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HomeMy WebLinkAboutSpecifications Z • 4 ,1.f r l " :i+ •� i A � .' � r , 1 ... 1 . ' ,; . y r fi r�. rT ; : - -. • - f . . ,..,* kii . c * "� l b x+ AA . !' - - .6- r y a 5r i . ` 1 tt � wW _A - C ' . • Vic` ∎ ~iI ra.. 'd� �- 4-7' `a' .ti - iimmr . c = • , � t 1 t ra i�i1;, n I ` ,, I I lll�li;� 1 mom f -- Is iii ■ { I rIi ' ... ...I _ i _■ - J ��Q�e ■ e _ —1- / — _ ,. I gU 1 IgqI lIIIIIIIIIUpllll lllII1II" — P2 iUU 1 I IlIIIlii_i'J ' j — 111 1 'Cr .T 1 w 411111141 - .. , • sr ,,, ,,, if # .210,00) 64 - 1 FIELD MANUAL ▪ J O . . ... .4 TM r Al INSULATED CONCRETE FORMS Good. Solid. Log It et i k k lii il l 4 44 blii i - , • 4 = W -j alemrs I, small NI al flp AUG r IID 2 7 FIELD MANUAL CONTENTS Cl 2009 Ld// ✓ BUILD it rIG ARD DIVISIO r IL 2.0 Installation Guide 3.0 Alignment & Scaffolding Systems I. ' 4.0 Estimating • 1 5.0 CAD Drawings L . 6.0 Engineering ✓ 1 r r • 1 L r . A r ✓ , L • 1 A L . ✓ ♦ L / l i • A / 1 ✓ ♦ I www.logixicf.com Good. Solid. Logix. I OG IX NSULATED CONCRETE FORMS r • A 1 -1 PRODUCT MANUAL 2.0 - INSTALLATION GUIDE • • L J TABLE OF CONTENTS • 2 2.1 - INTRODUCTION P. 2 -5 • J 2.2 - USEFUL TOOLS & MATERIALS P. 2 -6 ' < 2.3 - ACCURATE FOOTINGS & SLABS P. 2 -8 • J 2.4 - WALL LAYOUT R 2 -9 2.5 - PRODUCT HANDLING & PLACEMENT P. 2 -10 • J 2.6 - JOBSITE EFFICIENCY P. 2 -12 • < 2.7 - LOGIX WALL CONSTRUCTION P. 2 -14 • J 2.7.1 - The First Course P. 2 -16 2.7.2 - The Second Course P. 2 -18 2.7.3 - Additional Courses P. 2 -20 ' 2.7.4 - Extended Brick Ledge P. 2 -22 L I 2.7.5 - Tee Walls P. 2 -25 • 1 2.7.6 - Gable Walls P. 2 -27 • z 2.7.7 - Radius Walls P. 2 -28 • — 2.8 - REINFORCEMENT P. 2 -30 \ J 2.8.1 - Basic Principles Of Reinforcement P. 2 -30 2.8.2 - Horizontal Reinforcement P. 2 -31 2.8.3 - Vertical Reinforcement P. 2 -32 r \ 2.8.4 - Lintels P. 2 -33 L 2.9 - WINDOW & DOOR BUCKS P. 2 -34 ? 2.9.1 - Treated Plywood Buck P. 2 -35 L J 2.9.2 - Solid Wood Buck P. 2 -36 • 1 2.9.3 - Vinyl Buck System P. 2 -37 2.9.4 - Radius Openings P. 2 -38 • 1 2.9.5 - Metal Jambs P. 2 -40 \ J 2.10 - ADDITIONAL FORM SUPPORT P. 2 -41 1 2.11 - WALL ALIGNMENT SYSTEM P. 2 -43 \ J r L I' 1 \ J ✓ 1 www.logixicf.com • Good. Solid. Logix. 2 —1 BOG �X NSVLATED CONCRETE EORMS r • Rev. Dec 01/05 • 1 PRODUCT MANUAL 2.0 - INSTALLATION GUIDE ♦ r r 2.12 - FLOOR CONNECTIONS P. 2 -45 r 2.12.1 - Ledger With Anchor Bolts & Joist Hangers P. 2 -46 r 2.12.2 - Steel Angle Iron Ledger P. 2 -47 2.12.3 - Brick Ledge For Top & r Bottom Chord Bearing Systems R 2 -49 2.12.4 - Ledger With • A Simpson Bracket & Joist Hangers P. 2 -50 2.12.5 - Mcmillan Joist Hangers P. 2 -53 2.12.6 - Transition Ledge P. 2 -54 2.12.6.1 - Transition Ledge With Taper Top Forms P. 2 -55 2.12.6.2 - Transition Ledge With r z • - 6.25" Transition Forms P. 2 -56 O 2.12.6.3 - Transition Ledge With - r . Corner Blocks P. 2 -57 2.12.7 - Taper Top With Sill Plate P. 2 -59 - r 2.12.8 - Concrete Floor Systems P. 2 -60 -' r 2.12.8.1 - Precast Concrete Floors P. 2 -61 2.12.8.2 - Hambro Floor System P. 2 -62 `^ ` z 2.12.8.3 - Steel Composite Floor System P. 2 -63 - 2.13 - ROOF CONNECTIONS P. 2 -64 • 2.13.1 - Inset Sill Plate R 2 -65 • J 2.13.2 - Top Mounted Sill Plate P. 2 -66 2.14 - SERVICE PENETRATIONS P. 2 -67 r ♦ 2.15 - CONCRETE PLACEMENT P. 2 -68 2.16 - ELECTRICAL INSTALLATIONS R 2 -74 • ♦ J 2.17 - PLUMBING INSTALLATIONS R 2 -75 r • r ■ r Good. Solid. Logix. OC7l . NSUEATE ❑CONCRETE FORMS Rev. Dec 01/05 PRODUCT MANUAL 2.0 - INSTALLATION GUIDE , - \ J ✓ 'I \ ' 2.18 - INTERIOR & EXTERIOR FINISHES P. 2 -76 \ J 2.18.1 - Vapor & Air Barriers P. 2 -76 2.18.2 - Interior Drywall P. 2 -77 2.18.3 - Exterior Siding P. 2 -79 2.18.4 - Steel Panel Siding P. 2 -80 • J 2.18.5 - Wood Siding P. 2 -81 2.18.6 - EIFS P. 2 -82 l J 2.18.7 - Traditional Stucco (Cement- based) P. 2 -83 2.18.8 - Cement Composite Siding P. 2 -84 2.18.9 - Brick Veneer P. 2 -85 2.18.10 - Below Grade Waterproofing, Dampproofing & Parging P. 2 -86 2.18.10.1 - Below Grade Waterproofing P. 2 -87 \ z O 2.18.10.2 - Above Grade Parging P. 2 -89 — 2.18.11 - Additional Support For • J Grab Bars, & Other Heavy Fixtures P. 2 -90 2.18.12 - Holding Power of Screws Fastened To Logix Webs P. 2 -91 r � Q 2.19 - PRODUCT DRAWINGS P. 2 -92 • J 2.20 - COURSE HEIGHT TABLE R 2 -108 z 2.21 - RADIUS WALLS P. 2 -109 2.22 - SUPPORTING PRODUCTS P. 2 -118 r \ J Pr \ J ✓ ' \ J • ■ \ J r • J r • ■ • Good. Solid. Logix. P EG J S Rev. Dec 01/05 PRODUCT MANUAL 2.0 - INSTALLATION GUIDE • . NOTE ON SITE SAFETY L • Safe work practices play a vital role in minimizing injuries and fatalities on construction sites. All construction site ` A safety regulations should be followed as required by The r OSHA, including any governing local safety regulations. 1/4. A r L A \ A ✓ \ W - r I' \ Z • 0 F L • , J J L. • I \ • Z r • A • • • A I , r • J • Al r • A r 1 Good. Solid. Logix. L QG I ` • NSULATED CONCRETE FORMS r Rev. Dec 01/05 h. J r PRODUCT MANUAL 2.1 - INTRODUCTION • • • A N For builders who want a competitive edge, LOGIX offers solid products and friendly local service. Our products are designed to perform better in the field, providing trouble -free, profitable installations time after time. Our technical team is ready to respond to your queries with practical advice on quick and efficient installation. With contractor training provided through our numerous regional technical support offices, help is always close at • , hand. We are the most experienced ICF manufacturers in North America, manufacturing top quality products at I , our six plants located throughout the United States and W Canada. - trot - } ` A For more information, or to contact a LOGIX L.7 representative, visit our website at www.logix.com and • z click "Contact Us ". You can also register online to receive 0 LOGIX updates. ✓ , Q This manual will be updated regularly. Current updates J will be available at www.logix.com. ✓ , Q V, You can count on LOGIX. The ICF wall system that's built ▪ Z to last. poi r • A r . p r r • A L. i r • A Good. Solid. Logix. 1G iX NSULATEU CONCRETE FORMS Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.2 - USEFUL TOOLS & MATERIALS • • ✓ , • • • Pruning saw r • J • Cordless drill • I- • • Screws . • \ • tagFT • Hot knife r , • Electric chainsaw , • • Fiberglass- reinforced tape , • • J • Step ladder — r i� n • • Rebar bender /cutter t.7 z • • Internal vibrator _ - • • Contractor -grade foam gun a / • J • A • Low expansion foam adhesive a , • • Approved scaffold planks Z , , (elk • Transit or laser r , L. • 48" (1220mm) level r • • A • Bolt cutters r I. • String line ■ • J ✓ , L A www.logixicf.com r Good. Solid. Logix. 2 -6 OGiX ` ' NSUTATED CONCRETE FORMS Rev. Dec 01/05 r PRODUCT MANUAL 2.2 - USEFUL TOOLS & MATERIALS ✓ CONTINUED • J • , • Chalk line L J I , • Wall alignment system (safety compliant) . J r • 36" (914mm) plastic zip ties • J r • Concrete embedments • • r • Window and door buck material • • , - • Sleeves for wall penetrations W . • • • Z O Q ✓ , J • ✓ , Z \ r ✓ , • I ✓ , r ✓ www.log ixicf.com • • ' Good. Solid. Logix. 2 -7 Q RGRMS ✓ , • • Rev. Dec 01/05 I ■ PRODUCT MANUAL 2.3 - ACCURATE FOOTINGS & SLABS . • . • L A The first step to a successful LOGIX installation is an / 1 accurate footing or slab. This means a footing or slab l. that is: r 3 courses L A 4811 • Code compliant I • L eps" in 16" Increments • Designed in accordance with construction drawings and r 1 .courses — 32" specifications ' r • • Designed taking into account soil conditions, seismic • • area, number of stories, building loads, and water r , LL, tables. • ' 1 � J see section 6.0 - Engineering ( 0 E m STEP 1: Level footings with +/ -1/4" ( + / -6mm). ` STEP 2: Place footing dowels or keyways as required per Z ' plan specification or local building codes. - r • STEP 3: Once footing dowels are installed, cap all dowels Q I • for safety compliance. • • Q I 1 F The ideal increment for step footing is 16" (406mm). t„ • A Using LOGIX Half- height forms, it is possible to achieve Z I 8" (203mm) footing increments. Using LOGIX Height ▪ A Adjuster forms, it is possible to achieve 4" (102mm) r • A footing increments. ` L A L ■ L A r L A L • • I • Good. Solid. Logix. � �C7 � �( L ' NSULATEO CONCRETE FORMS I 1 Rev. Dec 01/05 L ✓ , • J PRODUCT MANUAL 2.4 - WALL LAYOUT ✓ , • • r • Accurate wall layout is critical to ensure a complete and profitable LOGIX project. ✓ , 1 STEP 1: Verify that wall layout is in accordance with plans and specifications. ✓ ` f j; STEP 2: To ensure accurate 90° corners, use methods such fi. Nbg as. ✓ , . h • Equal diagonal measurements ✓ W • 3 -4 -5 triangle • Surveying ✓ , — 1 STEP 3: To ensure accurate 45 °corners, use LOGIX 45° Cor- ✓ \ ner form units. • J Z 0 I \ STEP 4: Snap chalk lines on footings or slab according to plan. ✓ , STEP 5: Make sure the outside face of the forms line up • • with the overall building dimensions. V1 ✓ , Z • • — Wall layout of radius or other corner angles is easily achieved with LOGIX. l • • • r L J r • • • I • • • ✓ , www.logixicf.com • Good. Solid. Logix. 2-9 OGJ FORMS ✓ , • .1 Rev. Dec 01/05 F PRODUCT MANUAL 2.5 - PRODUCT HANDLING & PLACEMENT . • ✓ ■ • A There are several methods to efficiently handle LOGIX ► • forms. Unlike most lCF systems, the consistent 2 -3/4" h. i (70mm) panel thickness on all LOGIX forms means that r , 7 > , . �..f handling damage is minimized. • • i '1 1 ] r • \_ ] ] ] a • LOGIX standard forms arrive stacked on disposable skids. ` • - 7 1 , r , • J '�' ` 1 R^ s 1 ? • The forms are strapped together for easy handling. 0 _ ' , ' ai ry r • Unloading can be accomplished manually or using -;1'.- _ alternate lifting equipment. r /e 1.4 _ w • ir 40. , ,a 4 4 • Standard forms can be moved by two people using two — r 14 A ,. $" w 2x4s 0 ` r �` z • • r + • Corner forms come in bundles of four or twelve, and can `~ "�` E easily be carried by one or two people. 0 r ■ ? I # 4' • Specialized dollies are another convenient way to move Q 'I r • LOGIX bundles. • ' :I I lk - - • When transporting forms on an open trailer, position i— • ■ the forms so the wind travels through the webs to Z r , minimize drag. A ✓ , • When tying forms down on an open trailer, ensure the a. ' forms are well secured and avoid form damage from r strapping materials. • ' ✓ , • If job site conditions require form protection, LOGIX • .4 bundle bags can be ordered. r • J ✓ , ▪ • www.logixicf .com ■ r , Good. Solid. Logix. 2-1 0 k OG �X ` • NSULATED CONCRETE FORMS I , Rev. Dec 01/05 . J PRODUCT MANUAL 2.5 - PRODUCT HANDLING & PLACEMENT ✓ CONTINUED . r • LOGIX forms are produced to the tightest tolerance • r in the industry, with a length tolerance of +/ -1/8" ( +/- • �o�iix 3mm), and a height tolerance of +/- 1/16" ( + / -2mm). - When forms are unloaded, it is necessary to measure form =NW-. to determine uniform length and height. It is suggested • j to measure 2 forms per skid. In the unlikely event that ---- -� ' forms are out of spec, please contact the local LOGIX representative immediately. . r W r • • r Z O . • J L • r , Q I- \ A ✓ ♦ Z . J I ✓ , • . r ✓ , h. AI E • A Good. Solid. Logix. Rev. Dec 01/05 r PRODUCT MANUAL 2.6 - JOBSITE EFFICIENCY • • L. An efficient jobsite means a faster and safer installation, r • • and ultimately a higher quality finished project. 1 • Keep all materials and tools outside of the footing • area until the chalk lines have been snapped and r • �` • I the wall layout is complete. Generally, construction ` is accomplished from within the perimeter of the A structure. 1. • When wall layout is complete, place forms at least 7ft (2.134m) inside the perimeter of the footings or slab to , accommodate the wall alignment system. ` — r • Space skids of standard forms around the inside of the = • entire perimeter. r , �� -- t. :; A f a : z l I . • ALERT: When placing courses of standard forms, always _ r L ; take forms from the closest skid. This will Q . r - • eliminate the effects of normal manufacturing ,J r A variations between skids. r , • Periodic checking of dimensions ensures accurate wall kn • ' construction. z r • • 1 r • • A . . • J r • J • , • Al www.logixicf.com Good. Solid. Logix. 2 —1 2 J 0G IX NSUTATED CONCRETE FORMS I • Rev. Dec 01/05 r PRODUCT MANUAL 2.6 - JOBSITE EFFICIENCY ✓ ! CONTINUED ♦ r r • Additional materials that should be located within the perimeter: s. ;, • • Window and door bucks y N' • Rebar (straight or pre -bent) IL J • Alignment system • • • Approved scaffold planks • Tools r • W h. J ✓ — ✓ ! .. J Z 0 r L / ✓ " J • • r I— L • V1 r . I • • ▪ . • J r . 4 I' L • r L r • www.logixict.com Good. Solid. Logix. 2 —13 I OG IX NSULATED CONCRETE FORMS r • J Rev. Dec 01/05 PRODUCT MANUAL 2,7 - LOGIX WALL CONSTRUCTION I ■ . / I ■ 4. ■ I ■ gi IEO I suw *EOtoxanF roxus � I 1 • 4 INTERLOCK The mechanism that holds succes- ` sive courses of forms together. ✓ 1 W a I n f 1 M . BARS The spaces between • the lines. z a. O V' 1 # I . . Q . 1 WEB J The polypropylene member J a. I that holds the form unit Q .;, . together. The web also acts ' ■ INTERLOCK as the placement mecha- N a. a nism for reinforcing steel and the attachment surface Z r 1 for finish materials. There — ` are six webs in each form unit. LINES I 1 The lines between the bars allow cuts to i.. .1 be easily made that will allow the inter- lock to function consistently between I 1 courses. Cuts should always be made R. • straight and square on the lines. Cutting anywhere but along these marks will ,. . create a stacked vertical joint. a ✓ 1 . I 1 4. . ■ E E Good. Solid. Logix. L OG IX NSUTATED CONCRETE FORMS Rev. Dec 01/05 L r • PRODUCT MANUAL 2.7 - LOGIX WALL CONSTRUCTION CONTINUED • A When a form is cut, it can be identified using bars and webs. For example, a cut form with three bars, two webs, • and three bars will be referred to as a "3 -2 -3 ". 1. ✓ By establishing a logical form pattern that takes into ` ' account the building dimensions, maximum efficiency will • , be achieved. It is important that the building dimensions have a tolerance of +/ -1/2" (13mm) or a stacked vertical • t joint will result. Such joints are acceptable if dimensions necessitate but will require additional form support on both sides of the form. LU s. • • - When building dimensions are based on 4ft (1.219m) increments, it is suggested to use all left or all right hand corners in each courses, alternating between subsequent • Z - courses. r o -_ • A 1, I , J • ' ✓ , I- \. L ✓ , Z ✓ , L A ✓ , • J I • • • r • • A r , • i Good. Solid. Logix. L DG � X �NSULATED CONCRETE FORMS r ►. J Rev. Dec 01/05 r PRODUCT MANUAL 2.7.1 - THE FIRST COURSE , J • , . l STEP 1: Always place forms units with protruding r , \( interlock facing up. ` ' • , . : : . STEP 2: Begin at a corner. Set corner block to chalk line. ` ' STEP 3: Continue placing forms along the chalk line. -0 STEP 4: Secure forms ene -to -end in the first course to 1.. ' 1-4. .' t maintain building dimensions. r , . -J,; ._ L J STEP 5: When the forms are within 4ft (1.219m) or less of r , W the second corner, place the second corner form. • ' ci or m Ilk Nit STEP 6: Cut a standard form to fit the space left between • ' r ' the corner and the previous form. At this point, , , tA determine if adjustments are needed to the z • ' W . _ building dimensions so the cut can be made on a O l b' ii line. 1_ ` ' *� Q r , J If adjustments are needed, alter chalk lines -J • .1 r� MI accordingly. r 11 A VI I If more than 3 bars are extending beyond any Z r , web, additional form support is required on both ` ' faces of the form. r • L J r • �„ - . J .... r • ���. L A I , ■ J r • L A www.logixicf.com , , Good. Solid. Logix. 2 -16 LOG IX ` ' 111 NSUL ATED CONCRETE FORMS / , Rev. Dec 01/05 ✓ , • PRODUCT MANUAL 2.7.1 - THE FIRST COURSE CONTINUED L STEP 7: Continue around the wall in this manner until • f —= . - 1 the first course is complete and dimensions are verified. Leave the first course of forms in place across • • door openings and low windows until forms have been placed and building dimensions have been verified to maintain the interlock pattern above openings. L ✓ , STEP 8: Place necessary rebar in first course as specified ® and according to local code. • — STEP 9: Prior to starting the second course, install l7 additional form support if required. • • z 0 ✓ _ L ✓ , J R. - r I- L r • Z L • , 1. / r L I r • r 1. . r I. . ✓ , • Tv I. ' Good. Solid. Logix. INSULATED F CONCRETE FORMS r L , Rev. Dec 01/05 PRODUCT MANUAL 2.7.2 - THE SECOND COURSE . I • ■ / W - STEP 1: Starting at the original corner, place appropriate r , corner form to create a 16" (406mm) offset. .4 j 1 STEP 2: Fasten every corner end -to -end to adjoining forms 1,, - a using zip ties or adhesive foam. r , ` • ;- 16. A pp � i ,.., . d 1 . ' t STEP 3: Continue placing forms around the wall, working r , f in the same direction as first course. h. • Z _, *d . f r ` " f r ■ � STEP 4: It is necessary to seat every form to the form L. AI below to minimize interlock settling during r , LJJ .. I c oncrete placement. o 2 11.1 : — . , _. STEP 5: All webs should line up vertically, except where ' 1 )1 1 ',. , ' _ building dimensions are other than 8" (203mm) r , . _ _S - increments. Z • 0 j STEP 6: After completion of second course, place E ' 4 4 444ii I necessary rebar as specified and according to local a J I , 11111101ii code. —1 • ' a , II I— STEP 7: Place Form Lock in the second course, overlapping '. • J n • the lengths by roughly 8" (203mm). Align the Z r , points of the zigzag pattern in the Form Lock directly above the webs. r • STEP 8: Confirm that the wall is straight and level. If r ' ' = adjustment is required, shim or trim the bottom of :- , ,..._ ., s the wall until level is achieved. r ,, . r • • • r • • i • E Good. Solid. Logix. Q C7 ��( ' • Rev. Dec 01/05 I L • PRODUCT MANUAL 2.7.2 - THE SECOND COURSE ✓ CONTINUED L ✓ , �, _ STEP 9: Use foam adhesive to fasten the straightened and . e /.. levelled wall to the footing or slab. Insert the �� � - �. nozzle 1" (25mm) at the base of every other web ' r' along the chalk line and inject foam between the block and the footing. . J When vertical joints are less than 8" (203mm) apart, additional form support is required. r It is important to note that at this point the wall pattern has been established. Course number 1 will be the pattern for all odd numbered courses (3, 5, 7, • — etc.). Course number 2 will be the pattern for all even A numbered courses. • , • Z Wall alignment system to be installed at some point r , f between the second and fourth courses, at no more than 7ft (2.134m) intervals. See Section 2.11 - Wall Alignment for further details. L r I-- L J • Z • L I 1 1 1 I L 1 I I .. • t I , I ttti ; t _ L I ✓ , • I r • L I r • L I ✓ www.logixicf.com • ' Good. Solid. Logix. 2 —19 O G I NSULATED CONCRETE FORMS I , L A Rev. Dec 01/05 . PRODUCT MANUAL 2,7,3 - ADDITIONAL COURSES J • 1 . J STEP 1: Fasten every corner end -to -end to adjoining forms A using zip ties or adhesive foam. • 6. w r . • STEP 2: Install Form Lock every fourth of fifth course after the second course. • STEP 3: After completion of each course, place necessary • ` yy11 rebar as specified and according to local code. STEP 4: Secure forms end -to -end in the top course to \ maintain building dimensions. ' • r M �� ' • J STEP 5: Secure top course to the forms below on — • • J both sides to prevent tipping during concrete placement. r • Or"' z ■ • 0 -- STEP 6: If additional stories are planned, the interlock — needs to be protected prior to concrete ~ J , placement. r \ • J STEP 7: Check building dimensions. Check corners for r l J plumb. v, Z . . STEP 8: Ensure straight walls by placing a string line at the top course set off from the wall using 3/4" (19mm) ' • pieces of wood placed in the corners. Check for ` J straightness by running another 3/4" (19mm) I piece of wood between the string and wall. . .4 r l J \ .4 www.logixicf.com r Good. Solid. Logix. 2 — 2 0 � OG IX ` NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 r • L • PRODUCT MANUAL 2.7.3 - ADDITIONAL COURSES IF 'I CONTINUED L J When vertical joints are less than 8" (203mm) apart ` additional form support is required. I If you need to stack identical corners in subsequent courses, you will need to provide additional form support where the stacked joints are created. • • Hold all reinforcement back 2" (51 mm) from door ✓ and window buck material to ensure proper concrete 1. coverage. W L J r L • L.9 I '1 ► J Z 0 r • L J I J L 4 r I- L J I , Z L J r • • • r ■ J L J L • / 1 L . f \ • Good. Solid. Logix. L 0�7 IL iNSUL ATM CONCRETE FORMS F k. J Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.7.4 - EXTENDED BRICK LEDGE . J r . . J Brick Ledge forms come only in straight units, so mitered , 0 al - cuts on site must be made to create corners with these ' blocks. Two methods can be used: • I rd Start cut he ` J (middle of 1st 'AN't • . web beyond 1. Freehand miter cutting. r , corner block) ` J i 2. Using a template. 1:,Webs must) r , „'Ilne up . , On a 6.25" (159mm) LOGIX Brick Ledge always start a ` ' • miter cut in the middle of the first web beyond the corner r form. ' 4 � w When making any miter cut in a Brick Ledge form to 0 Lu create a 90 °corner always angle the saw and make sure — r f\ 6. you follow this edge during the ENTIRE course of making the cut. ' • Tip of saw follows this Z edge ALL the way to completion of the cut. Extending a Brick Ledge block two webs beyond the O r corner block and making the cut will create a remaining ' piece that can be used for an inside corner elsewhere in < I the layout. • A Q I— STEP 1: The first portion of the cut is vertical, then angle t, • 1 to the tip of the corner block below, always Z r keeping the tip of the saw following the inside - I edge. , , 1 1 STEP 2: After making the miter cut, cut the far side of r the block so it is flush with the inside edge of the • ' corner form. , , . r l A • , l 1 • r E Good. Solid. Logix. 1 G I Rev. Dec 01/05 ■ J I.. • . PRODUCT MANUAL 2.7.4 - EXTENDED BRICK LEDGE ✓ I CONTINUED • . 11 STEP 3: Place the second Brick Ledge in place to cut on the • J Tip of saw Okays � ` ' ' ' opposing side of the corner. follows this internal edge. . , 'e ` STEP 4: Cut the second Brick Ledge miter in a manner Str aight cut P . Y „it,.. similar to the first miter. . J . ■ Angle to corner When cutting the inside panel of the second mitered block, make the cut so it butts against the • • _ ' . opposing panel. a - 1 ' , STEP 5: Securely tape and foam the mitered corner, L. ' W - applying several rows of tape. • , kt, , = , !. • J STEP 6: Install rebar in the Brick Ledge, making sure to . • `'� y install two 90° pieces extending 2ft (0.610m) in . 4 Z .. ; either direction. 0 ' I Butt joints are preferred for rebar in outer edge J of Brick Ledge. I. I J Q STEP 7: Install 20” (508mm) long stirrups in each brick 1— v) - r r ledge cavity, including the every corner. See . ■ Z 1 Section 5.10.5 to 5.10.7 for stirrup details. . i ' ` . . ' - ' , 1 r• I , it I 1 h. A . , L. 4 I 1 www.logixicf.com Good. Solid. Logix. 2 — 2 3 B OG iXr NSULATED CONCRETE FORMS I 1 • A Rev. Dec 01/05 r PRODUCT MANUAL 2.7.4 - EXTENDED BRICK LEDGE I. A CONTINUED r 1 J Remove foam where STEP 8: Remove foam form the corner cavity area to indic ated to allow facilitate the flow of concrete into the corner • Ai c ncrete into corne cavity. • r 1 . A r • 1 l7 • , Z • O r • A Q ■ I- 1i z , • , . r • r r • • r , Good. Solid. Logix. 1 (�C7 � NSUL ATEO CONCRETE FORMS Rev. Dec 01/05 A ✓ , PRODUCT MANUAL 2.7.5 - TEE WALLS r . .4 ✓ Each course of the through wall must have continuous f - • horizontal bar or a minimum of 3ft (0.914m) length of r . rebar at proposed Tee. A pre -bent 90° rebar is required at • • every course of rebar. 1 STEP 1: Complete the first course of the "Through" 1 I 'I (continuous) wall. r. STEP 2: Use a felt -tip marker to mark the through wall where the Tee wall will butt against it. • • u.l / CONTINUOUS REBAR � STEP 3: Remove the foam from the Through wall where • - / 36"REBAR the Tee intersects, to the thickness of the concrete I 4 o■0 T1EAIRE core. V, 0! � Ij /i r STEP 4: Butt the first course of the Tee up against the 0 / i!� CONTINUOUS REAR r Through wall. F. 0 7X790 °REBARPIECE a , q�y / STEP 5: Tie the first Tee wall web to the Through wall rebar using a zip tie or tie wire. A short length ✓ 7 for full size CAD drawing of rebar should be placed behind the face of the L see page 5-74 web that is being tied to stiffen it. • , z STEP 6: Additional exterior form support should be ✓ installed as required at every course. l r L i r • L • • • • • • • www.logixicf.com Good. Solid. Logix. 2-2 5 QG R ! E, ED CONC ✓ , Rev. Dec 01/05 I' 1 PRODUCT MANUAL 2.7.5 - TEE WALLS CONTINUED r L J STEP 7: Continue building the walls, following these steps r • at every course. • ' Ml REBAR 36' LONG CONTINUOUS REBAR r 1 r E E i STEP 8: When the entire wall has been checked for plumb ` � j Id I 9 and square, apply foam adhesive to the entire r butt joint ' i , YE ME SUPPORT SMALL Md REBAR ADOMONAL • .4 SUPPORT BEHIND WEB Another option for building a Tee wall is to construct the entire Through wall first. This method requires pre- r planning to ensure there is a adequate reinforcements at r��i for full size CAD drawing every course to allow the Tee wall to be attached securely. r 1 see page 5 -74 w • All other steps above need to be applied. o — r 1 r Z L 0 ■ • r • J J L I— . J lri Z r L • L • / 1 L A ✓ l • A r • L • r L • www.logixicf.com r Good. Solid. Logix. 2-26 P E G R I S ` ' I 1 Rev. Dec 01/05 L r PRODUCT MANUAL 2.7.6 - GABLE WALLS r • J ✓ / The preferred method to construct a gable end is on the ` A floor to be installed as a one -piece unit. -_ Kw WWET FCM RODE Wu I 0007 901M45 r " °' "'�°°" r STEP 1: Construct the gable wall, including any necessary ✓ ' . NMI rebar. Connect forms together with zip ties and foam adhesive. To minimize waste, be cautious when foaming outside the gable dimensions. \ J ✓ - STEP 2: Snap a chalk line for the sloped gable cuts and make the cuts with a pruning, reciprocating or • , other type of saw. Screw lx4s along the cuts on W ..,.,y both sides of the wall. ✓ i } i F4 ) / P STEP 3: Ensure that appropriate wall alignments and � � I ✓ scaffolding system is in place for safe installation. A Z k. 0 • • • �� STEP 4: Using appropriate lifting equipment, place the ` A sloped gable wall in place on the squared wall. r STEP 5: Pieces of plywood can be screwed into the lx4s r • a during placement to help contain the concrete. H J N ✓ Z STEP 6: Make sure all necessary roof attachment hardware • — is available prior to concrete placement, as it must be installed during or immediately after the pour. L A ✓ Another option for constructing a gable wall is to assemble the gable in place. Set the pitch for the gable ✓ by marking the first course appropriately. Subsequent L A courses should follow this pattern. r L A r • • A INSULATED I Good. Solid. Logix. CONCRETE FORMS r \ J Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.7.7 - RADIUS WALLS \ ✓ 1 • .4 Radius walls are easy to achieve with LOGIX. r • . STEP 1: Cut forms into 8" (203mm) increments with web r in center of each section. • ' ✓ 1 STEP 2: Mark the inside and outside diameter of the • ' curved wall on the footing or slab. r STEP 3: From the center of the circle, snap a radius line r to the outside diameter line. This becomes your • ` center radius for the next step. r • A STEP 4: On the outside diameter line, snap a radius line 4" — r (102mm) on each side of the center radius. L. • ✓ , STEP 5: Set on of the 8" (203mm) form sections, centering Z .4 the web on the center radius. Line up the outside r corners of the form section with the outside L 4 a radius lines. J r J • A STEP 6: Mark the form section at the outside radius lines, r and cut angles accordingly. �, z r 1 STEP 7: This form section now becomes a template, form • ' which you can cut the other sections. Mark and r cut all form section accordingly. • A ✓ \ A I 1 \ .4 r • A ✓ 1 • Good. Solid. Logix. 0�7 INSULATED � E RETE FORMS r Rev. Dec 01/05 \ PRODUCT MANUAL • ■ 2.7.7 - RADIUS WALLS CONTINUED r L. ✓ STEP 8: Zip ties, tape, or foam can now be used to connect ` all the form section into the wall. Repeat the steps for each course of radius wall. L STEP 9: This process will result in vertically stacked joints, ' .4 and additional form support will be required prior ✓ to concrete placement. ✓ NOTE: For larger radius walls or more precise sections of cut other than 8" (203mm), as noted in Step 2, r • download the LOGIX Estimating Program at www. W ` A logixicf.com ✓ , • I ✓ \ • Z 0 ✓ \ • 1 L . J ✓ , I L J r • r L i r IL A. r ✓ \ r ■ l i r \ www.logixicf.com Good. Solid. Logix. 2 -2 9 P E G R I S ✓ 1 i Rev. Dec 01/05 r , PRODUCT MANUAL 2.8 - REINFORCEMENT 2.8.1 - BASIC PRINCIPLES OF , . REINFORCEMENT Reinforcing steel (rebar) strengthens concrete walls to r • help minimize cracking and buckling under load due to • ' t IT backfill, wind, and other loads. Rebar also helps control cracking due to temperature swings and shrinkage. . , A non - contact splice is typically the splice of choice in IL A Ifr LOGIX walls except in heavily reinforced walls or in cases • • of narrow wall cavities. ' • , Reinforcement around windows and doors needs to be I. A ,, installed as required. I W . A . 0 Reinforcing steel must meet the requirements of ASTM — • , M�,'r; it ,�• •��' D A615, ASTM A996, or ASTM A706 for low -alloy steel. . 4 l ik* .. ". , i1: • , • ' ' t.7 Minimum of Grade 40 (300MPa). Z . . Reinforcing steel in a LOGIX wall must have minimum - • - 3/4" (19mm) concrete cover, which the web design allows 1- ` A .111111111111.11. for. Q I W r see section 6.0 - Engineering I J I, i Refer to LOGIX Product Manual for reinforcing tables or r , A refer to E B 118. v, l... Z r IIIIIIII It is the responsibility of the installer to verify table rebar L. .4 specifications with local building codes and engineer • specs. ` .4 6 1 -- N. r ✓ , ■ A ✓ , ■ / www.logixicf.com r 1 Good. Solid. Logix. 2-30 J 0G i X ` NSULATED CONCRETE FORMS ✓ , Rev. Dec 01/05 ► A . • , . PRODUCT MANUAL 2.8.2 - HORIZONTAL REINFORCEMENT r , ✓ , STEP 1: Horizontal rebar, sized as required, should be No ' placed in the wall as each course is installed. ✓ _, / i 4. : I� STEP 2: Hold the reinforcement back from door and • , ° window openings by 2" (51mm). I .. , • , ' .l STEP 3: Maintain the proper overlap splice length of 40d h. a 0 (40 x bar diameter), or as otherwise specified ✓ , when placing horizontal rebar. A non - contact lap • • • - 6* splice is recommended. ✓ , w STEP 4: The notch pattern on the LOGIX web allows for 0 ✓ , — horizontal rebar to be alternated in location, course by course. This allows ideal support and , , positioning for vertical steel. Vertical rebar Z a • 4 J diameter will dictate horizontal offset from course r "4 0 , 1, 1 to course. Q I 1 ✓ 1 J i h. A J Q ✓ , I L A l/1 ✓ , Z 1 ✓ , I milk I , .1 11 L .4 1 Ill ■ ,ll\ _\ ✓ , ✓ , l Al ✓ , • • ' Good. Solid. Logix. L AG IX 1 ■ NSULATED CONCRETE FORMS r , Rev. Dec 01/05 r PRODUCT MANUAL 2.8.3 - VERTICAL REINFORCEMENT r , STEP 1: Install vertical rebar, as required, after all courses • and horizontal reinforcement have been placed. • r STEP 2: Place vertical reinforcement under windows, if Olk required. STEP 3: Place vertical rebar on each side of every opening • as required. 1 EM ' see section 6.0 - Engineering STEP 4: Cold joints between upper floor walls and lower • floor walls need to be reinforced using the 40d , T overlap rule (unless otherwise specified). o ' r. iff -- `� ,4 - 004 10 It is the responsibility of the installer to verify table rebar = • ' specifications to comply with local building codes and r Irr - engineer specs. z • 1 iiii r„ • Q • i Lrl r r • r r r • • r • E 1 TN Good. Solid. Logix. Q C 7 �X ' 1 Rev. Dec 01/05 r PRODUCT MANUAL 2.8.4 - LINTELS r L. • 1 Appropriate lintel rebar should be placed in the proper GPRFWKwM w.. sequence directly above doors and windows to carry loads ✓ , _ - over these openings. I. Al I MN ✓ ; STEP 1: Before placing forms across the top of door or window openings, rest the bottom lintel bar on buck material. This provides easier access to rebar - T - -r— xaa • A I I I O for fast lintel steel installs. Check to make sure r..—, the bottom lintel steel has enough clearance. It should be 1 -1/2" to 2 -1/2" (38mm to 64mm) from buck material. TIEWRE ✓ 11111=4,411/1 STEP 2: Install a course of forms across the top of the • E E a r REINFORCEMENT buck. '.9 E E AS REQURED ✓ 2 2 E E ■ ' Z A M,NMum#3 snRRUP STEP 3: Install Form Lock across the entire length of the REQ"RED course. In some cases it may be require to install • A • top lintel rebar before installing Form Lock, in Q order to achieve necessary concrete cover. ✓ I w For more lintel reinforcement STEP 4: Suspend the top lintel rebar 1 -1/2" to 2 -1/2" details see Section 6.0 Engineering. v1 (38mm to 64mm) below the top of the form. • z STEP 5: Use stirrups to hang the bottom lintel rebar from ✓ the top steel, making sure the bottom rebar is 1 -1/2" to 2 -1/2" (38mm to 64mm) above the buck material. ✓ Consistent stirrup dimensions will maximize efficiency. . • ✓ The top and bottom lintel rebar must extend 24" • • (610mm) beyond both sides of window and door opening. • • r • • • Good. Solid. Logix. INSULATED CONCRETE FORMS r ▪ A Rev. Dec 01/05 r PRODUCT MANUAL 2.9 - WINDOW & DOOR BUCKS L ✓ , I. A Bucks provide attachment surfaces for windows and ,. doors while holding back concrete from these openings ' i , ' a . . .12 during concrete placement. Mark the center and edges of r \ _ i openings as you place courses and cut blocks as needed. ,. -I - �' r Refer to the rough opening (R /O) dimensions for windows ` ' ' and doors. Provide for openings in the wall taking into r \ consideration the thickness of the chosen buck material. L A See window and door manufacturer info for R/O r , dimensions. • A r , ill y Bucks can be made from vinyl or lumber. Pre - building o ■ ' " lumber bucks saves time on the job site. — , J r .s '� ° Cross bracing is required for all window and door bucks r • .- y illt041100 approximately 18" (457mm) o.c. to help withstand the Z A pressures of concrete placement. - r I. • .4 Window and door openings within 4ft (1.220m) of corners < . \ require additional horizontal strapping from corner to • ' across the opening. Q r I N • Prior to placing window or door buck, confirm that Z r , bottom lintel rebar has been installed. ` A b ✓ , L. J C • ✓ \ T L. J Ii ✓ 1 / Lr L J }fl For more CAD drawings r 1 - — _. see Section 5.9 CAD Drawings. L J . .4 ■ r 1 Good. Solid. Logix. 'INSULATED IX .. ' CONCRETE FORMS Rev. Dec 01/05 . J I , PRODUCT MANUAL 2.9.1 - TREATED PLYWOOD BUCK ✓ , . 4 = • 1 Following are several methods for building bucks. Regardless of the method chosen, pre - planning is _; required to optimize chosen finish materials. "' _. STEP 1: Rip 3/4" (19mm) treated plywood to full form - 1 width. LL STEP 2: Rip treated 2x4 diagonally on table saw at 180 angle. STEP 3: Assemble buck with appropriate fasteners with w T REATED YP PLYWOOD 2x4s creating a dovetail detail. BEVEL RIPPED TREATED 2 X 4 ✓ t X E STRAPPING ON EACH SIDE CF BUCK OR • J / FOAM ADHESIVE TO FORM OPENING OR TAPE STEP 4: Assemble buck sides and top with access holes cut /ft, r 6' SCREWS ✓ Zr/ l in bottom piece for placement of concrete. Two • z • - - —I 2x4s can also be used for the bottom to allow • a 9 r , 0 concrete placements. L. AI i— NORIZONTAL REINFORCEMENT AS REQU IRED ✓ , OPENING REINFORCED STEP 5: Place pre - assembled buck in opening and fasten J AS REQUIRED ` in place with foam adhesive. The buck can also be F Q f -' -` i For more CAD drawings installed in opening as separate pieces. . ~ --- see Section 5.9 CAD Drawings. F z STEP 6: Install temporary cross bracing to withstand concrete pressure. Attaching screws through the buck and into closest webs can provide additional buck support. r NOTE: Pressure treated wood for window bucks are F normally required only if the bottom of the window buck frame is located at or below ground ✓ level. Check with local building codes to determine if your area requires pressure treated window bucks. . 4 www.logixicf.com • • ' Good. Solid. Logix. 2 — 3 5 L OCI IX NSULATED CONCRETE FORMS I Rev. Dec 01/05 PRODUCT MANUAL 2.9.2 - SOLID WOOD BUCK r .4 a STEP 1: Choose appropriate wood product based on the r • dimension of the forms: r • 4" (102mm) form: 9.5" (241mm) ''_ • 6.25" (159mm) form: 11.75" (298mm) 1. • • 8" (203mm) form: 13.5" (343mm) • 10 (254mm) form: 15.5" (394mm) . STEP 2: Cut top piece of buck to fit the width of the opening. r W _ STEP 3: Cut sides of buck, remembering that the top piece Recessed anchor /lag bolt a o i ag bolt, rests on the side pieces. — '4 l7 • : r Recessed STEP 4: Cut two 2x4s for the bottom to allow concrete Z R -, .sed ..: anchor /lag .a. , r /lag bolt La. '.crews placement. 0 STEP 5: Assemble buck and place in opening. 1 x 4 strapping around window r (both sides) J —J STEP 6: Once the buck is in place, it must be centered a nd secured. This can be done by attaching lx4s ~ . . to the edges of the buck, extending the edge of z the 1x4 over the foam to hold the buck firmly in — place. Alternately, the buck can be secured with foam adhesive and tape. Pr , STEP 7: Sold wood bucks will require additional concrete anchors to create a permanent attachment to the r • concrete. r a .4 r 1 .4 www.logixicf.com r Good. Solid. Logix. 2 — 3 6 Q R I S r • Rev. Dec 01/05 .4 f L. A PRODUCT MANUAL 2.9.3 - VINYL BUCK SYSTEM r STEP 1: Cut the top piece of the vinyl buck to the width of the opening. ✓ 1 STEP 2: Install the top piece of vinyl buck over the forms so that is eats fully against forms. For additional support, the vinyl buck can be attached to the forms with foam adhesive after being properly • cleaned with acetone. • • STEP 3: Cut and install the bottom piece of the vinyl buck. W Create appropriate holes for concrete placement and consolidation. L • n _____ �"•.' STEP 4: Cut and install the side pieces of the vinyl buck to • 1 seat against the top piece, resting on the bottom • J Z piece. Use foam adhesive for additional support if • 1 —•: -- desired. .. • Q _ STEP 5: Install cross bracing as required. I- • .4 I • Z L. A r • L J r L • ✓ L J IF 1 • J ✓ 1 L J ✓ 1 www.logixicf.com Good. Solid. Logix. 2-37 LOG IX NSULATED CONCRETE FORMS • J Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.9.4 - RADIUS OPENINGS L J r L .1 Radius windows and doors can be assembled at the site r • ,t , ,,, with shortened pieces of vinyl or lumber buck material. ` t F r 1 t i t MP STEP 1: Create the template for the radius opening with AND FIT TO SIZE 2X4TEMP OSB or plywood that matches door or window r • BRACING DURING CONCRETE PLACEMENT rough opening. ✓ 1 I I I STEP 2: Using template, draw outline of radius on • J wall, allowing for buck material thickness. Cut r 1 accordingly. ✓ 1 W , • STEP 3: Cut buck material into approximately 4" (102mm) 0 widths to create radius buck. r J 0 STEP 4: Cut side and bottom buck pieces. Leave openings z : ■ in the bottom piece for concrete placement and p consolidation. - r Q ✓ 1 . STEP 5: Assemble buck pieces in the opening in the — ' L J following order: < r • i I. I V1 • bottom Z r 1 • sides — • radius top r • L A STEP 6: Once the buck is in place, it must be centered and r • secured. This can be done by attaching 1x4s to . the edges of the buck, extending the edge of the ✓ 1 I. A ✓ 1 . A ✓ I L A • r 1 Iv Good. Solid. Logix. � 0G7 I • A NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 L • r PRODUCT MANUAL 2.9.4 - RADIUS OPENINGS CONTINUED r .' L A ✓ 1 x4 over the foam to hold the buck firmly in place. Alternately, the buck can be secured with foam ▪ • adhesive and tape. Insert the radius template in opening to provide additional support. r L. / STEP 7: Sold wood bucks will require additional concrete ▪ • anchors to create a permanent attachment to the concrete. • , ✓ , W . r • • A z 0 ✓ , L A ✓ , J J r N ✓ Z L i r . A r r • A ✓ , • A ✓ www.logixicf.com Good. Solid. Logix. 2-39 OG NSULATED CONCRETE FORMS I , I. , Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.9.5 - METAL JAMBS • . Metal jambs are typically used in commercial applications. / • Many metal jamb companies will pre -bend jambs to fit 1. LOGIX forms. Contact your local LOGIX representative for / more details. • ' • • ✓ • LJJ L. • - / • • • / Z . 0 r . J Cr / • - 1. A r \ • Z / 1 - • i I • / 1 r F 1 • • www.logixicf.com Good. Solid. Logix. r 1. i Solid. Logix. 2 � 4 0 NS ULAT E FORMS Rev. Dec 01/05 . .4 r • • PRODUCT MANUAL 2.10 - ADDITIONAL FORM SUPPORT r, L • ✓ The time spent prior to concrete placement pays huge ` • dividends in job efficiency, accuracy, and profitability. The r • - following items should be completed. • ✓ 7 • Horizontal wood strapping is required on both the inside and outside of the wall when: r ' 1".." • The offset between joints is less than 8" (203mm) ✓ - between courses. \ J r • There are more than 3 foam bar beyond a web. L • • • - • Vertical joints are directly on top of each other. L • 4 bars r • Window or door openings occur less than 4ft • ■ Z (1.220m) from a corner. (Run strapping across ✓ O opening to corner). • r • Temporary wood straps are required around window and door openings to maintain straightness. • I ,,,) • Cross bracing with 2x4 supports is required inside • • Z window and door bucks to hold bucks in place and prevent sagging or bowing. r • Foam adhesive can be used on wood and plastic bucks ▪ • to provide additional buck support. • L . r L . L • ✓ , www.logixicf.com . . Good. Solid. Logix. 2-41 LOG iX b NSULATFO CONCRETE FORMS L 4 Rev. Dec 01/05 ✓ I PRODUCT MANUAL 2.10 - ADDITIONAL FORM SUPPORT . CONTINUED r • . • Foam adhesive should be used to secure all height r 1 adjusters. • II r ■ _ t- 40 ' A • All outside corners should be reinforced with tape or , -'.4 4. wood strapping. . = 1 1 . y • The top course should be secured with adhesive foam or . � . : ,„4 y . A: zip t i e s. • ' ( • , r 1 • Sloped walls should be properly foamed and braced. ✓ 1 • Radius walls should be secured with foam adhesive and o ■ .4 flexible strapping material. — • 1 ( D ♦ A V • Forms in all lintels should be secured end -to -end with • 1 zip ties. Z . • 0 — I - 1 • The middle of large openings should be vertically braced 1— L to prevent tipping. < . 1 • A J • All forms should be firmly seated to prevent settling. < r 1 I- . VI Z r 1 • I ✓ 1 • • ✓ 1 • • I 1 • I I 1 ✓ J l • www.logixicf.com • y 1 Good. Solid. w 2 ! QG R 1X , : Solid. LO91X• 4 2 Rev. Dec 01105 . r PRODUCT MANUAL 2.11 - WALL ALIGNMENT SYSTEM • J ✓ j A wall alignment system is used to keep the wall straight i plumb during g concrete and Typically, � '�,►. � k ,. placement. YP icall Y- r . wall alignment system is installed on the inner side of the LOGIX wall. ✓ , Each alignment unit consists of a vertical upright steel channel with slots for attaching screws to the LOGIX webs, a turnbuckle arm, and a scaffold bracket. r • After installing 2 to 4 courses of LOGIX forms (depending on wind and other conditions), attach the alignment system to the webs using #10 screws with a hex head. — �' ; r " Screws should be snug, but not tight. ✓ , ♦ J ti 1 l7 ...� .t Place alignment units no more than 2ft (0.610m) from each corner or wall end, and every 7ft (2.134m) or 0 { less thereafter in accordance with The OSHA/OHSA ✓ "R _ requirements. Alignment units should also be placed on Q R r either side of every door and window opening. r L J -4 4 • , STEP 1: Attach the upright steel channel to the LOGIX \ J webs with a screw in each course. The screws z should be snug but not tight. Always place screws • near the top of the slots to accommodate settling at the interlock during concrete placement. IL J ftj ✓ 1 \ ✓ , \ .4 ✓ , ■ Good. Solid. Logix. IL �C7 � X NSULATEO CONCRETE FORMS r L A Rev. Dec 01/05 r 1 PRODUCT MANUAL 111 - WALL ALIGNMENT SYSTEM • CONTINUED r , STEP 2: Attach a turnbuckle arm to the upright with a , • , 0.111111111111 ill bolt and then secure to the floor or ground. In ▪ ' 111 III light or sandy soil, additional care must be taken _ 1 i 1 to secure diagonal turnbuckle. • ' r • f STEP 3: The scaffold bracket is then inserted behind the • top of the turnbuckle and secured at the bottom I 1 l with an additional bolt. • • • STEP 4: Place the appropriate scaffolding planks and rails ,' s according to safety regulations. For requirements 11.1 . J . " Y' on toeboard and handrail configuration, consult in ; 1, :s . OSHA/OHSA. — ' • i-- a _ . i F . ;91` 1 1 ' I STEP 5: Prior to concrete placement, make certain walls ' 1 p t I are aligned perfectly plumb, or leaning slightly 0 A I r 1 ip:111/4,, — inward. The wall must not lean out at all. l• Q / STEP 6: A string line must be used to achieve straight J • / walls. ct I l J VI STEP 7: Before, during and after concrete placement, the z • diagonal turnbuckle arm is used to adjust wall — • , straightness to stringline. • • . ✓ 1 L i r I 1 • J r . www.logixicf.com , • Good. Solid. Logix. 2— 4 4 L OG I X ` NSULATED CONCRETE FORMS Rev. Dec 01/05 l . r • PRODUCT MANUAL 2.12 - FLOOR CONNECTIONS r L s 1 Any type of floor system can be easily integrated with L ' LOGIX. For any questions or assistance, please contact ✓ your local LOGIX representative. • r • A r • i ✓ 1 L W • .4 ✓ \ ✓ ' L Z 0 L i I■ a ✓ J L s J r L J r • t r r • • • r • • I r L r • Good. Solid. Logix. INSULATED � CONCRETE FORMS ■ Rev. Dec 01/05 • 1 PRODUCT MANUAL 2.12.1 - LEDGER WITH ANCHOR BOLTS & JOIST HANGERS r , a I STEP 1: Place LOGIX blocks to a height allowing 2" r • (51mm) minimum coverage over embedments. 1� LOGIX FORMS ANCNORB Ts AS PER SPEC Ream' Oil STEP 2: Snap chalk lines directly on forms to mark the top ` CUT OUT FOAM 0B5' VIII and bottom of the proposed rim joist. r ` II JO ST HANGER IryNIIII L. 4 Dd_UMBER LEDGER STEP 3: Cut openings between chalk lines to r • A accommodate anchor bolts. The quantity and spacing of anchor bolts will be determined by ' J 1011 code or engineering. Make certain that cuts are LOOM FORMS flared to facilitate proper concrete placement. ,,, r ANCHOR BOLTS AS PER sRP REBM iii l���l- Q . J 81 �����illllfL ENGNiEEREC r , CUT OVIFORM ® /5' VIII Ilgl - ° FLOOR TRU, STEP 4: Pre -cut ledger to length. Pre -drill and install ,o,ST R r ' _ LVL LUMBER LEDGER anchor bolts, washers and nuts as per hole layout l7 hYI I r and local code. z 0 rr �rr for full size CAD drawings STEP 5: Attach ledger with screws into webs to hold in — n L see Section 5.6 ~ place while concrete is placed. Once concrete is cured, tighten anchor bolts. —' r STEP 6: Attach joist hangers to ledger according to hanger � , manufacturers' specs. z r � r r 4. .4 r . J • • J r www.logixicf.com Good. Solid. Logix. 2 — 4 6 J OG iX ' NSULATEO CONCRETE FORMS r Rev. Dec 01/05 J r PRODUCT MANUAL 2.12.2 - STEEL ANGLE IRON LEDGER • , , • . ✓ , When floor spans become very long or concrete topping is � � I applied to the floor, a wood ledger may not be adequate II�"IIII ` to support floor loads. In this case a steel angle iron can ANCHOR EOM AS QER SPEC REBM l ull/ �f ll 0 °l ���� ENGNVEERFD be used in place of a wood ledger. The angle iron can ll sB FLOOR MSS CUTWTFOAMpAS'.— IIIY \ support much more weight and also eliminates the need Lrx3'x1l<' c /w5/8' • J ANCH0R58"'E°°"' for joist hangers, as the floor system sits right on the angle. • ifITI for full size CAD drawings To install an angle iron ledger follow the steps in Section see Section 5.6 2.12.1, but use pieces of plywood to temporarily hold the bolts in place. After the pour drill and bolt on the angle • • iron. Local steel fabricators may be able to pre -drill your ✓ — angle iron. • • ✓ Another alternative is to pre- fabricate an angle iron with A Z anchor bolts or nelson studs welded directly to the angle. ✓ 0_ The entire assembly is then cast in place. This application • I- is described below: • / J STEP 1: Cut the foam out as you would with the wooden ledger then screw on 2x4 to cover the bottom of the cutout. The 2x4 temporarily supports the I , Z angle assembly so it must be installed level. • . STEP 2: Sit the angle assembly on top of the 2x4 and tight up against the forms. r • ✓ , L • • 1 l • • www. logixicf.com • • Good. Solid. Logix. 2 -47 L.OGIX 1 11INSULATED CONCRETE FORMS F L , Rev. Dec 01/05 PRODUCT MANUAL 2.12.2 - STEEL ANGLE IRON LEDGER L • CONTINUED , • J STEP 3: Screw strapping along the top edge of the angle r , to keep the assembly against the form during pour. , , • A STEP 4: Pour concrete and cast the assembly in place. r a J STEP 5: After some curing place floor systems on the angle r ■ and establish layout. Once layout is complete fasten the floor joist to angle with a tech screw ` or by ram -set. You may decide to attach a nailing surface to the bottom leg of the angle iron to nail w ' joists to. o a J J NOTE: It is code in some areas for the angle assembly to be primed. Z a J O f.- • I r _ a ■ I 1 a J V1 Z r a A I a r • J r . • r l J r ■ r � Good. Solid. Logix. 1 OG l l �( CONCRETE FORMS Rev. Dec 01/05 . 4 I .. PRODUCT MANUAL 2.12.3 - BRICK LEDGE FOR TOP & BOTTOM CHORD BEARING SYSTEMS L • ✓ The LOGIX Brick Ledge form can create a load bearing ■ surface to support floor systems, including: r OM* ir- • AA- L ' • Top chord bearing trusses toe • Bottom chord bearing trusses or joists ■■ — • Cast in place concrete floors • Pre -cast concrete floors L. J STEP 1: The Brick Ledge and the course above it must be foamed or otherwise secured down along the W entire course to eliminate tilting or separating. I LOGI %WALL " TREATED SILL STEP 2: If the LOGIX block in the course above the Brick ti II ` }l�.ANCHOR BOLTS TO CODE —_ BRICK LEDGE FORM L EP Ledge is of a smaller width than the Brick Ledge, STIRRUP 1. rL - - • Z II I additional form support will be required. .0011 I VIII ∎S_ O r TOP CHORD STEP 3: Install rebar in the Brick Ledge as specified. Butt L A III BEARING TRUSS joints are preferred for rebar in outer edge of Brick Ledge. Install 20" (508mm) long stirrups in • A each Brick Ledge cavity, including the very corner. r 11 for full size CAD drawing L A see page 5 -47 STEP 4: As concrete is placed, install embedments as r . z L A required. r L / • L • • � J ✓ 1 • .4 r L I www.logixicf.com Good. Solid. Logix. 2 -49 P ER I ES Rev. Dec 01/05 r • PRODUCT MANUAL 2.12.4 - LEDGER WITH SIMPSON BRACKET ` J & JOIST HANGERS , , l J The ICFLC & ICFLC -W ledger connector system from Simpson Strong -Tie is designed for mounting steel or • ' s- - ter wood ledgers on ICF walls. The perforations in the embedded leg anchor it within the block. The exposed ` 0 _ flange provides a structural surface for mounting either a • wood or a steel ledger. The ICFLC bracket is the portion ` .4 Q - � i " p , w , inserted into the block and embedded into the concrete. r . • The ICFLC -W bracket is used with 1-1/2" (38mm) ledger ` material. The ICFLC -CW bracket is used with 1 -3/4" r i (44mm) engineered wood ledgers. These brackets are • ' installed on the ledger and attached to embedded ICFLC. r . W • Maximum /r/ STEP 1: Place LOGIX blocks to a height allowing 2" - r III I (51 mm) minimum coverage over embedments. � J r . • _rt a Z STEP 2: Snap chalk lines directly on forms to mark the top O • - WI or bottom of the proposed rim joist. For ledgers - ' less than 10 -3/8" (264mm) deep, brackets should i_ !!*1 a be installed to the top chalk line. For ledgers more < ' N than 10 -3/8" (264mm) deep, brackets should be -' L a installed to the bottom chalk line. For steel floor 1- ' ` joists and ledgers, brackets should be centered on vl I the proposed ledger. z r • I STEP 3: Create vertical cuts to accommodate ICFLC ' • J bracket. Make sure these cuts are made directly opposite the thinned channels inside the form so ' that when inserted, the bracket will be exposed to the maximum amount of concrete. The quantity ' and spacing of brackets will be determined according to the table on page 2 -52. ' l J r . L i www.Iogixicf.com r Good. Solid. Logix. 2-50 B OG ix ` NSULATED CONCRETE FORMS r Rev. Dec 01/05 . ✓ 1 PRODUCT MANUAL 2.12.4 - LEDGER WITH SIMPSON BRACKET , , & JOIST HANGERS CONTINUED . J r • - STEP 4: Place concrete and consolidate, ensuring brackets tlb' are fully embedded. r . ,01 STEP 5: For wood or composite ledger, after proper concrete curing, the ICFLC -W or ICFLC -CW and appropriate ledger material can be installed using ✓ 1 fasteners provided by Simpson Strong -Tie. • J • 1 It is recommended to temporarily install ledger to chalk line, fastened to webs within 1" (25mm) of the top edge ✓ 1 ,:;.0 , ,:_ : of the ledger. This will make it easier to complete the o * ; < installation. Slip ICFLC -W or ICFLC -CW underneath wood ✓ , — ledger and attach the screws as required. I .. r ledger, position ledger steel led er, osition led eragainst ICFLC, level, and • z ` 1 + attach using appropriate fasteners as required by floor O ,- ✓ _ _ . manufacturer. L J MIS1Ii$ P In"ON! .e: :-":c I �' ' NOTE: Industry studies show that hardened fasteners It ° can experience performance problems in wet J ` ,� ,.." " ° environments. Accordingly, use this product in dry N environments only. In addition, due to its corrosive • z for full size CAD drawing nature, treated lumber should not be used with see page 5 -44 this product. Complete technical data is available at www. ✓ 1 strongtie.com . J ✓ 1 L. J ✓ 1 k .4 ✓ 1 • Good. Solid. Logix. INSULATED NC CORET FORMS ✓ 1 I. A Rev. Dec 01/05 Simpson Strong -Tie Ledger Connector Loads & Spacings 4" 6 ", 8" & 10" 4" 6 ", 8" & 10" Spacing to Replace Anchor Bolts'• LOGIX ICF LOGIX ICF LOGIX ICF LOGIX ICF Allowable Allowable Factored Factored GI Vertical Vertical Vertical Vertical 1/2" Dia. Bolts at 5/8" Dia. Bolts at 0 Ledger Type Model No. - Resistance Resistance' Resistance Resistance 0 CL lbs lbs lbs lbs 12" 24" 36" 48" 12" 24" 36" 48" 0 (kN) (kN) (kN) (kN) (305mm) (610mm) (914mm) (1220mm) (305mm) (610mm) (914mm) (1220mm) 0 O 2xD.Fir -L /SPF ICFLC 1375 1894 1890 2630 4' 4' 4' 4' 3' -9" 4' 4' 4' n w /ICFLC -W (6.12) (8.42) (8.41) (11.70) (1220mm) (1220mm) (1220mm) (1220mm) (1143mm) (1220mm) (1220mm) (1220mm) 1 3/4" LVL ICFLC 1375 1894 1890 2630 4' 4' 4' 4' 3' -6" 4' 4' 4' D w/ ICFLC -CW 0 (6.12) (8.42) (8.41) (11.70) (1220mm) (1220mm) (1220mm) (1220mm) (1067mm) (1220mm) (1220mm) (1220mm) Z to (0.054 ") 16ga ICFLC 1770 1894 2435 2630 1' -3" 2' -3" -- -- 1' '2 -. -- C (7.87) (8.42) (10.83) (11.70) 1381mm) (686mm) -- -- (305mm) (610mm) -- -- r (0.068 ") 14ga ICFLC 1770 1894 2435 263/) 1' 2' - -_ 9" 1'_6° I (7.87) y3 42) (10.83) (11.70) (305mm) (610mm) -- -- (229mm) (457mm) -• -- N IV 4" 6 ", 8" & 10" 4" 6 ", 8" & 10 ° Spacing to Replace Anchor Bolts' 4 ' 6 ( LOGIX ICF LOGIX ICF LOGIX ICF LOGIX ICF N I Allowable Allowable Factored Factored VI Vertical Vertical Vertical Vertical 2-5/8" Dia. Bolts at 3/4" Dia. Bolts at N p Ledger Type Model No. Resistance' Resistance Resistance Resistance C. lbs lbs lbs lbs 12" 24" 36" 48" 12" 24" 36" 48" r k M (kN) (kN) (kN) (kN) (305mm) (610mm) (914mm) (1220mm) (305mm) (610mm) (914mm) (1220mm) ` i n C 2xD.Fir -L/SPF w! ICFLC -W 1375 1894 1390 2630 1' -9" 3' -9 "' 4' 4' 3' -6" 4' 4' 4' 0 g9 3 (6.12) (8.42) (8.41) (11.70) (533mm) (1143mm) (1220mm) (1220mm) (1067mm) (1220mm) (1220mm) (1220mm) 1 3/4" LVL ICFLC 1375 1894 1890 2630 1' -9" 3' -6" 4' 4' 2' -9" 4' 4' 4' VI T w / ICFLC -CW (6.12) (8.42) (8.41) (11.70) (533mm) (1067mm) (1220mm) (1220mm) (838mm) (1220mm) (1220mm) (122 -- (0.054") 16ga ICFLC 1770 1894 2435 2630 -- -- -- -- -_ __ _ _- (7.87) 8.42) (10 83) (11.70) (0.068 ") 14ga ICFLC 1770 1894 2435 2630 - -- -- _ - - - - / (7.87) (8.42) (10.83) (11.70) - -- -- - -- _ __ _ u, I 1 kN = 224.8lbs = 102Kg RI ∎ 1. Minimum steel ledger specification is Fy =33ksi (23OMPa) and Fu =45ksi (310MPa) in accordance with CSA S136 -94. (.11 g 2. No load duration increase is allowed. 3. Spacing is based on vertical load only. n 13 4. For steel ledger, spacing is based on a combination of ledger gauge & anchor bolt diameter. Spacing is closer for a 14 gauge ledger in order to achieve the equivalent bolt/ledger 0 11/1 capacity. d O rim- 5. Minimum concrete compressive strength, f c, is 2500psi (17.25MPa). Z 6. The designer may specify different spacing based on the load requirements. Z z 7. The factored lateral resistance, parallel to the ledger and ICF wall, is 2901bs (1.29kN) at 1/8" (3mm) deflection with no increase allowed. Use interaction equation for combined m X lateral and vertical loading to be less than 1.0. Some ICF systems may allow horizontal installation of the ICFLC to achieve higher lateral loads in addition to the ICFLC installed for the v C O CD ' vertical loads. MI ° 8. For more information contact Simpson Strongtie at www.simpsonstrongtie.com D S 9. Industry studies show that hardened fasteners can experience performance problems in wet environments. Accordingly, use this product in dry environments only. In n m- a addition, due to its corrosive nature, treated lumber should not be used with Simpson Strongties. - ° T , O -I 01 I N S T A L L A T I O N G U I D E r "I r r' r i r' r i r- r-4 r i. r '< r 1 r -1 r ■ r -1 r .1 r 1 r r r - 1 r r L / L • L / L 4 L J L A L 4 L A l A • .4 l • J •A • .4 L I l J LA L . J l Al ■ 1 L A r • PRODUCT MANUAL 2.12.5 - McMILLAN JOIST HANGERS ✓ , l • F , The McMillan Joist Hanger is designed to support I. ' + • wood floor joists to ICF walls. The perforations in the ✓ I O embedded leg anchor it within the block. The exposed ▪ J i � end provides a 2.5" x 2.5" (63.5mm x 63.5mm) structural r • _.now bearing surface for mounting wood joists with optional now l • Ammar ammo rat NZ MIME PM °°W` sizes of 1 -9/16" (40mm), 2- 9/16" (65mm) and 3-5/8" ✓ , (92mm). WAGER + , m STEP 1: Determine height of floor and subtract height of l • floor joist. R ADII G WOE ! ITa- MIDI WAD WOOF r • LJJ 31DE VIEW END VIEW for full size CAD drawin STEP 2: Level marks with a transit or measuring tape and ✓ ■ — � --- -' , g see page 5 -46 chalk line. • • V . STEP 3: Screw a 2x4 ledger at chalk line to set joist hanger J Z , 'Ft On. r • — - -. _O .. i. a STEP 4: Place joist hangers to floor joist layout spacing. r • J Et STEP 5: Cut two vertical slotted holes with a keyhole Q • J 1- saw, slide joist hanger into ICF block, fasten if LA r • Z necessary. STEP 6: Ensure the joist hangers are sitting straight after :7" * - : i; . • A . _ , the placement of concrete. ✓ , y' _ , 1 • v ' iii lip ■ A Aift ■ r • ♦ ■ I 1 www.logixicf.com Good. Solid. Logix. 2-53 L OG !X NSULATED CONCRETE FORMS r • >, 4 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.12.6 - TRANSITION LEDGE r • • 4 A transition ledge is commonly used when the LOGIX r walls will be continuing up to the roofline. r � The ledge created when transitioning from a wider to a narrower wall can provide a suitable bearing surface for r • many types of floor systems. .4 ■ For additional bearing support LOGIX Taper Top and Transition forms can be used as the top course when transitioning from a 6.25" (159mm) to 4" (102mm) LOGIX wall. • , W • — r , L l7 . , Z . 0 • . Q r J J 4. .4 Q r , • / z r , • i ✓ ' a 9 • i r • • A I • a A r • 4 . • r • Good. Solid. Logix. � �G � �( • ■ NSULATEU CONCRETE FORMS r Rev. Dec 01/05 A ✓ ' 1. PRODUCT MANUAL 2.12.6.1 - TRANSITION LEDGE WITH TAPER ✓ TOP FORMS L ✓ N LOGIX 6.25" (159mm) Taper Top forms can be used as RECESSED ANCHOR LT?WASIERJNUT SET IN TREATED SILL the top course when transitioning to a 4" (102mm) wall. SUBFLOOR r Alternately, 6.25" (159mm) Standard forms and corner *+, FLOOR JOISTS forms can be hand cut to create Taper Top forms. - RIM JOIST L , J IJ . �E TREATED 2 X 4 SILL PLATE LOGIX 8" (203mm) Taper Top forms can be used as the — TAPER TOP FORM top course when transitioning to 4" (102mm) or a 6.25" ANCHOR BOLTS TO CODE L A " REBAR TOCODE (159mm) wall. ✓ � .010 • A - When hand cutting Taper Top forms, be careful not to drop foam scraps into the wall cavity. L A W LOGIX 4' WALL TO ROOF I 1 - ; SUBFLOOR _ ' !� - FLOOR JOISTS STEP 1: Set Ta per Top form as the top course of the lower oll � » / / RIM JOIST wall. Z { • TREATED 2 X 4 SILL PLATE O �/L STEP 2: Using short lengths of #4 (10M) rebar, provide a r TAPER TOP FORM /1 bearing support for the unsupported edge of the ANCHOR BOLTS TO CODE � _ p " upper (narrower) form. r • J J STEP 3: Install upper form, using foam adhesive to F prevent lifting or tipping at connection. ✓ , Z L A - STEP 4: 1x4 lumber can be attached vertically to the outside of the forms to assist in wall alignment. ✓ , L , STEP 5: Right after concrete placement, trowel off the ledge while checking for level. Insert embedments as required. ✓ , l , r 6, • I 1 L Good. Solid. Logix. OG I X INSULATED CONCR FORMS F • A Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.12.6.2 — TRANSITION LEDGE WITH , 6.25" TRANSITION FORMS r , • I LOGIX Transition forms provide more bearing support r 4 than the LOGIX Taper Top forms. The Transition forms 1. are currently available in straight units, 6.25" (159mm) • V _ _ widths (see Figure la & 1b). ` , _ - r \ re. 4F /_ Whe transitioning from 6.25" (159mm) to 4" (102mm) 6, 1 wall the L OGIX Transition form can rovide additional II, provide support for heavier loaded floor systems. ` I \ The corbel ledge of the Transition forms can support a • Figure la: LOGIXTM 6" Transition Block load of up to 13001b /ft (19kN /m) providing a total bearing r \ Iii s eat length of 3.75 (95mm). • ` 750" 3.750" — F [19mm] 1 1[95mmji , ■ With the corbel extending 1.75" (44mm) form the face l9 of the wall, it also adds an aesthetic crown moulding -like r , Co `� cs, ril zo t _. feature when used as the top course of an interior wall. Z • • _- n 1.750' Creating corner forms are easily installed, and is very [44mm] similar to creating corner forms with LOGIX Brick Ledge Q r • •4_( ri_'• forms (see Section 2.7.4). _1 1, 4 2.75" i, 1 6.25" l Y 2.75" Q [70mm] [159mm] [70mm] r \ H ` For bracing installation, refer to Section 3. If the bracing v, Figure 1b: LOGIXTM 6" Transition Block End View placed on the corbel side of the forms, the upright Z r , vertical channel should terminate just under the corbel of ` 4 the Transition form. r , r' r l J I II mcmmmm.o t,. ,. • I q n'oc� �1 +}IIl9 _ , \ �iriY • J ini iiim , Ji F \ 1. .4 www.logixicf.com . r ` Good. Solid. Logix. 2 — 5 6 OG IX • ' NSULATED CONCRETE FORMS ✓ \ Rev. Dec 01/05 • 4 L J PRODUCT MANUAL 2.12.6.3 - TRANSITION LEDGE WITH ✓ , CORNER BLOCKS L A ✓ , Transitioning from a wider block to a narrower block is L J Top course commonly used in cases where a thinner wall becomes r • II Bo economical (, below grade wall to wall), .I system, or finishes such as brick veneer. r • When transitioning at corner locations using corner blocks, you might find that the interlocking knobs on ✓ the top side of the wider bottom block (bottom course) L A . do not interlock or align with the underside of the top r • ,Y narrower block (top course). As a result, the top course Interlocks 0 will not sit or snap into its proper position (see Figure la ✓ , — -- & 1 b). 6. A Figure la. Proper alignment of top course 0 to bottom course. Interlock aligns with ✓ ■ underside of top course. This occurs in transitions at corner location only, and is • A Z easily resolved by following a few simple steps outlined ✓ , below. L J H N r • Z L J — 01 ✓ , L • ✓ ` Figure lb. Improper alignment of top L • course to bottom course. Interlock does not align with underside of top course. ✓ , L I ✓ , L • I , • IL A Good. Solid. Logix. INSULATED CONCRI FORM: u r • L J Rev. Dec 01/05 r • PRODUCT MANUAL 2.12.6.3 - TRANSITION LEDGE WITH • ' CORNER BLOCKS CONTINUED r • / STEP 1: Cut the interlocks off the wider corner blocks (it r • may be necessary to cut the interlocks off the ` rest of the blocks on the bottom course to ensure r • A the top course can be placed flush on top of the • 04 previous course). r , Adigh As an alternative, Taper Top blocks for the bottom r course can be used. The Taper Tops provide more ` flexibility since they can be adjusted to ensure the r • Step 1 interlocks align wit the top course. ` ' ✓ , LLI STEP 2: Apply foam adhesive prior to installing the top o course. — r • 41 STEP 3: Install the top course beginning with the corner z block and continuing around the building perimeter. — 1-1 i _ \ J Step 2 Q r 1 J J 6. Q r , • J N r4PP z r , • i 11100 41 y • I • • A • Step 3 r I • A ✓ , • r • (J� d� Logix. INSULATED i. - GOOd. SOIICI. LO91X. CONCRETE FORMS ✓ , Rev. Dec 01/05 , A • J PRODUCT MANUAL 2.12.7 - TAPER TOP WITH SILL PLATE r L J ✓ The Taper Top form crates a greater bearing surface at the • ' top of the 6.25" (159mm) and 8" (203mm) walls. With site modifications, up to 12" (305mm) of bearing surface is possible. r STEP 1: Taper Top forms need foamed do otherwise secured to the to be course belowwn or . L • ✓ STEP 2: Trowel concrete flush with top of forms, or inset • J as required. Be sure to check for level. • .4 SIDING ASPERSPEC STEP 3: Insert embedments as required. ✓ — L 2X6" PLATE Uw SILL GASKET 'I y & AB. AS PER SPEC r 1 _= ACRYLIC PARGING L . Zd LOGI %TAPERED TOP O WATERPROOFING iss ✓ 1 L • . / 1 for full size CAD drawing ✓ 1 J see page 5 -39 Q r H L J< N r • L ✓ 1 L A r • • • L • I • ✓ 1 • • ✓ 1 www.logixicf.com ` Good. Solid. Logix. 2— 5 9 L O G I X NSULATEO CONCRETE FORMS L J Rev. Dec 01/05 r • PRODUCT MANUAL 2.12.8 - CONCRETE FLOOR SYSTEMS L. • r \ . J Building with LOGIX will allow you to explore many r concrete floor system options. Our walls are stronger • and can support added weight that wood or steel r \ frame buildings may not. Concrete floor systems are very popular in multi - residential buildings where the r transmission of sound and fire are a concern. They are • ' also growing in popularity in single - family residential r applications. • .1 • • L. J W r 11111111.17 L. J j -hi , t , - l7 Win= ,•glr: I 0 II — n J r J J • .4 • '; Z r . • J ✓ \ . r . J r . J . J www.logixicf.com r Good. Solid. Logix. 2-60 O�7 iX ` ' NSUl4TED CONCRETE FORMS I \ Rev. Dec 01105 • ✓ , ■ . PRODUCT MANUAL 2.12.8.1 - PRECAST CONCRETE FLOORS ✓ , . r • ` Pre -cast floor systems are poured at the factory and �w j IIIIII ..,� shipped to site then craned in place. They are usually ' VIII —,, , • IIII ,. tensioned with steel cables cast in the concrete to provide 001 * ro 'la R 1 1.1RR�aR maximum strength. Pre -cast floor are fast and can have COM r - I VIII 1 very long clear spans. V II I I � � 10 ✓ � m Typically the LOGIX wall is constructed to the desired :mum riarafow height and the pre cast planks sit directly on the cured r • concrete. The planks, typically 4ft (1.220m) wide, are craned in place and the groves between planks are r • w 1300611110M DOM 30°"M 11101 IIIIII grouted together. A 2" (51 mm) topping is poured over Mn 11.111111 _ MINN O. Wa lURM O. the deck to provide a smooth and level finish. .� p I , ', u D I«R�R • ' UMW. 111104 �ll The reinforcing of the wall is tied in to the grouted 6 A� ��L�I r ✓ „ g,,,�,,,, , grooves to secure the floor in place. The vertical . . z „ - EE.=uvu films 1 reinforcing of the wall is extended past the planks to 0 U secure future levels of LOGIX. . . 1— Pc • J . _ See floor manufacturer for specific i nstallation L _ - for full size CAD draw J - see a e 5 52 requirements and details. A 9 r . Q I L . LA ✓ , Z L ✓ ` ✓ , • I I • ■ . r • L . I • a I • www.logixicf.com ` Good. Solid. Logix. 2 — 61 J OGIX" NSULATED CONCRETE FORMS ✓ , • A Rev. Dec 01/05 . , PRODUCT MANUAL 2.12.8.2 - HAMBRO FLOOR SYSTEM 1 J ✓ , 1 J The Hambro floor system is a proprietary composite floor r . SIDING AS PER SPKJ �i � { � - system that combines open web steel joists and a 2.5 " -5" 1 A rt9N EN TO LOG %WE %N%N B FAST MANOFACTUR AWGASPER + 1111M LOGIA FORMS I (64mm - 127mm) floor slab The joists are spaced 4`-1" r 1 IIIIIIIIIN SPECS � WEIDED MESH iiI11 7 (1.225m) O.C. and held apart with locking bars. Then ACP I!I I , WARTERPROOFRlG I� temporary plywood forms are placed between the joists • J an d th c oncrete deck is poured. After sufficient cure the plywood forms are removed. Hambro is a fast and r , efficient concrete floor system and can span upwards of • J SIDING ASPER SPEC Al • %FORMS 25ft (7.620m). . , VIII 1/T SIOEIROCK MIN. ..,== R EAMNG AS PER Il l VI II FASTEN TO LOCO WEB L J SPECS I I��j i WELDED MESH a l��ll � { - _ ' The open joist design makes for easy mechanical and r '' ACRYLIC PARG' i�1 - utility installation. o WEED. ,.. ✓ 1 = 1 J See Hambro for more details: www.hambrosystems.com LD Ilfor full size CAD drawing r see page 5 -51 Z ` J 0 . , I— . J a ✓ , J E. J a 1— • , 1 J V7 Z 1 1 a. J ✓ , ✓ , B. I ✓ 1 • J ✓ 1 ■ J ✓ , I. J www.logixicf.com r , Good. Solid. Logix. 2 — 6 2 B OG IX • J NSULAT ED CONCRETE FORMS Rev. Dec 01/05 . 4 r • PRODUCT MANUAL 2.12.8.3 - STEEL COMPOSITE FLOOR SYSTEM L. 4 r • _' Composite floors are a combination of steel and concrete - i " that is bonded together to create a very strong floor. The -� —_ steel composite decking is a corrugated steel pan that has • _ == deformations that bond securely with the concrete. The steel deck is the formwork for the pour and then acts as L """""...." reinforcement in the concrete. These systems are quick obi ��s ale,, to install and are comparatively thin, resulting in more °" - headroom in the finished. �� �� It may be necessary to temporarily support the pan until SIDING AS PER SPEC "�" the concrete has sufficient cure. ✓ W 111 11!1,1 COMPOSDEGTEEL DECK AS PER SPEC r — - For more info and design consult your floor manufacturer ACRYLK PARGING / TEIIMIN YERTKAATELBAR 1610 111 � II L FORMS OFPDDA °Y" and your local design engineer. S 1117 WATERPROOFING 112" E N TO OCX MIN. fA5 TO LOGU WEB • Z 0 L • I SIDING AS PER SPEC Fill ✓ a ` .4 COMPOSITE STEEL DECK AS PER SPEC • , ACRYLK PA IIGING rill MINATE RTICAL BAR f -•• I I II 2 GO(FO TOP OF POUfl (IYP./ LOGIX FORMS WATERPROOFING MIN FASTEN TO LOGIXWE8 r . J ✓ M for full size CAD drawings , see page 5 -50 r . r r l I ✓ www. logixicf.com • ` .4 Good. Solid. Logix. 2 -63 LOGIX NSULAT ED CONCRETE FORMS , 4 Rev. Dec 01/05 I PRODUCT MANUAL 2.13 - ROOF CONNECTIONS , / ■ A Roof connections can be attached to the LOGIX wall in a of ways. Several factors can affect which method to use such as area of the country and wind conditions. r , n NG ' i. .. ` / - KEl I pill / , ` OU I/SSNEERgCM / F � s II11111 ✓ , . A r • �J for more full size CAD drawings . J see Section 5.8, Roof Connections / 1 W L A G ■ ✓ 1 - J 0 ✓ , Z a / 0 I ■ J Q r , J L 4 a I ■ i- / VI Z — L A I , ✓ , L J r ■ J ✓ 1 L A a A www.logixicf.com r , Good. Solid. Logix. 2-6 4 P ER I S Rev. Dec 01/05 . J ✓ , PRODUCT MANUAL 2.13.1 - INSET SILL PLATE , , I. I I , This method of sill plate attachment is on one the most energy efficient. The LOGIX foam on each side provides ✓ HI,G an excellent thermal barrier. a 4 ' I DM GUTTER \ \ T" ✓ 2,4 SILL ON SILL GASKET gNCNONBOLTS S 11 h 9III ,,r STEP 1: Trowel the concrete out to a level below the top �1 , � °�"°" of the form equal to the depth of the sill plate. ✓ Use a site built wood trowel. Be sure to cut the trowel board to the full width of the concrete for more full size CAD drawings core. L see Section 5.8, Roof Connections STEP 2: Install embedments as required. ▪ J F ♦ — ✓ � \ I Z . ✓ ♦ Z . J r r \ . r r r / \ www.logixicf.com • Good. Solid. Logix. 2 -65 oGIx NSULATED CONCRETE FORMS r L. s Rev. Dec 01/05 PRODUCT MANUAL 2.13.2 - TOP MOUNTED SILL PLATE . , • / This method is typically used when additional wall height r is required. s ROOF SIEATNING ROOFRK. ., . muss ✓ e RAIN Gt1IlFN , ,,. STEP 1: Trowel concrete flush with top of form and A ,...i40111111Ithi....- � 41 I �_ ~ recheck for level. • 271R KATEtlw SRLGAA2T � : II ■ 6A &AS PEA WW2-T._ ill1 1 1 III LOOM FORMS STEP 2: Install embedments as required. r \ J ✓ \ 'r , \ L ROOFSNFATNING I \ ROOFING -, , i16* LJJ ■ ' i r LA SRL ON SILL GASKET a orx sous As PEA moo I T/Z'SNEEmO[R • • 1 LOCO FORMS . A nm L 0 ✓ 1 Z . A 0 W . for more full size CAD drawings — see Section 5.8, Roof Connections �, El Q J r \ J \. A Q r • I— i. / N Z r 1 ■ / r ■ J r \ / ✓ \ S. A ■ A I 1 ■ / www. logixicf.com • r Good. Solid. Logix. 2 — 6 6 B OG IX NSUTATM CONGAETE FOAMS ✓ \ Rev. Dec 01/05 . A ✓ ■ • J PRODUCT MANUAL 2.14 - SERVICE PENETRATIONS I • L. A I 1 Identify and size all service and utility penetrations. Install all appropriate and properly sized sleeves where I 1 required, remembering that lightweight sleeves can be crushed during concrete placement. ,� � • ✓ 1 ` J List of possible service penetrations . 1 ■ • Dryer vent • Water heater vent • J • Water I 1 • Sewer • w 1 0 •Electrical main service I , — 1 • Gas line •A/Cline 0 ■ • Furnace vent ` z . 1 , , • Air Exchanger /HRV IIII O_ R • Central vacuum or a- • Ducting I 1 Q • Bathroom vent J • Kitchen appliance venting I • < • Fireplace rough opening and vent V, • Pet door • 1 z \ I - ..' • 1 1 I 1 \ J I 1 \ J I • . • www.logixicf.com Good. Solid. Logix. 2-67 P ER I FORMS I 1 • .4 Rev. Dec 01/05 PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT r \ J PRE - PLACEMENT CHECKLIST ' • \ J DATE: ' • FOREMAN: • J JOB: • \ • Prior to placing concrete in LOGIX insulated concrete forms, be certain to mark off each item ' L i on the checklist provided in this section. r • 1. String line in place around the top of entire perimeter? • 2. Walls straight and plumb (not leaning out)? W ' \ J 3. Top course foamed or tied down and zip tied end to end to maintain dimensions? 4. Additional form support on all corners? — ' • 5. Have Tee -walls been foamed and supported? 6. Alignment - screw in every course? ' z • 7. Scaffold planking properly secured? o 8. All handrails and toe boards installed? — 9. All bucks cross braced? • 10. All bucks secured to wall? J ' • • 11. All buck concrete anchors installed? 12. All horizontal and vertical rebar in place? a r \ J 13. All lintel reinforcing in place? v, 14. All penetrations installed? Z ' 15. All beam pockets in place? 16. All floor embedments installed? ' 17. Are anchor bolts and hold -downs on site? • • 18. Has cavity of wall been checked, and foreign material removed? \ J 19. Plywood, screw gun, and saw on site? • • 20. Interlock protected by tape or other covering? 21. Proper concrete mix and slump ordered? 22. Concrete vibrator on site? \ • 23. Pump equipped with double -90 or reducer available? r • • www.logixicf.com . r Good. Solid. Logix. 2 — 6 8 J OG IX 1. NSULArED CONCRETE FORMS Rev. Dec 01/05 • J r PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT CONTINUED I , • .4 The most important stage of a successful LOGIX project is ` the concrete placement. Extra workers at this stage are important - be certain to have enough on hand during the pour to safely handle placement, consolidation, alignment, embedments, and cleanup. l J Ensure straight walls by placing a string line at the top course set off from the wall using 3/4" (19mm) pieces of wood placed in the corners. Check for straightness by running another 3/4" (19mm) piece of wood between the string and wall. Adjust the turnbuckles as necessary to o keep the wall straight during concrete placement. Walls ✓ — must be perfectly straight or leaning in slightly. • During concrete placement, watch the string lines to • Z monitor the wall for straight and plumb. r 0 Suggested minimum compressive concrete strength of 2,900psi (20MPa) at 28days. For seismic areas mix design should be confirmed with local codes or by an engineer. • h . ~ t „ The following maximum aggregate sizes are • z recommended for use in LOGIX walls: • . — Form Cavity Size, in. (mm) 4 (102) 6.25 (159) 8 (203) 10 (254) Max. Aggregate 3/8 (9.5) 3/8 (9.5) 3/4 (19) 3/4 (19) Size, in. (mm) r , - I • ■ l .4 ✓ www.logixicf.com • .. Good. Solid. Logix. 2-69 oG Ixw NSVLATE ❑CONCRETE FORMS Rev. Dec 01/05 ,. , PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT CONTINUED ' ' Concrete slump should be 5" (127mm) to 6" (152mm) for ' ` • ir best results. •. A pump truck with double 90° elbows or a reducer 1 attached to a rubber extension works best to control the ' ■ rate of concrete flow. • When placing concrete in 4" (102mm) forms, it is I recommended that the pump truck be fitted with a 3" ' (76mm) flexible hose end. ` l' • / Other methods of placement include conveyor truck, v crane and bucket, and directly off the ready mix truck. — r D .. O r 1, i . 0 ',.. . Lift height is determined by many factors, such as air , ^' � : temperature, concrete temperature, slump, etc. In z . '.,1i general, lift heights should not exceed 4ft (1.220m). _ ii E xample: on a 60 °F (15 °C) day with a 6" (152mm) slump, a )4 the lift height should be approximately 3ft (0.914m). J -J Below find a guide for a lift heights according to varying Q ' ` temperatures and with a 6" (152mm) slump. k „ z • Consult local ready mix companies for appropriate concrete mix design. r l Al When placing concrete below freezing or at temperatures ' above 100 °F (38 °C), it's important to protect all exposed concrete with insulation. r • • J r • . ✓ 1 www.logixicf.com r ■ Good. Solid. Logix. 2-70 oGix : NSULATEO CONCRETE FORMS ✓ , Rev. Dec 01/05 L r • • • PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT CONTINUED • • 1. J • ` Proper concrete consolidation is critical in obtaining a structurally solid wall. • r Use an internal vibrato with a head size of 3/4" (19mm) to 1" (25mm) and maximum 1 hp motor. Do not use a • , FAeasunnq < vibrator with a head larger than 1" (25mm). distance , ✓ 1 • • Appropriate internal vibration assures the strongest walls • • possible and is especially important for below grade application where the greatest loads occur, ✓ 1 The rule of thumb for internal vibration is fast in and ✓ — = = slow out, always moving, with a withdrawal rate of -- -- 4 approximately 3" (76mm) per second. ✓ , • 4 Z Temperature Lift Height (6" slump) O 1 40 °F (4 °C) 2'-2.5" (670mm) r . _ 50 ° F (10 ° C) 2` -9" (840mm) 60 °F (15 °C) 3'- 10.25" (920mm) 1 J 70 °F (21 °C) 3'- 10.25" (1170mm) 80 °F (27 °C) 4'- 4.75" (1340mm) 90 °F (32 °C) 4'- 11.5" (1510mm) � J ✓ I Z • • r • r • • J • • r • • J ♦ 1 • i • • www.logixicf.com • Good. Solid. Logix. 2-71 L OG IX NSULATED CONCRETE FORMS ♦ 1 • J Rev. Dec 01/05 i r PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT CONTINUED ✓ , STEP 1: Complete the pre - placement checklist. • . I STEP 2: Begin concrete placement under openings, filling • those areas and consolidating. r • STEP 3: Beginning no closer than 3ft (0.914m) from a corner, start filling the wall from the top, allowing the concrete to flow gently toward the corner. Then fill in that corner from the opposite side • . J using the same technique. • W • J STEP 4: Continue placing concrete around entire wall in appropriately sized lifts, using the same technique J at each corner to minimize fluid pressure. • Z STEP 5: As the concrete is being placed, consolidation is p • , taking place to remove air and voids to ensure F . . I structural integrity. Q • STEP 6: As the concrete is being placed, continually check Q r wall alignment using string line. Adjust the wall �- i1 accordingly to maintain straight and plumb using Z r the adjustable turnbuckle. r • STEP 7: Return to starting location and begin the next lift. . Follow all the techniques established above. • , L .4 • 1. .4 r • L .4 r L • • • Good. Solid. Logix. L OG I ' ' NSULATED CONCRETE FORMS r Rev. Dec 01/05 / r • L • PRODUCT MANUAL 2.15 - CONCRETE PLACEMENT CONTINUED L • r • POST-PLACEMENT CHECKLIST L • ✓ DATE: • • FOREMAN: JOB: L I r • After placing concrete in LOGIX insulated concrete forms, be certain to mark off each item on the checklist provided in this section. L • I • Lu 1. Has consolidation been completed? L A • 1 - 2. Are walls straightened to string line? ▪ I l7 I 1 3. In extreme temperatures, has exposed concrete L • z been protected? ✓ 4. Have all anchors and embeds been installed? ✓ , • • J 5. Has spilled concrete been disposed of? r � Q H 6. Has final check for straight and plumb been done? • , z L r L I I • L A I , L A r r L ✓ www.logixicf.com Good. Solid. Logix. 2-73 L OG IX NSU WTEO CONCRETE FORMS Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.16 - ELECTRICAL INSTALLATIONS • ' ✓ ' • I Electrical and plumbing installation are typically r performed after concrete placement. ` ✓ , The exception to this rule is the placement of conduit that penetrates the wall, which must be performed before r It concrete placement. ` Installing electrical wiring and boxes is accomplished by creating channels in the EPS foam. When installed in r LOGIX walls directly against the concrete, electrical boxes ` will extend 1/2" (13mm) beyond the foam to match the r W thickness of 1/2" (13mm) sheetrock. o • ' — Various tools can be used to create the channels and spaces for wiring and boxes: r z • A M • Electrical chainsaw with an adjustable roller depth stop • Hot knife Q r • Circular saw with a masonry blade —r • ' Q r , Make the wiring channels narrow so there will be a v, ` • • • ' • friction fit with the wiring. The wiring needs to remain embedded well into the foam to meet local electrical codes. Foam adhesive can be spot - applied into the channel to help hold the wiring in place. ` 1 . 4 ✓ , L ✓ ' L i ✓ , L A • r Good. Solid. Logix. X ` ' 1OGI NS ULATFO CONCRETE FORMS r Rev. Dec 01/05 ✓ � PRODUCT MANUAL 2.17 - PLUMBING INSTALLATIONS r , 1 In most cases, buildings are designed so plumbing pipes • are not carried through the LOGIX walls, except for utility ✓ entry and exit points. 6 However, in some cases it may be required to embed pipe )1 4 - in the EPS. For example, a kitchen vent tube may need to r • - be installed vertically in the EPS foam. Pipes embedded in the foam cannot exceed 1 -1/2" (38mm) in diameter. impomm Fittings embedded in the foam cannot exceed 2 -1/2" L. ' (64mm) diameter. r • W • An external faucet will require the installation of a hose r • - sleeve through the wall prior to concrete placement. This will permit replacement of the faucet or pipe should it ✓ , ever be necessary. • z If connecting to existing sewer lines, establish the location • ' of the required opening and ensure clearances, since this is difficult to change. • ✓ , • H .4 ✓ , • . r L. . ✓ , • . I • . r • ✓ , • • Good. Solid. Logix. OC7 INSULATED CONCR� ETE FORMS Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.18 - INTERIOR & EXTERIOR FINISHES , ' 2.18.1 - VAPOR & AIR BARRIERS r , . / The LOGIX wall assembly has no need for an additional r , vapor barrier, the solid concrete core covered with the low permeance EPS (Type II) foam insulation on the inside r wall face keeps water vapor from penetrating the wall. • ' ▪ • The fact that the inner face of EPS foam maintains a • ' similar temperature as the inside air of the building r • and that a LOGIX wall has no cavity means that no • condensation can occur in a LOGIX wall assembly. r • J The LOGIX wall assembly has no need for an air barrier r • W (building wrap) layer as the solid concrete core and low ' ' permeance EPS (Type II) foam insulation on the outside — r • ♦ J wall face keeps air and moisture from penetrating the wall. • z J 0 r • \ A r J J \ J r , I- z r ✓ , \ J ✓ , • i l .1 ▪ , l J www.logixicf.com • Good. Solid. Logix. 2 —7 6 L n�winr G I FORM, ✓ 1 Rev. Dec 01/05 L r PRODUCT MANUAL 2.18.2 - INTERIOR DRYWALL ✓ r L J ✓ Drywall should be installed in the same manner on a LOGIX wall as on a stud wall, with the following time- ✓ , saving exceptions: . r • All webs (studs) are on 8" (203mm) centers from floor to ceiling for easy attachment of any type of interior wall ✓ finish. • r • The butt joints of the sheetrock do not need to fall on webs (studs) as the foam provides solid backing wherever the joints fall. W L r • A foam - compatible adhesive can be used to effectively fasten the sheetrock to the LOGIX wall along with l7 screws. Always make sure to verify the local code for • .4 z types and spacing for sheetrock fasteners. Typically, 0 adhesive alone is not allowed as a fastener of sheetrock, ` ♦ but again check with local building codes. ✓ J -i Many local building codes require the application of 1/2" (13mm) drywall or other suitable thermal barrier in any living space even though the EPS foam has a fire Z retardant component. Always verify local building code • requirements. • . • ✓ , ✓ , r r ■ I 1 uuww.logixicf.com • Good. Solid. Logix. 2-77 1 O G I X NSULATED CONCRETE FORMS r Rev. Dec 01/05 r PRODUCT MANUAL 2.18.2 - INTERIOR DRYWALL CONTINUED L 4 • , • .4 Non - habitable spaces such as crawl spaces, attics, and r other types of hidden areas typically do not require a thermal barrier (drywall). r Corner fastening strip, 1 -1/2" x 1 -1/2" x 10" long (38mm r f x 38mm x 254mm), are buried at each corner for solid • ' sheetrock fastening at all corners. , I 1 • 4 ✓ , W • J r • A w r z a • O r , I— . J J r J . r I— • 4 r • I , L J l r • J I h ✓ \ • • • Good. Solid. Logix. INSULATED OC7 �X CDNCRFTF FORMS • • Rev. Dec 01/05 r • PRODUCT MANUAL 2.18.3 - EXTERIOR SIDING • • Siding material of some kind must be installed over the EPS foam to protect it form the UV rays of the sun. Foam left exposed to the sun will degrade on the exposed surface by slowly breaking and getting "dusty". r. Metal and vinyl siding can be installed directly over the • top of the EPS. • 4,, 1 Always follow manufacturers' recommendations and local ` ' codes to determine the size and spacing of fasteners for • • all siding products. w l ✓ , - Any type of siding that is used on a typical wood - framed ■ = building can be used on a LOGIX building. : l7 • Z The siding channel stock around doors and windows ▪ • 0 can be fastened to whatever type of buck material was chosen, in a similar fashion as wood framed building. A plastic corner web is embedded in all corners as a • • Q fastening surface. The plastic pieces embedded in corners provide solid fastening, and measure 1 -1/2" x 1 -1/2" x 10" r . z long (38mm x 38mm 254mm). If the corner siding channel piece is wider than the embedded plastic webs, then a 6" r . x 26" (152mm x 660mm) tin strip can be wrapped around ` the corners on the 16" (406mm) centers as an attachment F surface. \ J r • ■ ✓ 1 www.logixicf.com Good. Solid. Logix. 2-79 B OG IX NSULATED CONCRETE FORMS r • • Rev. Dec 01/05 ✓ ' PRODUCT MANUAL 2.18.4 - STEEL PANEL SIDING L J • J Steel panel siding can be applied vertically to a LOGIX wall when the style of the panel matches the LOGIX web ' 8" (203mm) increments for fastening purposes. . J When a panel siding is chosen that doesn't fit with 8" (203mm) increment for fastening, two different methods are available: r • J METHOD 1: r A 1/2" (13mm) or 3/4" (19mm) strip of wood can be attached horizontally to the webs in the wall to provide r W the manufacturer's specified fastener spacing. 4. — r METHOD 2: = a The panels can be installed horizontally, by fastening directly into the webs. z • 0 r . J J r J • .4 , I— . Al z • J r • J ✓ \ a J r • J r ■ www.logixicf.com r \ Good. Solid. Logix. 2 -80 LOGIX +('E FORMS A r • Rev. Dec 01/05 PRODUCT MANUAL 2.18.5 - WOOD SIDING ✓ � • J ' Any wood siding can be attached to the LOGIX wall in the same manner as to a traditional framed building. The spacing of the web studs on 8" (203mm) centers allows for industry standard spacing of fasteners. Typically, screws are used for attaching wood siding or even half - log siding to the LOGIX wall. L A r A screw gun with screws in clips (Quik Drive) is usually the r . fastest method for applying wood siding. • • A good practice for installing wood siding on a wall, is ` to apply the siding over vertical 1" x 2" (25mm x 51 mm) r • - wood nailing strips with a screen at the bottom. The screen keeps insects out while the space allows air to circulate behind the siding. The air circulation helps • Z equalize the moisture content in the wood siding, which 0 makes for much more dimensionally stable siding and longer lasting application. ✓ , J L A J r , \ • I- r • Z \ • - ✓ , r • \ • ✓ '1 ♦ J ✓ \ r • \ J r • • \ • Good. Solid. Logix. INSULATED CONCRETE FORMS ✓ l Rev. Dec 01/05 ✓ e PRODUCT MANUAL 2.18.6 - EIFS ✓ 1 L J There are now acrylic -based stucco products available that r ` are more flexible and easier to work with than traditional cement -based stucco. Collectively these products are r known as EIFS (Exterior Insulation Finish Systems) and almost always require an EPS substrate. r Because LOGIX blocks are made with EPS, they are a • natural fit for EIFS finishes. In addition, the webs in LOGIX blocks are embedded 1/2" (13mm) deep in the EPS r foam to comply with EIFS manufacturer requirements. ✓ , W ■ A It is important to follow the EIFS manufacturer's application procedures. — r L A ✓ 1 Z ` ' 0 r r 1 J J A Q / 1 J N Z r - \ A L ✓ 1 ✓ ' I 1 L / Pr 1 L / www.logixicf.com r J 0G . / Good. Solid. Logix. 2-82 ix . NSULATFD CONCRETE FORMS I' 1 Rev. Dec 01/05 ` ' r PRODUCT MANUAL 2.18.7 - TRADITIONAL STUCCO (CEMENT- / ■ BASED) L A ✓ LOGIX walls will accept traditional cement -based stucco • product. When attaching the wire lath mesh to LOGIX walls it is best to use screws with a wide head or screws along with washers to best hold the mesh in place. • , Consult local building codes for vertical and horizontal • fastener placement requirements. The center -to -cente • fastener spacing requirements for nails and staples • must be followed for screws as well. Again, check with local codes for all specific requirements relating to the application of stucco over EPS insulation. w I • = 2.18.8 - CEMENT COMPOSITE SIDING r • Z O Recently the new cement fiber siding products have • gained popularity. This type of siding can usually be fastened directly to the LOGIX webs. It is recommended to use flat- headed exterior screws at 16" (406mm) centers. a The screws pull the siding in tight and hold the siding L. • securely in place. Some manufacturers may require the Z siding to be strapped out to allow air space behind. Vertical or shake patterns will require strapping for fastening. Check with your siding manufacturer for specific requirements. r ✓ , • • r I \ • 1. Good. Solid. Logix. L OC7 � X NSVLATED CONCRETE FORMS . . Rev. Dec 01/05 I , PRODUCT MANUAL 2.18.9 - BRICK VENEER L J ✓ , L. A The LOGIX Brick Ledge form units are used to support r y a brick veneer as the exterior finish material. The Brick ` MASONRY II I�IOI I Ledge forms are simply placed at a level where the brick 1 1 1: 111 L�IX�RMS is desired to begin. The design of the form creates a I fI 11 #3 OR IOM STIRRUPS& O. C. reinforced concrete ledge. r 1 11111 I � I I um�uui With standard reinforcing, the Brick Ledge can bear up to r • 13001b /ft (19kN /m) of wall. L. • r L j With site - specific engineering, up to 30001b /ft (44kN /m) of �Id MASSY l l l wall is attainable. w { LOGI %FORMS , J 3X]71 „ PLOW 6.11 To install Brick Ledge form units, follow the instructions — LACE11GHTAGAINST FORM III • on Section 2.7.4 of the guide. When reinforcing steel 3!R'[ 18'NELSON STUD 11111■ ■g ANCHOR °° l,�,l r 7 11i , 1 and concrete are in place within the wall, brick is laid on r the ledge and tied back to the webs with brick ties as Z ` 0 specified. ( ` _ ` for full size CAD drawings A ” see page 5 -63 to 5 -64 r J J L A r , I L J Z r L .4 ✓ , L J r • r I • L J r • • J • r Good. Solid. Logix. �OC7 �X L. • NSULATEO CONCRETE FORMS r • Rev. Dec 01/05 • r PRODUCT MANUAL 2.18.10 - BELOW GRADE WATERPROOFING, ✓ DAMPPROOFING & PARGING . J ✓ There are many methods available to protect the "below • • grade" and the "just above grade" areas of the exterior r • of your building. ✓ , Dampproofing is used on concrete or masonry surfaces to repel water in above grade walls. The 2.75" (70mm) thick • • foam panels of the LOGIX insulated concrete forms acts as dampproofing, therefore, no additional dampproofing r • treatment is required. NOTE: Although dampproofing above grade walls is not W typically required, check with local building codes ▪ • — for dampproofing requirements. .. r • • Z 0 I • . . r • J 6. • r • . J ✓ Z . • r • L. ✓ , . J r • I. Al I ■ r www.logixicf.com • Good. Solid. Logix. 2-85 BPGJX M £GORMS • • L Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.18.10.1 - BELOW GRADE WATERPROOFING r , L A LOGIX recommends a rubberized "peel and stick" waterproofing membrane. The membrane is applied ▪ • vertically to the wall from grade level down to and .,� overlapping the top of the footing. It is recommended • ' I 1 f to use protection board (1/2" EPS or EXP foam sheets r 1 or similar) to prevent damage to the waterproofing ' membrane during backfilling. • Free flow drainage material with a maximum fluid density r • A of 30pcf (480kg /m is recommended, i.e., sand or sand- I. gravel mix. w ' NOTE: Membrane should be installed within one week - ' I ' 1 prior to backfill being placed. Sunlight and high • temperatures may cause the membrane to begin Z to "sag" which may cause wrinkles in the material O which may result in tears or punctures during the placement of the backfill material. Should ~ you choose to use one of the many other types -J r of waterproofing available be sure to follow the manufacturer's recommended installation r � H procedures. z STEP 1: Prep the wall and footing area to be covered by removing dirt and debris. • A STEP 2: Snap chalk lines for the "grade" line. r ✓ � STEP 3: Measure the height from grade line to footing. ` Add enough length to cover the top of the footing and cut pieces of membrane to length. • A I , L A www.logixicf.com r Good. Solid. Logix. 2-86 OG7 IX ` NSUTATEO CONCRETE FORMS r Rev. Dec 01/05 L A ✓ ' • J PRODUCT MANUAL 2.18.10.1 — BELOW GRADE WATERPROOFING CONTINUED • J Also cut smaller 4" - 6" (102mm - 152mm) pieces • J to be applied as "corner caps ". This will provide / double ply protection in the corners. • • 1 / STEP 4: Apply the "corner cap" pieces on each corner first. • J � 1 ( ° STEP 5: Starting at a corner, line up the membrane so i t is hanging vertically (using our vertical cut r = lines as a guide to keep membrane plumb). Pull V back the first 8" - 10" (203mm - 254mm) of the w release paper and press the membrane to the wall. Continue pulling back the release paper and • - pressing membrane to the wall. L J r� STEP 6: Continue applying cut pieces of membrane • Z 0 around the wall, maintaining 2" (51 mm) overlap by using the printed marks on the membrane as a • J F Q guide. • ✓ � J NOTE: Extreme temperatures, both cold and hot, may cause the installer to consider other • • Z types of waterproofing. Be sure to follow the manufacturer's installation process. r L J ✓ 1 6. J ✓ 1 E. J ✓ 1 L. I • • J ✓ www.logixicf.com ` Good. Solid. Logix. 2-87 OG �; NSULATED CONCRETE FORMS • 1 Rev. Dec 01/05 r PRODUCT MANUAL 2.18.10.2 — ABOVE GRADE PARGING r J The area that is above grade line and below the exterior r siding material must be parged to protect the EPS from damage. , . Parging is a coating material that is applied to give a finished appearance to the small area of wall that is • ` above grade level but below where the siding materials will begin. LOGIX Prepcoat is the preferred option for this area. , , . J STEP 1: Prep the wall area to be covered by removing any r W dirt or debris. The wall may need to be "scuffed" • J to reveal fresh EPS beads. — , � J STEP 2: Mix Prepcoat dry material with water to a pasty r consistency. Z r . l J STEP 3: Using a trowel apply a thin, 1/16" - 1/8" (2mm - 3mm) "skim coat" of Prepcoat. J r J ` . STEP 4: Pre -cut pieces of LOGIX fiber mesh 1" - 2" (25mm f— r ` - 51 mm) wider than the area to be parged. This z , will allow for an over -lap over the waterproofing L. J membrane to create a "drip ledge ". I. J STEP 5: Embed the mesh in the skim coat firmly. • , F A STEP 6: Once the area is dry to the touch apply a second coat of Prepcoat. This coat can be painted or • stained if desired. • A ✓ , • I • r Good. Solid. Logix. � Q G E NSULATEO CONCRETE FORMS r Rev. Dec 01/05 • J r . A PRODUCT MANUAL 2.18.11 - ADDITIONAL SUPPORT FOR GRAB • , BARS, & OTHER HEAVY FIXTURES ✓ A screw driven into the LOGIX web does not have the same holding power as a screw driven into a 2x4 stud. ▪ • n II WALL REINFORCEMENT AS SPECIFIED While this difference is not meaningful for finishes and L. I most other items attached to a LOGIX wall, it could CUT FORMS TO FACE r � IIJ OF CONCRETE AFTER POUR become an issue for items such as extra heavy kitchen ` W TO CO ETE AS CKIN SPECIFIED ATFACHED cabinetry that will carry heavy loads when full. i While the difference in holding power can be • • compensated for somewhat through the use of additional 4 screws, it is a good idea to provide additional backing for extra heavy items like wall mounted fixtures, grab bars • "J and hand rails, etc. r IIIII .:VIII WAL CUT L REINFORCEMENTFORMS FOR AS SPECIFIED ` ' = This can be accomplished in two ways: Ur _ FULL BOLT EMBEDMENT ✓ ' ANCHOR BOLT AS SPECIFIED IL z METHOD 1: O .. TEMPORARY PLYWOOD PIECE FORBOLTSUPPORTOVERCUTOUT ✓ Plywood board can be attached to the LOGIX wall behind �0 the heavier cabinets in place of gypsum board, providing • J a thermal barrier comparable to gypsum and a strong —� attachment surface for heavier items and fixtures. Be r for full size CAD drawing certain to the plywood board to the LOGIX webs see page 5 -62 o attach p y with a sufficient number of screws to hold heavy items in • • Z place for when loads are applied. L A - ✓ ` METHOD 2: Create horizontal channels behind the cabinets equal • • in width to a 2x4 and install 2x4 backing directly to the concrete surface using sufficiently long concrete screws and a rotohammer. Attach the cabinets to the 2x4s. • i ✓ 1 L ✓ ' L www.logixicf.com ■ Good. Solid. Logix. 2-89 OG IX NSULATED CONCRETE FORMS L • Rev. Dec 01/05 r PRODUCT MANUAL 2.18.12 - HOLDING POWER OF SCREWS . FASTENED TO LOGIX WEBS r • A Web fastener withdrawal and shear testing using course and fine thread drywall screws. r Max. Average Allowable Max. Average Allowable Withdrawal Withdrawal Shear Shear Resistance Resistance' Resistance Resistance , • Coarse Thread 166Ib (75.3kg) 331b (15.0kg) 3671b (166.5kg) 491b (22.2kg) Drywall Screw Fine Thread Drywall 169lb (76.7kg) 34Ib (15.4kg) 3281b (148.8kg) 491b (22.2kg) r Screw 1 kg = 9.81 Newtons r , 1. Allowable withdrawal resistance values are based on a factor of safety of 5. A 2. Allowable shear resistance values are based on a factor of safety of 3.2 within defined deflection limits (for more detailed information contact info@logixicf.com) ▪ , w L. NOTE: The numbers in this table represent resistance at failure. Good building practice — mandates a minimum of a 5 to 1 safety factor in calculating fastener loading. For • complete test results, see Section 8 in the LOGIX Product Manual or consult your local • , LOGIX representative. z . • ■ O • .1 J r , J • .4 I- Z r , . F , . / I , . 4 • , • / r F • • A www.logixicf.com ■ Good. Solid. Logix. 2-90 °G �X ` NSULATEO CONCRETE FORMS r Rev. Dec 01/05 L r PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ✓ 1 L r NOTE: The following LOGIX ICF form products are held together with webs (or ties) spaced 8" (203mm) • ' on center. A portion of the web is embedded 1/2" (13mm) below the exterior face of the form panels, L l and the exposed portion spans across the panels creating the core width (width of concrete wall). L J The webs are made of solid polypropylene. In addition, all 10" LOGIX forms are also available with metal webs for the exposed portion, which is o connected to the embedded portion with hinges. ✓ - This allows the forms to fold or collapse increasing the number of forms that can be shipped or stored on site. LOGIX 10" ICF forms with metal webs are L A Z ✓ , O available upon request. L i a ✓ J • J ✓ ` N ✓ ♦ Z - L I r L • ✓ 1 L L i I • • • r • L • ✓ www.logixicf.com • L , QG Good. Solid. Logix. 2 - 91 FORMS ✓ 1 Rev. Dec 01/05 PRODUCT MANUAL 2.19 — PRODUCT DRAWINGS h. . STANDARD FORM F • r, _ r <f • 1 III + 4. f l 1111 14�,.I �' r , FORM SIZES ■ 4" 6.25" 8" 10" r , (102mm) (159mm) (203mm) (254mm) • 4 4" 6.25' 8" 10" Ni I t' A (102mm) (159mm) (203mm) (254mm) r , 2 B 9.5" 11.75" 13.5" 15.5" (241 mm) (298mm) (343mm) (394mm) r , . . f 48" [ 1219mm] r -I W k • 14 . 1114. 0. 04. 0- 11. 4 00 1114.*.9.'4.0.8.0.0.61 0• 1. *.e...•F0 *4.64.044 WOO CI _ _e -_• -� -•- • -. -• d •e -• -• -• • - • • - •- • -. -• -. • -• -• • • • • • •- • -• -• -� • -• - • Q I I I I •- • -•-T -• -• 4 ,-. -. - •-•-• -•-• - - •- •-•- •- •- •- ro,- •-•- •-• -•-•= e • - !i••- • -•-i z • • O _ r 'N / /[102m] / / 8" m (t [203mm] (typ.) 2 3/4" (70mm) EPS Q panels r • PLAN VIEW J . a r L. A Z r , \ f A — . . SYm I � - E I , i ? J I j 1 ;id 1 ' r 'I �L I \ i [13mm] embedment ` of furring strips SIDE ELEVATION END VIEW , , www.logixicf.com • r • Solid. y 2 L Good. SOIIC�• LOC�IX• OGIXr ` . NSl1LATED CONCRETE FORMS r , Rev. Dec 01/05 , \ . PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS BRICK LEDGE • 2 ✓ ` BRICK LEDGE FORM SIZES 6. . 4" 6.25" 8,. 10" • II (102mm) (159mm) (203mm) (254mm) A 6.25" 8" 10" (159mm) (203mm) (254mm) I B 15.625" 17.375" 19.375" (397mm) (441 mm) (492mm) ✓ 1 12.125" 13.875" 15.875" . , C - (308mm) (352mm) (403mm) 11.75" 13.5" 15.5" D - (298mm) (343mm) (394mm) 48" [1219mm] / W ■ J 0 4" 8" 2 3/4" (70mm) EPS panels ✓ � — [102mm] 203mm 1 O 111 911 11 1 1111111 I 11111 -- _s__A - - -- _.__ - --- - \ A r Q PLAN VIEW H ♦ . to ✓ Z i" in — [19mm 149mmA / .-......._..... w_...._._._•-• ....show ..... N pi r I E ` .. .. 4J 1113 — ✓ ` " [13mm] embedment ■ . of furring strips I SIDE ELEVATION END VIEW , , www.logixicf.com • Good. Solid. Logix. 2 —9 3 LOG IX II I NSUSATFD CONCRETE FORMS r Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS 6.25" TRANSITION FORM r 4. / ✓ l k. J . '•:;;Y . 111 v r l J ... : • . V U l L i r ,„,, ✓ l • l • 1 48" [1219mm] / ✓ ■ 4" 8" w [102mm 203mm 2 3/4" (70mm) EPS panels (Typ.) (Typ.) go - st- 4.-•-•-•-•- o- •- •- •-e-e- e- ir- e-•-e-•-•-o-o-4,- 4-49-4,- .-41-0-41- 4,-41- 4,-,- (1- �i -o -e -os .W_ _MHO Y.. �� I V:M_M.!!V!� 1 I I I I --, � 0 2 i" I 5 }„ i i i i i E E .. 78mm if 145mm � i i i i a "—co [ ] Z . (TYp•) i (T I I i i a, I I _ r o f��l� L7 , Ii.■ / " I— a -I Ua�ssz. _._E A A_a_m_o__ � -a Q J r J • 1 PLAN VIEW 3-i" a ✓ , [95mm] / / e... Z ° N 4 [19mm] // Z • 1 — ■ IA E . ` E � . ■ 0 �° -%I1' 4,01 I 1 y, M 111: E [44mm ▪ , jij r l i [13mm] embedment of furring strips SIDE ELEVATION END VIEW r www.logixicf.com • r , . / Good. Solid. Logix. 2-9 4 LOG I FORMS ., ✓ , Rev. Dec 01/05 . A ✓ 1 PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ✓ , TAPER TOP L. 4 ✓ ` TAPER TOP FORM SIZES . 1 1 4 6.25" 8" 10" . 4 ( 102mm) (159mm) (203mm) (254mm) 6.25" 8" 10" • 1 A - (159mm (203mm) (254mm) L. . 11.75" 13.5" 15.5" ✓ 1 B - (298mm) (343mm) (394mm) ` J 8" 9.75" 11.75" ✓ 1 C - (203mm) (248mm) (298mm) L J 48" [1219mm] ✓ 1 W . J 8.. 0 4" / /[102mm] / [ / ✓ — (TYP•) (TYP•) . J 0 - 0 -411 - •0 • 0- 0. - . 0 - 0 • 6 - •_ 0. - 61- 0-41 - • - 1,-6• - .- 0-0-49 -0 -. - 41 0 0 41- 18- 6. ....• . . X44 ��� 4444 • •444444 9444��4 444 WAPA94 9 P 1 I r 1 27•� I i i i I 1 I. J Z [73mm] t 1' I 1 [145mmf I I I I I 1 I (J I 1 0 I I I I ii" \ ��� �. F S t F / \ �/ \ �/ F / [44mm] \ �4k 4� 1r 4� 4� 4�� \ L. J I— 1" \ Q [25mmT J PLAN VIEW 2 3/4" (70mm) panels • • 1 Q • J N r \ Z — } A / N_____._________•___1•_•___ O_____________f. \ i . - C r , I I III■ moo . J i JL ✓ 1 0 I 1 I I ,. '1 E inico sF .� ..: ✓ 1 " [13mm] embedment of furring strips L .4 SIDE ELEVATION END VIEW I ■ . I I 1 www.logixicf.com • • J Good. Solid. Logix. 2 -95 LOGIX II INSULATED CONCRETE FORMS ✓ 1 L J Rev. Dec 01/05 ✓ , PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS 6. J DOUBLE TAPER TOP r , • .4 I' , ■ J -A..: FORM SIZES r • - - 4" 6.25 8" 10" 102mm 1 ( ) ( 59mm) (203mm) (254mm) r • A 4" 6.25" I I (102mm)(159mm) 1 J B 9.5" 11.75" r , (241mm) (298mm) C 7.5" 9.75" - - I (191 mm) (248mm) r , . • ✓ , 48" [l219mmj / W L • CI 4" 8" [102mm 203mm r ( ( r -••.. r •- r - r • • .. ♦- r. r r r r. r.r-••... r r.r- r�r_r rr.r =r•• - -r_r V" Ili r- I I I 1 Z L. J 27 " ! i I O [73mm i i /[145mm� , , , Q v 1 . — I I I I _ 1 6. J �g i� ��„�� a r 1 \ • =r� �i • • = .. Vi i -•- • - • - • r'_�• • • = • = rr 0 . Vii-• •- • - • -r� �i- .- • = - .- �ii =• \ Q [44mmf J r J . .4 PLAN VIEW a r I • J A 0 / tl' Z r — L • A r ._._._._._. _._._._....._.....- ...- ._._._.. l ._. Sy m ._. Lo IN MI PSI .porrwill,' r J il o � r 1 ..... . . . . ..._ .._•_•-•- - \ a ■ �� L • i [13mm] embedment of furring strips r SIDE ELEVATION END VIEW www.logixicf.com • r • Good. Solid. Logix. 2 - 9 6 L OG IX L. • NSULATED CONCRETE FORMS Rev. Dec 01/05 . .4 ✓ 1 ■ / PRODUCT MANUAL 2.19 - PRODUCT DRAWING r • LEFT HAND 90° CORNER . / ✓ 1 .,c....,- , LEFT HAND CORNER FORM SIZES l • • ` 3 � TO& # f ate ` . it - I :. R r ; 4" (102mm) (159mm) 8" (203mm) 10" (254mm) ✓ A 4" (102mm) 6 a'" (159mm) 8" (203mm) 10" (254mm) . A ; 11 i" 13 i" 15 ' r I B 9 (241mm) (298mm) (343mm) (394mm) • A 0 4" (102mm) 4" (102mm) 2 i" (58mm) 2 e" (67mm) ✓ 1 I I D 8" (203mm) 8" (203mm) 6 T. (159mm) 6 8" (168mm) • • E 32 i" 32 i" 32 i" 34 4" (816mm) (816mm) (816mm) (876mm) ✓ , F 16 16i" 16 g' 184" • J (410mm) (410mm) (410mm) (470mm) 4 " [102mm ✓ ■ (TYP•) / . 4 w 8 ., in 11. 203mm r ✓ '. MT.) . 1 \ 0 • 0-0-2-0 - • • -• • • 11- •-•- •- • -• -•- •-•- •- •- •-•- • -• -•-0 ▪ • Z .. a , ii •'•', 04.0'0'x'0'• 0'x'0'0'•'.'0 0'0' , •' ... L / 0-0-0 - - • -• 41 -• ,._. • Q �. i••. A J Foam thickness = 2.75 [70mm • (TYP.) ✓ Q A I— L .4 i i( �/1 0 / ✓ ■ Z • • — PLAN VIEW ✓ , ll r � II • � � �E r , .-o ✓ °'� " [13mm] embedment ✓ of furring strips SIDE ELEVATION ✓ 1 www.logixicf.com Good. Solid. Logix. 2 - 9 7 OC7 IX NSULATED CONCRETE FORMS r . . Rev. Dec 01/05 r 1 PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS . J RIGHT HAND 90° CORNER . l A RIGHT HAND CORNER FORM SIZES r 1 11 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) ' ✓ 1 t I A 4" (102mm) 6 a' (159mm) 8" (203mm) 10" (254mm) ► i B 9 " (241mm) 11 13 _ 15" (298mm) (343mm) (394mm) r C 4" (102mm) 4" (102mm) 2 (58mm) 2 8" (67mm) L r II .`', D 8" (203mm) 8" (203mm) 6i" (159mm) 68" (168mm) r 1 32 8„ 32 8" 32 8" 34 i" ■ i E (816mm) (816mm) (816mm) (876mm) F 168„ 16 168" 18? r 1 (410mm) (410mm) (410mm) (470mm) 4" 102mm] r • E (TYP•) 11.1 8" A o • 203mm CTYP) - r 1 411.0.00.00.0.00.0 •.0 40•��.0 0.0F0F004.� 0.11.0. olin =rw_ _ __. i t wr_cwmir_r_i r j j i i 1 1 Z O L • 1 � 1iiJiJ 7 .•. 1 ���O _4.111�9�__��_ 4114.0.0011.0 044 i_ l A 1 I c r , own thickness = 2.75" [70mm] J : • (TYP.) A Q r 1 H ✓ A VI 0 / z r 1 - PLAN VIEW l Al r . L. J E inoco r-- r 1 ,r- '- 1111111110 1 I • : • Iii 11 11 ilk l=1 ail ii IL`s i1 T E POI 4 P. E i t���l 11111 r . i" [13mm] embedment of furring strips ✓ 1 SIDE ELEVATION l www.logixicf.com r • Good. Solid. Logix. 2- 9 8 LOG I X N SUL ATE CONCRETE FORMS ✓ 1 Rev. Dec 01/05 • AI ✓ 1 PRODUCT MANUAL 2,19 - PRODUCT DRAWINGS ✓ 1 LEFT HAND 45° ANGLE . 4 LEFT HAND 45° FORM SIZES 1 ti'' ' , j� t1 ,ass i e , s 4" (102mm) 6.25" ( ) 8" (203mm) 10" (254mm) ✓ 1 , (159mm) L 4 .111 I, 1-'t A 4" (102mm) (6.25") 8" (203mm) - • 159mm ▪ ` _ 1 B 9 (241mm) 11.75" 13.5" ` (298mm) (343mm) r- 22 16" 21.75" I ?. 21" (533mm) + > • 1 (576mm) (552mm) ✓ "I D 5 2" (140mm) (1 419-6" m) 3 8 " ( 98mm) - . .4 ` W C) 1 p to • , ` �.r,rrY �M / t.rtr Z T 0 � `∎4 . , — X11. �1.,- . ..�rar:r:r- r -s.r� — l 1 1 1-1- 1- 1-1 -1-1- 1-1 11 - . -� - 1 - 1 - 1 - 1 -11 - . - . - . 044 s � s s s s � s s s s � s A , �_._1_ 1/._._1_.� x_.,1_.11 ...A1•0 is 7 Q �, J 8" 4" ■ 203mm 102mm] J (TYP.) (TYP.) r Q ,- (4•1-1-5 (!l—b-5 CO 4 N q A r ■ z PLAN VIEW . . — 6 1 1- i" 25 1 "[171mmj' L648mm1 / " [13mm] embedment of furring strips ✓ , E A r--, I I I :E. 1 :: ail U z i �L1 ✓ 1 ELEVATION A -A ELEVATION B -B 6 / For clarity knobs partially removed in evelvation views. ✓ , www.logixicf.com • Good. Solid. Logix. 2 — 9 9 NSULATEO CONCRETE FORMS 1 • l 1 Rev. Dec 01/05 PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS RIGHT HAND 45° ANGLE I . I y ; r erg f ir RIGHT HAND 45° FORM SIZES r ,.. • rr` -r r 4" (102mm) (159mm) 8" (203mm) 10" (254mm) r f A 4" (102mm) (159mm) 8" (203mm) - 11.75" 13.5" r B 9.5" (241 mm) ( 298mm ) (343mm) . . i s„ C (576mm) (552mm) 21" (533mm) r . D 5 4' (140mm) 416 3 8" (98mm) - (116mm) r 1 L 4 u r • U.I . I ' — r 1 < , E •����.4 ��� • • �� ��� � ���0 , d 'Argi i='_ 1. e lr 1 W ∎' 1Y1r4r4.1 2- ' r 1 �• 2 l J ;0� lie .. . r4, .�: r sw�1 r •-•-•- •- 11-10- •-41 -• - •-41-40- • i - •- •- 0- •-• -•-1 • e ` A Q e ? a I 1 4" 8" —I [102mm 203mm J 1,- A ND-) (TYP•) Q I' r 1 H a / A A N PLAN VIEW z r • — . 254" 6 4" [13mm] embedment ` r of furring strips (648mmJ [171 mmy . ■ r ik, I II n i�iE �� E r 1 il Ell ; 1 n0 I. 4 �O � �r MN E r 1 iI uo ■ `{ I y h. I � u r_r..r_ _ _._._e_ _r_r_�..r_r_r_ _r_r_�_�.r_ry_r_r_ \ ELEVATION B -B ELEVATION A -A I 6. 1 For clarity knobs partially removed in evelvation views. uvww.IOgixicf.com • r 1 Good. Solid. Logix. 2 —1 0 0 OG Ix NSULATED CONCRETE FORMS I ■ Rev. Dec 01/05 ` 1 ✓ 1 L - PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS , . PILASTER FORM I. . 11 , / L . / [546mm] 6i „ e3 „ ✓ 1 ' [172mm 171mm , 17. t'. r}kiP s's i 's. iiiik.1l E' • A I I 111-111 0 iii /72°3 8- i. Ni i ' E g 4 mm] i _ co i-• r e•4, op-, ✓ [406mm] X 2 3/4" (70mm) EPS • ' thick panels r . TOP VIEW w 0 I • - . A D — — r . (0E 0 L A Z 0 - - ✓ 1 I • , Q 7.. 16 10 L A J [ [2 r Q / [546 m] / RIGHT v, FRONT ELEVATION (LEFT SIDE SIMILAR) r . Z _ "4 8" 6" • A ' 172mm]' [203mm] /' L172mm]� F 1 . i r . I . A I 1 I. A ✓ 1 L A r . REAR ELEVATION L A r • www.logixicf.com • Good. Solid. Logix. 2 -1 01 LOG IX L NSUlA1ED CONCRETE FORMS F 1 1. Ai Rev. Dec 01/05 r . PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ' HALF HEIGHT STANDARD FORM r , • A ✓ , L J - . HALF HEIGHT STANDARD FORM SIZES ` - : .4 _ 4" 6.25" 8" 10" '� if' ( 102mm) (159mm) (203mm) (254mm) r A 4" 6.25" 8„ A (102mm) (159mm) (203mm) n/a r 9.5" 11.75" 13.5' ` J B (241 mm) (298mm) (343mm) n/a r , A f 48" [1219mm] i r W l A 1 ^ 0 - 1- NI 1- 1 ^ 0 . 1^ 0- 1 M^1. 1 1 1 M-1. 1 ^0- 0.1- 1-H/-1-1 ^0.1 ^0- 111-H -41'• • ^• ^•- •-H -0 ^0 ^0 1 Q 1 r , I Z J ' 11111 'II r 4 • • 8" 2 3/4" (70mm) EPS Q A /[102mm] / / r (tYP.) [203mm] (typ.) panels J • L, a J Q • . L. PLAN VIEW /—' A Z r • / — L. A F m / ✓ , ✓ J O II h ti els li IlIl I 70mm Too rn CV I - nllre_L, l 1 4" [13mm] embedment L J of furring strips ✓ , SIDE ELEVATION END VIEW I. J www.logixicf.com r I , X Good. Solid. Logix. �' 1 O B OG I NSULATED CONCRETE FORMS 'M I. J Rev. Dec 01/05 ` A ✓ 1 \ J PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS r . HALF HEIGHT LEFT HAND CORNER FORM ✓ HALF HEIGHT LEFT HAND CORNER FORM SIZES \ J I 4" (102mm) (159mm) 8" (203mm) 10" (254mm) \ 41 • II , I A 4" (102mm) (159mm) 8" (203mm) • 11.75" 13.5" L. J ` �, �.e, ��+' g 9.5" (241 mm) (298mm) (343mm) ✓ , { I i C 4" (102mm) 4" (102mm) 2 -h" (58mm) - I. J D 8" (203mm) 8" (203mm) 6 4" (159mm) - \ / 4" ✓ 1 [ 102mm 32A" • Lu (T 'p' ) 816mm ] / CI Pk 8„ 203mm D ✓ A -- (Typ.) \ \ J • ' 411-0-0-41-41-0-0-11-0-11 -1 - 0 - 0 - x - 4 1- 0 - 0 -0 -111-0 - ! ` i4� / /14!Ir!�4!�/ a - - - - - Ai I r I I � - ! i ! \ .4 Z ii:, I Q i � � � E ✓ , O 1 I E �� .pp E /' 0:4 "iir 't Q I:01 1i \ J iiil - flf i i \ Q Foam thickness = 2.75 [70mm ✓ l (TYP•) \ J 1 A • ♦ Z Q / \ J r • PLAN VIEW \ r \ I 1 00 00 Si ! 19 I ; \ . E y 00 0! k I - E 01 a �i cor7 — 2 4 „ 0 It 00 SO r N I \ J ,C - ... - 'I - II . :- • - . ---- I i [70mm] 1 , 4" [13mm] embedment ✓ 1 of furring strips ■ .4 SIDE ELEVATION r . www.logixicf.com • Good. Solid. Logix. 2-1 0 3 L OG IX NSULATED CONCRETE FORMS ✓ \ \ . Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ' • HALF HEIGHT RIGHT HAND CORNER r 1 FORM ` ' HALF HEIGHT RIGHT HAND CORNER FORM SIZES r . 'y, 6.25" �� ,~'1 I 14 i �,,4. 4" (102mm) (159mm) 8" (203mm) 10" (254mm) r T I I I P: I . ;.:ti'+ %!SI+'4 I I A 4" (102mm) (159mm) 11.75" 8 (203mm) " 13.5" e � N B 9.5" (241 mm) 6.25 298mm (343mm) .." • C 4" (102mm) 4" (102mm) 2" (58mm) . . D 8" (203mm) 8" (203mm) 6 4" (159mm) - ✓ 1 4" 32 ] 1 102mm] r 1 / [816mm (TYP -) w L 8'' A o 203mm (Typ.) - r ■ D •-•-•-•- o-•-•- o- o- o•- ••- •- e- o- o- o•..•• -• -• -• o -o•.. •-• -• ' l7 F00.0.0'0F0400F00 •E•F•'•F•'•F• 04'011.000 000. r 1 •-•-•-•-•-•-•- o-•-•- t►-•- •-•-•- •- •- o-•- •- •- •-•- o- o -• -o-• • F • I I 100 .0. I I I - F E L. i iii , r e -o-oo � - i- o a el , •i -i i i v i - i , i Q r 1 oam thickness = 2.75" [70mm] L A A / (TYP•) ,n Z r 1 — L A Q / ✓ 1 PLAN VIEW r ✓ A !rap! 111 it �� O. / 1 PA ii 11 P.O. ii E . . 24' Ii P S S i� o [70mm] S. 11 It ! , ii H . is II N • 1 L. A i [13mm] embedment, of furring strips r SIDE ELEVATION ` ' www.logixicf.com • ■ Good. Solid. Logix. 2 -1 0 4 J 0G IX NSULATED CONCRETE FORMS I • Rev. Dec 01/05 L F 1 PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS HALF HEIGHT LEFT HAND 45° ANGLE L . r . HALF HEIGHT LEFT HAND 45° FORM SIZES L • " .. •" 6.25" r 4" (102mm) (159mm) 8 (203mm) 10" (254mm) r r, (I • �I �t / '� r f r * r ' rr0 lr. 41 I I A 4" (102mm) (159mm) 8" (203mm) - r ✓ r ' 11.75" 13.5" ', , B 9.5" (241 mm) L A , ', ', (298mm) (343mm) is 22 P6" 21.75" I 1 C (576mm) (552mm) 21" (533mm) II L A D 5 Z" (140mm) (116 1 6 3 �" (98mm) - ✓ 1 L • I 't 0 L LIJ 2i- 70mm] I , — L • ,.i1 N (. . P . 7 _ _ YWMi•l WYMI��/Yi L Z I I AN r 1 `:1 -. 71: • • -• 10.. a •-• . �'- �•'�i'- i ii - •-•-•- • -• -• -• J L • �' �i� J 8 ., 4 „ r 1 Q 203mm 102mm] (TYP.) (TYP•) 0 L J Ul r 1 Z A A L A PLAN VIEW ✓ 1 L A ✓ 1 6 25." '[171mm] [648mm] , " [13mm] embedment • • 2i " of furring strips [70mm] ✓ , __ �_�_�_._._._._._._._._._._._._. ._._._._._._._._._._._._. RR ► J It It PP P.10 PO N 1 E 1s 11 P.• P.P R �1Wet � ' h - 8 Is1 h P.0 of 1� r co e, SO 1.0 00 1 o n 11 �� �; 1• N II II H _ H !.: I� � . - - WWII II or W.W.II_ • II II_ _ ✓ 1 ELEVATION A -A ELEVATION B -B L • For clarity knobs partially removed in evelvation views. I 1 www.logixicf.com • Good. Solid. Logix. 2 —1 0 5 IX_ X NSOLATEO CONCRETE FORMS I 1 Rev. Dec 01/05 r PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ` • HALF HEIGHT RIGHT HAND 45° r , ANGLE ` • HALF HEIGHT RIGHT HAND 45° FORM SIZES r I • .4 4" (102mm) 6'25 8" (203mm) 10" (254mm) (159mm) r 25" A 4" (102mm) 6. 8" (203mm) - (159mm) 11.75" 13.5" r ` B 9.5" (241mm) - (298mm) (343mm) e C (576mm) (552mm) 21" (533mm) - r 1 4 16 D 5 2" (140mm) (116mm) 3 8' (98mm) ✓ 1 L . • 0 r 1 2i" w ► i [70mm a r 1 I i4i/ MiYl1/ M4411f I I I Z ` � 0 • 6 - 1 e I .�••* ■ r • J \ L i [102mm 203mm Q u (TYP-) {TYPO r * * .4 N ..1.1.--\ A Z r 1 PLAN VIEW L • • 1 1. 2 , i" [13mm] embedment [6 48mmJ [1 71mm]'� of furring strips 2i " ` [70mm] - _- _- _- _- _- _- _- _- _- _ -_ -_- -_-- _- _- - - _- - - _- _- _- - - - --_ -- r • Ilimin SO OS OP oil I ii �� 11 i11 1/ pp� �� POI t1 1/ o r • Po �� II II II , ELEVATION B -B ELEVATION A -A r For clarity knobs partially removed in evelvation views. L • www.logixicf.com • r I Good. Solid. Logix. 2 -1 0 6 J OG IX 71A • NSUCATED CONCRETE FORMS Rev. Dec 01/05 ` ✓ , PRODUCT MANUAL 2.19 - PRODUCT DRAWINGS ✓ , END CAP & 4" HEIGHT ADJUSTER 6. J L J END CAP SIZES ..=M 4" 6.25" 8" 10" r • (102mm) (159mm) (203mm) (254mm) L 4 4" 6.25" 8" 10" ✓ , A (102mm) (159mm) (203mm) (254mm) L J r • n�-u ��� \ L231 ■ . J I ✓ , I E W • J CO ‘- O r , - A / . , . • Z E - r \ T -�- 0 .......�. \ = E 1„ - i1•i1•i1•i �,`�u 2 — [13mm1 • ~ PLAN VIEW SIDE ELEVATION END VIEW a ✓ , J 24" L J J [610mm] l < ,' e' r • r E L i Al r • -�- - • - • - 11 • • - - •-•- ••- •- •-•- •-• -• -• -• E tr) -, r 10' 0'.' 0' �� .E`�.E.�.E...E,......E...E...E r7 1� * r •-•-•-•- •-•-•-•-•-•-•-•-•-•-•-•- •-•-•-• \ N r . z ,.. ° r L A ,, r r " r r . PLAN VIEW L .4 F 1 -)---i 18- M.. ..M.18- •1- •1 - •1 - •1-18 \ F. r . E • A N O '-} {, \ u ✓ 1 L J END VIEW SIDE ELEVATION ✓ 1 www.logixicf.com • J Good. Solid. Logix. 2 -10 7 I OG IX NSULATED CONCRETE FORMS r . L 4 Rev. Dec 01/05 PRODUCT MANUAL 2.20 - COURSE HEIGHT TABLE COURSE HEIGHT TABLE L This table shows wall heights that are readily achieved using standard LOGIX blocks used in combination with 4" (102mm) Height Adjusters and /or 8" (203mm) Half- height blocks. ✓ , Number Height of Wall Add One Height Add One Half- Add One Height of Adj. height Adj. & One Half- ' Courses height • ' 1 1' - 4" (406mm) 1' - 8" (508mm) 2' - 0" (610mm) 2' - 4" (711 mm) ✓ , 2 2' - 8" (813mm) 3' - 0" (914mm) 3' - 4" (1016mm) 3' - 8" (1118mm) , 3 4' - 0" (1219mm) 4' - 4" (1321 mm) 4' - 8" (1422mm) 5' - 0" (1524mm) r • 4 5' - 4" (1626mm) 5' - 8" (1727mm) 6' - 0" (1829mm) 6' - 4" (1930mm) ` 5 6' - 8" (2032mm) 7' - 0" (2134mm) 7' - 4" (2235mm) 7' - 8" (2337mm) 6 8' - 0" (2438mm) 8' - 4" (2540mm) 8' - 8" (2642mm) 9' - 0" (2743mm) 7 9' - 4" (2845mm) 9' - 8" (2946mm) 10' - 0" (3048mm) 10' - 4" (3150mm) 8 10' - 8" (3251 mm) 11' - 0" (3353mm) 11' - 4" (3454mm) 11' - 8" (3556mm) ' 9 12' - 0" (3658mm) 12' - 4" (3759mm) 12' - 8" (3861 mm) 13' - 0" (3962mm) Z 10 13' - 4" (4064mm) 13' - 8" (4166mm) 14' - 0" (4267mm) 14' - 4" (4369mm) r 11 14' - 8" (4470mm) 15' - 0" (4572mm) 15' - 4" (4674mm) 15' - 8" (4775mm) L ' 12 16' - 0" (4877mm) 16' - 4" (4978mm) 16' - 8" (5080mm) 17' - 0" (5182mm) Q r 13 17' - 4" (5283mm) 17' - 8" (5385mm) 18' - 0" (5486mm) 18' - 4" (5588mm) • 14 18' - 8" (5690mm) 19' - 0" (5791 mm) 19' - 4" (5893mm) 19' - 8" (5994mm) 15 20' - 0" (6096mm) 20' - 4" (6198mm) 20' - 8" (6299mm) 21' - 0" (6401 mm) F ■ 16 21' - 4" (6502mm) 21' - 8" (6604mm) 22' - 0" (6706mm) 22' - 4" (6807mm) z , 17 22' - 8" (6909mm) 23' - 0" (7010mm) 23' - 4" (7112mm) 23' - 8" (7214mm) _ 18 24' - 0" (7315mm) 24' - 4" (7417mm) 24' - 8" (7518mm) 25' - 0" (7620mm) 19 25' - 4" (7722mm) 25' - 8" (7823mm) 26' - 0" (7925mm) 26' - 4" (8026mm) 20 26' - 8" (8128mm) 27' - 0" (8230mm) 27' - 4" (8331 mm) 27' - 8" (8433mm) 21 28' - 0" (8534mm) 28' - 4" (8636mm) 28' - 8" (8738mm) 29' - 0" (8839mm) r ■ 22 29' - 4" (8941 mm) 29' - 8" (9042mm) 30' - 0" (9144mm) 30' - 4" (9246mm) 23 30' - 8" (9347mm) 31' - 0" (9449mm) 31' - 4" (9550mm) 31' - 8" (9652mm) r • 24 32' - 0" (9754mm) 32' - 4" (9855mm) 32' - 8" (9957mm) 33' -0" (10058mm) 25 33' - 4" (10160mm) 33' - 8" (10262mm) 34' - 0" (10363mm) 34' -4" (10465mm) r r ■ A www.Iogixicf.com • p Good. Solid. Logix. 2-1 0 8 Q E R I S I , Rev. Dec 01/05 L ✓ 1 . . PRODUCT MANUAL 2.21 - RADIUS WALLS • \ I / Chord length / ✓ ♦ \ J See Note } I )\-- ♦ \ L .4 . C / • • - •�!��11����i� ������11�j!�� _ •. I■ ✓ 1 Mete•figNit■ .,24101." 4li $ gN i� •�� ., ` �,��, Form cavity J Vii -' I• '! : '�=�� +� width ■ r 1 A A . 4 41," j See Note 2— o e \ �s 'P \ J See Note 3 a � e � ✓ ♦ s "' LOGIX Radius Walls 0 Outside Form Cavity Width ✓ 1 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) Radius, ft. \ a = ( C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) O 8 13/16 8 13/32 8 119/64 8 135/64 I 1 3 (0.914) (203) (21) (203) (28) (203) (33) (203) (39) \ .4 Z 3.5 (1.067) 8 11/16 8 59/64 8 1 3/32 8 1 19/64 O (203) (17) (203) (23) (203) (28) (203) (33) • ♦ _ 8 19/32 8 51/64 8 61/64 8 11/8 4 (1.219) ■ A 1— (203) (15) (203) (20) (203) (24) (203) (29) Q 4.5 (1.372) 8 17/32 8 45/64 8 27/32 8 1 , ♦ (203) (13) (203) (18) (203) (21) (203) (25) J 8 15/32 8 5/8 8 3/4 8 57/64 L J 5 (1.524) (203) (12) (203) (16) (203) (19) (203) (23) Q 8 27/64 8 9/16 8 43/64 8 51/64 I 11 5.5 (1.676) I— (203) (11) (203) (14) (203) (17) (203) (20) • A 8 25/64 8 33/64 8 5/8 8 47/64 a11 6 (1.829) Z (203) (10) (203) (13) (203) (16) (203) (19) — 6.5 (1.981) 8 23/64 8 15/32 8 9/16 8 43/64 \ . (203) (9) (203) (12) (203) (14) (203) (17) 7 (2.134) 8 21/64 8 7/16 8 17/32 8 5/8 F ♦ (203) (8) (203) (11) (203) (13) (203) (16) Notes: ♦ 1. Field cut LOGIX Standard forms (straight forms) into widths, C, according to LOGIX I. h J Radius Walls table. For inside radius field cut additional foam, A, accordingly. 2. Secure each radius section with zip ties, tape or foam. \ A 3. The field cuts, C, are kept at 8" (203mm), 16" (406mm), 24" (610mm) or 48" (1220mm) lengths. The field cuts, A, are determined depending on required radius. The combined L _I field cuts, A and C, results in an outside radius which is within 1% of the design radius for radii less than 60ft (18.3m), and 1% to 2% for radii between 60ft and 100ft (18.3m to ■ .4 30.5m). , ♦ www.logixicf.com • • A Good. Solid. Logix. 2 —1 0 9 1 OG IX NSULATED CONCRETE FORMS \ .4 Rev. Dec 01/05 PRODUCT MANUAL W .. . 2.21 - RADIUS WALLS CONTINUED L • Outside Form Cavity Width r 1 Radius, ft. 4" (102mm) 6.25" (159mm) I 8" (203mm) 10" (254mm) 54mm) i.. . (m) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) mm) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) 7.5 (2.286) 8 5/16 8 13/32 8 31/64 8 37/64 r 1 (203) (8) (203) (10) (203) (12) (203) (15) ■ 8 (2.438) 8 9/32 8 3/8 8 29/64 8 35/64 (203) (7) (203) (10) (203) (12) (203) (14) r • 8.5 (2.591) 8 17/64 8 23/64 8 27/64 8 33/64 L • (203) (7) (203) (9) (203) (11) (203) (13) 9 (2 743) 8 1/4 8 11/32 8 13/32 8 31/64 r • (203) (6) (203) (9) (203) (10) (203) (12) L 9.5 (2.896) 8 15/64 16 41/64 8 25/64 8 29/64 (203) (6) (406) (16) (203) (10) (203) (12) r 1 10 (3.048) 16 29/64 16 39/64 8 23/64 8 7/16 (406) (12) (406) (15) (203) (9) (203) (11) • .4 10.5 (3.200) 16 7/16 16 37/64 8 11/32 8 13/32 (406) (11) (406) (15) (203) (9) (203) (10) 1.1./ r 1 16 27/64 16 35/64 8 21/64 8 25/64 • 11 (3.353) (406) (11) (406) (14) (203) (8) (203) (10) CI 11.5 (3.505) 16 25/64 16 17/32 8 5/16 8 3/8 r 1 (406) (10) (406) (13) (203) (8) (203) (10) D 12 (3.658) 16 3/8 16 1/2 8 19/64 8 23/64 0 (406) (10) (406) (13) (203) (8) (203) (9) r 12.5 (3.810) 16 23/64 16 31/64 16 37/64 8 11/32 Z L • (406) (9) (406) (12) (406) (15) (203) (9) 0 16 11/32 16 15/32 8 9/32 8 21/64 13 (3.962) (406) (9) (406) (12) (203) (7) (203) (8) r - • 16 21/64 16 29/64 16 17/32 8 5/16 F- 6. 13.5 (4.115) (406) (8) (406) (12) (406) (13) (203) (8) Q 14 (4.267) 16 21/64 16 7/16 8 1/4 16 39/64 J r • (406) (8) (406) (11) (203) (6) (406) (15) J L 16 5/16 16 27/64 8 1/4 16 19/32 14.5 (4.420) Q (406) (8) (406) (11) (203) (6) (406) (15) r 1 15 (4.572) 16 19/64 16 13/37 8 15/64 16 37/64 • VI (406) (8) (406) (10) (203) (6) (406) (15) 15.5 (4.724) 16 19/64 16 25/64 8 15/64 16 35/64 Z r t (406) (8) (406) (10) (203) (6) (406) (14) - 16 (4.877) 24 27/64 16 3/8 8 7/32 16 17/32 (610) (11) (406) (10) (203) (6) (406) (13) r • 16.5 (5.029) 24 13/32 16 23/64 8 7/32 16 33/64 L (610) (10) (406) (9) (203) (6) (406) (13) 17(5.182) 24 13/32 16 23/64 16 27/64 16 1/2 r (610) (10) (406) (9) (406) (11) (406) (13) 17.5 (5.334) 24 25/64 24 33/64 16 13/32 16 31/64 I, .4 (610) (10) (610) (13) (406) (10) (406) (12) 18 (5.486) 24 3/8 24 1/2 16 13/32 16 15/32 r 1 (610) (10) (610) (13) (406) (10) (406) (12) ■ • 18.5 (5.639) 24 23/64 24 31/64 16 25/64 16 15/32 (610) (9) (610) (12) (406) (10) (406) (12) r 1 19 (5.791) 24 23/64 24 15/32 16 3/8 16 29/64 L. 4 (610) (9) (610) (12) (406) (10) (406) (12) r 1 • www.logixicf.com • r I Good. Solid. Logix. 2 -1 1 0 I OGIXIM ` NSUL4TEO CONCRETE FORMS r 1 Rev. Dec 01/05 . .4 I • I ■ PRODUCT MANUAL 2,21 - RADIUS WALLS CONTINUED r 1 . .4 . 1 Form Cavity Width Outside • .4 Radius, ft. 4" (102mm) I 6.25" (159mm) 8" (203mm) I 10" (254mm) ( C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) ✓ 19.5 (5.944) 24 11/32 24 15/32 16 3/8 16 7/16 L -I (610) (9) (610) (12) (406) (10) (406) (11) 20 (6.096) 24 11/32 24 29/64 16 23/64 16 27/64 ✓ . (610) (9) (610) (12) (406) (9) (406) (11) IL 20.5 (6.248) 24 21/64 24 7/16 16 11/32 16 27/64 (610) (8) (610) (11) (406) (9) (406) (11) r 21 (6.401) 24 21/64 24 7/16 16 11/32 16 13/32 (610) (8) (610) (11) (406) (9) (406) (10) • ' 21.5 (6.553) 24 5/16 24 27/64 16 21/64 16 25/64 (610) (8) (610) (11) (406) (8) (406) (10) r 22 (6.706) 24 5/16 24 13/32 16 21/64 16 25/64 (610) (8) (610) (10) (406) (8) (406) (10) 22.5 (6.858) 24 19/64 24 13/32 16 5/16 16 3/8 r 1 (610) (8) (610) (10) (406) (8) (406) (10) w L 24 19/64 24 25/64 16 5/16 16 3/8 p 23 (7.010) (610) (8) (610) (10) (406) (8) (406) (10) . — 24 9/32 24 25/64 24 29/64 16 23/64 23.5 (7.163) ■ Al (610) (7) (610) (10) (610) (12) (406) (9) l7 24 (7.315) 24 9/32 24 3/8 24 29/64 16 23/64 , , (610) (7) (610) (10) (610) (12) (406) (9) • Z 24.5 (7.468) 24 9/32 48 47/64 24 7/16 16 11/32 0 (610) (7) (1,219) (19) (610) (11) (406) (9) 25 (7.620) 24 17/64 48 23/32 24 7/16 16 11/32 (610) (7) (1,219) (18) (610) (11) (406) (9) • ' 1— 25.5 (7.772) 24 17/64 48 45/64 24 27/64 16 21/64 Q (610) (7) (1,219) (18) (610) (11) (406) (8) r • 48 33/64 48 45/64 24 13/32 16 21/64 26 (7.925) ` } J (1,219) (13) (1,219) (18) (610) (10) (406) (8) Q 26.5 (8.077) 48 33/64 48 11/16 24 13/32 16 5/16 ✓ ■ F (1,219) (13) (1,219) (17) (610) (10) (406) (8) . . 27 (8 230) 48 1/2 48 43/64 24 25/64 16 5/16 (1,219) (13) (1,219) (17) (610) (10) (406) (8) r , Z 48 1/2 48 21/32 24 25/64 16 5/16 27.5 (8.382) — (1,219) (13) (1,219) (17) (610) (10) (406) (8) 28 (8.534) 48 31/64 48 41/64 24 25/64 16 19/64 I • (1,219) (12) (1,219) (16) (610) (10) (406) (8) 28.5 (8.687) 48 15,'32 48 41/64 24 3/8 24 29/64 (1,219) (12) (1,219) (16) (610) (10) (610) (12) ▪ 1 29 (8.839) 48 15/32 48 5/8 24 3/8 24 7/16 (1,219) (12) (1,219) (16) (610) (10) (610) (11) • .4 29.5 (8.992) 48 29/64 48 39/64 24 23/64 24 7/16 (1,219) (12) (1,219) _ (15) (610) (9) (610) (11) ✓ ' 30 (9 144) 48 29/64 48 39/64 24 23/64 24 27/64 • Al (1,219) (12) (1,219) (15) (610) (9) (610) (11) 30.5 (9.296) 48 7/16 48 19/32 48 45/64 24 27/64 ✓ 1 (1,219) (11) (1,219) (15) (1,219) (18) (610) (11) 31 (9.449) 48 7/16 48 37/64 48 45/64 24 13/32 (1,219) (11) (1,219) (15) (1,219) (18) (610) (10) II • L ■ F www • L. .4 Good. Solid. Logix. 2 -1 1 1 PE ETE FORMS . / Rev. Dec 01/05 PRODUCT MANUAL 2.21 -- RADIUS WALLS CONTINUED 1. 4 Outside Form Cavity Width r Radius, ft. 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) 1 • (m) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) 1 C, in. (mm) I A, in. (mm) 31.5 (9.601) 48 27/64 48 37/64 48 11/16 24 13/32 F 1 (1,219) (11) (1,219) (15) (1,219) (17) (610) (10) h. • 32 (9.754) 48 27/64 48 9/16 48 43/64 24 25/64 (1,219) (11) (1,219) _ (14) (1,219) (17) (610) (10) . 1 32.5 (9.906) 48 27/64 48 9/16 48 21/32 24 25/64 • A (1,219) (11) (1,219) (14) (1,219) (17) (610) (10) 33 (10.058) 48 13/32 48 35/64 48 21/32 24 25/64 r (1,219) (10) (1,219) (14) (1,219) (17) (610) (10) ` 33.5 (10.211) 48 13/32 48 17/32 48 41/64 24 3/8 (1,219) (10) (1,219) (13) (1,219) (16) (610) (10) 34 (10.363) 48 25/64 48 17/32 48 41/64 24 3/8 1 (1,219) (10) (1,219) (13) (1,219) (16) (610) (10) 34.5 (10.516) 48 25/64 48 33/64 48 5/8 24 3/8 (1,219) (10) (1,219) (13) (1,219) (16) (610) (10) W r 35 (10.668) 48 25/64 48 33/64 48 39/64 24 23/64 .. A (1,219) (10) (1,219) (13) (1,219) (15) (610) (9) 35.5 (10.820) 48 3/8 48 1/2 48 39/64 24 23/64 — (1,219) (10) (1,219) (13) (1,219) (15) (610) (9) M i • 36 (10.973) 48 3/8 48 1/2 48 19/32 24 23/64 0 (1,219) (10) (1,219) (13) (1,219) (15) (610) (9) r 1 36.5 (11.125) 48 3/8 48 1/2 48 19/32 24 11/32 Z ■ • (1,219) (10) (1,219) (13) (1,219) (15) (610) (9) 0 37 (11.278) 48 23/64 48 31/64 48 37/64 24 11/32 (1,219) (9) (1,219) (12) (1,219) (15) (610) (9) 48 23/64 48 31/64 48 37/64 24 11/32 1_ 37.5 (11.430) (1,219) (9) (1,219) (12) (1,219) (15) (610) (9) Q 38 (11.582) 48 23/64 48 15/32 48 9/16 24 21/64 —i (1,219) (9) (1,219) (12) (1,219) (14) (610) (8) J ` • 38.5 (11.735) 48 11/32 48 15/32 48 9/16 24 21/64 Q (1,219) (9) (1,219) (12) (1,219) (14) (610) (8) r ■ 39(11.887) 48 11/32 48 15/32 48 35/64 24 21/64 L . (1,219) (9) (1,219) (12) (1,219) (14) (610) __ (8) N 39.5 (12.040) 48 11/32 48 29/64 48 35/64 24 21/64 Z r 1 (1,219) (9) (1,219) (12) (1,219) (14) (610) (8) — 40 (12.192) 48 11/32 48 29/64 48 17/32 24 5/16 (1,219) (9) (1,219) (12) (1,219) (13) (610) _ (8) I • 40.5 (12.344) 48 21/64 48 7/16 48 17/32 48 5/8 ` (1,219) (8) (1,219) (11) (1,219) (13) (1,219) (16) 41 (12.497) 48 21/64 48 7/16 48 17/32 48 5/8 (1,219) (8) (1,219) (11) (1,219) (13) (1,219) (16) , 41.5 (12.649) 48 21/64 48 7/16 48 33/64 48 39/64 ). .4 (1,219) (8) (1,219) (11) (1,219) (13) (1,219) (15) • 42 (12.802) 48 5/16 48 27/64 48 33/64 48 39/64 r (1,219) (8) (1,219) (11) (1,219) (13) (1,219) (15) • 42.5 (12.954) 48 5/16 48 27/64 48 1/2 48 19/32 (1,219) (8) (1,219) (11) (1,219) (13) (1,219) (15) r 43 (13.106) 48 5/16 48 27/64 48 1/2 48 19/32 L 4 (1,219) _ (8) (1,219) (11) (1,219) (13) (1,219) (15) r ■ . . ■ Good. Solid. Logix. IIII I X NSUIP.TEO CONCRETE FORMS Rev. Dec 01/05 • A ✓ 1 l _4 PRODUCT MANUAL 2.21 - RADIUS WALLS CONTINUED ✓ 1 ■ J I 1 Form Cavity Width Outside • A 4" (102mm) 6.25" (159mm) I 8" (203mm) I 10" (254mm) Radius, ft. 1 ( C, in. (mm) I A, in. (mm) C, in. (mm) I A. in. (mm) C, in. (mm) I A, in. (mm) C, in. (mm) I A, in. (mm) r • 43.5 (13.259) 48 5/16 48 13/32 48 1/2 48 19/32 I. A (1,219) (8) (1,219) (10) (1,219) (13) (1,219) (15) 44 (13.411) 48 5/16 48 13/32 48 31/64 48 37/64 ✓ 1 (1,219) (8) (1,219) (10) (1,219) (12) (1,219) (15) ■ .4 48 19/64 48 13/32 48 31/64 48 37/64 44.5 (13.564) (1,219) (8) (1,219) (10) (1,219) (12) (1,219) (15) . -, 48 19/64 48 13/32 48 31/64 48 9/16 45 (13.716) (1,219) (8) (1,219) (10) (1,219) (12) (1,219) (14) 45.5 (13.868) 48 19/64 48 25/64 48 15/32 48 9/16 (1,219) (8) (1,219) (10) (1,219) (12) (1,219) (14) i 46 (14.021) 48 19/64 48 25/64 48 15/32 48 35/64 • (1,219) (8) (1,219) (10) (1,219) (12) (1,219) (14) ✓ 46.5 (14.173) 48 9/32 48 25/64 48 15/32 48 35/64 W (1,219) (7) (1,219) (10) (1,219) (12) (1,219) (14) 47 (14.326) 48 9/32 48 3/8 48 29/64 48 35/64 (1,219) (7) (1,219) (10) (1,219) (12) (1,219) (14) ✓ , 47.5 (14.478) 48 9/32 48 3/8 48 29/64 48 17/32 • .> > (1,219) (7) (1,219) (10) (1,219) (12) (1,219) (13) O 48 (14.630) 48 9/32 48 3/8 48 29/64 48 17/32 • 1 (1,219) (7) (1,219) (10) (1,219) (12) (1,219) (13) • A Z 48.5 (14.783) 48 9/32 48 3/8 48 7/16 48 17/32 (1,219) (7) (1,219) (10) (1,219) (11) (1,219) (13) 0 ■ 1 - 49 (14.935) 48 17/64 48 23/64 48 7/16 48 33/64 (1,219) (7) (1,219) (9) (1,219) (11) (1,219) (13) • ~ 48 17/64 48 23/64 48 7/16 48 33/64 Q 49.5 (15.088) (1,219) (7) (1,219) (9) (1,219) (11) (1,2.19) (13) ✓ _! 48 17/64 48 23/64 48 27/64 48 33/64 50 (15.240) -I (1,219) (7) (1,219) (9) (1,219) (11) (1,219) (13) Q 50.5 (15.392) 48 17/64 48 23/64 48 27/64 48 1/2 ✓ 1 (1,219) (7) (1,219) (9) (1,219) (11) (1,219) (13) I- . . 51 (15.545) 48 17/64 48 11/32 48 27/64 48 1/2 (1,219) (7) (1,219) (9) (1,219) (11) (1,219) (13) ✓ 1 Z 48 17/64 48 11/32 48 27/64 48 1/2 51.5 (15.697) • i - (1,219) (7) (1,219) (9) (1,219) (11) (1,219) (13) 52 (15.850) 48 1/4 48 11/32 48 13/32 48 31/64 O ■ (1,219) (6) (1,219) (9) (1,219) (10) (1,219) (12) 52.5(16.D02) 48 1/4 48 11/32 48 13/32 48 31/64 (1,219) (6) (1,219) (9) (1,219) (10) (1,219) (12) ✓ 53 (16.154) 48 1/4 48 11/32 48 13/32 48 31/64 (1,219) (6) (1,219) (9) (1,219) (10) (1,219) (12) I. ' 53.5 (16.307) 48 1/4 48 21/64 48 13/32 48 15/32 (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) I 54 (16.459) 48 1/4 48 21/64 48 25/64 48 15/32 (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) 54.5 (16.612) 48 1/4 48 21/64 48 25/64 48 15/32 ✓ ■ (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) L r 48 1/4 48 21/64 48 25/ 64 48 15/32 55(16.764) (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) ✓ 1 . .4 r 1 ■ Good. Solid. Logix. INSULATED CONCRET FORMS F 1 ■ 4 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 2.21 - RADIUS WALLS CONTINUED ' A ✓ 1 L A Outside Form Cavity Width r • Radius, ft. 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) L • (m) C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) 55.5 (16.916) 48 15/64 48 21/64 48 25/64 48 29/64 r I (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) ` .4 56 (17.069) 48 15/64 48 5/16 48 3/8 48 29/64 (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) r ■ 56.5 (17.221) 48 15/64 48 5/16 48 3/8 48 29/64 L (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) 57 (17.374) 48 15/64 48 5/16 48 3/8 48 29/64 r • (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (12) L • 57.5 (17.526) 48 15/64 48 5/16 48 3/8 48 7/16 (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (11) r , 58 (17.678) 48 15/64 48 5/16 48 3/8 48 7/16 (1,219) (6) (1,219) (8) (1,219) (10) (1,219) (11) 58.5 (17.831) 48 15/64 48 5/16 48 23/64 48 7/16 I (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) w r 59 (17.983) 48 7/32 48 19/64 48 23/64 48 7/16 L A (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) 59.5 (18.136) 48 7/32 48 19/64 48 23/64 48 27/64 - r ■ (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) D ■ .4 60(18.288) 48 7/32 48 19/64 48 23/64 48 27/64 0 (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) r 60.5 (18.440) 48 7/32 48 19/64 48 23/64 48 27/64 Z L A (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) 0 61 (18.593) 48 7/32 48 19/64 48 11/32 48 27/64 r (1,219) (6) (1,219) (8) (1,219) (9) (1,219) (11) l 61.5 (18.745) 48 7/32 48 19/64 48 11/32 48 13/32 (1,219) _ (6) (1,219) (8) (1,219) (9) (1,219) (10) Q 62 (18.898) 48 7/32 48 9/32 48 11/32 48 13/32 J r • (1,219) (6) (1,219) (7) (1,219) (9) (1,219) (10) ...I ► • 48 7/32 48 9/32 48 11/32 48 13/32 62.5 (19.050) Q (1,219) (6) (1,219) (7) (1,219) (9) (1,219) (10) r , 63 (19.202) 48 7/32 48 9/32 48 11/32 48 13 ~ h. VI (1,219) (6) (1,219) (7) (1,219) (9) (1,219) (10) 63.5 (19.355) 48 13/64 48 9/32 48 11/32 48 13/32 Z r • (1,219) (5) (1,219) (7) (1,219) (9) (1,219) (10) - L 64 (19.507) 48 13/64 48 9/32 48 21/64 48 25/64 (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) r • 48 13/64 48 9/32 48 21/64 48 25/64 64.5 (19.660) L (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) 48 13/64 48 9/32 48 21/64 48 25/64 65 (19.812) (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) r • 65.5 (19.964) 48 13/64 48 17/64 48 21/64 48 25/64 (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) 66 (20.117) 48 13/64 48 17/64 48 21/64 48 25/64 r (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) ` • 66.5 (20.269) 48 13/64 48 17/64 48 21/64 48 3/8 (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) r 1 67 (20.422) 48 13/64 48 17/64 48 5/16 48 3/8 . (1,219) (5) (1,219) (7) _ (1,219) (8) (1,219) (10) • A www.logixicf.com Good. Solid. Logix. 2 -1 1 4 B OG IX ` ' NSULATED CONCRETE FORMS Rev. Dec 01/05 L • ✓ 1 • J PRODUCT MANUAL 2,21 - RADIUS WALLS CONTINUED ✓ 1 L J ✓ 1 Form Cavity Width Outside J Radius, ft. 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) ( C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) 1 C, in. (mm) I A, in. (mm) 1 C, in. (mm) I A, in. (mm) 48 13/64 48 17/64 48 5/16 48 3/8 t J 67.5 (20.574) (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) 68 (20.726) 48 13/64 48 17/64 48 5/16 48 3/8 ✓ 1 (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) 1. 68.5 (20.879) 48 3/16 48 17/64 48 5/16 48 3/8 (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (10) r • 48 3/16 48 17/64 48 5/16 48 23/64 69 (21.031) J (1,219) (5) (1,219) (7) (1,219) (8) (1,219) (9) 69.5 (21.184) 48 3/16 48 1/4 48 5/16 48 23/64 ✓ 1 (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) 70 (21.336) 48 3/16 48 1/4 48 19/64 48 23/64 (1,219) (5) (1,219) (6) (1,219) (8) _ (1,219) (9) 70.5 (21.488) 48 3/16 48 1/4 48 19/64 48 23/64 W (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) L J 71 (21.641) 48 3/16 48 1/4 48 19/64 48 23/64 O (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) ✓ 1 - 71.5 (21.793) 48 3/16 48 1/4 48 19/64 48 23/64 L ■ = (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) O 72 (21.946) 48 3/16 48 1/4 48 19/64 48 11/32 ✓ ■ (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) • ' Z 72.5 (22.098) 48 3/16 48 1/4 48 19/64 48 11/32 (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) 0 - 73 (22.250) 48 3/16 48 1/4 48 19/64 48 11/32 1111 (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) I--' 48 3/16 48 15/64 48 19/64 48 11/32 Q 73.5 (22.403) (1,219) (5) (1,219) (6) (1,219) (8) (1,219) (9) J 48 11/64 48 15/64 48 9/32 48 11/32 L J J 74 (22.555) (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (9) ■ Q 74.5 (22.708) 48 11/64 48 15/64 48 9/32 48 11/32 ✓ (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (9) I L J N 75 (22.860) 48 11/64 48 15/64 48 9/32 48 11/32 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (9) I ■ Z 48 11/64 48 15/64 48 9/32 48 21/64 75.5 (23.012) • 4 - (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 76 (23.165) 48 11/64 48 15/64 48 9/32 48 21/64 ✓ 1 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) ' 76.5 (23.317) 48 11/64 48 15/64 48 9/32 48 21/64 k. (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) I 77(23.470) 48 11/64 48 15/64 48 9/32 48 21/64 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 6. J 77.5 (23.622) 48 11/64 48 15/64 48 9/32 48 21/64 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) I • 78 (23.774) 48 11/64 48 15/64 48 17/64 48 21/64 ' (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 78.5 (23.927) 48 11/64 48 7/32 48 17/64 48 21/64 ✓ 1 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 1. J 48 11/64 48 7/32 48 17/64 48 5/16 79 (24.079) (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) ✓ 1 J I 1 • Good. Solid. Logix. INSULATED CONCRETE FORMS I 1 1. 4 Rev. Dec 01/05 • , PRODUCT MANUAL 2.21 - RADIUS WALLS CONTINUED ` ` I , L J ✓ 1 Outside Form Cavity Width Radius, ft_ 4" (102mm) 6.25" (159mm) 8" (203mm) 10" (254mm) ( C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) 1 C, in. (mm) I A, in. (mm) I C, in. (mm) I A, in. (mm) 79.5 (24.232) 48 11/64 48 7/32 48 17/64 48 5/16 r (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 80(24.384) 48 11/64 48 7/32 48 17/64 48 5/16 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) F 80.5 (24.536) 48 11/64 48 7/32 48 17/64 48 5/16 . .4 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 81(24.689) 48 5/32 48 7/32 48 17/64 48 5/16 ' 1 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) .. , 81.5 (24.841) 48 5/32 48 7/32 48 17/64 48 5/16 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) r 1 82 (24.994) 48 5/32 48 7/32 48 17/64 48 5/16 (1,219) (4) (1,219) (6) (1,219) (7) (1,219) (8) 82.5 (25.146) 48 5/32 48 7/32 48 1/4 48 5/16 (1,219) (4) (1,219) (6) (1,219) (6) (1,219) (8) r 1 83 (25.298) 48 5/32 48 7/32 48 1/4 48 19/64 Lu (1,219) (4) (1,219) (6) (1,219) (6) (1,219) (8) CI 83.5 (25.451) 48 5/32 48 7/32 48 1/4 48 19/64 - r (1,219) (4) (1,219) (6) (1,219) (6) (1,219) (8) D L • 84 (25.603) 48 5/32 48 7/32 48 1/4 48 19/64 0 (1,219) (4) (1,219) (6) (1,219) (6) (1,219) (8) ' 84.5 (25.756) 48 5/32 48 13/64 48 1/4 48 19/64 Z (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) 0 85 (25.908) 48 5/32 48 13/64 48 1/4 48 19/64 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) - El 85.5 (26.060) 48 5/32 48 13/64 48 1/4 48 19/64 I- (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) Q 86 (26.213) 48 5/32 48 13/64 48 1/4 48 19/64 J (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) -J 48 5/32 48 13/64 48 1/4 48 19/64 86.5 (26.365) Q (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) 48 5/32 48 13/64 48 1/4 48 19/64 ~ ` . 87 (26.518) c/7 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (8) 48 5/32 48 13/64 48 1/4 48 9/32 Z r , 87.5 (26.670) (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) - . A 88 (26.822) 48 5/32 48 13/64 48 15/64 48 9/32 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) r , 88.5 (26.975) 48 5/32 48 13/64 48 15/64 48 9/32 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 48 9/64 48 13/64 48 15/64 48 9/32 89 (27.127) r , (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 89.5 (27.280) 48 9/64 48 13/64 48 15/64 48 9/32 1. (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 90(27.432) 48 9/64 48 13/64 48 15/64 48 9/32 r , (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) . 4 90.5 (27.584) 48 9/64 48 13/64 48 15/64 48 9/32 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) r 11 91 (27 737) 48 9/64 48 3/16 48 15/64 48 9/32 ■ (1,219) (4) (1,219) _ (5) (1,219) (6) (1,219) (7) I , . i www. logixicf.com • r , Good. Solid. Logix. 2 -1 1 6 I NSULATE D G IX 'M 1,- , Rev. Dec 01/05 ` .4 r 1 L • PRODUCT MANUAL 2.21 - RADIUS WALLS CONTINUED ✓ 1 L A I 1 Outside Form Cavity Width Radius, ft. C, in. 4" (102mm) I 6.25" (159mm) I C, in. ( 8" (203mm) I 10" (254mm) ( C, in. (mm) I A, in. (mm) (mm) l A, in. (mm) C, in. (mm) I A, in. (mm) (mm) I A, in. (mm) I , 91,5 (27.889 48 9/64 48 3/16 48 15/64 48 9/32 (1,219) _ (4) (1,219) (5) (1,219) (6) (1,219) (7) 92 (28.042) 48 9/64 48 3/16 48 15/64 48 9/32 ✓ 1 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) L. J 48 9/64 48 3/16 48 15/64 48 17/64 92.5 (28.194) (1,219) _ (4) (1,219) (5) (1,219) (6) (1,219) (7) r • 48 9/64 48 3/16 48 15/64 48 17/64 93 (28.346) L A (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 93.5 (28.499) 48 9/64 48 3/16 48 15/64 48 17/64 I (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) • 94 (28.651) 48 9/64 48 3/16 48 7/32 48 17/64 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) r • 94.5 (28.804) 48 9/64 48 3/16 48 7/32 48 17/64 W (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 95 (28.956) 48 9/64 48 3/16 48 7/32 48 17/64 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) ✓ 1 95.5 (29.108) 48 9/64 48 3/16 48 7/32 48 17/64 . 4 M (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 96 (29.261) 48 9/64 48 3/16 48 7/32 48 17/64 ✓ 1 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) L • Z 96.5 (29.413) 48 9/64 48 3/16 48 7/32 48 17/64 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 0 ✓ 1 _ 97 (29.566) 48 9/64 48 3/16 48 7/32 48 17/64 (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (7) 48 9/64 48 3/16 48 7/32 48 17/64 Q 97.5 (29.718) (1,219) (4) (1,219) (5) (1219) (6) (1,219) (7) J 48 9/64 48 3/16 48 7/32 48 1/4 98 (29.870) (1,219) (4) (1,219) (5) (1,219) (6) (1,219) (6) Q 98.5 (30.023) 48 9/64 48 11/64 48 7/32 48 1/4 ✓ 1 (1,219) (4) (1,219) (4) (1,219) (6) (1,219) (6) I- ▪ J 1./7 99 (30.175) 48 1/8 48 11/64 48 7/32 48 1/4 (1,219) (3) (1,219) (4) (1,219) (6) (1,219) (6) ✓ I Z 48 1/8 48 11/64 48 7/32 48 1/4 99.5 (30.328) (1,219) (3) (1,219) (4) (1,219) (6) (1,219) (6) 100 (30.480) 48 1/8 48 11/64 48 7/32 48 1/4 ✓ I (1,219) (3) (1,219) (4) (1,219) (6) (1,219) (6) L • • A L i I • • .4 • 1 ■ Good. Solid. Logix. 'INSULATE() I NSULATEO CONCRETE FORMS ✓ 1 Rev. Dec 01/05 • ' PRODUCT MANUAL 2,22 - SUPPORTING PRODUCTS • I L A A list of supporting ICF products are shown below. Consult with the listed manufacturer r prior to using with LOGIX Insulated Concrete Forms. Please note: the products listed below • J does not prohibit the use of LOGIX ICFs with other supporting products not listed. r FOOTINGS Product Name Manufacturer Contact Website Fastfoot Fab -form Industries 1- 888 - 303 -3278 fab- form.com r Form -A -Drain CertainTeed Corp. 708 - 301 -4449 certainteed.com ` A Footing Tube Fab -form Industries 1- 888 - 929 -2011 foottube.com ✓ 1 EXTERIOR FINISHES • .4 Product Name Manufacturer Contact Website Durock Alfacing International Ltd. 1- 888 - 238 -6345 durock.com r Senerflex Degussa Wall Systems, Inc. 1- 800 - 221 -9255 senergy.cc Sto EIFS System Sto Corp. 1- 800 - 221 -2397 stocorp.com GrailCoat GrailCoat 1- 877 - 472 -4528 grailcoat.com TAFS (Textured Acrylic Finishes) dryvit 1- 800 - 263 -3308 dryvit.com r 1 Soft Coat PB System Total Wall, Inc. 1- 888 - 702 -9915 totalwall.com W • - Akroflex Omega Products Corp. 602- 721 -5027 omega - products.com In Impact System parex 1- 800 - 537 -2739 parex.com — r 1 PermaCrete Quality Systems 1- 800 - 607 -3762 permacrete.com Crack Guard Poly -Wall 1- 800 - 846 -3020 poly- wall.com Protecto Bond Protecto Wrap 1- 800 - 759 -9727 protecowrap.com 0 ✓ 1 WeatherWall Systems Eco Specialty Products Ltd. 1- 780- 699 -8275 ecospecialty.com Z • A WATERPROOFING Product Name Manufacturer Contact Website _ - r System III Epro 1- 800 - 882 -1896 eproserv.com . . Blueskin WP2000 Bakor, Inc 1.800.387.9598 bakor.com Colephene ICF Soprema, Inc 1 800 567 -1492 soprema.com Q Delta -MS Clear Cosella - Dorken Products, Inc. 1- 888- 4DELTA4 cosella- dorken.com Platon Armtec Ltd. 1- 800 -265 -7622 systemplaton.com Tamko TW60 Tamko, Inc. 1- 800 - 641 -4691 tamko.com Q Grace waterproofing products Grace Construction Products See website graceconstruction.com r Aqua - Wrap /Green SheiId Aqua Seal Inc. 1- 888 - 282 -3861 aquasealusa.com • . N CONNECTION SYSTEMS Z r '1 Product Name Manufacturer Contact Website — • ICF Ledger Connector System Simpson Strong -Tie Co., Inc. 1 -800- 999 -5099 simpsonstrongtie.com McMillan Joist Hanger New Tech Concrete Solutions 1- 888 - 835 -6655 - r • ICF- Connect ICF- Connect Ltd. 1- 866 - 497 -1576 icfconnect.com BUCK SYSTEMS Product Name Manufacturer Contact Website r • VBuck Vinyl Technologies, Inc. 1 888 - 578 - 2825 vbuck.com • A ADHESIVE & SEALANTS r 1 Product Name 'Manufacturer 'Contact Website I. A Enerfoam Sealant/Enerbond Adhesive Dow Chemical Company 1- 800 - 800 -FOAM dow.com /buildingproducts ✓ 1 SUPPLIERS OF SUPPORTING ICF PRODUCTS Company Contact Website Wind -lock 1- 800 - 872 -5625 wind- lock.com - ✓ ■ Grace Construction Products See website graceconstruction.com • • r • Good. Solid. Logix. I 16. Q(„� I �( A NSULATED CONCRETE FORMS Rev. Dec 01/05 ■ ✓ 1 L. PRODUCT MANUAL 3.0 - ALIGNMENT + SCAFFOLDING SYSTEM , 1 L I r 1 TABLE OF CONTENTS • J ✓ , 3.1 — ALIGNMENT + SCAFFOLDING SYSTEM R 3 -3 3.2 — TALL WALL RENTAL SCAFFOLDING P. 3 -5 ✓ , 13 — TALL WALL- INTERFACE WITH ■ .4 TRADITIONAL SCAFFOLDING P. 3 -7 I 1 2 W I- C/1 L I } r • N l l7 ✓ Z L 1 — r ♦ J • O U- r ♦ LL ` ' a • 1 t r 1 + ♦ J r 1 Z L J LJJ 2 ✓ 1 2 1 J L A .1 r r • A l s ✓ 1 www. logixicf.com • Good. Solid. Logix. 3 -1 �P E G R I S r +- At Rev. Dec 01/05 ✓ 1 L • PRODUCT MANUAL 3.1 - ALIGNMENT + SCAFFOLDING SYSTEM ✓ 1 L A ✓ 1 �, ,, „, ...; WALL ALIGNMENT SYSTEM • a ✓ A wall alignment system is used to keep the wall straight and plumb during concrete placement. Typically, the • , wall alignment system is installed on the inner side of the I. • 17_,.. LOGIX wall. ✓ 1 3 \ . • • w ► Each alignment unit consists of a vertical upright steel N channel with slots for attaching screws to the LOGIX ` } • - webs, a turnbuckle arm, and a scaffold bracket. r -, t^ l7 A" After installing 2 to 4 courses of LOGIX forms (depend - • 1 Z V � ing on wind and other conditions), attach the alignment ` ' s stem to the webs using screws with a hex head. o ;�,4 _ Y g r 1 —r ' Screws should be snug, but not tight. . • 0 L .L. • r ,J Place alignment units no more than 2ft (0.610m) from Q each corner or wall end, and every 7ft (2.134m) or less • 1 thereafter in accordance with OSHA/OHSA requirements. Alignment units should also be placed on either side of • 1 - every door and window opening. 4 — ,. • 1— z w STEP 1: Attach the upright steel channel to the LOGIX g _ _ webs with a #10 screw in each course. The screws z , ` should be snug but not tight. Always place screws 0 near the top of the slots to accommodate settling \ at the interlock during concrete placement. • • of r 1 . 4 • 1 L • ✓ 1 L i I 1 www.logixicf.com • L J Good. Solid. Logix. 3-3 JX NSULATED CONCRETE FORMS I 1 L 4 Rev. Dec 01/05 r , PRODUCT MANUAL 3.1 - ALIGNMENT + SCAFFOLDING SYSTEM CONTINUED r ■ . • __ 4 STEP 2: Attach a turnbuckle arm to the upright with a r 1 • . bolt and then secure to the floor or ground. In ` 1• light or sandy soils, additional care must be taken r , to secure diagonal turnbuckle. Ensure wall is 6. close to plumb and threads on the turnbuckle is r , • secured. . • " r 2 r , • �.. STEP 3: The scaffold bracket is then inserted behind the "' L '— top of the turnbuckle and secured at the bottom u-, r , with an additional bolt. >- v, r , • , 1 ; 1 . STEP 4: Place the appropriate scaffolding planks and rails 0 - according to safety regulations. For requirements Z r on toeboard and handrail configuration, consult o „, - OSHA/OHSA. p L • 11 1 STEP 5: Prior to concrete placement, make certain walls ” r - \ are leaning slightly inward. The wall must not Q V lean out at all. v, ` �'" STEP 6: A stringline must be used to achieve straight • J ter � e'er �.. i— walls. z ' r ' W `, \ J r' i , i. ,., . STEP 7: Before, during and after concrete placement, the Z %i' i ` diagonal turnbuckle arm is used to adjust wall L i, IrI/ I i I 1 straightness to stringline. — I s J r , -.; t .� Q r , ✓ , L. • I , . i www.logixicf.com r , Good. Solid. Logix. 3 —4 QG IX CONCRETE FORMS Rev. Dec 01/05 • 4 r • • PRODUCT MANUAL 3.2 - TALL WALL RENTAL SCAFFOLDING (AVAILABLE FROM FORM SYSTEMS) • . INSTALLATION STEPS r • STEP 1: Complete two courses making sure they are straight, level and well anchored (Figure A). or i STEP 2: The first scaffolding items needed are the base ✓ 2 ! frames and screw jacks. The left end of the base frame as seen in Figures B and C is the end that will sit against the forms to allow the screw jacks L A > to be adjusted. • i - � ��% r STEP 3: Insert the screw jacks into the base frames as seen Z in Figure C. Create a base frame by attaching L ... ? f ^ two 7ft (2.134m) ledgers (the horizontal pipes) to two base frames. Each ledger end has a wedge ,,,_ to anchor the system together (Figure D). To Mir remove, hit from below. Once base frame is in • a place, level in all directions. r • L U i + STEP 4: There are two kinds of vertical poles. Poles with r the 2/3 rosettes go against the wall. Those with z the full rosettes go into the center cup of the base frame (Figure Q. • • 2 • • Z • A 0 ✓ " J • , Q r • r • i I 1 ✓ ■ 1. Good. Solid. Logix. INSULATED CONCRETE FORMS h. • Rev. Dec 01/05 I , PRODUCT MANUAL 3.2 - TALL WALL RENTAL SCAFFOLDING l J (AVAILABLE FROM FORM SYSTEMS) , , CONTINUED L A rt ......: STEP 5: Install the two -foot ledgers that will hold the F 1 decks in place on every third rosette from the • ' E bottom. Note that the only 7ft (2.134m) ledger I • e " l • required against the wall is on the base frame. The rest of the scaffolding will require 7ft r _ Sr — � (2.134m) ledgers only on one side (Figure F). • .4 1 •1 g I , STEP 6: Place one wire clip per course at each vertical 2/3 w l • I - rosette pole (Figure E). v, r ■ I. J VI r 1 #5 STEP 7: Insert 7ft (2.134m) ledgers for railings in the two ' rosettes above the planks (Figure G). L., • J ill 1 Iwo, z r , I Q L A STEP 8: There are two adjustable diagonals. One is 4ft (1.220m) long and is intended to got to the inside J r O of the vertical poles. lt's designed to align the u _ • I wall during the second or third build. For the first u_ r Q . J � '..1"..i1.1111' build, use the 10ft (3.048m) external adjustable V diagonal (Figure G). v, • J z \ J , 1 w c • J G C 7 r , I • 'I-7 ,di -.I r ' , 1 L J J P l J [ • I. J www.logixicf.com r 1 Good. Solid. Logix. 3-6 L OG IX ` ' NSULATEO CONCRETE FORMS Rev. Dec 01/05 • ✓ , • A PRODUCT MANUAL 3.3 - TALL WALL - INTERFACE WITH TRADITIONAL SCAFFOLDING , / ✓ , LOGIX walls of any height can be built using traditional L. ' scaffolding and construction practices. Follow scaffolding manufacturer's instructions and local codes. L. I • g L / W H ✓ ■ Lri } r \ r 1 Z \ A \ / 0 LL ✓ 1 LPL , / Q LI ✓ 1 L • 1- z I 1 W L / C ✓ 1 Z \ I 1 J , / Q I 1 I L / ✓ 1 \ J ✓ , www.logixicf.com Good. Solid. Logix. 3 -7 OG1X NSW ATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 r . , PRODUCT MANUAL 4.0 - ESTIMATING r • i ✓ TABLE OF CONTENTS ■ ✓ ` 4.1 - ESTIMATING R 4 -3 4.2 - MATERIAL TAKE -OFF LIST R 4 -4 4.3 - FORM UNITS P. 4 -5 Estimating Standard Forms And Corners P. 4 -5 ✓ ` Estimating Brick Ledge Forms P. 4 -7 Estimating 6.25" Transition, ' ` Double Taper Top & Taper Top Forms P. 4 -7 Estimating Height Adjusters P. 4 -8 ' • Estimating End Caps P. 4 -8 • 4.4 - CONCRETE P. 4 -9 4" Walls P. 4 -9 • �7 6.25" Walls P. 4 -9 ✓ Z 8" Walls P. 4 -10 • / - i- 10" Walls P. 4 -11 I 1 Q Add Extra Concrete For Brick Ledges P. 4 -11 • J Add Extra Concrete For 6.25" Transition Forms P. 4 -12 ✓ ` . Add Extra Concrete For Taper Tops P. 4 -12 Add Extra Concrete For Double Taper Tops P. 4 -12 W Alternate Method For Calculating Concrete P. 4 -13 4.5 - REBAR P. 4 -14 4.6 - WATERPROOFING R 4 -15 . 4 4.7 - PARGING P. 4 -16 4.8 - COURSE HEIGHT TABLE R 4 -17 4.9 - LAYOUT TABLE P. 4 -18 4" Preferred Wall Dimensions P. 4 -18 6.25" Preferred Wall Dimensions P. 4 -19 ✓ ` 8" Preferred Wall Dimensions P. 4 -20 10 " Preferred Wall Dimensions P. 4 -21 4.10 - ESTIMATING FORM P. 4 -22 . \ J 6. Good. Solid. Logix. I4G IX NSULATED CONCRET FORMS r Rev. Dec 01/05 . PRODUCT MANUAL 4.1 - ESTIMATING r . / • ♦ Calculating the number of forms needed is a simple task with LOGIX. r Drawing a wall section on graph paper before estimating ✓ a project saves time and effort and is a very helpful thing to do. ✓ ♦ An important thing to remember in estimating is r , that walls with different heights should be calculated separately. As the wall heights change, so do the quantities required. L. J • NOTE: The LOGIX Estimator program is now available for ` download www.logixicf.com. • • z • . — I- r • / 2 ✓ 1 L I r I ✓ 1 L r L. J ✓ ♦ r L F 1 L r l I ✓ ♦ • Good. Solid. Logix. P ERI FORMS r Rev. Dec 01/05 PRODUCT MANUAL 4.2 - MATERIAL TAKE -OFF LIST . , The material take off is the first step in any estimate. F Linear feet of exterior and interior LOGIX walls , • Height of walls Number of courses in wall Thickness of wall (4 ", 6.25 ", 8" or 10 ") ' ' Number of 90° corners (both inside and outside) Number of 45° corner (both inside and outside) ' Linear feet of Brick Ledge Linear feet of 6.25" Transition forms IL Linear feet of Taper Top Linear feet of Double Taper Top Square feet of parge coating "stucco" (height x length) between grade and siding Square feet of water proofing (height x length) from z • , grade to lap over footing Square feet of door and window openings a / , Linear feet of buck material 2 ' Number of beam pockets (End Caps) / Linear feet of end walls (End Caps) v, ' Linear feet of Height Adjusters (both sides of wall) "J r SQUARE FOOTAGE OF DIFFERENT FORM TYPES F • Standard (straight): 5.33sf Brick Ledge: 5.33sf / 6.25" Transition: 5.33sf Taper Top: 5.33sf Double Taper Top: 5.33sf 90° Corner: 5.33sf (5.89sf for 10" corner form) F 45° Corner: 3.90sf Pilaster: 3.49sf max. 4" Height Adjuster: 0.66sf Half Height Standard: 2.67sf Half Height 90° Corner: 2.67sf Half Height 45° Corner: 1.95sf . , www.logixicf.com / Good. Solid. Logix. 4 -4 B OG IX NSLILATFD CONCRETE FORMS / Rev. Dec 01/05 r l J PRODUCT MANUAL 4.3 - FORM UNITS r L r ESTIMATING STANDARD FORMS AND CORNERS • 4 STEP 1: Determine the total lineal feet of walls (both interior and exterior walls that will be built using ✓ LOGIX). Add an extra 2ft for every 45° or 90° • , inside corner to the total lineal feet of walls. With this new lineal footage, multiply by the height of L J the walls to determine the property's total square footage. When figuring the total square footage L . of walls with different heights it's easiest to figure each wall separately and then add totals together. • ✓ Subtract the total square footage of all window L and door openings. • z STEP 2: Determine number of 45° forms (A) by multiplying Q number of 45 turns by the number of courses (i.e. � J 2 6 courses x 4 turns). Then multiply the number of 45° forms by 3.9 sf /form. Then subtract this from your gross square footage of wall determined in r ` Step 1. L . ' If no 45° turns continue with Step 3. L STEP 3: Determine number of 90° corner forms (B) by multiplying number of 90° turns by the number of courses (i.e. 6 courses x 4 turns). Then multiply the number of 90° forms by 5.33 sf /form (or 5.89sf for 10" corner forms). Then subtract this from your square footage of wall determined in Step 2 (if • i no 45° turns used, then subtract from gross square footage determined in Step 1). ✓ � r \ • L Good. Solid. Logix. INSULATED CORETE FORMS r l Rev. Dec 01/05 ✓ , PRODUCT MANUAL 4.3 - FORM UNITS CONTINUED ✓ , L STEP 4: Divide square footage of wall determined in Step 3 by 5.33 to determine gross number of Standard forms required. (C) I NOTE: Standard forms are all 16" (406mm) tall and 48" • , (1220mm) long with a wall area of 5.33sf each. All 90° Corners are 16" tall. The 4 ", 6.25" and 8" r Ninety degree corner forms have one leg that is , 16" long, the other 32" long for a total of 48 ", and r a wall area of 5.33sf. The 10" Ninety degree corner forms have one leg that is 18.5" long, the other L 34.5" long for a total of 53 ", and a wall area of 5.89sf. r A. Number of 45° forms required: Z r , B. Number of 90° forms required: ~ • , r C. Number of Standard forms required: Q D. Total number of forms required: _ r ti • J ✓ \ \ .4 r ■ ✓ , L , I , L , ✓ 1 \ , ✓ 1 \ www.logixicf.com • r Good. Solid. Logix. 4 -6 L OG IX NSULATED CONCRETE FORMS r Rev. Dec 01/05 ' r L J PRODUCT MANUAL 4.3 - FORM UNITS CONTINUED r I r ESTIMATING BRICK LEDGE FORMS • A ' NOTE: Brick Ledge forms are available in straight units only. Corner applications require miter cutting Brick Ledge forms on site. L J Brick Ledge forms only come in 6.25 ", 8" and 10" cavity sizes. r . A STEP 1: Measure the total linear feet of Brick Ledge needed and divide by 4 (the length in feet of each block) to determine the total number of Brick Ledge forms needed. When miter cutting Brick Ledge corners, add one Brick Ledge form ✓ for waste at each corner to the total Brick Ledge count. ✓ Q L 2 STEP 2: Subtract the number of Brick Ledge forms from ✓ the total number of Standard forms determined W earlier to avoid ordering too many Standard forms. r L • ESTIMATING 6.25" TRANSITION, DOUBLE TAPER TOP & TAPER TOP FORMS L NOTE: The above forms are available in straight units only. Corner applications require miter cutting the ✓ forms on site. ✓ 6.25" Transition and Taper Top forms only come in 6.25 ", 8" and 10" cavity sizes. Double Taper Top forms are ✓ currently available in 4" and 6.25" cavity sizes. L . ✓ '1 www.logixicf.com Good. Solid. Logix. 4 -7 OG iX NSUTATED CONCRETE FORMS L . Rev. Dec 01/05 l J PRODUCT MANUAL 4.3 - FORM UNITS CONTINUED r \ J Follow Steps 1 & 2 in "Estimating Brick Ledge Forms" to • estimate the number of 6.25" Transition, Taper Top or Double Taper Top forms required. ESTIMATING HEIGHT ADJUSTERS r l A 2ft Height Adjuster = 0.66sf. The number of 2ft long ' Height Adjusters needed is equal to the total linear footage. I. J NOTES: Height Adjusters come in one size, 4" x 24" x � J 2.75" thick. Remember to count both sides of the wall. Height Adjusters can be used in window ' • J openings to adjust height without cutting standards. z ' \ J ESTIMATING END CAPS Q r , • J NOTES: End Caps are 16" tall and 2 -1/4" thick . End Caps I come in all wall cavity sizes - 4 ", 6.25 ", 8" and 10 ". Use End Caps at end wall applications. Use `" LJJ two End Caps for each beam pocket. Use End Caps for step foundations if necessary. End Caps I' , can be used to form side bucks on door and window openings. r • J ✓ , • .4 r 1 J ✓ , • J r L. I 1 C Logix. LQG ' J SOIId G ood. • LOIX *N I 1 Re v. Dec 01/05 ✓ , 6. Al PRODUCT MANUAL 4.4 - CONCRETE I , • I 4" WALLS • STEP 1: Take the square footage of all wall area and subtract the square footage of all window and door openings. • r STEP 2: Multiply by 0.333ft (the width of the cavity) to get the cubic feet of concrete required. r STEP 3: Divide by 27cf to determine the total number of • .4 yards of concrete required (or divide by 35.32 to determine meters of concrete required). ✓ , L Example: 1845sf of wall area minus 322sf of window and • • door area equals 1523sf of net wall area. 1523sf �-- times 0.333ft equals 507cf divided by 27cf per yard equals 18.8 yards of concrete required. Or divide 507cf by 35.32 for meters required. In ▪ , this case, 14.4 meters. r Ll) 6.25" WALLS ✓ , • • STEP 1: Take the square footage of all wall area and subtract the square footage of all window and • • door openings. • • r , STEP 2: Multiply by 0.521ft (the width of the cavity) to get the cubic feet of concrete required. • • I , ✓ , • J r • www.logixicf.com • Good. Solid. Logix. 4-9 LOG IX b m• INSJlATEO CONCRETE FORMS Rev. Dec 01/05 r PRODUCT MANUAL 4.4 - CONCRETE CONTINUED ' r l • STEP 3: Divide by 27 to determine the yards of concrete • required (or divide by 35.32 to determine meters required). • • J Example: 1845sf of wall area minus 322sf of window and • • door are equals 1523sf of net wall area. 1523sf times 0.521ft equals 793cf divided by 27cf per • yard equals 29.4 yards of concrete. Or divide • • 793cf by 35.32 for meters required. In this case, • ` • 22.5. J • \ 8" WALLS r • STEP 1: Take the square footage of all wall area and subtract the square footage of all window and z r • door openings. Q r • • STEP 2: Multiply by 0.667ft (the width of the cavity) to get 2 the cubic feet of concrete required. r STEP 3: Divide by 27 to determine the yards of concrete W , • required (or by 35.32 to determine meters required). • � J r Example: 1845sf of wall area minus 322sf of window and , J door area equals 1523sf of net wall area. 1523sf r times 0.667ft equals 1016cf divided by 27cf per • yard equals 37.6 yards of concrete. Or divide • 1016cf by 35.32 for meters required. In this • J case, 28.8. r L J I" • • www.logixicf.com r Good. Solid. Logix. 4-1 0 L QG R i) , ✓ \ Rev. Dec 01/05 • • r PRODUCT MANUAL 4.4 - CONCRETE CONTINUED r L . ✓ 10" WALLS • J STEP 1: Take the square footage of all wall area and subtract the square footage of all window and • • door openings. ✓ , STEP 2: Multiply by 0.833ft (the width of the cavity) to get the cubic feet of concrete required. Pr 1 STEP 3: Divide by 27cf to determine the total number • of yards of concrete required (or by 35.32 to determine meters of concrete required). ✓ � Example: 1845sf of wall area minus 322sf of window Z • - and door area equals 1523sf of net wall area. • a 1523sf times 0.833ft equals 1269cf divided by 27cf per yard equals 47.0 yards of concrete required. Or divide 1269cf by 35.32 for meters I— L .1 required. In this case, 35.9 meters. r ADD EXTRA CONCRETE FOR BRICK LEDGES ✓ , Multiply linear feet of Brick Ledge by 0.007 cubic yards or ▪ • 0.005 meters to determine the additional yards or meters L j of concrete needed. ✓ , Example: 200If of Brick Ledge would require 1.4 extra yards of concrete (200 linear feet x 0.007 = 1.4 yards). ✓ , L I ✓ , • I ✓ I www.logixicf.com Good. Solid. Logix. 4 -1 1 QG R I . Rev. Dec 01/05 r PRODUCT MANUAL 4.4 - CONCRETE CONTINUED ' ' ✓ ' a , ADD EXTRA CONCRETE FOR 6.25" TRANSITION FORMS ' L • Multiply linear feet of 6.25" Transition forms by 0.004 ' cubic yards or 0.003 meters to determine the additional yards or meters of concrete needed. • Example: 200lf of 6.25" Transition forms would require 0.8 extra yards of concrete (200 linear feet x 0.004 = 0.8 yards). • ADD EXTRA CONCRETE FOR TAPER TOPS r Multiply linear feet of Taper Top by 0.003 cubic yards or cubic meters 0.002 to determine the additional yards or t� meter of concrete needed. Z Example: 2001f of Taper Top forms would require an < r additional 0.6 yards of extra concrete (200lf x � , 0.003 = 0.6 yards). f- w ADD EXTRA CONCRETE FOR DOUBLE TAPER TOPS r • J Multiply linear feet of Double Taper Tops by 0.006 cubic • yards or cubic meters 0.005 to determine the additional yards or meter of concrete needed. ' Example: 200If of Taper Top forms would require an r 16, additional 1.2 yards of extra concrete (200If x 0.006 = 1.2 yards). . , r • . www.logixicf.com P Good. Solid. Logix. 4 -1 2 J 0G ix NSULATED CONCRETE FORMS F l Rev. Dec 01/05 ✓ ' L PRODUCT MANUAL 4.4 - CONCRETE CONTINUED ✓ • A • ` ALTERNATE METHOD FOR CALCULATING CONCRETE 1 • An alternate method to calculate concrete is to use the chart below. Simply multiply the total number of forms ' by the appropriate multiplier to determine the cubic yards or cubic meters of concrete required. ✓ , Form Size Cubic Yards Cubic Meters ' per Form Unit per Form Unit • • 4" 0.066 0.050 6.25" 0.103 0.079 • ' 8" 0.132 0.100 ✓ 10" 0.165 0.126 • , l7 ✓ ' z • — 2 ✓ — I- • , I1 W • ■ • , • t I l / • • J • 1 • • Good. Solid. Logix. L ��7 ! �NSULATED CONCRETE FORMS ✓ \ • • Rev. Dec 01/05 ✓ � PRODUCT MANUAL 4.5 - REBAR ` r • ♦ A Rebar estimating varies from wall to wall depending I on factors such as height, vertical loading, horizontal L. loading, backfill heights, etc. l NOTE: Each Brick Ledge and 6.25" Transition form will ' require six stirrups to tie the horizontal rebar in the corbel to the horizontal rebar in the interior of the r 4. form. IL A ✓ \ ✓ 1 . A r L A z r - . A I- Q r 2 L. Al I \ L A W ✓ \ r L. A r l A Jr L A l A ✓ \ L A r • A www.logixicf.com r • Good. Solid. Logix. 4 -1 4 ()GIN' NSULATED CONCRETE FORMS r • Rev. Dec 01/05 r . PRODUCT MANUAL 4.6 - WATERPROOFING r L J ✓ , Multiply linear footage of walls by the height of backfill. • A When calculating backfill height, make sure to add I . enough height to allow the waterproofing materials to extend over the edge of the footing. r Divide this number by the square footage per roll of ✓ membrane material to determine the total number of rolls required. r If using a rigid waterproofing board, do not include a footing overlap in you calculations. • J ✓ 1 L. J '^ ✓ ` Z ■ i - H r • Q L J 2 ✓ , L J W r L ✓ 1 L. J r • L .4 ✓ 1 ■ r L • r • i r • A ✓ 1 www.logixicf.com ■ Good. Solid. Logix. 4 -1 5 LOCI II IINSULATEO CONCRETE FORMS r Rev. Dec 01/05 r PRODUCT MANUAL 4.7 - PARGING • r ■ . Parging typically covers from the top of the waterproofing membrane to a height 2" above the bottom edge of the siding. r . J Multiply the linear footage of wall by height of parging to determine total square footage of parging required. ' I Divide this number by the square footage per bag of ` • parging material to determine the total number of bags r , required. L • I L J • , Z r i H Q • , 2 . r , L • W I , . J ✓ , . I r L • r L • r . r L I www.logixicf.com ■ r • Good. Solid. Logix. 4-16 Q ER I S I Rev. Dec 01/05 1. Al ✓ , ✓ PRODUCT MANUAL 4.8 - COURSE HEIGHT TABLE ✓ 1 l J ✓ , This table shows wall heights that are readily achieved using Standard LOGIX forms used in combination with 4" (102mm) Height Adjusters and /or 8" (203mm) Half Height forms. ✓ Number Height of Wall Add One Height Add One Half- Add One Height of Adj. height Adj. & One Half - Courses height r • 1 1 1' - 4" (406mm) 1' - 8" (508mm) 2' - 0" (610mm) 2' - 4" (711 mm) r 2 2' - 8" (813mm) 3' - 0" (914mm) 3 - 4" (1016mm) 3' - 8" (1118mm) 3 4' - 0" (1219mm) 4' - 4" (1321 mm) 4' - 8" (1422mm) 5' - 0" (1524mm) 4 5' - 4" (1626mm) 5' - 8" (1727mm) 6' - 0" (1829mm) 6' - 4" (1930mm) 5 6' - 8" (2032mm) 7' - 0" (2134mm) 7' - 4" (2235mm) 7' - 8" (2337mm) 6 8' - 0" (2438mm) 8' - 4" (2540mm) 8' - 8" (2642mm) 9' - 0" (2743mm) • ' 7 9' - 4" (2845mm) 9' - 8" (2946mm) 10' - 0" (3048mm) 10' - 4" (3150mm) l7 8 10' - 8" (3251mm) 11' - 0" (3353mm) 11' - 4" (3454mm) 11' - 8" (3556mm) ✓ Z 9 12' - 0" (3658mm) 12' - 4" (3759mm) 12' - 8" (3861 mm) 13' - 0" (3962mm) l J - 10 13' - 4" (4064mm) 13' - 8" (4166mm) 14' - 0" (4267mm) 14' - 4" (4369mm) r • Q 11 14' - 8" (4470mm) 15' - 0" (4572mm) 15' - 4" (4674mm) 15' - 8" (4775mm) 12 16' - 0" (4877mm) 16' - 4' (4978mm) 16' - 8" (5080mm) 17' - 0" (5182mm) ✓ ♦ H 13 17' - 4" (5283mm) 17' - 8" (5385mm) 18' - 0" (5486mm) 18' - 4" (5588mm) r • W 14 18' - 8" (5690mm) 19' - 0" (5791 mm) 19' - 4" (5893mm) 19' - 8" (5994mm) 15 20' - 0" (6096mm) 20' - 4" (6198mm) 20' - 8" (6299mm) 21' - 0" (6401 mm) ✓ ' 16 21' - 4" (6502mm) 21' - 8" (6604mm) 22' - 0" (6706mm) 22' - 4" (6807mm) I. , 17 22' - 8" (6909mm) 23' - 0" (7010mm) 23' - 4" (7112mm) 23' - 8" (7214mm) r 18 24' - 0" (7315mm) 24' - 4" (7417mm) 24' - 8" (7518mm) 25' - 0" (7620mm) • l 19 25' - 4" (7722mm) 25' - 8" (7823mm) 26' - 0" (7925mm) 26' - 4" (8026mm) ✓ ' - 20 26' - 8" (8128mm) 27' - 0" (8230mm) 27' - 4" (8331 mm) 27' - 8" (8433mm) 21 28' - 0" (8534mm) 28' - 4" (8636mm) 28' - 8" (8738mm) 29' - 0" (8839mm) ✓ ' 22 29' - 4" (8941 mm) 29' - 8" (9042mm) 30' - 0" (9144mm) 30' - 4" (9246mm) ✓ 23 30' - 8" (9347mm) 31' - 0" (9449mm) 31' - 4" (9550mm) 31' - 8" (9652mm) 24 32' - 0" (9754mm) 32' - 4" (9855mm) 32' - 8" (9957mm) 33' - 0" (10058mm) ✓ 25 33' - 4" (10160mm) 33' - 8" (10262mm) 34' - 0" (10363mm) 34' - 4" (10465mm) I , ■ Good. Solid. Logix. INSULATED CONCRETE FORMS r • A Rev. Dec 01/05 r 1 PRODUCT MANUAL 4.9 - LAYOUT TABLE ■ - 4" PREFERRED WALL DIMENSIONS r , ✓ 1 9-1/2" - INSIDE - INSIDE • • r . INSIDE- OUTSIDE r V J 4" r . ' OUTSIDE - OUTSIDE ✓ ■ • • Outside- Outside Inside- Inside Inside - Outside Outside - Outside Inside- Inside Inside - Outside , 1 Corner Corner Corner Corner Corner Corner 3'4" 1'9" 2' 6.5" 23'4" 21'1" 21' 105" a . .... 9' 1 4' 8" 3' 1" 3' 10.5" 24' 4" 22' 1" 22' 10.5" 5' 4" 3' 9" 4' 6.5" 24' 8" 22' 5" 23' 2.5" • 6' 0" 4' 5" 5' 2.5" 26' 0" 23' 9" 24' 6.5" L7 6' 8" 5' 1" 5' 10.5" 26' 8" 24' 5" 25' 2.5" Z r 1 7' 4" 5' 9" 6' 6.5" 27' 4" 25' 1" 25' 10.5" - l , I- 8' 8" 7' 7'10.5" 28'8" 26'5" 27'2.5" Q r 1 9' 4" 7' 9" 8' 6.5" 29' 4" 27' 1" 27 10.5" 1. J 10' 0" 8' 5" 9' 2.5" 30' 0" 27' 9" 28' 6.5" 10' 8" 9' 1" 9' 10.5" 30' 8" 28' 5" 29' 2.5" - 11' 4" 9' 9" • • 10' 6.5" 31' 4" 29' 1" 29' 10.5" , IA L A 12' 8" 11' 1" 11' 10.5" 32 8" 30' 5" 31' 2.5" w 13' 4" 11' 9" 12 6.5" 33' 4" 31' 1" 31' 10.5" 1 14' 0" 12 5" 13' 2.5" 34' 0" 31' 9" 32' 6.5" • 4 14' 8" 13' 1" 13' 10.5" 34' 8" 32 5" 33' 2.5" 15' 4" 13' 9" 14' 6.5" 35' 4" 33' 1" 33' 10.5" r ■ - 16' ° `;. O" "' 6.5 a 16' 8" 15' 1" 15' 10.5" 36' 8" 34' 5" 35' 2.5" 17' 4" 15' 9" 16' 6.5" 37' 4" 35' 1" 35' 10.5" r ■ 18' 0" 16' 5" 17' 2.5" 38' 0" 35' 9" 36' 6.5" 19' 4" 17' 1" 17' 10.5" 39' 4" 36' 5" 37' 2.5" r ■ 20' 8" 18' 5" 19' 2.5" 40' 8" 37' 9" 38' 6.5" a . 21' 4" 19' 1" 19' 10.5" 41' 4" 38' 5" _ 39' 2.5" 22' 0" 19' 9" 20' 6.5" 42' 0" 39' 1" 39' 10.5" 22' 8" 20' 5" 21' 2.5" 42' 8" 39' 9" 40' 6.5" r L 4 • Preferred wall length dimensions that allow the use of full size Logix blocks (no cutting required) are indicated in shaded dimensions. r • This table shows increments of 8" to allow block webs to be aligned between successive courses for attachment of .4 interior /exterior finishes. a • Window and door openings can fall anywhere in the wall envelope, window /door openings do not need to fall on cut lines. r i L .1 www.logixicf.com • r Good. Solid. Logix. 4 -1 8 J OGIX" • NSULATEO CONCRETE FORMS ✓ ■ Rev. Dec 01/05 1. r • PRODUCT MANUAL 4.9 - LAYOUT TABLE ✓ , 6.25" PREFERRED WALL DIMENSIONS ✓ 1 11 -3/4" ■ A INSIDE- INSIDE r fi INSIDE- OUTSIDE ✓ 1 , i 6 -1/4" ✓ 1 ■ OUTSIDE - OUTSIDE ✓ i - -- I ■ i I 1 Outside - Outside Inside - Inside Inside - Outside ' Outside - Outside Inside- Inside Inside - Outside Corner Corner Corner Corner Corner Corner 3'4" 1'4.5" 2' 4.25" 23'4" 20'8.5" 21'8.25" r 40" 4' 8" 2' 8.5" 3' 8.25" 24' 4" 21' 8.5" 22' 8.25" . i V , 5'4" 3' 4.5" 4' 4.25" 24' 8" 22' 0.5" 23' 0.25" 6' 0" 4' 0.5" 5' 0.25" 26' 0" 23' 4.5" 24' 4.25" I Z 6' 8" 4' 8.5" 5' 8.25" 26' 8" 24' 0.5" 25' 0.25" 7' 4" 5' 4.5" 6' 4.25" 27' 4" 24' 8.5" 25' 8.25" I- ✓ i ' 8' 8" 6' 8.5" 7' 8.25" 28' 8" 26' 0.5" 27' 0.25" . A 2 9' 4" 7' 4.5" 8' 4.25" 29' 4" 26' 8.5" 27' 8.25" 10' 0" 8' 0.5" 9' 0.25" 30' 0" 27' 4.5" 28' 4.25" I • 1 0' 8" 8' 8.5" 9' 8.25" 30' 8" 28' 0.5" 29' 0.25" IL • 11' 4" 9'4.5" 10' 4.25" 31' 4" 28' 8.5" 29' 8.25" V7 W 12' 8" 10' 8.5" 11' 8.25" 32' 8" 30' 0.5" 31' 0.25" I , _ 13' 4" 11' 4.5" 12' 4.25" 33' 4" 30' 8.5" 31' 8.25" L 14' 0" 12' 0.5" 13' 0.25" 34' 0" 31' 4.5" 32' 4.25" 14' 8" 12' 8.5" 13' 8.25" 34' 8" 32' 0.5" 33' 0.25" I 15' 4" 13' 4.5" 14' 4.25" 35' 4" 32' 8.5" 33' 8.25" 16' 8" 14' 8.5" 15' 8.25" 36' 8" 34' 0.5" 35' 0.25" I 1 17' 4" 15'4.5" 16' 4.25" 37' 4" 34' 8.5" 35' 8.25" • A 18' 0" 16' 0.5" 17' 0.25" 38' 0" 35' 4.5" 36' 4.25" 19' 4" 16' 8.5" 17' 8.25" 39' 4" 36' 0.5" 37' 0.25" • .4 20' 8" 18' 0.5" 19' 0.25" 40' 8" 37' 4.5" 38' 4.25" 21' 4" 18' 8.5" 19' 8.25" 41' 4" 38' 0.5" 39' 0.25" ✓ , 22' 0" 19' 4.5" 20' 4.25" 42' 0" 38' 8.5" 39' 8.25" 22' 8" 20' 0.5" 21' 0.25" 42' 8" 39' 4.5" 40' 4.25" • Preferred wall length dimensions that allow the use of full size Logix blocks (no cutting required) are indicated in ✓ 1 shaded dimensions. . i • This table shows increments of 8" to allow block webs to be aligned between successive courses for attachment of interior /exterior finishes. • Window and door openings can fall anywhere in the wall envelope, window /door ✓ 1 openings do not need to fall on cut lines. • A I , www.logixicf.com i. ` ' Good. Solid. Logix. 4 -1 9 L OG IX NSULATEO CONCRe 7E FORMS ■ .4 Rev. Dec 01/05 r . PRODUCT MANUAL 4.9 - LAYOUT TABLE L 8" PREFERRED WALL DIMENSIONS r , . 4 ✓ , 13 -1/2" _ INSIDE- INSIDE F r • INSIDE - OUTSIDE r . , I 8" . . , , OUTSIDE - OUTSIDE r . Outside- Outside Inside - Inside Inside- Outside Outside - Outside Inside- Inside Inside - Outside r 1 Corner Corner Corner Corner Corner Corner L A 3' 4" 1' 1" 2' 2.5" 23' 4" 20' 5" 21' IIIR 4'8" 2'5" 3'6.5" 24'4" 21'5" 22'6.5" r 5 4" 3' 1" 4' 2.5" 24' 8" 21' 9" 22' 10.5" L • 6' 0" 3' 9" 4' 10.5" 26' 0" 23' 1" 24' 2.5" 0 6' 8" 4' 5" 5' 6.5" 26' 8" 23' 9" 24' 10.5" Z r 1 7' 4" 5' 1" 6' 2.5" 27' 4" 24' 5" 25' 6.5" - • A I- 8' 8" 6' 5" 7' 6.5" 28' 8" 25' 9" 26' 10.5" Q r • 9' 4 7' 1" 8' 2.5" 29' 4" 26' 5" 27' 6.5" 2 ► .4 10' 0" 7' 9" 8' 10.5" 30' 0" 27' 1" 28' 2.5" 10' 8" 8' 5" 9' 6.5" _ 30' 8" 27' 9" 28' 10.5" r 11'4" 9'1" 10'2.5" 31'4" 28'5" 29'6.5" 1- L • V1 12' 8" 10' 5" 11' 6.5" 32' 8" 29' 9" 30' 10.5" W 13' 4" 11' 1" 12' 2.5" 33' 4" 30' 5" 31' 6.5" r 14' 0" 11' 9" 12' 10.5" 34' 0" 31' 1" 32' 2.5" • .4 14' 8" 12' 5" 13' 6.5" 34' 8" 31' 9" 32' 10.5" 15 4" 13' 1" 14' 2.5" 35' 4" 32' 5" 33' 6.5" r • L 16' 8" 14' 5" 15' 6.5" 36' 8" 33' 9" 34' 10.5" 17' 4" 15 1" 16' 2.5" 37' 4" _ 34' 5" 35 6.5" r . 18' 0" 15 9" 16' 10.5" 38' 0" 35 1" 36' 2.5" L A 19' 4" 16' 5" 17' 6.5" 39' 4" 35' 9" 36' 10.5" r • 20' 8" 17' 9" 18' 10.5" 40' 8" _ 37 1" 38' 2.5" L . 21' 4" 18' 5" 19' 6.5" 41' 4" 37' 9" 38' 10.5" 22' 0" 19' 1" 20' 2.5" 42' 0" 38' 5" 39' 6.5" r . 22' 8" 19' 9" 20' 10.5" 42' 8" 39' 1" 40' 2.5" I. i • Preferred wall length dimensions that allow the use of full size Logix blocks (no cutting required) are indicated in shaded dimensions. r • This table shows increments of 8" to allow block webs to be aligned between successive courses for attachment of interior /exterior finishes. • Window and door openings can fall anywhere in the wall envelope, window /door openings do not need to fall on cut lines. r . ■ A www.logixicf.com • r ■ Good. Solid. Logix. 4 -2 0 L OG IX:M ` NSULATED CONCRETE FORMS r . Rev. Dec 01/05 I. A ✓ 1 L. 4 PRODUCT MANUAL 4.9 - LAYOUT TABLE • 1 10" PREFERRED WALL DIMENSIONS , . ✓ ■ 15-1/2" INSIDE - INSIDE r 1 h. .4 1 r • INSIDE- OUTSIDE l i 10 { I 1 • / - OUTSIDE - OUTSIDE r . 4 ✓ 1 • -I Outside Outside Inside- Inside Inside - Outside Outside- Outside Inside- Inside Inside- Outside Corner Corner _ Corner Corner Corner Corner _ ✓ 1 3' 4" 0' 9" 2' 0.5" 23' 4" 20' 1" 21' 4.5" 4' 0 " - 2' 8.5°" ii 9 "': 4' 8" _ 2' 1" - 3' 4.5" 24' 4" 21' 1" 22' 4.5" _ 5' 4" 2' 9" 4' 0.5" 24' 8 " 21' 5 22 ' 8.5" ` Z 6' 0" 3' S" 4' 8.5" 26' 0" 22' 9" 24' 0.5" ` 4 - 6' 8" 4' 1" 5' 4.5" 26' 8" 23' 5" 24' 8.5" I- 7' 4" 4' 9" 6' 0.5" 27' 4" 24' 1" 25' 4.5" r . Q Mr 28' 0" 2 8' 8" 6' 1" 7' 4.5" 28' 8" 25' 5" 26' 8.5" 9' 4" 6' 9" 8' 0.5" 29' 4" 26' 1" 27' 4.5" - ✓ 1 10' 0" 7' 5" 8' 8.5" _ 30' 0" 26' 9" 28' 0.5" I' 10' 8" 8' 1" 9' 4.5" 30' 8" 27' 5" 28' 8.5" VI 11' 4" 8' 9" 10' 0.5" 31' 4" 28' 1" 29' 4.5" LU ✓ 1 2' 8" 10' 1" 11' 4,5" 32' 8" 29' 5" 30' 8.5" ■ . 13'4" 10'9" 12'0.5" 33'4" 30'1" 31'4.5" 14' 0" 11' 5" 12' 8.5" 34' 0" 30' 9" 32' 0.5" ✓ 1 14' 8" 12' 1" 13' 4.5" 34' 8" _ 31' 5" 32' 8.5" • 15' 4" 12' 9" 14' 0.5" 35' 4" 32' 1" 33' 4.5" ✓ , 16' 8" 14' 1" 15' 4.5" 36' 8" 33' 5" 34' 8.5" 17' 4" 14' 9" 16' 0.5" 37' 4" 34' 1" 35' 4.5" 18'0" 15'5" 16'8.5" 38'0" 34'9" 36'0.5" 19' 4" 16' 1" 17' 4.5" 39' 4" 35' 5" 36' 8.5" I 1 20' 8" 17' 5" 18' 8.5" 40' 8" 36' 9" 38' 0.5" 21' 4" 18' 1" 19' 4.5" 41' 4" 37' 5" 38' 8.5" I 1 _ 22' 0" 18' 9" - 20' 0.5" 42' 0" 38' 1" 39' 4.5" -- I i 22' 8" 19' 5" 20' 8.5" 42' 8" 38' 9" 40' 0.5" • Preferred wall length dimensions that allow the use of full size Logix blocks (no cutting required) are indicated in I 1 shaded dimensions. • This table shows increments of 8" to allow block webs to be aligned between L 4 successive courses for attachment of interior /exterior finishes. • Window and door openings can fall anywhere in the wall envelope, window /door • ` openings do not need to fall on cut lines. l I ✓ 1 • Good. Solid. Logix. INSULATED CONCc RETE FORMS ✓ 1 • • Rev. Dec 01/05 r PRODUCT MANUAL 4.10 - ESTIMATING FORM ✓ , Customer Name: Date: Project Name: , ✓ 4 Wall Type (Circle): Frost Wall Basement Main Floor Second Floor Other • , Form Size (Circle): 4" 6.25" 8" 10" Estimating Data r Lineal Feet (LF) of Wall LF Height Adjusters Wall Height LF Extended Brick Ledge Number of 90° Turns LF Taper Top Form Numberof45 °Turns +HLJKW RI %DFN Number of Logix Courses Square Footage (SF) of Openings , Number of Courses of Standards Gross SF of Wall (GSF) LF Form Lock Net SF of Wall (NSF) r Quantity Description Notes Total Number of Forms r • Standard Forms ` 1 /2 Height Standards Z r , 90° Corner Forms ' 1 /2 Height 90° Corner Forms < r Brick Ledge 2 6.25" Transition Forms ~ r Taper Top Forms W Double Taper Top Forms r Number of Height Adjusters (2' each) Number of Form Lock (12.5' each) Filament Tape (1 roll /50 blocks) ✓ , Zip Ties (1 bag /200 blocks) : DWHUSURR OHPEUDQH VI UROO • Rolls of Fiber Mesh (475sf /roll) L • Bags of Prepcoat (85sf /bag) ✓ 1 LF /Type Rebar Cubic Yards of Concrete r , LF Window /Door Buck . • Number of Alignment System Sets Man Hours /sf I. • ■ f Good. Solid. Logix. �OG IX ' NSUTATED CONCRETE FORMS r Rev. Dec 01/05 6. r • f PRODUCT MANUAL 5.0 — CAD DRAWINGS ✓ TABLE OF CONTENTS 5.0 - LOGIX ICF FORMS ▪ ' 5.0.1 - Standard Form P. 5 -5 r . 5.0.2 - Brick Ledge Form P. 5 -6 • A 5.0.3 - 6.25" Transition Form P. 5 -7 5.0.4 - Taper Top Form P. 5 -8 5.0.5 - Double Taper Top Form P. 5 -9 5.0.6 - Left Hand Corner Form P. 5 -10 ■ 5.0.7 - Right Hand Corner Form P. 5 -11 1 5.0.8 - Left Hand 45° Form P. 5 -12 5.0.9 - Right Hand 45° Form P. 5 -13 ✓ 5.0.10 - Pilaster Form P. 5 -14 5.0.11 - Half Height Standard Form P. 5 -15 • Z 5.0.12 - Half Height Left Hand Corner Form P. 5 -16 ` ' 3 5.0.13 - Half Height Right Hand Corner Form P. 5 -17 5.0.14 - Half Height Left Hand 45° Form P. 5 -18 ` oc 5.0.15 - Half Height Right Hand 45° Form P. 5 -19 • 5.0.16 - End Cap & 4" Height Adjuster P. 5 -20 ` ' 5.1 - FROST WALLS (CRAWL SPACES) • Q 5.1.1 - 4' Frost Wall (Crawl Space) P. 5 -21 • A 1..) 5.1.2 - 4' -8" Frost Wall (Crawl Space) P. 5 -22 ▪ • 5.1.3 - 6' Frost Wall (Crawl Space) P. 5 -23 L. 4 5.2 - FOUNDATION WALLS I' 1 5.2.1 - 8' Foundation P. 5 -24 5.2.2 - 8' -4" Foundation P. 5 -25 / • 5.2.3 - 8' -8" Foundation P. 5 -26 I. ' 5.2.4 - 9' -4" Foundation P. 5 -27 . . / , ` ' Ig I X M Good. Solid. Logix. NSULATED CONCRETE FDRMS Rev. Dec 01/05 • PRODUCT MANUAL 5.0 - CAD DRAWINGS ` r J ✓ , L 5.3 - SLAB CONSTRUCTION r I 5.3.1 - 8' Slab On Grade P. 5 -28 L. J 5.3.2 - 9' -4" Slab On Grade P. 5 -29 5.3.3 - 8' Shallow Frost Wall P. 5 -30 • ' 5.3.4 - 9' Shallow Frost Wall P. 5 -31 • 5.4 - ONE STOREY CONSTRUCTION ` 5.4.1 - 8' Foundation Wall /8' Main Floor P. 5 -32 5.4.2 - 8' Foundation Wall /9' Main Floor P. 5 -33 5.5 - TWO STOREY CONSTRUCTION r 5.5.1 - 8' Foundation Wall/ • Al 8' Main Floor /8' Second Level P. 5 -34 r 5.5.2 - 8' Foundation Wall/ 9' Main Floor /8' Second Level P. 5 -35 Z r 5.5.3 - Two Storey With Brick Ledge & Transition Form -1 P. 5 -36 Q r 5.5.4 - Two Storey With ` ' Brick Ledge & Transition Form - 2 P. 5 -37 ' 5.6 - FLOOR CONNECTIONS p • J 5.6.1 - 2x6 Top Plate Recessed R 5 -38 a r , V . J 5.6.2 - 2x8 Top Plate Overhung P. 5 -38 5.6.3 - 2x6 With Taper Top Form P. 5 -39 r 5.6.4 - Masonry Veneer With Taper Top P. 5 -39 ` J 5.6.5 - Taper Top With Log Home P. 5 -40 r 5.6.6 - 2x Lumber Ledger P. 5 -41 5.6.7 - Lvl Lumber Ledger P. 5 -41 r 5.6.8 - Angle Iron Ledger P. 5 -42 • L J • , L ✓ , L J www.logixicf.com Good. Solid. Logix. 5-2 NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 ' r • • PRODUCT MANUAL 5.0 - CAD DRAWINGS r . a r ♦ f ✓ , 5.6.9 - Transition - 8" Taper Top To 4" Standard 5 -43 5.6.10 - Simpson Id Hanger P. 5 -44 • • 5.6.11 - 8" To 6" Transition With ` Simpson Icf Hangers P. 5 -45 ✓ 5.6.12 - Mcmillan Joist Hanger P. 5 -46 5.6.13 - Brick Ledge With Top Chord Bearing P. 5 -47 r . 5.6.14 - 6.25" Transition Form Supporting Open Web Floor Joist P. 5 -48 5.6.15 - 6.25" Transition Form Supporting Wood Floor Joist P. 5 -49 ✓ 5.7 - CONCRETE FLOOR SYSTEMS 5.7.1 - Steel Composite Deck (Bearing End) P. 5 -50 • • z 5.7.2 - Steel Composite Deck (Non- bearing) P. 5 -50 5.7.3 - Hambro Floor (Bearing End) P. 5 -51 • • 5.7.4 - Hambro Floor (Non - bearing End) P. 5 -51 C 5.7.5 - Precast Concrete Floor (Bearing End) P. 5 -52 • ❑ 5.7.6 - Precast Concrete Floor (Non- bearing End) P. 5 -52 L ` ❑ 5.8 — ROOF CONNECTIONS • Q 5.8.1 - Roof - 2x6 Recessed Top Plate P. 5 -53 5.8.2 - Roof - 2x8 Overhung Top Plate P. 5 -53 5.8.3 - Roof - 2x6 With Taper Top Form R. 5 -54 ` ' 5.8.4 - Roof - Hurricane Tie Down Strap P. 5 -55 5.8.5 - Open Web Steel Flat Roof P. 5 -56 L 5.8.6 - Precast Concrete Flat Roof P. 5 -56 ▪ ♦ 5.9 - WINDOW & DOOR DETAILS • ` 5.9.1 - Door Jamb, Head & Sill P. 5 -57 5.9.2 - Window Buck Details P. 5 -58 ` 5.9.3 - Sloped Concrete Sill P. 5 -60 ▪ • L " ✓ , L . ✓ , www.logixicf.com Good. Solid. Logix. 5 - 3 INSULATED CONCRET FORMS Rev. Dec 01/05 r PRODUCT MANUAL 5.0 - CAD DRAWINGS ` ' ✓ t 1 / r h. • 5.10 - SPECIAL DETAILS 5.10.1 / 5.10.2 - Attaching To Existing Concrete Wall / Attaching To r • Existing Concrete Wall P. 5 -61 ` 5.10.3 - Grab Bar Support P. 5 -62 r 5.10.4 - Deck Attachment P. 5 -62 5.10.5 / 5.10.6 - Brick Ledge Standard r Reinforcement / Brick Ledge ▪ • Heavy Reinforcement P. 5 -63 r 5.10.7 - Brick Ledge Stirrup Detail P. 5 -64 ` J 5.10.8 - Slab On Grade With r • • Brick Ledge & Modified Taper Top P. 5 -65 5.10.9 - Transition From z r Taper Top To Brick Ledge P. 5 -66 5.10.10 - Pile Supported Grade Beams P. 5 -67 Q r 6. 5.10.11 - Corbel Supporting Timber Post P. 5 -68 5.10.12 - Attaching To Stud Framed Walls P. 5 -69 r A 5.10.13 - Reinforcing - Concrete Pilaster P. 5 -70 0 1.. 5.10.14 - Reinforcing - Corner Wall P. 5 -71 Q r 5.10.15 - Reinforcing - Corner With Brick Ledge Forms P. 5 -72 r 5.10.16 - Reinforcing - Corner With 6.25" Transition Forms P. 5 -73 r • • 5.10.17 - Reinforcing - Tee -wall P. 5 -74 IL 5.10.18 - 12" Wall Jogs P. 5 -75 r 5.10.19 - 4" Logix Wall Layout For Sound Transmission Classification (Stc) 50 R. 5 -76 • 5.10.20 - 6.25" Logix Wall Layout For Sound • J Transmission Classification (Stc) 56 P. 5 -77 r 1 5.10.21 - Termite Strip P. 5 -78 r l I www.logixicf.com • r Good. Solid. Logix. 5-4 L OG IX . NSULATED CONCRETE FORMS r Rev. Dec 01/05 ` • r L - PRODUCT MANUAL 5.0 - LOGIX ICF FORMS ✓ 1 5.0.1 - STANDARD FORM . . All drawings are downloadable at www.logixicf.com ✓ ■ • . 48" r • le [1219mm] 1/ ✓ 1 t. J / _- 1 , i *i' t 1 0nl , i 0 1ii.1/4F4%.• • 4 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 11- 0- 0- 0- 0- 0- 0- 0 0 0 0- 0 0- 0-0-0-0 - -0 1004 _ 0 00 111-111-111-0-0-0. ~0 0 -111-115-0-1111-111-11. 0 .0 = 0�0 r E 1 4., / /[102mm] / A [203mm] (typ.) \- 2 3/4" (70mm) EPS (tYP) panels • ' PLAN VIEW ✓ 7 N L I v ✓ 1 Z / . 1 — r A \ S ym cC f 0 ii r 1 . 1 I; 1? 1 11 U r_ V ll . 1 I \ 4" [13mm] embedment of furring strips ✓ 1 SIDE ELEVATION END VIEW . 1 FORM SIZES 4" 6.25" 8" 10" • 1 (102mm) (159mm) (203mm) (254mm) ✓ 1 4" 6.25" 8" 10" . A . (102mm) (159mm) (203mm) (254mm) 9.5" 11.75" 13.5" 15.5" B (241 mm) (298mm) (343mm) (394mm) L . . r . IN L. Good. Solid. Logix. NSULRTEO CONCRETE FORMS ✓ 1 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 5.0.2 - BRICK LEDGE FORM ` . All drawings are downloadable at www.logixicf.com / 48" ' [1219mmf . .4 4" 8 " 72 3/4" (70mm) EPS panels r 1 [102mm] 203mm �� 4 • �������� 49149:90490.49 �4� •4� ��� ��������� � 49 9490 9 049 9Ai. o I i i i >1! i �f \ r • i 1 i i i I I I I I I y1 o •. r ■ a El ni me ° I u'� .I rum r sm�. ....A....A�r..�....i�....A� , . f. i ✓ 1 PLAN VIEW 1. 1 r 1 [19mm 149mmt / l7 ._._._._._ ._._._._._._._._._._._._.a_._.. ._. ._. r--1 Z r \ Vrtgrigill 1,i Ili „,E a. i � !Illi E Coco N � _ CC - ° .- _-_ .... -.- _ _ _ _ .. - . ii � . _ . 1 Q r ■ " [13mm] embedment U . i of furring strips a ✓ 1 SIDE ELEVATION END VIEW FORM SIZES r l I 4" 6.25" 8" 10" (102mm) (159mm) (203mm) (254mm) r 1 A 6.25" 8" 10" ' (159mm) (203mm) (254mm) r B 15.625" 17.375" 19.375" (397mm) (441mm) (492mm) J 12.125" 13.875" 15.875" r C (308mm) (352mm) (403mm) . ,r D 11.75" 13.5" 15.5" (298mm) (343mm) (394mm) r • www.logixicf.com r • Good. Solid. Logix. 5 -6 NS D GR ! \ CONCRETE , Rev. Dec 01/05 t. ✓ 1 PRODUCT MANUAL 5.0.3 - 6.25" TRANSITION FORM L 4 All drawings are downloadable at www.logixicf.com Pr 7 L. 4 48" [1219mm] ✓ 1 4" 8" h J [102mm 203mm 2 3/4" (70mm) EPS panels (TYP•) (TYP•) ▪ J 1 1 I ~ I I Mr I --, 2 i " 5 ig" i 1 ■ E E [ ] 78mm X 14[145mmIr 1 Er E (TYP•) i (T I i 1 i i En rn I ,�' �` `a VB `tea F+ -- -- Fi - -- II I TIT OW . J N MOMMM ∎ MrMM =OEM MEIMM /0� .1� ` • , PLAN VIEW 3 i " [95mm] • , / / V1 . J i" 0 [19mmf ' , Z 2 - E of so •• E won r 11 11 11 E 11 11 11 °° "� a • A 11 11 H. ° ill i1 11 01 E I � i- 1 . 11 01 = E in r 10 ii ii O � P1 !1 to —° I i:M si/ I. 11 e 00 J 0 t1 11 11 —' 14.. ;�i E 11 11 !1 / I Q SI SI 00 [44mm �y r E uNco II H H II 6 4 U - - -•_ _•_ - .._ _ ..._ _._ .. .... \ . ■\ ] _ i" [13mm] embedment of furring strips • J SIDE ELEVATION END VIEW . J • ■ . J I 1 L 4 F. P. , L J ✓ 1 • Good. Solid. Logix. INSULATED CONCRETE FORMS • 1 . 4 Rev. Dec 01/05 ✓ , PRODUCT MANUAL 5.0.4 - TAPER TOP FORM 6. A ✓ , l J All drawings are downloadable at www.logixicf.com ✓ , / 48" [1219mm] l 4" 8 .. r / /[102mm] /—[203mm] --,,, (TYP•) (TYP•) ... 4F04 •.0 ! 4� 1��.�X 4 4.6 *•∎•• •��� •• •∎� •• ■• •∎0 ��� 0 .. 0 *.O • L VY_MN.... - _Y_*!/S4 W_ _II!!!11F14.V`_r_M_N ■ 1�-!!�!!MrW_ _i \ ■ J 1 2 [73mmJ' 1 / [145mmr ' ' ' ' a .. r , l [44mm] ` . -.-�� _ 10- 0_�_�_.� .. e i- •- •-•- •- ∎1,�.._0- 0_0 -� -.� � ∎ � � • 1" [25mm]- ■ l PLAN VIEW 2 3/4" (70mm) panels r • I., r / ^ I r , l. r/ '^ L J v A / Z r , 1 _c o 1 141 E 1 . III ilk Mill if r , ce I yi E o - - - - - AU Q r i" [13mm] embedment V of furring strips SIDE ELEVATION END VIEW l J ✓ i FORM SIZES r ` 4" 6.25" 8" 10" • ' (102mm) (159mm) (203mm) (254mm) ✓ 1 6.25 8" 10" A . 4 (159mm) (203mm) (254mm) B 11.75" 13.5" 15.5" r (298mm) (343mm) (394mm) l , 8" 9.75" 11.75" C (203mm) (248mm) (298mm) r 1 • r Good. Solid. Logix. � OG7 � .. / NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 l ✓ 1 PRODUCT MANUAL 5.0.5 - DOUBLE TAPER TOP FORM ✓ , • J All drawings are downloadable at www.logixicf.com ✓ 1 ■ J 48" [1219mm] ✓ , 4 " 8 " 1. J [102mm 203mm (TYP•) (TYP•) _ _ _ • \ _ -•-.• .. •0-0- •- •-0 -0• - •..e.•- 0 -• -•• .. x•0.6•• -• -• •- - - -� -11 - 6- 0 -� -� � .. - 1-� -� l I Imo\ L\ L\ /�\ I \ I \ 1 1 1 1 I Z8 ' ' �1ll ✓ 1 [73m � [ 145mm ' f i ' ' ; C 0 • J IMF 1 11■ 1 II./ 4111■0 [44mm] J r . PLAN VIEW L .4 / ✓ , vi I A I , z L J ._._._._._. _._._._._._._._._._._._._._._.. \ ;_. Sy M E • J cc , , D �E CO N I . J o � ,, Iiii . J .. _ . _ .. lei 111 " [13mm] embedment I 1 of furring strips L J SIDE ELEVATION END VIEW I , L .1 FORM SIZES 4" 6.25" 8" 10" (102mm) (159mm) (203mm) (254mm) r . J A 4" 6.25" L. (102mm) (159mm) • . 9.5" 11.75" L. J B (241 mm) (298mm) 7.5" 9.75" ✓ , C (191mm) (248mm) / I 1 www.logixicf.com • ` J Good. Solid. Logix. 5 -9 1 OGIX NSULATEO CONCRETE FORMS ▪ , L. J Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 5.0.6 - LEFT HAND CORNER FORM • J r All drawings are downloadable at www.logixicf.com \ J N ✓ , 4" [102mm \ J (TYP•) / 2 03mm 11 r 1 MP.) L. x•1.0 ••1• :•r• 0•0•0 0 :41 :0040 Q•CONOWN .. Q 1 X r ho / 1 : 0 L_ � r ter I . 1 1 r 1 Foam thickness = 2.75" [70mm (TYP.) / 1 t A ■ . D / / , tri PLAN VIEW \ z , \ J 11 1 1 1PPI I I ' rE Q r 1 CC � � � 1- J fi ii ilk E li 4. F p 0 11 I r 1 ` c 0 11 ii g` 1� 0 ii p 0 E Q i) II 1� r , 1 , 3" [13mm] embedment of furring strips r 1 SIDE ELEVATION \ • FORM SIZES r 1 6.25" L J 4" (102mm) (159mm) 8" (203mm) 10" (254mm) A 4" (102mm) 6 4" (159mm) 8" (203mm) 10" (254mm) r \ J B 9g "(241mm) 114," 13g" 15 g" (298mm) (343mm) (394mm) ✓ 1 C 4" (102mm) 4" (102mm) 2,2" (58mm) 2 r g" (67mm) L. I D 8" (203mm) 8" (203mm) 6 a' (159mm) 6 8" (168mm) ✓ 1 E 32 g' 32 g" 32 g" 34 4" (816mm) (816mm) (816mm) (876mm) L F 16 g" 168" 168" 18g' (410mm) (410mm) (410mm) (470mm) r 1 \ I www.logixicf.com • r 1 Good. Solid. Logix. 5 -1 0 L O G IX OA ` - INSULATED CONCRETE FORMS Rev. Dec 01/05 \ 4 ✓ -■ PRODUCT MANUAL 5.0.7 - RIGHT HAND CORNER FORM All drawings are downloadable at www.logixicf.com ✓ ♦ 4' . 4 102mm] / E (TYP.) ✓ 1 8 .. , 1 203mm I . \ l 41 L_ fil ' ' •∎•��∎•∎•∎•0� 0.1041.0.0.0.0 IPSO ✓ 1 IR 1 1 i IL 4 \ ❖' 1 ❖ \ oam thickness = 2.75" [70mm] ✓ " (TYPO • i A i i ✓ , N 0 0 ✓ \ - PLAN VIEW . J r , Q E . • CC "°' Iii � N� ► I i i JI 1S • I1 ii o ° Co a� ..:, �' �� 11 1 II ✓ , Q E �y� /I' I ii \ ✓ 1 4" [13mm] embedment L. of furring strips SIDE ELEVATION ✓ FORM SIZES L i 4" (102mm) 6.25 8" (203mm) 10" (254mm) (159mm) I A 4" (102mm) 6 '" (159mm) 8" (203mm) 10" (254mm) ■ i _ B 92 "(241mm) 11i" 13 g' 15 " I ■ (298mm) (343mm) — (394mm) L. .1 C 4" (102mm) 4" (102mm) 2 i" (58mm) 2 8" (67mm) D 8" (203mm) 8" (203mm) 6 }" (159mm) 6 ']" (168mm) r • L.. , E 32 4" 32 g" 32'" 34 a" (816mm) (816mm) (816mm) (876mm) ✓ , F 16 ']" 164" 16 g' 18 ']" (410mm) (410mm) (410mm) (470mm) I. i ✓ 1 www.logixicf.com • ` ' Good. Solid. Logix. 5 —1 1 LOG IX 1 11NSULATEO CONCRETE FOR MS l . Rev. Dec 01/05 ✓ ' PRODUCT MANUAL 5.0.8 - LEFT HAND 45 FORM . ' ✓ , , / All drawings are downloadable at www.logixicf.com r 'a I ■ L . .. I . Q At � , • i I I kl < 1 1 401C ,t 41 ,...... ._._..._._....._.._............„......_. .. '2)' r 8 4" 203mm 102mm] ` A ( ( Cil r 1 k..9 L • PLAN VIEW Z r 25 Q r • f [ 171mm . ] 1 [648mmJ / " [13mm] embedment of furring strips I' 1 E Ei� E h It ►� j j Q r � \ E � I ch ii r • CI L / ELEVATION A -A ELEVATION B -B For clarity knobs partially removed in evelvation views. r FORM SIZES 4 4" (102mm) 6'25 8" (203mm) 10" (254mm) (159mm) ✓ , A 4" (102mm) 6.25" 8" (203mm) . (159mm) I.. A B 9.5" (241mm) 11.75" 13.5" (298mm) (343mm) r ■ C 22 m" 21.75" 21" (533mm) - L. i (576mm) (552mm) 0 54 "(140mm) (1 sm 3 " (98mm) - r / www.logixicf.com • r ' Good. Solid. Logix. 5 -1 2 b OG IX • ' NSOEATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 . At ✓ 1 PRODUCT MANUAL 5.0.9 - RIGHT HAND 45 FORM ✓ ■ . J All drawings are downloadable at www.logixicf.com ✓ 1 L J 0 ✓ 1 L J 4. r • 9 i l l- l -1 -1 -! - ; ll I r 1 I i \ ity • I LL ,: l • , � %• • h ��� • 1 4" $.. • .1 [102mm 203mm r • 0 (TYP•) (TYP•) r 1 0 sn LO • 1 z PLAN VIEW • A — ✓ 1 Q 25,1" 6 [13mm] embedment [648mm] / [171mmf • CC of furring strips ✓ 1 d A E \ CI 1 E 0iL `• 1 4t ;1 ! � ,, , � `°� PM'- o . J :! 1111 ,� hI 6 Ill r 1 . In. ...... ._._ ■.6 .- ._... . . . . ......c._..■_. _.... \ ELEVATION B -B ELEVATION A -A r • For clarity knobs partially removed in evelvation views. . A FORM SIZES 4" (102mm) 6.25 8" (203mm) 10" (254mm) ✓ 1 (159mm) I. J A 4" (102mm) 6'25" 8" (203mm) (159mm) ✓ ■ B 9.5" (241mm) 11.75" 13.5" (298mm) (343mm) L. A 22," 21.75" (576mm) (552mm) 21' (533mm) ✓ 1 D 5i" (14Umm) 4 e 3i (98mm) - (116mm) • 1 A Tm Good. Solid. Logix. INSULATED I CONCRETE FORMS ✓ 1 L. 4 Rev. Dec 01/05 r PRODUCT MANUAL 5.0.10 - PILASTER FORM • .4 r • J All drawings are downloadable at www.logixicf.com r [546 m] / \ J " ei.i r ' - L 172mm 171 mm • • fe t fiee-t-t-t-t-t- - ir't't-t-t•t :- t- t- t•11- t- t- t- t- t- t- 1 ►- t- t -t -t -t t-t All E 1. J i ii 8 iite E ° A 203mm t� ' 0-0 -6 I t -t X 16 "I" 11 r 1 [406mmJ 2 3/4" (70mm) EPS thick panels . TOP VIEW r • • 1 r� • • V E Z r • _co • J 0 — Q r , r \ rh-d I I 16" L406mmJ � ° r , 265mmJ • • 214 ° [546mm] / RIGHT Q • , FRONT ELEVATION (LEFT SIDE SIMILAR) v • • l • I 172mmj [203mmj {17 r ■ l • • J • \ • I r • W W h h l l A REAR ELEVATION r . . / www.logixicf.com , • Good. Solid. Logix. 5 —14 & OG IX N l • NSULATED CONCRETE FORMS Rev. Dec 01/05 " 4 r PRODUCT MANUAL 5.0.11 - HALF HEIGHT STANDARD FORM r . All drawings are downloadable at www.logixicf.com r . L. A / [ 1219mmJ r h. A lel " . . . . . .. . . . . . . % x.04.0.10.0.0 000. 01 - � - . ^ 1 -�- 1 - H -�--- 1 -�- 1$ - 417 . J I I. 1 1 1 W 1 1 1 1 1 0 1 1 1 1 1 1 H 1 1 1 1 1 1 0 1 1 1 1 1 1 - H1 - 1 - 1 - 1 - H - 1 - 1 1- 1- i- ' ^1 1 1 1 - 1 - 1 - - 1- 1- 1- 1 -1 -VP 1- 1-1- 1- 1- 1- U 1- 1- M1- 1- - 1- 1- 1- 1- 1- 1- Lt - 1 - 1 r • A 4 8" 2 3/4" (70mm) EPS / /[102mm] / / [203mm] (typ.) panels ✓ 1 (tYP ) . . I • Ln PLAN VIEW .. / r . Z L • — FA / • Q ` • • L III � �I , P el- � E [70mm] li . IU I 011 I llr o rff Ii 1 1 1_I 4" [13mm] embedment ✓ 1 of furring strips L • SIDE ELEVATION END VIEW r • . • r . A FORM SIZES r . 4" 6.25" 8" 10" ` (102mm) (159mm) (203mm) (254mm) r 4" 6.25' 8" ' (102mm) (159mm) (203mm) n/a L • 9.5" 11.75" 13.5" B (241 mm) (298mm) (343mm) n/a I. A r . • Good. Solid. Logix. � �C7 � X NSULATED CONCRETE FORMS ✓ ■ L A Rev. Dec 01/05 PRODUCT MANUAL 1. 5.0.12 -HALF HEIGHT LEFT HAND CORNER FORM r , All drawings are downloadable at www.logixicf.com . 1 4" • • [102mm 34 (TYP) 816mm] / r , Ilk 8,. 203mm p ( r • \ \ • • T I I I • ' 1 1 ■ 1 ' ill 1 1 I o - -� - -ii -e-o , iii st I fe Foam thickness — 2.75" [70mm • -• , •ii \ . , (Typ.) ., r , A l7 ` ' Z r , D / — PLAN VIEW a • 1 cc . . 0 ✓ , 0 l \ _____ PA : \ a r 1 111M1111 Li k A ., ON) „ o .. .. II t _ 2 3 „ r 7 F - II _ .. II II .; imp! C [7omm] L. „ 1, 4" [13mm] embedment r 1 of furring strips . ■ SIDE ELEVATION / • FORM SIZES 4" (102mm) 6'25 8" (203mm) 10" (254mm) (159mm) ■ 6.25" / A 4" (102mm) (159mm) 8" (203mm) - , : B 9.5 "(241mm) 11.75" 13.5" (298mm) (343mm) ✓ 1 c 4" (102mm) 4" (102mm) 2 A" (58mm) L . D 8" (203mm) 8" (203mm) 6 a" (159mm) r 1 1. . www.logixicf.com • , , Good. Solid. Logix. 5 —1 6 J OG IX ' ' NSULATED CONCRETE FORMS / 1 Rev. Dec 01/05 .4 ✓ 1 L • PRODUCT MANUAL 5.0.13 - HALF HEIGHT RIGHT HAND ✓ 1 CORNER FORM L • All drawings are downloadable at www.logixicf.com ✓ 1 L . 4" 32 102mm] ✓ 1 1 8 \TYP•) " Al / I 203mm (TYP•) ✓ 1 L • \ \ F■•■• -.- --, -0 0:1__-- .- l— —1 �o E re. •. \ \ oem thickness = 2.75" [70mm] ✓ N L A �TYP•) J V r . Z L / r 1 Q PLAN VIEW L. 1 CC ✓ 1 0 k ill I 3 11 /1 r -.1 < 00., 1 1 10 It 1� OR ao r L / V 24" — 111)4411migial It CO OA o 70mm] IMMO L II II II ✓ 1 L / i" [13mm] embedment of furring strips ✓ 1 SIDE ELEVATION L. ✓ 1 h. / FORM SIZES 4" (102mm) 6.25 8" (203mm) 10" (254mm) (159mm) ✓ 1 A 4" (102mm) 6.25 (159mm) ■ / 8" (203mm) B 9.5" (241mm) 11.75" 13.5" ✓ 1 (298mm) (343mm) L • c 4" (102mm) 4" (102mm) 2 6" (58mm) ✓ 1 D 8" (203mm) 8" (203mm) 64 (159mm) L I 1 www.logixicf.com • L A Good. Solid. Logix. 5-17 oG I NSULATED CONCRETE FORMS I 1 L • Rev. Dec 01/05 . 1 PRODUCT MANUAL 5.0.14 - HALF HEIGHT LEFT HAND 45 FORM , , 1 J All drawings are downloadable at www.logixicf.com I- • 0 L .4 2i 70mm] o. . i P •I1 r 1 •.10 J ' 1. a OW 1 irip,p . �M/Yg.. i W. . .14k i !��! -! ! l �� l l -1 lli -1 -1 ! N 8 " 4 ., r 1 203mm 102mm] . , ( M 0 r 1 P1 A A 0 . PLAN VIEW z r 1 — L J Q r 1 '[171mmJ" [64� m] / " [13mm] embedment 6. ' CC 2 i" of furring strips 0 [70mm] I-1 oi 11 OS IP It I r N r M1�!I� II u OS ill II 11 I oar 11 �� 61 It o u H 61 h ; l I � I , U \ A .r CN .. . ... .. . .._._.- I ' a �■ ■_ ■. ✓ 1 ELEVATION A -A ELEVATION B -B L J For clarity knobs partially removed in evelvation views. ✓ 1 . J ✓ 1 FORM SIZES • 4 4" (102mm) 6'25 8" (203mm) 10" (254mm) (159mm) r • A 4" (102mm) 6 25 8" (203mm) (159mm) J B 9.5" (241mm) 11.75" 13.5" (298mm) (343mm) r 1 C 22 21.75" 21" (533mm) - L. (576mm) (552mm) D 5" (140mm) 4 3 B" (98mm) - r • (116mm) . • • r • Good. Solid. Logix. IL QC7 I ` ' NSU LATEO CONCRETE FORMS / 1 Rev. Dec 01/05 . I 1 L. - PRODUCT MANUAL 5.0.15 - HALF HEIGHT RIGHT HAND 45 , , FORM L .4 All drawings are downloadable at www.logixicf.com / I' ♦ 0 ✓ ♦ 2i" [70mm , J O „ -, 4 4 % ✓ 1 T a J Q 1 i � ���• ``oo 1 1M1141-0-111-0-0-0-0-11-0.0.040.. I' ♦ \ ./ � 4" 8" KKK . J [102mm 203mm 0 ( (Typ•) 11 r C/1 • J W A A I ♦ Z PLAN VIEW ✓ , Q • J CC 254- 61.1„ i" [13mm] embedment / [648mm] "[171mmJ" r , CI of furring strips 2 i" L J [70mm] T en •1 1 I I� ' IP I! IR N SO II ✓ -1 Q 1j F I�� �� i� �� 11 E 1 IP �� /1 L J V �1 0 SS SS 11 - CO F SO II II H II CV r 1 ■ _ 4- - - 1 1! - -- •• - - - -- - .. - - - .. - -- - E.. -- - - -. , C ELEVATION B -B ELEVATION A -A For clarity knobs partially removed in evelvation views. ✓ 1 • • ✓ ■ FORM SIZES • J 4" (102mm) 6.25" 8" (203mm) 10" (254mm) (159mm) ✓ ■ A 4" (102mm) 6.25" 8" (203mm) - • J (159mm) B 9.5 "(241mm) 11.75" 13.5" (298mm) (343mm) ✓ ♦ 4.. ..1 C 22 1 6^ 21.75" 21" (533mm) - (576mm) (552mm) r 1 D 5i" (140mm) (1 6m m) 38" (98mm) L A r • www.logixicf Good. Solid. Logix. 5 —1 9 OG iX NSUTATED CONCRETE FORMS ✓ 1 • • Rev. Dec 01/05 r PRODUCT MANUAL 5.0.16 - END CAP & 4" HEIGHT ADJUSTER r All drawings are downloadable at www.logixicf.com r A r gictrol PLAN VIEW ' a r T . END CAP SIZES 4" 6.25" 8" 10" l7 4" _ (102mm) (159mm) (203mm) (254mm) z [13mm] 4" 6.25" 8" 10" — SIDE ELEVATION END VIEW A (102mm) (159mm) (203mm) (254mm) r ■ y 24" I 1610mm r E i 0 i 0 i • i • i • i • i • i • i • i ••• i ••• i 0041 i 00 i ° Q r U a , PLAN VIEW r a .4 a r a -- �����-- �_�_�_�_�_�_�_�_�_f_�_�_�_�_� E 1-"l r E �t o a • • • ' SIDE ELEVATION END VIEW . • www.logixicf.com r • Good. Solid. Logix. 5 - 2 0 , OG7 IX M II. ' NSULATED CONCRETE FORMS Rev. Dec 01/05 • 1 • J PRODUCT MANUAL 5.1 - FROST WALLS (CRAWL SPACES) r • 5.1.1 - 4' FROST WALL (CRAWL SPACE) . A All drawings are downloadable at www.logixicf.com ✓ 1 NOTES: See Section 6 — Engineering in the LOGIX ✓ 1 Product Manual for reinforcement details. 1 r • Siding 1. ..1 as per specs __ • 1 L ✓ I L. J 2 x 8" plate c/w • & anchor bolt, os per sill specs gasket A i ' ' [ •, .. • . Acrylic parging, ► I \ r • . In as per specs • lr1 _ • r • Z Waterproofing �i? M I I 0116 � Horizontal Notes reinforcement • ' + + + + + ® ® i LOGIX forms + + + + + + + + + + + + + + + + + + + � Verti reinforcement A 6. Al cc \ / \� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �� (see Notes) E � � + + + + + + + + + + �_ E + + + + + + + + + + f 1/2" (13mm) sheetrock o N • /\ + + + + + + + + + + + + + + + + + + + + � � fasten to webs in r , Q + + + + + + + + + + � biri li© - + + + + + + + ++ A N OD • . V + + + + + + + + � d' 4. Backfill + + + + + + + + + + + + + + + + + i ✓ E U) (freedraining) + + + + + + + + rpro , + + + + + + + + % 'a ° • + + + + + + + o ✓ 1 + + + + + + + , �,� + + + + + + + m 4" (102mm) conc. slab • 4 + + + + + + + x vapor barrier underneath Filter fabric + + + + + + + 1 i 10,4 o (optional) + + + + + + a � • +++++ .g.00 ° o0 a . 3/4" (19mm) + o • o • o ° • o o �� I • 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 r • crushed stone o0000000• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 over pipe o400•O: ° 0000000000 0 0 0 0 0 0 0 • 0 0_0 0 • • 4" (102mm) • °c . a a d 0 . o . . ✓ 1 perforated d f' i v� v i t' or'0 Compacted soil drain tile � \�\��� \ �/ \\ j \ \/\ Undisturbed soil or bedrock L. . • 1 www.logixicf.com • Good. Solid. Logix. 5-21 J 0G IX NSULATEO CONCRETE FORMS ✓ 1 . . Rev. Dec 01/05 r • PRODUCT MANUAL 5.1.2 - 4' -8" FROST WALL (CRAWL SPACE) , r • L All drawings are downloadable at www.logixicf.com . A NOTES: r ` L I Siding or other exterior finish, See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. as per specs. r 1. .4 r • >< l • 2" x 8" plate c/w sill gasket r ` & anchor bolt, as per specs . . Acrylic purging, N. r • as per specs . • !� I ro Horizontal reinforcement N r 1 + + �� (see Notes) + + + � ++ ++ +err, + + + + + + + + 01" 0 LOGIX forms z r 1 +Wetterp omfing + + + + + + + + + + + + - L • K + + + + + + + + + + \ + + + + + + + + + + + /® \"\ + + + + + + + + + + + + ip Vertical reinforcement Q r + L�� ill+ I + i F,"t +fp�'rr + + + + + + + + + + + + d s (see Notes) cc . + + + + + + + + + + + , r 1/2" (13mm) sheetrock r + + + + + + + + + + + + + + + + + + + + + + fasten to webs . + + + + + + + + + + S F� U1�. p • ▪ + + + + + + + + + + I + + + + + + + + + + 01 � ii A d Q r • + + + + + + + + + + + + 0 + + + + + + I 4 + + + + + + + + y 3 Backfill + + + + + + + + + iv o r (freedraining + + ++ + + + + + + + + + + ++ In . J + + + + + + + + I , :6 M 0 + + + + + + + + + +++ t+ + t r 1 + + + + + + + � M. II 610 _a + + + + + + + + 4" (102mm) conc. slab L +++++ + + + + + + ++ � � 114 x vapor barrier underneath Filter fabric + (optional) + + + + + + + + + + ++ � �111® ° r , • 0 0 0 3/4" (19mm) + , 000000° °. crushed stone . 0 0 0 o n . 0 0 0 • 0 • 0 • 0 ° 0 ° 0 ° 0 ' o o o r O o O C 4 0 0 0 0 0 0 0 0 0 0 0 0 over pipe ^ °oo ° . % c q ° •0000�00000 ° o ° o ° o ° o ° o ° o ° o L .4 c q. o °o °o ° " 4" (102mm) • ' c ° . °o°o=�" perforated i c v v v ` A c) Compacted soil drain tile A \\i\� A / \�/\ A , Undisturbed soil or bedrock ✓ 1 • A www.logixicf.com • • , Solid. x B OG IX�N L Good. SOIId• LOC�IX• NSULATED CONCRETE FOR MS r Rev. Dec 01/05 . ✓ ■ PRODUCT MANUAL 5.1.3 - 6' FROST WALL (CRAWL SPACE) r • 4 All drawings are downloadable at www.logixicf.com r NOTES: See Section 6 – Engineering in the LOGIX ✓ 1 Siding or other exterior finishes, Product Manual fo reinforcemen details. as per specs • ■. 1 I s J 2" x 8" plate c/w sill gasket • & anchor bolt, as per specs ✓ � " . .4 • I 1 Horizontal reinforcement 1 1.. A L (see Notes) VTR P114 ✓ - LOGIX forms N 0 Acrylic par / pe6 ✓ 1 Z as per specs _� LOGIX Half Hei ht form L i — + + + + r i r ` + + + + + 6. f + + + + + + + + + + + + + + + + 9 Vertical reinforcement CC + + + + ++ + fat+ + � + + tf + + n + + + + + + + + ++ + + + + (see Notes) E I 0 + + co \j + + + + t + + + + + + + � !r ` , \+ + t + + + + + + t + + t + + + + + + + + + + + + + + + + + + + + + ‚ 4 . r 1/2" (13mm) sheetrock + + + + + + + + + + + • V + + + + + + + + + + + fasten to webs + + + + + + + + + + r + + + + + + + + + + L + + + + + + + + + + + + + + + + + + A + + + + + + + + + + + + + + y r 1 Backfill + + + + + + + + • 4I (freedraining ++ ++ + + + ++ +++ ++ + E + + + + + + + + + + + + + + � j 6401 a 4" (102mm) conc. slab + + + + + + + vapor barrier underneath + + + + + + + + % �II 0 ` x Filter fabric + + + + + + + ✓ (optional) + + + + + + + + + + + + 01110 o Mil 3/4" (19mm) + 0 0 0 0 00° - ' 4. 0 00 0 0 0 0 0 0 0 0 0 crushed stone . 0 0 0 0 0 ° °o. n a 4 0 ° ° ° ° ° ° ° ° ° over pipe • o d . ° 0 0 0 0 0 0 0 0 0 0 . • o '° � d . ° 0 0 0 0 0 0 0 • 4" (102mm) • ' o J; a 0000:0 .. perforated f' y i i i . t'i fl Compacted soil ✓ drain tile \ " \ \�\ \/\ A „ \ \ soil or bedrock 4 , ✓ 1 • Good. Solid. Logix. B OG IX NSULATED CONCRETE FORMS ✓ . 4 Rev. Dec 01/05 PRODUCT MANUAL 5.2 - FOUNDATION WALLS I. J 5.2.1 - 8' FOUNDATION r • . 4 All drawings are downloadable at www.logixicf.com . . .= NOTES: a. i =- See Section 6 - Engineering in the LOGIX Product Manual for reinforcement details. _- r • r . . J II 2" x 8" plate c/w ' &anchor bolt, as per sill gasket specs r, . I Specs Pl 1I as per specs O r • 4 ■ 1 r 0, � yt Horizontal reinforcement r . � � � � (see Note Vi . • lr z r. re 9 Ili.. �� c:( r Acrylic parging, PI I 1 m as per specs �� ir LOGIX forms E N m E CI 1 r-- as r 1 Waterproofing + + + + + � �" I1 l • + +++++++++ + ++++++ ® o Q Y \ ++++++++++++++++++++++ + to + n t" Vertical reinforcement V ` ■ \ + + + + + + + + + + + + + + + + + + + + + + + + r m, (see Notes) + + + + + + + + + + + + 0 + + + + + + + + + + + -� r + + + + + + + + + + + � 1/2" (13mm) sheetrock + + + + + + + + + + + • • + + + + + + + + + + + �. fasten to webs + + + + + + + + + + + + + + + + + + ++ + 0 1 611 + ®MI A r + + + + + + + + + + + .s + + + + + + + + + i + + I.. J Backfill + + + + + + + + I; (freedraining + + + + + + + + + + + + + + + + +� � ' o r • + + + + + + + + + + + + + + + +� -o . J + + + + + + + ® �1~ n ° + + + + + + + + N W 2 4" (102 c onc. slab + + + + + + + O x /vap ba underneath r Filter fabric (optional) + +++++ + + + + + + + / + + + i + i o , J + + + o.o o' '� 3/4" (19mm) + + • ° 00000 ° -° F crushed stone P P . o 0 0 ° o ° o ° o ° . d ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o _ 0 0 0 0 0 0 0 0 0 0 0 0 over i e ° a d O o O O 0 0 0 o L J V O O O O `0�O ' O OpOOO " O O o 4" (102mm) ,�.��/ ° °o °o perforated f j i � j ii / /V \ Compacted soil r drain tile ����P,... A A A A ;` soil or bedrock . J www.logixicf.com • r 1 Good. Solid. Logix. 5-2 4 LOGIX L J 1 NSUTATED CONCRETE FORMS . 1 Rev. Dec 01/05 ✓ 1 • • PRODUCT MANUAL 5.2.2 - 8' -4" FOUNDATION • 1 1. / All drawings are downloadable at www.logixicf.com ✓ 1 / p NOTES: L = - See Section 6 — Engineering in the LOGIX ■ Product Manual for reinforcement details. ✓ 1 — ✓ 1 I. A II 2" x 8" plate c/w sill gasket & anchor bolt, as per specs r r • 1 01 r 1 Siding or other exterior finish, � ;� as per specs 0 • J ir • A LOGIX Heiht Adjuster (between 5th & 6th row) ✓ 1 . . • 1 iliM Horizontal reinforcement r z MI ,� (see Notes) E L 5D I • Q Ir 1 v Acrylic parging, � ��� Oa Q as per specs � if, LOGIX forms E 7 ii oa ti f4 . N ° J • / Q Waterproofing + + + + + P + + + + + L r 1 Q + + + + } + + + �� �� S + + + + + + + + + + L /.,+++++++++++++++++++++- ., + + + + + + + + + + + + V 1 Vertical reinforcement co + ++ + + + ++ + + ++ + + + + + + + + + + + + (see Notes) 2 I • / \ / + + + + + + + + + + + + + + + + + + + + + + + + co + + + + + + + + + + + + + + + + + + + + + L .4 1/2" (13mm) sheetrock + + + + + + + + + + + 0 r fasten to webs + + + + + + + + + + + + + + + + + + + + + 1 1. A + + + + + + + + + B r + + + + + + + + + + + + • + + + + + + �." ti I • Backfill + + + + + + + + + 94 / 4 N (freedraining +++++ + + + + + 'S! o L • + + + + + +� , 'v + + + + + + + + + + + + + + + � 1.4t t d a I • + + + + + + + +O�1 E 4" (102mm) conc. slab + + + + + + + x vapor barrier underneath Filter fabric + + + + + + + (optional) + + + + + ~� ° + + . d . r • 3/4" (19mm) ,+ 00000 0 ' � 0 0 0 0 0 0 0 0 0 0 0 0 crushed stone 0 0 0 0 0 0 o a o 0 0 0 0 0 0 pipe 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 PP _, 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 over '000 • F 000 °000° 0 4" (102mm) . ki oo°o- Compacted soil I • perforated drain le ��� <‘ / `. ‘ ; K \\ <\"■,\ Undisturbed soil or bedrock • 1 • Good. Solid. Logix. L OG I X L NSULATEC CONCRETE FORMS • • A Rev. Dec 01/05 r . PRODUCT MANUAL 5.2.3 - 8' -8" FOUNDATION , J ✓ 1 L • All drawings are downloadable at www.Iogixicf.com ✓ 1 .�` NOTES: •-_ . Al See Section 6 — Engineering in the LOGIX � - Product Manual for reinforcement details. ■∎� I 1 - . J -- ✓ 1 —. 2" x 8" plate c/w sill gasket & L • anchor bolt, as per specs f r reinror • . Siding or other exterior finish, 111 as per specs ON 1 10 r 1 l J ' I I a I 1 LOGIX Half Height ~� plip Horizontal reinforcement 0 putap (see Notes rifror .t Q r 1 /Ili+ E a - cc • J Acrylic parging, D Q as per specs �� LOGIX Standard Forms CO - OD r 1 tO CN II co CI + + + . � k 1 I r r o a + + + + + + + + + + + + + + + + + + I c0 t t t + + + + + + + + - + U \ \ � � +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ ++ + ® ® Vertical reinforcement + + +� (see Note + + + + + + + + + + + + r 1 + + + + + + + + + + 4 el 1 (13mm) sheetrock L • 444+4+4+4 + + + + + + + + + + + fasten to webs + + + + + + + + + + + + + + + + + + + + + �iiIm r ■ + + + + + + + + + + + + + + + + + + + �`Mr l J +++++ + + + + i + +® 1 f7 Backfill ++ + + + + + + + + + + + + + ++ it r ■ (freedraining ++++++++++++++++,020 l E • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +Pil I ge �lul�41 .0 ti 2 4 (102mm) conc. slab r 1 + + + + + + + �� � x / — vapor barrier underneath Filter fabric + + + + + + + + + + + ++ 1 0 L l J (optional) + + + + + � iii r. 4 .:,. : 3/4" (19mm) + 000000° ° r 1 crushed stone ° o ° o ° o ° o° _0 o °o °o °o °o °o °o o o over i pe •O o . ea 0 0 0 p oo0 0 0 0 0 0 0 0 . 4" perforated f jvzj / v v „ji j� "o Compacted soil I 1 drain tile /\ \ A \ /\ � / \ � � / A s , \ Undisturbed soil or bedrock J / www.logixicf.com . r 1 Good. Solid. Logix. 5 — 2 6 1 OG IX ` J NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 6.. J r , . ■ PRODUCT MANUAL 5.2.4 - 9' -4" FOUNDATION ✓ , . J All drawings are downloadable at www.Iogixicf.com r • J =- NOTES: rzi S ee Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. Opp. 1 L 4 ✓ 1 • J i 2" x 8" plate c/w sill gasket I & anchor bolt, os per specs l ✓ ■ ► __ —M . �M� _�, e I P� Siding 1 ` as per specs , E AI r I. J Oaalli y � l b r ■ ∎ 011 , Ad , \ z w orizontal reinforcement �� � ~� (see Notes) .. J r " I r \ 0 5 4. 4 - • J r co N • 1 CI O ILir A O 5 m Acry purging, h. / 0 as per specs �� �� LOGIX Standard Forms 0 ✓ 1 Q Waterproofing + A l e + + + + + + ® • / V + + + + + + + + + + + + + + + AI + + + + + + + + + + +® NV Vertical reinforcement ✓ '1 \/ + + + + + + + + + + + + + + + + + + + + + + + + + � �*PI (see Notes) 1. / \ /� + + + + + + # + + + + + + + + + + + + + + + + + Ao + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .® 1/2" ( 13mm ) sheetrock + + ✓ + + + 4. + + + + + + 4. Ai fasten to webs • . +++ + + + + + + + + + + + + + + + ++ . ,Al + + + + + + + + + ®�j0 i 4 - + + + + + + f ✓ 1 + + + + + + + I. J freed aaninflll + + + + + + .4.+4.4.431 E + + + + + + + + + + + + + + + + ® ® p ✓ \ + + + + + + + + + + + + t s r ~ 0 E 4" (102mm) conc. slob + + + + + + + � . I ' /vapor barrier underneath • J Filter fabric + + + + + + + + + + + + + 0 ✓ 3/4" (lgmm) + ��~ o (optional) + .4 r + +000°0a°0•.a g I + � crushed stone °o °o °o°• a ° o ° o ° o ° 0 0 0 ° o ° o ° o ° o ° o ° o ° o 0 0 0 0 0 0 0 0 0 0 0 0 1. J over pipe ° _oo ° - - - °d 0 ° 0 0 0 0 0 0 0 o °o.o°o° 4" (102mm) "y:[y_ o °�° Compacted soil r 1 perforoted / / /� drain tile �, \���,,,,� \ \ \ „,Undisturbed soil or bedrock . Al • \ www.logixicf.com I. ` Good. Solid. Logix. 5-27 1 O G I X INSULATED CONCRETE FORMS 1 4 Rev. Dec 01/05 r •f PRODUCT MANUAL 5.3 - SLAB CONSTRUCTION l 5.3.1 - 8' SLAB ON GRADE , L J All drawings are downloadable at www.Iogixicf.com ✓ 1 NOTES: '' � See Section 6 – Engineering in the LOGIX Product Manual for reinforcement details. oe Roofing 1 ' I r It ��i L 1 \...,--"!--.° Roof sheathing �� '��� r -I Roof truss 1. a I I r • Rain gutter ' I ' , "el •r i 2 x 8 plate c/w sill gasket y * & anchor bolt, as per specs �� r • Il 1 Siding as per specs w• Horizontal reinforcement l • � P4,� (see Notes) gild r I — p l• f o < r ■ E re L. .I e �" F1 90i LOGIX Standard Forms m M 4 I • csi q o � � Vertical reinforcement � (see Notes) \ ro 1/2• (13mm) sheetrock fasten to webs L. • F E Pour slab Snap lines to inside Olt J Acrylic purging, as per specs I Thickened slab, as per s ecs r \ 06611 1640 a vapor barrier underneath 1 ( Backfill I1 ` • freedraik x Reinforce slab, as per s cs Filter fabric � g r (optional) 4• l .i o aoo' a a .4 a `" o � a p000 3/4° (19mm) \ • 000 p o • 000- - --. o p 0 0 0 0 0 0 crus s �� o 00Opoopo•o° 0 d O 0 \ 4 over pipe ,o •• n 0 0 0 0 0 0 0 0 0. C ompacted soil o �y ° �p�������� , 4 (102mm) ��� \%����� � j� � A isx��� Undisturbed so or b e d roc k perforated r drain tile L 4 www.logixicf.com • r • Good. Solid. Logix. 5 -28 1 OGIX ` • NSULATED CONCRETE FORMS r • Rev. Dec 01/05 l . , . . PRODUCT MANUAL 5.3.2 — 9' -4" SLAB ON GRADE r • I. J All drawings are downloadable at www.Iogixicf.com r NOTES' L _4 See Section 6 – Engineering in the LOGO( Product Manual for reinforcement detoile. I ' I , . Roofing ".......• � of- L .4 i ? -. ' oaf sheathing ,I `–Roof truss > • J %� I A. I ' ✓ \ �" Rain gutter i1 . \ • / 2" o 8 plate c/w sill gasket 011101 & anchor bolt, as per specs I 04164i 4 N ! * f ti s • : L 4041 . % Z r , Z Siding as per specs L. J � ' orizontal reinforcement Rye 1� I g ' � � 1 (see Notes) • Q E ▪ J 0) CC 0 ® Fr.t� � i . F tr N E O Q Orr! LOG I% Standard Forms O $ OI ' rO'C o�" 2 , , Q rye �4 2 �� N. L J U 1 114. 4 P4,001111111 r Vertical reinforcement r • rl" (see Notes) L r 1/2 ( 13mm) sheetrock fasten to webs 1 J �� 1 r Pour slab ✓ , Acrylic purging �' C ss``!` o Snap lines to inside L ■ as per specs � r.. Thickened slab, as per specs 1 611r0 I d vapor barrier underneath Backfill 011% ✓ 1 (freadraining ' : Reinforce slab, as per specs \ J Filter fabric �, ~� a (optional) ° ° `� \ \ ? o0ogq, ° - . aaaOao ' • 3/4 (19mm) \�/, :00o0 00 - - . • oo °oo °o O °o.. c. L. J crus stone r., e - 0 0 o a o - • over pipe a o . ." a , •0000000000000000000: Compacted soil 'o >,/ o„o„o„o„o„o„ ✓ ", 4 (1 O2mm) /...,,\:;"„ . /���. \ j� � \� Undisturbed soil or bedrock perforated L I drain tile r • vvww.logixicf.com • • • Good. Solid. Logix. 5 -29 LOGIX 11 11. 1 NSULATED CONCRETE FORMS ✓ ■ ■ . Rev. Dec 01/05 r • PRODUCT MANUAL 5.3.3 - 8' SHALLOW FROST WALL ' 1. .4 All drawings are downloadable at www.Iogixicf.com r 1 NOTES /�� gi See Section 6 — Enneering In the LOGIN . / � Product Manuel for reinforcement details. Roofing . ' �I i � � L J I Roof sheathing S r i or' Roof truss J i � '. Rain gutter r 1 or r ♦ • ll _ _ plii for* �7 a orizontol reinforcement ■ • 2" x 8" plate c/w sill gasket �1 (see Notes) & anchor bolt, as per specs � 0 11.4:44 i LOGIX Standard Forms . J Siding Po / 1 as per specs ® I. J o� �! r d. 1 Vertical reinforcement �� " e) (see Note Q r , to cc ® m of N CI of ca r • Migi 1/2" (13mm) sheetrock ° ' Q fasten to webs tl o Q r 1 1101 � U , i ,4 i. A O 0! ♦ J Acrylic purging, ' r • as per specs F�a o pi i �.®1 m Slab, as per specs, l ,/ S� ® ; with vapor bonier Backfill ® " underneath (freedroining I rR 1 ? r • + + + + �nr Rigid insulation „.../.(c + + + + + + + + + + + + + + �� / / . + + + + �yi� /0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • r ��� ` ® 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 J�'J�di� + + + + + I��0 ooa000 °o °0 °. °. °.• , J + ++ +,• o a a a a a a a Filter fabric ++ 0 0 0 0 • ° 0 0 0 0 0 0 0 , . • o 0 0 0 0 0 0 0 0 0 + 0 ® 0 0 0 0 0 0 0 0 r , (optional) 0 0 0 0 0 0 - o; � � a a � ,o o, o °o °o °o °. o°o °o° •0 a ° o ° o ' - -00 000 0000 °o °o ° o ' Compacted soil 3/4" (1 gmm) • o ° o ° ° 0 0 0 0 0 0 0 0 l J crushed stone • ° 00000000• over pipe 00. 000000 _o, o 0 0 4" (102mm) • �Z�i�i�����iA Undisturbed soil or bedrock r 1 perforated drain tile L J www.logixicf -com r 1 Good. Solid. Logix. 5 - 3 0 OG IX ' NSULATED CONCRETE FORMS r • Rev. Dec 01/05 ` 4 r • • J PRODUCT MANUAL 5.3.4 - 9' SHALLOW FROST WALL l / All drawings are downloadable at www.Iogixicf.com I 1 NOTES. J /; See Section 8 - Engineering In the LOGIX i� Product Manual for reinforcement details. i i ✓ 1 Roofing l J g j am' ..,--:,/....... i Root sheathin ✓ 1 ��� 1 ' --Roof truss > l J �'. i ✓ 1 Rain gutter I i 11 - .....IPI PI IIMII - II . itill.. ', F , rOI Y' orizontal reinforcement 1 2 o 8 plate c/w sill gosket OE 1�� (see Notes) l / dr anchor bolt a e per specs �t �4 OP igl l A 04166i 61101 VI I Z 0�11v,: OCI5 Standard Forms l J - P!T° ri ve ; ! 4 ;7.iS • • Siding � r £ E Q as per specs { l • � ��dee V '"", Vertical reinforcement CC � ���! (see Notes) t j o N r 1 ° 11111100.41 T � PI o • 1 Q ' f /2 AO o II !d. ®Pl e (10 n to webs sheetmck m L J �,f ! ! / t }ef .7 fasten we r �1 ®Ae ti • 1 � - 4 rs , r d E S. J Acrylic purging, f r 'v os per specs � n° Slab, as per specs, 7 1 "; ` m !" ith • 1 Bo ring r uwnderneath vapor barrier l J (freedraining , � r. °~ id 1 g 7 70. \ • 1 Rigid insulation �c + + + + * + + + + + + + +++ 7 0 ��, fri �yiiV o ° o ° o o ° o ° 0 0 0 ° o a 0 0 0 ° o a • * ** * � .�v��al��o 0 0 0 0 0 0 0 0 0 0 0 0 J :45 y �,�� �� 0 0 0 0 0 0 0 0 0 0 0 0 ���� 0 0 0 0 0 0 0 0 0 0 0 0 0 o °o °o o °o °o °o °o °o °o °o°o°o °• + ° Kerr 00 0000 . 0 ° o °° 0 ° 0 0 ' 0 ° 0 ° Filter fabric • + . o °o °o °o o °o°o °o °o °o • r . (optional) + + * + o ° o ° o ° . O � ��� ?O ° O ?• ?o IFr 0 0 0 - I J 3/4 (19mm) - O a oo aaO O O o° ° • 0000000• Compacted soil crushed atone o °o°o °o o• over pipe ° o • °o °o ° o ° • ?.....o? 00000a. I 1 4 (102mm) AN/ ��•�N\'K /\\ .X: Undieturbed soli or bedrock perforated l J drain tile • 1 • _ Good. Solid. Logix. INSULATED I CONCRETE FORMS • 1 l / Rev. Dec 01/05 r PRODUCT MANUAL 5.4 - ONE STOREY CONSTRUCTION ` J 5.4.1 - 8' FOUNDATION WALL /8' MAIN FLOOR r , • J All drawings are downloadable at www.logixicf.com , Roofing E , ' oof sheathing • J Rain gutter _` 'oof truss 2" x & plate bolts gasket OM, r , Horizontal . A ' einforcement LOGIX Standard Form 0541 (see Notes) , Imo lit E E • 5deg. cut co E .j .-i (13mm) ebs sheetrock u , , °MA 0/1 Id; ' E ! e� Z r , E N s 6 E Anchor bolt, 04111%: -- . J '� op as per specs ���• 1st floor joist N n v % � e ��' �� A Q , PI \ J _ cn Siding A r II as per specs % L J a 0�g ertical • L g ft reinforcement Q r rn 0 p (see Notes) V L J Acrylic parging, ON as per specs rr^ r , ( 1..* ti a E i a oo a o r . Waterproofin • /I Backfill • •`•`•`•` """ freedrainin � i.. i *� u) r , Vol x J X Filter fabric ` 0 � � : o (optional) %�i '- d xi , " (102mm) conc. slab r 1 3/4" 19mm ; � I� Oi vapor barrier underneath • J e crushed ton'_'.' oati '. over pipe * 4w�1 Aial . a ... .. \ r , ao •< ( 4'' (102mm) - ,iew<e• few K NOTES perforated Compacted soil see section 6 — Engineering r 1 drain tile jr, the LOGIX Product Manual ndisturbed soil or bedrock for reinforcement details. • . J www.logixicf.com • r • Good. ■ . 00Good. SOIId. Logix. 5 - 3 2 NSDLATED CONCRETE FORMS ✓ ' Rev. Dec 01/05 ✓ 1 • J PRODUCT MANUAL 5.4.2 - 8' FOUNDATION WALL /9' MAIN FLOOR L 4 All drawings are downloadable at www.Iogixicf.com ✓ 1 - I Roofing_, Al t ' oof sheathing • ' Rain gutter , _` -oof truss & 2" x 8" anchor bolt, as pe specs �� �� • . p Horizontal einforcement I- 1 ; (see Notes) • i LOGIX Standard Forms ` 1`1111 %``' �xa B ✓ 1 A C Vy S_ ll:? N • J 111 c • 5deg. cut lio 1/2" (13mm) sheetrock / V fasten to webs V E C � c. ✓ 1 Z E E :•.O�: o , • :, • J — (� fq (o Anchor bolt, v y' P specs • : : • : :: 1st floor joist ✓ ✓f " : CC - f+ c r 1 13 II 0 i - \ ...._ CV Siding :� KI \ J 3 as per specs :1- *`. ''� Vertical ✓ 1 Q _ �•• " reinforcement L. J f• (see Notes) V Acrylic parging, �:'°•J'•' as per specs . .'- $ ✓ 1 L / • y C Mii• o) E I 1 Waterproofing ` it = d- Backfill �. : . :•:•• • I:;y ` o • (freedraining) Vi i: � L ✓ 1 % : L • Filter fabric'�� a (optional)i ° o ' ✓ 1 t • " (102mm) conc. slab ` 1 vapor barrier underneath crushed stone •••• + .: :•::. ali` . over pipe °:ilt,: ✓ 1 L J 4" (102mm) � I'`e /Ire`'' NOTES. perforated Compacted soil see section 6 - Engineering ✓ 1 drain tile In the LOGIX Product Menu & ndisturbed soil or bedrock for reinforcement details. \ J ✓ 1 www.iogixicf.com • Good. Solid. Logix. 5 — 3 3 B OG IX I JSUFAiED CONCPLIE FORMS / 1 \ 4 Rev. Dec 01/05 PRODUCT MANUAL 5.5 - TWO STOREY CONSTRUCTION \ J 5.5.1 - 8' FOUNDATION WALL /8' MAIN r FLOOR /8' SECOND LEVEL \ ' . . , ... . ' • . , . • . S . • ' . ■ , , . • .. • 1. ✓ , • J ✓ , Roofin• 'oof sheathing \ A Rain gutter 'oof truss r , —.C AI: E 2" x 8" plate c/w sill gasket E M . ! r E & anchor bolt, as per specs 1. A O = Horizontal i i i rn ``: einforcement N LOGIX Standard Form I • ° � r. (see Notes) , r,, E r Co Vertical c l o ` ' II A� "• reinforcement oo cv 3 S iding (see Notes) r J r , ° as per specs -.'. E ' ` �� 2nd floor joist - rn ...II::: \`� �� o \ 5deg. cut Z r , E E �� 4P r:' 1/2 (13mm) E — \ E sheetrock N u 0, ° IMA 1l: fasten to N .. 1 webs E o N Q r co co II r l �" �:' 1st floor oist co a , , Anchor bolt, joist — N 'ilo N as per specs /1' `- 11 p r II s: m Q l / 3 + o ° r ___.iwr._ Sidin. Q r o as per specs 13.11 U \ J (NI 1 L Acrylic purging, r , as per specs g E N Waterproofin. : : : -° _ E 00 (freedraining) ; ' ' ' ^ " o x � 1 ' \ 11 ‘. itil co Filter fabric "W* • " (102mm) r , 2 (optional) ' -"�.' :` conc. slab co ' °'• vapor barrier I� ii underneath r , 3/4" (19mm) :....,,, crushed stone ::dl1 \ over pipe ' :_111!Ic w r 4" (102mm) ,„ NnTFS \ .4 perforated ompacted soil see Section 6 — Engineering drain tile in the LOGIX P M o, oI ndisturbed soil or bedrock or reinfo cement deto e. r 1.. J • r 1 Good. Solid. Logix. 11::. ......1 OG X • • E FORMS Rev. Dec 01/05 h. r 1 PRODUCT MANUAL 5.5.2 - 8' FOUNDATION WALL /9' MAIN ▪ 1 FLOOR /8' SECOND LEVEL .J All drawings are downloadable at www.Iogixicf.com r 1 . • . 1 . • Roofin• - oof sheathing ✓ 1 Rain gutter _` 'oof truss I. 1 I X 1 4 A: OGIX Half Height L • i Standard form E 2" x 8" plate c/w sill gaske ';i: E at anchor bolt, as per specs '�' Horizontal ✓ . N i:111:.: einforcement E rl o (see Notes) E • J o L OGIX S tandard Form 00 °3 z Nt 'n co ill Vertical ✓ 1 I rC�1I _ as Siding reinforcement E ' per specs I I1® ? II p p .--+.: (see Notes) E N ✓ e l:imi�::: 2nd floor joist • J N 5 deg . cut 1 ':alr : \ / \ l7 i4Y / • Z E E 7 •i I \ • J — E ao ' .'�1 1/2" (13mm) I NI 3 M u � �`� � � sheetrock E o ■ ' fasten to E r 1 Q `- webs �t 00 0 D r Anchor bolt, mr • • CC I o as per specs �:�� `: W N N 1st floor joist rn o Iii: ✓ 1 II II I:91i: ° 3 i Y r 1 Q I �n Sidin • Iti: • V o as per specs '�: cs4 If! Acrylic parging, per specs E as er s : li1 ID ✓ o . Al E :31:: 'v r 1 v Waterproofin• 1 v E L i Backfill ; oo ro 00 (freedraining) % "�'' 4 N II Filter fabric : • . " (102mm) (optional) : ��'' conc. slab z / 1- m vapor barrier I 3/4" (19mm) illi.:1underneath • J crushed stone cIII \ \ over pipe ° • .. :. ; ..•..... ✓ 1 • J 4,. (102mm) ^ ,N,`., ,,`A.,e °'' • NOTES : perforated ompacted soil See Section 8 — Engineering drain tile In the LOGIX Product Manual I 1 ndisturbed soil or bedrock for reinforcement details. r • ■ Good. Solid. Logix. INSULATED U CONCRET E FORMS • J Rev. Dec 01/05 r ■ PRODUCT MANUAL 5.5.3 — TWO STOREY WITH BRICK LEDGE & a ' TRANSITION FORM —1 r , a I All drawings are downloadable at www.Iogixicf.com r ■ a 1 1 1 • c 2 w x sill 8 as 0 & anchor bolt, / ' /2" [13mm] drywall as per specs g4pa" r , 4E14 A a 4 4" LOGIX form I MYP; ubflooring Wall reinforcement g0110! �� # ' im joist (see Notes) �I f� +� — loor joist r , � 111k . LOGIX Transition a� ®; farm Stirrup /r " -'1 A �l� to , i ®. a '. 1 reated 2x3 sill c/w W LOGIX 6.25 "B ex. reated sunk anchor Z r • Transition For — i li bolts, as per specs — i� Finished grad - hlaoogrejoist Q r • r L LOGIX Brick Ledg l a r stirr . . � o , a .4 LOGIX Brick Ledge - -y'n'c18111 Anchor bolt 0 for �' s� �i�� E . Q r , - — -o V \ i Waterproofin• � 'a r 1 Filter fabric M w�l oncrete floor a (optional) Pi 3 4 19mm . L crushed ston o'` 114101 over pipe ........0.. 0 0 . r • .c��� ° 4" (102mm) perforated ompacted soil L drain tile Footing & footing ndisturbed soil reinforcement, or bedrock r as per spec NOTES: See Section 6 — Engineering r ' in the LOGIX Product Manual for reinforcement detail.. L A www.logixicf.com r . Good. Solid. Logix. 5-3 6 L, OG IX ` NSULATED CONCRETE FORMS r • Rev. Dec 01/05 I. ' ✓ , • J PRODUCT MANUAL 5.5.4 - TWO STOREY WITH BRICK LEDGE & TRANSITION FORM - 2 . 4 All drawings are downloadable at www.logixicf.com ✓ , L J Roof Sheathing Roof truss • • \ � I L. J :91:: a�•,a z +.e r (12mm) 11 z � eressed owre Drywall (typ.) ✓ 1 c.w s.a ,a_, lc 4 (203mm) i ::; I LOGIX forms • J :Ili 7 l' ✓ 1 E • cO rs r 1 ; : Vii.: edger board w/ • A pI Simpson ICF go�I Hangers r 1 :��: 2nd Floor joist • I 41: rii E :lit :I ':/ Do I • N Wall reinforcement '�� . ■ (see Notes) ; 18` r • Z >i 4" (203mm) ::lY::: LOGIX forms N E r4 :: E ✓ 1 Q u E E . J • N CC o u is lla:i - m r • ° :JI j ;:0_: 2x4 sill plate L. 4 w/ anchor bolt Masonry ;: li:: —\ ::�: 'i r • Q \ 1 st floor joist • 1 Acrylic porgin. 11.c;:l:l L. I 111.11:::. OGIX 6.25" Waterproofing 11..; (159mm) membran- �L Transition r 1 � � form (see + + + Transition form + + + r + . • J + + + + + drawings for + + + + ++ + • + details ) + stirrup + + + + + ++ ++ + + ▪ + + :: ! . • + + + + + + + + + „ E Bockfill + 4. + 4. + 4. + + r m m (free draining + ++ + + + + + + + + + + ++ + + 1 + + + OGIX 6.25" i- ++ + ++ + .N (159mm) form + Filter fobri + + + + • • + + + + + + + ++ + + +++ oncrete slab 3/4" (19mm) crushed + + + + » I: c/w vapor . A + + 4 + 41t. ston ++ ++ + + + : barrier •+ +++++«* underneath, 4" (102mm) + + as per specs r 1 perforated drain pip , �I E • I r 0 0 o ;.• • .0 00 0 0° - u ; %/ii %j %/ NOTES: Cont. ftg., r • as per spec- ompacted soil See Section 6 — Engineering in the LOGIX Product Manual • J ndisturbed soil for reinforcement details. I , • L. • Good. Solid. Logix. LOG IX NSVLATED CONCRETE FORMS I 1 Rev. Dec 01/05 r PRODUCT MANUAL 5.6 - FLOOR CONNECTIONS 5.6.1 - 2x6 TOP PLATE RECESSED r 5.6.2 - 2x8 TOP PLATE OVERHUNG r • J NOTES: r ' Siding or other exterior finish, See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. as per specs ✓ J / , J Acrylic parging, as per specs r "1 J ■ r Finished rade /// riroorig o n, 2" x 6" plate c/w sill gasket c J ! /!! & anchor bolt, as per specs trt r , Waterproofing + + + +�� LOGIX forms + + + 0 u' �� ' r� Z r L 2x6 TOP PLATE RECESSED J Q r , CC . J Siding or other r , exterior finish, • • as per specs CI Q r , V J r , Acrylic parging, ` J as per specs r , Finished grade ®� �® r , � V � 2" x 8" plate c/w sill gasket �U 10 & anchor bolt, as per specs • + LOGIX form r • Waterproofing + + + + 0JOw �.Ir r 2x8 TOP PLATE OVERHUNG ` • r • • www.logixicf.com Good. Solid. Logix. 5 -38 J OGIX NSULATED CONCRETE FORMS r Rev. Dec 01/05 • L. Ai PRODUCT MANUAL 5.6.3 - 2x6 WITH TAPER TOP FORM • 1 5.6.4 - MASONRY VENEER WITH TAPER TOP All drawings are downloadable at www.logixicf.com ✓ 1 h r , NOTES: Siding or other L. exterior finish, See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. as per specs ✓ 1 • J ✓ `1 L. J Acrylic purging, as per specs r L / I Finished grade f r f� ` ; �4 2" x 8" plate c/w sill gasket • � & anchor bolt, as per specs r 1 + + + + I F foo- LOGIX Tapered Top form Waterproofing l7 + r , Z L. A 2x8 TOP PLATE OVERHUNG WITH TAPERED TOP FORM ✓ ` Q L i lC ✓ 1 L I L .. Masonry � • i V Flashing, as per specs } <. r Acrylic purging, as per specs r • Finished grade Tip 2" x 6" plate c/w sill gasket & anchor bolt, as per specs + LOGIX Tapered Top form • ` Waterproofing + + + d : + red r 1 2x6 TOP PLATE OVERHUNG WITH MASONRY AND TAPERED TOP FORM ✓ 1 . i I • www.logixicf.com • Good. Solid. Logix. 5 — 3 9 1 OGIXTLI NSULATEO CONCRETE FORMS Rev. Dec 01/05 ✓ ♦ PRODUCT MANUAL 5.6.5 - TAPER TOP WITH LOG HOME • J I 1. J All drawings are downloadable at www.Iogixicf.com r L J ✓ , ✓ , L J VAW r Pre — manufactured log home L • 010 r • i r , Log siding - r Acrylic parging, ` J as per specs ,►p L: f � f ij1„ge 2" x 8" plate c/w sill gasket r • Finished grade il p Sc anchor bolt, as per specs + � � LOGIX Tapered Top form Q r Waterproofing + + + r LOG HOME ON 2X8 SILL PLATE & TAPER TOP FORM Q r V L J r L J r • A r NOTES: ■ 4 See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. r 1 . J ✓ \ • • r L J www.Iogixicf.com Good. Solid. Logix. 5 -40 LOGIX I lINSULATED CONCRETE FORMS ✓ \ Rev. Dec 01/05 ✓ ■ . J PRODUCT MANUAL 5.6.6 - 2x LUMBER LEDGER 5.6.7 - LVL LUMBER LEDGER l J All drawings are downloadable at www.logixicf.com ✓ 1 l J ✓ 1 P redlihrii 45deg. cut LOGIX forms /� j�1 �� Anchor bolt, as per specs • .4 min. cut NI EN ✓ 1 r .00 AILS1A■IIIMMOrl10-■-•11■ 7 ro 1 Horizontal reinforcement Floor joist J (see Notes) ehl ~ • Vertical reinforcement r 11 Joist hanger • l7 (see Notes) • Z WA rA! 2x lumber ledger ✓ 1 LUMBER LEDGER r • Q L J ce Q ��� 45deg. cut ✓ 1 � i�: ■ J LOGIX forms Anchor bolt, I t as per specs J v r 04 ✓ ■ AVM 7" [1 l J min. cut IIIII ✓ , .roa • .4 Horizontal reinforcement Truss joist ✓ , (see Notes) . J �� . Vertical reinforcement d� Joist hanger ✓ (see Notes) F M l ..4 MR t LVL ledger ✓ NOTES: LVL LEDGER ` See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. r 1 l .4 r www.logixicf.com • Good. Solid. Logix. 5 -4 1 LOG IX II INSULFLED CONCRETE FORMS ✓ 1 l . Rev. Dec 01/05 r . PRODUCT MANUAL 5.6.8 - ANGLE IRON LEDGER L Ja All drawings are downloadable at www.Iogixicf.com ✓ 1 • J r P� rip 45deg cut ■ LOGIX forms I Anchor bolt, r ' ■ as per specs E— Fe � / Truss joist Horizontal reinforcement r N. L .4 (see Notes) 4 ' �0 L , Vertical reinforcement p rm ti r , (see Notes) ` la L3 " x3 " x 1 /4 c/w 5/8 ANCHORS BOLTED Z r 1 ® 16" (406mm) O.C. — BOLTED ANGLE SEAT DETAIL Q r 1 ce . ■ np 45deg. cut Q 0U1 r LOGIX forms Anch bolt, li i as per specs re U J''i \ r ■ d L A E 11 M Mill N r , • ® Truss joist 1/4" [6mm] . I L J Horizontal reinforcement (see Notes) 'AO 'A r 1 L Vertical reinforcement (see Notes) On , v� L3 "x3 "x1/4" c/w 5/8" ANCHORS BOLTED - 4 ® 16" (406mm) O.C. WELDED ANGLE SEAT DETAIL NOTES: r I See Section 6 — Engineering in the LOGIX L • Product Manual for reinforcement details. ✓ ■ L • • r ■ Good. Solid. Logix. �C7 �x L ' INSULATED CONCRETE FORMS ✓ , Rev. Dec 01/05 L I PRODUCT MANUAL 5.6.9 - TRANSITION - 8" TAPER TOP TO 4 STANDARD L All drawings are downloadable at www.Iogixicf.com L r . . A ✓ Rim joist L r Subflooring L re !!!1111:!:: L i/ / FloorJoist LOGIX 4" [102mm] forms Horizontal reinforcement � • (see Notes) pron0 • . ' n ® ' r Vertical reinforcement RJ!J • / (see Notes) di II le I l / 6 0 2 "x3" plate c/w sill gasket & anchor bolt counter r , as per specs ® Hand cut tapers in form r , LOGIX 8" [203mm] • V Tapered Top form r • i r • . r L • NOTES: See Section 6 - Engineering in the LOGIX Product Manual for reinforcement details. 4. I ✓ 1 I 1 ►. • r www.Iogixicf.com h. ' Good. Solid. Logix. 5 -43 LOGIX L NSULATED CONCRETE FORMS r h. , Rev. Dec 01/05 ✓ , PRODUCT MANUAL 5.6.10 - SIMPSON ICF HANGER . A • J All drawings are downloadable at www.logixicf.com . J rrvX :Y ,T ,1 ■ J ..:I ^ 'X:.;Y • OAL (-3 : ,T 1,4 tiii i , ✓ , r � ICFLC -W & ICFLC -CW ICFLC / , r L.7 ■ J STEEL LEDGER INSTALLATION Z r ■ l J Q r , J : :. ': . 7 Q T : � : 7 i ':T: i:7 .: ';T..;1 ::Y.. :. r , JI :' r 1 ' 'T .1 X31 �.ir:�1� . . 1 . �Y�Y Q . iY::1/ I J Q ,....::;...;1111 V .,.. � + + ...-Y,...1. f . _ , / 1. J ���� .44 1....,„ , J kik; . k‘' '' 41 I 00 • 1 1111111 :: 0 1 4 o f: 11 V: f r �� "A NOTES: / • For more information see J WOOD LEDGER INSTALLATION Section 2 of the LOGIX Product Manual or visit '. .' www.strongtie.com. 1.. .4 ✓ , 1. J �o� i x r Good. Solid. Logix. l J NSULATEO CONCRETE FORMS r Rev. Dec 01/05 . . s � l , PRODUCT MANUAL 5.6.11 — 8" TO 6" TRANSITION WITH SIMP- , SON ICF HANGERS • All drawings are downloadable at www.Iogixicf.com r i J . J Subflooring l J 1111r#15 r \ � Joist Hanger LOGIX 6.25" forms S ✓ FANO L. po If • r d Wall reinforcement ri • A (see Note 1) , orvAlas L. al dor r Q l ` Ix Wood floor joist LOGIX 6" forms l J Q ���0 V Simpson Strongtie ICF Ledger Connection System (see Note 2) ✓ \ l J l J I NOTES: 1. See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. 2. For spacing of Simpson Strongtie ICF Ledger Connection Systems refer to ▪ • Section 2.12.4 of the LOGIX Product Manual. • J r • J Good. Solid. Logix. 0�7 INSULATED CONCRETE FORMS • • 1 Rev. Dec 01/05 • . PRODUCT MANUAL 5.6.12 - McMILLAN JOIST HANGER . • r • L • All drawings are downloadable at www.Iogixicf.com ✓ . . • r J I 1 r • / /...4. : t 0 1 NAIL HOLE CENTRE OF BEARING PLATE ✓ ♦ J r �i' (V r [ .41111 4111I, '' a TOP VIEW N r ■ ISOMETRIC 2" 0 HOLE 0 a ' NAIL HOLE z r , ALTERNATE SPACING FOR OTHER SIDE ■ A 9 " _ SEE ISOMETRIC DWG. Q r 22 „ 2 3/8" cc $" CLEAR l , r 1 ____ . , o • N O N. 0 '-d N Q r N a I6 GAUGE v . • GALVANIZED `''� i �-O 't,,, JOIST HANGER N 0 ,0 I . . 1 8 , -1.4 - r • O - ■ F 1 1 2 " . 6 1„ 1,F - GALVANIZED JOIST 2 2 HANGER, (I GAUGE) r • \ 2 I /2" x 2 1/2" DESIGN LOAD 2500 # , BEARING SURFACE SIDE VIEW END VIEW . . . , .. www.Iogixicf.com . r . Good. Solid. Logix. 5-46 LO G 'X I ll m .INSULATED CONCRETE FORMS r • Rev. Dec 01/05 . • • 1 PRODUCT MANUAL 5.6.13 - BRICK LEDGE WITH TOP CHORD BEARING All drawings are downloadable at www.Iogixicf.com ✓ � • r ✓ 1 ■ i ✓ 1 2x4 treated sill plate c/w anchor bolt, as per specs ✓ 1 ✓ 1 • A IP LOGIX forms - Vertical reinforcment �1 (see Notes) ✓ � kt Stirrup detail, ' Z as per specs � (see Brick Ledge stirrup 01111 detail drawing) 111 Q Top chord bearing truss, as per specs r 1 040 • i 0 # 10 l a r dj LOGIX Brick Ledge form APR IA ✓ 1 • A Horizontal reinforcement (see Notes) ▪ 1 • , • J NOTES: ✓ 1 See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. ✓ 1 • • I • 1 www.Iogixicf.com Good. Solid. Logix. 5 — 4 7 LOG IX I NSULATED CONCRETE FORMS • 1 Rev. Dec 01/05 ✓ , PRODUCT MANUAL 5.6.14 - 6.25" TRANSITION FORM SUPPORT- ING OPEN WEB FLOOR JOIST r 1 L All drawings are downloadable at www.logixicf.com ✓ 1 • J Treated 2x4 sill c/w r .' anchor bolts, as per specs - J 4" LOGIX forms Top chord bearing truss, as per specs • • Wall reinforcement 1 r 1 0, (see Notes) • .4 Stirrup O • 1 See Stirrup 6" . 1. J LOGX 6" T 1. ransition Form �� ~I I J ® r 1 N • J FAI [13mm] drywall Z r - l / a cc 4" [38mm]/ � r 1 L J o- E r U) Q r 1 J ✓ 1 N T u • L 6 i" [160mm] ✓ 1 1 I STIRRUP DETAIL r • • ✓ 1 NOTES: • • See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. • • ▪ • r • • L Good. Solid. Logix. INSULATED CONCRETE FORMS r Rev. Dec 01/05 • J ✓ 1 PRODUCT MANUAL 5.6.15 - 6.25" TRANSITION FORM , SUPPORTING WOOD FLOOR JOIST All drawings are downloadable at www.Iogixicf.com ✓ 1 Subflooring ' ss ' Rim joist IF I ✓ 00®■• 4" LOGIX forms Wall reinforcement Pu g �see Notes � ) , I � ✓ � 11 P Stirrup 4 See Stirrup Detail LOGIX 6" Ogle Fiii Transition Form ✓ 1 1 ® Treated 2x3 sill c/w � counter sunk anchor ✓ Z 5/N bolts, as per specs ✓ Q 1/2" [13mm] drywall • J cc 1 in [38mm] • 1 L F - E • 1 Q r7 �n • A V , \ u E r h. C � T`J F L. 4 6 i [160mm] • 4 I "I STIRRUP DETAIL ✓ 1 ▪ 1 NOTES: , , See Section 6 — Engineering in the LOGIX • Ai Product Manual for reinforcement details. r . www.logixicf.com Good. Solid. Logix. 5— 4 9 OGiX Q GIX' O CONCRETC FORMS ■ 4 Rev. Dec 01/05 r PRODUCT MANUAL 5.7 - CONCRETE FLOOR SYSTEMS ' 5.7.1 - STEEL COMPOSITE DECK (BEARING END) . . 5.7.2 - STEEL COMPOSITE DECK (NON- BEARING) r "I L. r . a . C omposite steel deck, Siding or other as per specs exterior finish — 2 r Vertical � i #4° reinforcement pl r 1 (see Notes) )( k - 4.. , d( )( .. X . 1 /11. a d.. Parging Terminate vertical rebar a 4 � �r i 2" (51 mm) below Finished grade 2.114. composite steel deck r 1 WI MO: ' Horizontal + reinforcement + + +� . . (see Notes) V1 dives v.. Z r Waterproofing LOGIX forms — . STEEL COMPOSITE DECK (BEARING END) Q r . L ix Il r• Composite steel deck, Siding or other as per s ecs . 4 exterior finish p 1 1 Q r . Vertical .,`1 RP V L A reinforcement (see Notes) �� �� . I r a , AIL - a ■ 4 Terminate vertical rebar ' Purging p p Iu l Terminate ( below composite steel deck � �� Finished grade r ®�' �� Horizontal + reinforc ' + + , (see Notes) NOTES: r 1 See Section 6 — L - eering in the Waterproofing LOGIX Product Manual for reinforcement r STEEL COMPOSITE DECK (NON- BEARING END) details. .4 . 4 www. logixicf.com • r • Good. Solid. Logix. 5 — 5 0 OG IX ' NSULATEO CONCRETE FORMS r Rev. Dec 01/05 . .4 ✓ 1 PRODUCT MANUAL 5.7.3 — HAMBRO FLOOR (BEARING END) , , 5.7.4 — HAMBRO FLOOR (NON - BEARING All drawin i s a rea aownloadable at www.Io • ixicf.com ✓ , ✓ , A F � Bearing, as per specs Siding or other 01' exterior finish Ill il! �� Welded mesh Vertical of ■ r . r , reinforcement �IA IP� (see Notes) . x ':. • 1i 1.. .X: H >c . ■ = . 4 Parging �P I 1 100111 �! Ir L A Finished grade L.9 - rodro art ✓ 1 Z Waterproofing LOGIX forms HAMBRO FLOOR SYSTEM (BEARING END) ✓ 1 < ■ I CC I � Bearing, as per specs Q Siding or other 41. � � exterior finish 0 ✓ 1 4 '411111, Welded mesh L 4 U Vertical reinforcement r 1 (see Notes) �� . - ", • • .. _ a � 1 • . a. r • ® - Terminate vertical rebar Parging �� 2" (51 mm) below AI: j ��l composite steel deck Finished grade lit". ` d f� Horizontal + reinforcement p + * + + � � (see Notes) J ✓ � � % O L A NOTES: Waterproofing Section Engineering in r 1 the LOGIX . A HAMBRO FLOOR SYSTEM (NON BEARING END) Product Manual for reinforcement details. ✓ 1 , 1 • Good. Solid. Logix. INSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01105 PRODUCT MANUAL 5.7.5 - PRECAST CONCRETE FLOOR (BEARING END) l 5.7.6 - PRECAST CONCRETE FLOOR (NON- BEARING r All drawin J gs are downloadable at www.lo•ixicf.com . . N i Bearing, as per specs ' ' Siding or other 01011$1. L J exterior finish Dowel, as per spec ®. �'� , I. 4 Vertical /horizontal i �.. Topping, as per specs reinforcement ®_, / (see Notes) ---r PAIPAPWACIAVAIWAIMAIAGIM pyyyyyyy� I LAISIYO/Y/l/yAIWOM OVAI/Y/ rAGIAI f/O/Y/ r 1 i Parging Pill po! 4 e Hollow core ! Finished grade precast slab F '1 — ® M. w ® ■ + + + + � , Ili Terminate vertical r • rebar 2' (51 mm) below N + � MN precast f loor slab 0 Waterproofing LOGIX forms Z r , HOLLOW CORE PRECAST CONCRET SLAB (BEARING END) • J Q r 1 L J Ce e 1022 as per specs I Siding or other ® exterior finish ' Dowel, as per specs iltl0... < r 1 Vertical /horizontal � d � Topping, as per specs u l 4 reinforcement ' � A. � II (see Notes) O r AM ,0 y ,pr p I E�ij.�.#i1..�.�9451 Parging Fal Hollow core r ��® precast slab • Finished grade + 0 Terminate vertical L A + + + rebar 2' (51 mm) below + precast floor slab a 6o r NOTES: Waterproofing LOGIX forms See Section 6 — Engineering in the LOGIX r 1 HOLLOW CORE PRECAST CONCRET SLAB Product Manual for (NON- BEARING END) reinforcement details. • A I , • J www.logixicf.com • r , Good. Solid. Logix. 5 - 5 2 L OG IX Lt NSOLATEO CONCRETE FORMS ✓ 1 Rev. Dec 01/05 L J PRODUCT MANUAL 5.8 - ROOF CONNECTIONS r 1 5.8.1 - ROOF - 2x6 RECESSED TOP PLATE 5.8.2 - ROOF - 2x8 OVERHUNG TOP PLATE ✓ 1 ✓ .4 I 1 • I ✓ 1 Roofing I ' Roof sheathing � r 1 " � I I Rain gutter � � - Roof truss r 1 j I j - • , r 1.. I . •• TX I r /. If vi and anchor bolts, ✓ 1 2x6 sill gasket �ll _ 1/2 (13mm) drywall l7 as per specs ® �' }�'� /4 • Z A • — Siding or other A' exterior finish r 1 LOGIX forms ✓ 1 Q • CC 2x6 RECESSED TOP PLATE . t • . 0 Roofing I' ✓ 1 Q .0." • V Roof sheathing -.01? I ' ` Rain gutter � � Roof truss I r 1 L . 1 � II.r_ � . 0 . 2x8 sill gasket Il and anchor bolts, 1/2" (13mm) drywall ✓ 1 as per specs LOGIX forms ✓ ∎ Siding or other exterior finish NOTES: See Section 6 – r 1 Engineering in the LOCIX 2x8 OVERHUNG TOP PLATE Product Manual for • A reinforcement details. I 1 • Good. Solid. Logix. .LL I X NSULATEO CONCRETE FORMS • 41 Rev. Dec 01/05 r PRODUCT MANUAL 5.8.3 -ROOF - 2x6 WITH TAPER TOP FORM • ., All drawings are downloadable at www.Iogixicf.com ✓ , J r • ✓ 1 Roofing ' Roof sheathing r Rain gutter Roof truss r . . r • 1 2x6 sill gasket � � (<ir L4 ` and anchor bolts, 1 / 2 " (13mm) dryw as per specs f 1111:— ; all Z r • LOGIX Taper Top form r , Siding CC or oth • exterior finish r � Q r U L , 1. r ■ r L i NOTES: See Section 6 — Engineering in the LOGIX Product Manual for r reinforcement details. ✓ 1 r • www.logixicf.com r , Good. Solid. Logix. 5— 5 4 J 0G IX NSULATED CONCRETE FORMS r Rev. Dec 01/05 ► A r • L • PRODUCT MANUAL 5.8.4 - ROOF - HURRICANE TIE DOWN ✓ 1 STRAP All drawings are downloadable at www.logixicf.com ✓ 1 L A ✓ ` Roofing L / Roof sheathing, ✓ 1 as per specs • s ✓ Roof vent • I ✓ 1 L I L / Rafter N / • l 16 A Tie strap, as per specs 2 f r Roof joist r • Q Rain gutter pi 4 tf 1,0 l A ce &1166 g filitordi L , 1/2" (13mm) drywall �iri • a % IA MI h. / V Soffit Sc fascia, 2x6 sill plate as per specs & anchor bolt, ✓ 1 as per specs L / r • L J LOGIX forms Wall reinforcement ✓ -I (see Notes) L I 1 L .1 NOTES: ✓ See Section 6 — Engineering in the LOGIX Product Manual for L I reinforcement details. ✓ 1 • A ✓ 1 • Good. Solid. Logix. IC �X NSULATED CONCRETE FORMS h. A Rev. Dec 01/05 PRODUCT MANUAL 1... ,I 5.8.5 -OPEN WEB STEEL FLAT ROOF 5.8.6 - PRECAST CONCRETE FLAT ROOF r a J All drawings are downloadable at www.logixicf.com / ✓ , • J Aluminum cap Cant strip Flat roof material r a J Insulation ® r , m mmmmmmmmmrammmmmmmi 0 70 ■ ∎ ∎ ∎� ∎ ∎ ∎ ∎ ∎∎ Steel deck r , 0 17 1 ^I _,,,e \ J et 4 i re 4 LOGIX forms 01114' � Open web steel joist ' 'I . ►� e. J Wall �il l� reinforcement A� r 1 in (see Notes) 4 Z r 1 STEEL DECK ROOF ON OPEN WEB JOIST ` ` Q r OC 4. J Aluminum cap Cant strip Flat roof material D Q • J Insulation a Vii., v / __ __ _____ _ ___ ___ m mmmmmmm r 4 • J For--..„...milLit.1191 , ,. MAI M,,,,,,,,,_,,,,,,_,,, LOGIX forms il . r 1 Wall � i I � .4 � Precast concrete panel � reinforcement . � ��' j � (see Notes) fe� . . J NOTES: See Section 6 — Engineering in the LOGIX r , PRECAST CONCRETE FLAT ROOF Product Manual for reinforcement details. L.. 1 ✓ 1 . A www.logixicf.com • , 1 Good. Solid. Logix. 5 — 5 6 L OG IX • ` NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 • J / 1 L J PRODUCT MANUAL 5.9 - WINDOW & DOOR DETAILS • 1 5.9.1 - DOOR JAMB, HEAD & SILL All drawings are downloadable at www.logixicf.com l J LOGIX forms ;001-1-:.;000 L Flashing & caulking as specified for ® alvanized screw, shank nails or bolts ' exterior claddin• J in staggered pattern to attach buck to concrete • A • Finishing material boor as specified ✓ 1 as specifie• • Pressure treated 2x12 rough buck ✓ 1 w/ moisture barrier • • Prefinish kickplate, flashing ubsill as specified & caulking as specifie• Concrete slab (typ. s N ■ r 1 ® �® �® ® ' Awed, lour joist • 1 as specified • i ce DOOR HEAD & SILL USING WOOD BUCKS 1 I. . Flashing & caulking V as specified for exterior claddin• • • • r 449 1 L • Galvanized screw, shank nails or bolts in staggered pattern to attach buck to concrete . IIA • • A • 1 Door as specifie• L • DOOR JAMB USING WOOD BUCKS L J NOTES: ✓ 1 See Section 6 — Engineering in the LOGIX • Product Manual for reinforcement details. ✓ 1 • Good. Solid. Logix. ILI NC � Xn NSULATED CORETE FORMS / 1 L J Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 5.9.2 - WINDOW BUCK DETAILS ` J r • J All drawings are downloadable at www.logixicf.com / r • J r • • • ALL TOP & BOTTOM PLATES, AND SIDE BUCKS TO DE LOCATED IN WALL SO THERE IS NO CONFLICT WITH WEBS. r NO CUTTING OF WEBS AT ANYTIME DURING INSTALLATION OF WINDOW OR DOOR OPENINGS. • .4 ✓ , m m m m m m r i i m • J i r%)Id - w i I CO I W W W W W W _(rfh.n_ r 1 Loico J ! , • TOP & VERTICAL PLATES 0 J - vuutr SECTION A -A "' + • J L 1 LOGIX WALL I a L 6 CO ❑ SILL PLATES r 1 3 - 1 1 /2" X 2" - 1 "X4" CROSS BRACE v ttutr. ❑ MIDDLE PLATE 6" LONG. OUTER PLATES AS REQ'D. Q r V l /0/K nn oda r • l • ✓ 1 • J I' r • • A SIDE ELEVATION END VIEW r • • A r • • A www.logixicf.com • , Good. Solid. Logix. 5— 5 8 I OG IX ▪ J NSULATED CONCRETE FORMS r Rev. Dec 01/05 • J ✓ 1 PRODUCT MANUAL 5.9.2 - WINDOW BUCK DETAILS CONTINUED r All drawings are downloadable at www.logixicf.com r . A I 1 4 -0" 4 ,. 8" - ✓ ♦ o a m o e I \ (1 \ I _ _ 0 o b o b o I I 1 • • TOP VIEW TOP & VERTICAL PLATES FOR 6 1/4" CONCRETE CORES WIDTH LOGIX WALL Q a e I \ N 1___ BUCK PLATES WITH 3 8" X 3 4" KEWAY TYPICAL SECTION A -A ✓ ♦ Q • J 1 X 4" OPEN ° CROSS BRACE • . 2" X 1 1/2" X 6" 2— 2" X 1 1/2" X R.O. MID PLATE OUTER PLATES r PLAN WINDOW SILL I . • • ALL TOP & BOTTOM PLATES, AND SIDE BUCKS TO BE °° LO LOCATED IN WALL SO THERE IS NO CONFLICT WITH WEBS. r NO CUTTING OF WEBS AT ANYTIME DURING • . INSTALLATION OF WINDOW OR DOOR OPENINGS. ✓ \ 1 7/16" L J ✓ \ 1. A I \ www.logixicf.com Good. Solid. Logix. 5— 5 9 I O G I X NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 • , PRODUCT MANUAL 5.9.3 - SLOPED CONCRETE SILL . All drawings are downloadable at www.logixicf.com L • • , . . • !`� r , • , �` • J I� ti) I WOOD WINDOW BUCK 0 • • SLOPED CONCRETE SILL z r 1 I 2x4 cut to fit 3/4' ply Q I' and fastend to ct 3/4" ply inished conc. sill surface . • 2x4 form for edge of -2x4 w/ 6" long 0 I. • concrete sill. - �� fastener to anchor See Note , ° ; e c �� � into concrete Q r F � 3� l ; See Note. v I v Fasten into • . • 1x4 fastened to I. web furring stri. 0 pl T •. • :.: web furring strip and 2x4 See Note. . • L A 2x2 to form a - - d bottom of conc. sill _ i 11_ • • . • c/w 1 /4" chamfer glued to top to form drip edge. • . - . - See Note. 1 G .:.: r , re . Fir: • r SECTION A -A ` A NOTE: Adjust 2x lumber to suit specified slope of concrete sill. ' I. www.logixicf.com . r 1 Good. Solid. Logix. 5 — 6 0 L OG IX ` ' NSULATED CONCRETE FORMS Rev. Dec 01/05 . .I ✓ , PRODUCT MANUAL 5.10 - SPECIAL DETAILS • • 5.10.1 / 5.10.2 - ATTACHING TO EXISTING CONCRETE WALL / ATTACHING TO EXISTING CONCRETE WALL r • L J ✓ 1 Dowels placed between walls < Exisitng concrete wall l to match horizontal rebar (dowels embedded into the exisitng concrete wall as • ` per specs) ° ■ .4 r • Waterproofing ° ' ••• .. •;. • ' •.. •• membrane — • : e • Expansion joint 1 if required le A Tio I 1 • :• : -• • ` LOGIX forms V ; Wall reinforcement X X (see Notes) r • A ° A VI 441: • E. / A d r • Z ` LOGIX WALL ATTACHMENT TO EXISTING CONCRETE WALL ✓ , a ` ' CC Break face shells and extend horizontal Exisitng concrete CI • . rebar into existing block wall concrete cavity ■ ✓ 1 Q .4 U --III-1 I ■ Waterproofing r • membrane I r • Expansion joint A Irl if required ' Pi 4.44 . , LOGIX forms - X . Wall reinforcement •:!: :!: (see Notes) A so ✓ 1 l!: + • . . L .4 :S. . :0: NOTES: S ee Section 6 — r LOGIX WALL ATTACHMENT TO EXISTING CONCRETE Engineering in the LOGIX Product Manual for • MASONRY WALL reinforcement details. ✓ I ■ J ✓ 1 www.logixicf.com • Good. Solid. Logix. 5 - 61 LOG IX IIINSOLATEO CONCRETE FORMS • . Rev. Dec 01/05 ✓ � PRODUCT MANUAL 5.10.3 - GRAB BAR SUPPORT .4 5.10.4 - DECK ATTACHMENT r All drawings are downloadable at www.logixicf.com r L • r Wall reinforcement . J (see Notes) rpm / �U �� Cut forms to face of concrete after pour , Irio4 r . ARV Wood blocking attached to 0 1 1 . concrete, as per specs r er,", 4. A r , uel l7 Z r GRAB BAR SUPPORT ■ J Q , Ce ■ J Wall reinforcement ea (see Notes) r �. ® ilirom ��ITO J Cut forms for full anchor Q � bolt embedment U • J 1 I r �,�, Anchor bolt, as per specs 4 11111111110 r l Temporary plywood piece L for bolt support over cutout r . NOTES: r See Section 6 — L J DECK ATTACHMENT Engineering in the LOGIX Product Manual for reinforcement details. • • r • J www. logixicf.com � r � Solid. x L OG IXT A Good. Sold. Logix. 5 — 6 2 NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 J r 1 ▪ f PRODUCT MANUAL 5.10.5 / 5.10.6 - BRICK LEDGE STANDARD / , REINFORCEMENT / BRICK LEDGE HEAVY REINFORCEMENT All drawings are downloadable at www.logixicf.com . , • , s. , ITI llirogio Masonry ✓ 1 _ Eli l . . — A ah - LOGIX forms ✓ 1 Y 0 0 — , 01 ti 0 # [ 10M] bars at 8" [203mm] o/c c� rn (see Brick Ledge Stirrup Detail , , r I T / �� drawing for stirrup dimensions) ill, ✓ , � mai, LOGIX Brick Ledge t 1r® ✓ 1 ` j v1 �, !� ri Wall reinforcement liti 1r (see Notes) • . Z BRICK LEDGE STANDARD REINFORCEMENT ✓ Q L A cc ✓ 1 Masonry ■ p Fp c - l� ii ! iii� LOGIX forms o �1 4 o i"0 x 18" [9.5mm0 x 457mm] ao 0 cej I nelson stud anchor co ` ' �• M. © 8" [203mm] o/c 1 wl!� • 2-x2-x1/4-ft ✓ 1 © 8" [203mm] o/c Elf . place tight against form # t 1110 LOGIX Brick Ledge # I S Wall reinforcement • A (see Notes) r ti $ 81 L i NOTES: See Section 6 — BRICK LEDGE HEAVY REINFORCEMENT Engineering in the LOGIX k. 4 * 1 kN = 224.81b Product Manual for reinforcement details. / 1 a i / www.logixicf.com • Good. Solid. Logix. 5— 6 3 J 0G I X NSULATEO CONCRETE FORMS ■ 4 Rev. Dec 01/05 r . PRODUCT MANUAL 5.10.7 - BRICK LEDGE STIRRUP DETAIL • I. • All drawings are downloadable at www.logixicf.com ✓ , . r il I Oral Masonry l riiiW OGI r . il 4 E 119) L X forms Y ; f �l 1 r ■ 0 o #3 [10M] bars at 8" [203mm] o/c of See Detail A for stirrup dimensions A MIII lip r 1 LOGIX Brick Ledge ∎ IfT* Pyj . . "1 l si LA Z r . BRICK LEDGE STANDARD REINFORCEMENT ` A Q r . . 4,5 �� * / 9 j ry � 244 r�� 0 CC r �J 2 86 �� f or 6„ 4. J forB °gr�ck 0 i. r er'ck ect9e U L 7 tx ✓ 1 ol R 3 . ■ C n r . N F • DETAIL A NOTES: ` A See Section 6 — Engineering in the LOGIX r Product Manual for . . 1 kN = 224.81b reinforcement details. ✓ , www.logixicf.com • r /`. y C ,B Good. Solid. Logix. S OG IX . NSULATED CONCRETE FORMS • r N Rev. Dec 01/05 ` • ✓ 1 . • PRODUCT MANUAL 5.10.8 - SLAB ON GRADE WITH BRICK ✓ , LEDGE & MODIFIED TAPER TOP L J All drawings are downloadable at www.logixicf.com ✓ \ ■ A I \ L • 16ga. steel stud, as per specs r • Brick ties, as per specs 1/2 [13mm] drywall ✓ ■ c . Masonry EI Power driven fastener, r Vapor barrier, as per specs as per specs L. . '•;=. I 1 o E.. Concrete slab w/ m vapor barrier underneath, . A as per sp-cs Weeping holes ✓ vl Fl ashing ,� L . i I a4 + + + + + ++ Finished grade + + + + + + + + + + +i Z Backf i ll + + + + + + + + + + + + + + + + (free draining) + + + + + + a � + + - + + + + + + + + + �• + + + + LOGIX Tapered Top r . Q form. . #3 (10M) stirrups + ®� F + + + Field cut to suit. rt ® 8" [203mm] o/c + + + ® For loads greater than + + ® 1300lbs /ft [1 9kN /m) + + + Brick Ledge form use Nelson Studs + + (see Brick Ledge stirrup + + ++ � Wall reinforcement ` V details drawings) + + + + (see Notes) A Waterproofing � � � + + L • I 1 ✓ 1 L. / L .4 NOTES: ✓ 1 See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. . 1 ✓ 1 www. log ixicf.tom • Good. Solid. Logix. 5 - 6 5 B OG IX NSULATEO CONCRETE FORMS F 1 + A Rev. Dec 01/05 r • PRODUCT MANUAL 5.10.9 - TRANSITION FROM TAPER TOP TO • ' BRICK LEDGE r • I All drawings are downloadable at www.logixicf.com ..25" LOGIX Brick Ledge r A U 'F , r . Trea ted 2x4 sill plate r . 4 ., M om oncrete anchor, as per spec . 1 10" LOGIX Tapered Top ® Z� .L rZrzrZT O I • ® / el° L • 1LJLJL1L11 4 I • . t V1 ® . • re 4 Z , , ® tr72T -1r-17 0 AA a A cc L A 0194 0 • 1L 1L1LJL11 01 , A 4 10" LOGIX Standard For Q I 1 ® U d Q r 1 ® Zr -irZT -trZf por . i ® I d ® 1111L1L1L11 r001 • r., D \ A A d . • • 1. A Q I • ■ I 10" TAPERED TOP TO 8" BRICK LEDGE TRANSITION ' L • www.logixicf.com r Good. Solid. Logix. 5 — 6 6 1 OG IX ` • NSULATED CONCRETE FORMS Rev. Dec 01/05 • 4 r • PRODUCT MANUAL 5.10.10 - PILE SUPPORTED GRADE BEAMS r I. • All drawings are downloadable at www.logixicf.com r I 1 rorli were / r ✓ , O • i 114 OGIX ICF ✓ Oro walls ` " , See Note 4 Fl r I 1 00 ,11112 0 $ , • See Note 1 • tfl ® E o l7 o � / v eiriv ✓ � Z � x i O AnIA Q 10M ties. . °`. 4 i 4 • • (stirrups may not be required a oC 4 epeng g d • 4 an load on conditions ' o grade —beam • ° 0 4 1. .4 a c a ' Q ° '/ a' �S ee Note 2 ° a : a • .4 V . u • p ° Void for a b/w piles a ° 4 a r v $ Q 4 44 riven or cast —in —place piles (See Note 3) TYPE 1 TYPE 2 NOTES: 1. Refer to Section 6 of Logix Product Manual for additional information on vertical reinforcement for ✓ above— and below —grade walls. • A 2. Size and reinforcement for grade —beam to be designed as site specific. 3. Size, spacing and reinforcing for piles to be designed as site specific. ✓ 1 4. Reinforcing in wall to be designed as site specific. ✓ vwvw.logixicf.com Good. Solid. Logix. 5 — 6 7 B O G IX NSULATED CONCRETE FORMS r • .4 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 5.10.11 - CORBEL SUPPORTING TIMBER POST , , l J All drawings are downloadable at www.logixicf.com ✓ 1 I. A "x8" (203mmx203mm) r , timber post • ` 8 "X8 "8X1/4" (203X203X6.35mm) r ' 8" (203mm) _ metal base plate w/ i" (9.5mm) diam. 4. J panel wall system 1 11 anchor bolt welded to base plate. as per spec r ` 0 1" • . Horizontal bars, as per specs, _ o [25mm] "xl" (25mmx25mm) extend beyond corbel width e/ - / . chamfer r 1 Fa • \ J Vertical rebar, as per specs! Q Z . NC u O ` (see Note 1 �� E — co • ,- o J kr 0 E .. Rebar detail 1 !� IA as per spec * ' z r Rebar detail 2 eq. sp. _ as per spec 44" A ri o [114mm] 0" (254mm) —' po� wide corbel cut Q r r � ,' EPS face to fit rC • . 8" (203mm) �I r ■ LOGIX form \ J CI Vertical rebar, as per specs, extending Q r height of wall to lap with rebar detail 1 U .. . ✓ 1 l A ✓ 1 ■ . I l , NOTES ✓ 1 1. Install vertical rebar 6" (150) beyond corbel width for full height of wall each ` ' face. 2. Reinforcement details should be reviewed r by a local licensed professional engineer. l , r • J www.logixicf.com . r ■ Good. Solid. Logix. 5 — 6 8 1 OG IX • . NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 • ✓ 1 PRODUCT MANUAL 5.10.12 - ATTACHING TO STUD FRAMED ✓ 1 WALLS L . All drawings are downloadable at www.logixicf.com ✓ , . . 2 — • 1 r� LOGIX forms w/ Exterior insulation �- LOGIX End Cap and finish system _ - r — ✓ 1 GEE L . . ♦ • -- .. • Rigid insulation �•- • •' -• -• • - 9 • • • • • • g Si e a ��_ • �����• _n on cont. moisture rrr- W �- r+- r- +►�.�r. -r.- • . drainage sheet iii �E Expansion joint. �;044 �� ... ��_..��,�r�v L A Backer rod �t':�;�A� �����;�;T���� �;�O and sealant �� 2x studs w/ = Inter drywall ✓ plywood SEE _ ` and finish sheathing ► --, O -�'� Batt insulation Em r 1 Z INTERIOR LOGIX WALL TO EXTERIOR STUD FRAMED WALLS • Q . . ce L. o `� O - '� LOGIX forms w/ • Q -- LOGIX End Cap -- � . . v .— r 1111-4-41 AV • A Interior drywall to ,9 ;#0.490g l 1� i m rri wrr� and finish i,�,� ✓ 1 (fasten drywall to studs) 1 ::! a , w I I 1 2x studs .. Wr Or 1 Interior drywall . 4 and finish NIP" A 1 Batt insulation . J ✓ 1 INTERIOR LOGIX WALL TO INTERIOR STUD FRAMED WALLS . . . , www.logixicf.com • Good. Solid. Logix. 5 — 6 9 LOG IX �NSU'.4 i ED CONCRE1E FORMS F 1 Rev. Dec 01/05 PRODUCT MANUAL A 5.10.13 - REINFORCING - CONCRETE PILASTER r • . / All drawings are downloadable at www.logixicf.com i . • Concrete pilaster, r as per specs —\ Pilaster reinforcement details, r as per specs • - Field cut LOGIX forms to suit pilaster width l 4 / 4 ° . li ° a a ° . r +a- ic+- �N- P , J.a�. ..A- rJ.F.r- .wr, 0 - FA-.a A -,W a Z r 1 . Wall reinforcement (see Notes) Q r • 6. I Ce LOGIX forms ❑ r ❑ a V • • ✓ 1 • 1 . i . 4 NOTES: F See Section 6 – Engineering in the LOGIX Product Manual for reinforcement details. 6. 4 ✓ ■ l J r • / www.logixicf.com • r 1 Good. Solid. . LO91x . O Q ER I S :: ✓ 1 Rev. Dec 01/05 L 4 r PRODUCT MANUAL 5.10.14 - REINFORCING - CORNER WALL r All drawings are downloadable at www.logixicf.com l J r 90' bend rebar. Alternate direction for each course. r ▪ • r • A •V r _,•- •.'r_r_r_r_ wr_r►_ vc-c• ..:t a�rrr_i 1 F fier.A.11 11.11111111111.1M • • 111 E E :1 a a • !../ CD NOMOCOMMINCONIA 00 4 . r • o I N • -• • L_ 0 r ., Z J Ln A , .•-• LOGIX Corner forms LOGIX Standard forms WI 1 ✓ - • % • purl Wall reinforcement y (see Notes) r • J ✓ Q • • U r • • r L • r • J ✓ 1 L I NOTES: See Section 6 — Engineering in the LOGIX Product Manual for r reinforcement details. L J ✓ 1 • Al ✓ 1 • Good. Solid. Logix. B OG IX � NSULATEO CONCRETE FORMS r Rev. Dec 01/05 ✓ , PRODUCT MANUAL 5.10.15 - REINFORCING - CORNER WITH • A BRICK LEDGE FORMS r , • A All drawings are downloadable at www.logixicf.com L • LOGIX Brick Ledge stirrup r , See Section A —A 8" [203mm #3 (10M) bars ` Remove foam (t to allow flow - r of concrete into . _ `!♦ _ Ai A A E 3 ` corbel section. �Ij ii � _ ico 'I wi t , 111111111111 MO (O to m \ " >_ 7 ...1i.111111 011=1 i��s N \ •-. • • • • • • ,- •- •-.�-.-.-. •- •- .- . -. -•- -• -• -• .-.-•-�F-• -� I�'�I i' � Fn lit a, c A A r , e ! o �_� �! M 24 "x (610x610mm) 0 o ' ; �• 90' bent rebar. r • Ed ' I III • . l .4 11174111 :' — r , #3 (10M) LOGIX Brick Ledge stirrup Q ® 8" (203mm) o /c. See Stirrup Detail cc i ;�� 'IVO' 99. r , 7 7:44 • ' � � f ?86 m� for 0 l fo 6: Brick 4 i lt�l � �� ��r r h 6 Ce Q r 1 tooge ..4,-N .d ��� ✓ :rick d9 e Wall „,,,r � � v \-� n r , \ E reinforcement. o. I 16. A See Note 1. VA y - r • SECTION A -A STIRRUP DETAIL (See Note 2) r • L . NOTES: r 1 L A 1. See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. 2. Stirrup shown is rated for 1300lbs /ft (19kN /m). For r • heavier load conditions and stirrup dimensions see Brick . .4 Ledge Stirrup details drawings. ✓ , • A • r , Good. Solid. Logix. �0�7 ' A NSUlATEO CONCRETE � FORMS r • Rev. Dec 01/05 1. ✓ , l 41 PRODUCT MANUAL 5.10.16 - REINFORCING - CORNER WITH , , 6.25" TRANSITION FORMS All drawings are downloadable at www.logixicf.com F • l . 90' bend rebar. Alternate direction r .' for each course. 1. A . -. } 1 • E 0 N L I O ', c kid 1111 iI U ' - ___ :• ; IIVi�iorWta�� U ito r , r a y + 8" . ��, (tYP•) — — u :��' � — .0 A X u , i 'i #3 (IOM) bars \ ii r 1 ! E ' ° I uL E A. E 1:14 ' , I r z o !:!��� LOGIX 6.25" (159mm) — - co Transition forms. See Section A –A L . �COv Cam: r Q a� u , I #3 (10M) LOGIX 6.25" (159mm) Transition form stirrup l ' CC o L. © 8" (203mm) o /c. 0 J ^ i �Iro See Stirrup Detail ✓ 't 0 1 _ L . 0 0 AP4A 1 [38mm]/ ro I • a Mlle \ l .4 V aId r ` Wall =- �, E L . reinforcement. WAR E See Note 1. . N I • � � 1, J r , / 6 i [160mm] SECTION A -A STIRRUP DETAIL ✓ (See Note 2) L . • • NOTES: L . 1. See Section 6 – Engineering in the LOGIX Product Manual for reinforcement details. 2. Stirrup shown is rated for 1300Ibs /ft (19kN /m). Maximum load capacity w/o stirrups – 900Ibs /ft (13kN /m). ✓ , ✓ 1 ■ Good. Solid. Logix. III: � x NSULATED CONCRETE FORMS ✓ ■ l 4 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 5.10.17 — REINFORCING - TEE -WALL . A ✓ 1 All drawings are downloadable at www.logixicf.com • • • A ' r 1 A 0 • • It 4+ , 1 i, Iad'++ f,' I 'A . iii ' iii 0, 1 'i' Short #3 (10M) barSee Section A —A o A Place behind web and attach to horizontal rebar • 4.4 • I d ,A in adjoining wall A I ' 0 See Section A —A A �,� , •ia A ;:;' I •9 '! , ' i -i _ _ r rrrrr��rrtrw_ i rr_r_r_cr `iw!cr_ w 0, 1 ' r ;111. • a :: , 'eol ' - isr:r:a:►.ra — rti .r t . - +.►+ a — —ssa ::i ii :10: 00000: 01 :00:900 0�0:90A V��N�� AV V1 A 'ii l J • : : d I + :: A, ��� Wall reinforcement Z r l !; , �X (see Notes) • , ��� A 2'x2' (610x61 Om m) 90' bent rebar, :�;1 1!„ as per specs. i Alternate directions in each course. < r %i , tit i IX \ , Cont. horiz- Horizontal rebar r • rebar r ..,., 1) - ■ e [ K ± J in . A p :Ti. v Short #3 (10M) rebar for additional support r Attach behind web • .4 Zip tie support SECTION A -A ✓ A NOTES: See Section 6 — Engineering in the LOGIX Product Manual for r I reinforcement details. ✓ 1 • r • Good. Solid. Logix. OC7IX ` A INSULATED CONCRETE FORMS r • Rev. Dec 01/05 L ✓ 1 1. . PRODUCT MANUAL 5.10.18 - 12" WALL JOGS . • AU drawings are downloadable at www.logixicf.com N • • h. . " [203mm] LOGIX Left Hand Corner Form (see Detail A) • • . i ✓ 1 E h .1 NE H „ 0 ---t • • J — : I 1 iia • • . i E Lag N - 0 ✓ 1 M h. .4 r . N \ J Z \- 8" [203mm] LOGIX Right Hand Corner Form • • (see Detail B) 1. A PLAN VIEW ' j Shaded section - - j • • y , to be removed -- - - %/ `j Q j j r 1 Q 7**7 t m / % " s " . 4 V , [1 .; - -- .. - - - -.. j 1 j , ./. E �- 2 \ y/ 0, [35 mmr j j - \ % 3 " r Shaded section to be remove• I [ 7 I 9mm] DETAIL A • 1 i 1 r ■ DETAIL B ■ j NOTES: 1. To maintain form integrity apply wooden straps at ✓ I joints. t 2. Creating a 12" (305mm) jog might create misaligned interlocks - cut interlocks where misalignment occurs. 3. To create jog in other direction cut opposite forms. 4. Interlocks not shown for clarity. ✓ 1 h. ■ ✓ 1 r ` . Good. Solid. Logix. IL ��7 �X NSUCATED CONCRETE FORMS I 1 . • Rev. Dec 01/05 PRODUCT MANUAL 5.10.19 - 4 LOGIX WALL LAYOUT . FOR SOUND TRANSMISSION r CLASSIFICATION (STC) 50 • J All drawinas are downloadable at www.loaixicf.com ✓ \ ✓ \ J r \ miredi 1/2 [13mm] drywall 1/2" [13mm] drywall ✓ \ 2x2 wood strips l • J 0 24" [610mm] o/c LOGIX 4" [102mm] • \ forms � ii� � r \ . 0110 . VI • 1 0 Z • \ �. J , OA jI l l' r \ cc . J : r , r \ Q • J At, a r \ v , J 40 941 0 01 A r \ r / / ♦ J 4" [102mm] ✓ \ ♦ 4 STC50 - 4" [102mm] LOGIX WALL r , . A ✓ \ ■ • www.logixicf.com . , \ Good. Solid. Logix. 5-76 L OG I NSULATED CONCRETE FORMS / \ Rev. Dec 01 /05 r • - PRODUCT MANUAL 5.10.20 - 6.25" LOGIX WALL LAYOUT FOR SOUND TRANSMISSION CLASSIFICATION (STC) 56 i xicf.com All drawings are downloads le at www.loa 7 ♦ J r pv 2 layers of i" [16mm] drywall 1/2" [13mm] drywall 2x2 wood strips 24" [610mm] o/c Fasten to webs 2 LOGIX 4" [102mm] ✓ . forms L 1 ✓ 0 °I MMO* \ 1 i • Z r 1 Q • te 041 h. ✓ \ Q .:-:190suLkoj: e 00/0 - 110 : AlA. r L. I / / ✓ v 6.25" • • [159mm] r STC56 - 6.25" [159mm] LOGIX WALL r . l J ✓ l ■ Good. Solid. Logix. II 0�7 � K NSDLATED CONCRETE FORMS r Rev. Dec 01/05 r PRODUCT MANUAL 5.10.21 - TERMITE STRIP I. A ✓ \ \ A All drawings are downloadable at www.logixicf.com r .. J rosigim I - 1 � gag IV _ Wall reinforcement �� (see Note 1) , , I Screw plywood to furring 6 r strips of forms. Remove plywood after pour. ell IV ®� � 4" [102mm] LOGIX Height Adjuster a A P (see Note 3) I I v ri /do Lri LOGIX Half Height 16"x48" [406mm x 1220mm] Standard Form Z plywood cover _ ` • r „ 0 °91 "Mei < I • la Pa; f. I.. • Finished grade r Cut LOGIX Half / Height Standard Form r + + to expose concrete + + + + 0..4 termite strip 0 \ Backfill + + + 0111110 Q + + + (free draining) .I + !* V i aillimmo, I • Waterproofing • ✓ , NOTES: ■ 1. See Section 6 — Engineering in the LOGIX Product Manual for reinforcement details. • 2. Treating the soil ahead of time is another method of avoiding • • termite related problems. 3. The use of 4" Height Adjusters will ensure there is an 8" gap • exposing any termite presence in the wall. r 4. Please refer to local building codes for more information on h. A termite control. r . • r ■ Good. Solid. Logix. 'INSULATED IX ' ' CONCRETE FORMS r • Rev. Dec 01/05 16. .4 ✓ 1 L. J PRODUCT MANUAL 6.0 - ENGINEERING • • • • , TABLE OF CONTENTS .• • • 6.1 — U.S. ENGINEERING ANALYSIS REPORT P. 6 -3 ` A Below Grade Walls P. 6 -10 Above Grade Walls P. 6 -15 ` ' Lintels - Uniform Loads P. 6 -17 ✓ Lintels - Point Loads P. 6 -22 . • r • 6.2 — REQUIREMENTS FOR L • SEISMIC DESIGN CATEGORIES C, D1 & D2 P. 6 -31 • , L 6.3 — CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS R 6 -40 Below Grade Walls P. 6 -47 r z Above Grade Walls P. 6 -52 L ec Lintels - Uniform Loads P. 6 -54 ✓ � u ' Lintels - Point Loads P. 6 -59 W L • z ✓ — 6.4 — CANADIAN ENGINEERING ANALYSIS REPORT: ` S.I. UNITS R 6 -68 r • ,,, Below Grade Walls P. 6 -75 L Above Grade Walls P. 6 -80 ✓ Lintels - Uniform Loads P. 6 -82 Lintels - Point Loads P. 6 -87 6.5 — SOIL CLASSIFICATION TABLES P. 6 -96 r • ' 6.6 — FOOTING WIDTH TABLES P. 6 -97 ✓ r • L • ✓ 1 • • ✓ www.logixicf.com • • Good. Solid. Logix. 6-1 B OG I NSULATED CONCRETE FORMS r L • Rev. Dec 01/05 • A PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ 1 • A r • J LOGIX BUILDING SYSTEM ✓ \ • . Engineering Analysis Report r . For Logix Insulated Concrete Forms \ . I 1 4 • .4 by: Fulcrum Engineering Limited ✓ ' 16b Rowland Crescent • St. Albert, AB T8N 5B3 Ph: (780) 458 -1550 FAX: (780) 459 -9554 ✓ , • A CONTENTS: Description. Usage & Limitations, Structural Design & Performance ▪ I Figure 1: Logix Foundation Wall • Z Tables 1A, 1B, 10: Minimum Vertical Reinforcement \ , CC for 6.25 ", 8" & 10" Basement Walls r . w Figure 1A: Crawl Space Reinforcement Requirements • • W Figure 2: Logix Wall Section ✓ — Table 2: Vertical Reinforcement Spacing, Above Grade Walls • Figure 7: Logix Lintel Reinforcement — Uniform Loads Z ✓ w Tables 3A, 3B, 3C & 3D: Logix Lintel Reinforcement for L A Uniform Loads - 4 ", 6.25 ", 8" & 10" Lintels Figure 8: Logix Lintel Reinforcement — Point Loads \ • Tables 4A, 4B & 4C & 4D: Logix Lintel Reinforcement for Point Loads - 4 ", 6.25 ", 8" & 10" Lintels r • .4 I PROFESSIONAL ENGINEER 15' • .4 I hereby certify that this plan, specification, or report was prepared by me or under my direct , supervision and that I am a duly Licensed ° r • A Professional Engineer under the laws of the r • • State of Minnesota. ffil Print Name: • • Signature: y L4 L 44' Dnte re � � 6 � License # l { tma+m -- t • P r www.logixicf.com • L. Good. Solid. Logix. 6 - 3 , O IX,. NSULATED CONCRETE FORMS r • 4 Rev. Dec 01/05 ✓ ' PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT 1. ' CONTINUED r • l J ✓ , LOGIX INSULATED CONCRETE FORMS J Engineering Analysis Report r ▪ J DESCRIPTION: ✓ , Logix Building System units are modular interlocking concrete forms consisting of . two EPS panels interconnected with polypropylene ties that are molded into the panels at 8" horizontal spacing. The forms are dry -laid, using a running bond, and are filled with ' concrete to form a monolithic insulated wall. The ties provide a convenient method of holding the reinforcement in proper position, as well as a means of attaching the finishes r to the wall. J External dimensions of the basic unit are nominally 48" in length by 16" in height, and r ' with each of the two 2.75" thick EPS panels spaced to provide a concrete core thickness of 4 ", 6.25 ", 8" or 10 ". A wide variety of special units and accessories, including corners, halves, transitions and ledges permit the system to be adapted to many different situations. J l7 USAGE AND LIMITATIONS: Z r • J Logix walls are intended to be used both above and below grade, and can carry large vertical as well as lateral loads. They are particularly effective for residential and light w r commercial and industrial buildings; providing excellent insulation as well as thermal mass Z ` and structural strength. They can be easily adapted to accommodate concrete floors and — other "non- standard" building systems. . J Z Construction must be in conformance with the Logix Product Manual, including w r assembly of formwork, bracing, accurate rebar positioning, concrete mix design & placement, • and details for interconnection with the other building components. , ` The interior face of panels must be protected from fire on the inside for above- grade installations, the exterior face shall be protected from weathering. For below -grade r , installations, a membrane or damp - proofing compatible EPS must be provided, and the ` backfill must be placed against the wall without damaging the damp - proofing, and must be well drained. r , L ✓ , ✓ J r J r • www.logixicf.com r Good. 00d. Solid. Logix. 6 -4 B OG IX - NSUTATED CONCRETE FORMS ✓ t Rev. Dec 01/05 L J I 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ CONTINUED L STRUCTURAL DESIGN AND PERFORMANCE: L • ✓ The Logix Building System can be used for an infinite variety of building situations • • with proper engineering. This report, with its load tables and diagrams, is intended to assist with the structural design of the more common situations encountered in residential construction, using the Logix system for the basement only, or continuing to a second floor and /or roof. Where unusual conditions are encountered, it is recommended that the user ▪ 1 consult a designer who can evaluate the loadings to the various components and who can L A appreciate the limitations of "prescriptive" design under unusual conditions. Connection details have generally been excluded from this report because of the great variety of floor • ` and roof systems that can be used with the Logix wall system. The designer should refer to L. Al the Logix Product Manual and the literature for the various proprietary products that are available for connections, which are an important part of the total design. r Basement Walls: r Tables 1A, 1B and 1C provide vertical reinforcement for 6.25 ", 8" and 10" basement z walls of various heights and backfill conditions. The walls are intended to conform generally r to Figure 1, 1A, or 2. The tables were made to be applicable whether the walls above • • cc the main floor are a continuation of the Logix System or are wood frame or some other r • 11' system, and with or without masonry veneer or concrete floors. Design is based upon the "' requirements of ACI 318 -02. z ' Basement wall vertical reinforcement requirements are governed primarily by lateral ` loads from the backfill soil. To account for the slenderness of the walls, the design moment ✓ W from the soil pressure were increased by an amplification factor which is a function of the L , vertical load and of the wall height and stiffness. For the range of loads that are routinely encountered, this factor is quite small, so the tables were simply computed on the basis of ' a vertical load which is at the high end of what is probable. For the 8" and 10" wall, the factored vertical load of 6851bs /in. (8kips /ft) corresponds to supporting 2 stories of 6.25" Logix wall, complete with masonry veneer, as well as a 40' span of roof (60psf total load) • • and 2 levels of 20' span concrete floors. The factored vertical load of 5141bs /in. (6kips /ft) for the 6.25" basement wall assumes slightly shorter roof and floor spans and 4" thick Logix block for the second storey. A 1" eccentricity was assumed for the vertical load at the top of the wall in order to allow for such things as changes in wall thickness between stories, masonry veneer, and various connection details with the joists and trusses. Relevant equivalent backfill density depends upon soil type and drainage conditions, with the 30pcf ■ corresponding to a well drained granular soil (sand or gravel), and the 60pcf corresponding ✓ 1 to a heavier and finer grained soil (clay) that is still drained. The notes for the Tables call L • for increasing reinforcement slightly in the cases of soil surcharge from vehicles or extra eccentricity. ✓ 1 L / ✓ 1 www.logixicf.com ` - LOG IX Good. Solid. Logix. 6 — 5 I l i iNSULATEO CONCRETE FORMS ✓ 1 L . Rev. Dec 01/05 r PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT r • 1 For a few cases, involving 6.25" walls at higher wall heights and larger lateral pressures, the recommended reinforcement is controlled by the 1/180 deflection criteria. In consideration of the long term nature of the lateral soil pressure, the moment of inertia of z the wall was computed on the basis of a cracked section. ✓ , The horizontal reinforcement is provided to control concrete shrinkage and temperature cracking, for load distribution, and to position the vertical reinforcement. Positioning the vertical reinforcement requires a minimum of 1 - #4 at 32" spacing, which r provides an area of steel that is roughly equivalent to what is used in common practice • J for conventional cast -in -place concrete foundation walls. Considering that the concrete of a Logix wall is protected from temperature extremes, this amount of horizontal steel is considered adequate, even though somewhat less than the usual, but non - mandatory recommendations of ACI -318. r ` Above Grade Walls: Table 2 provides vertical reinforcement for above grade exterior walls for most conditions that are likely to be encountered in one and two storey residential construction r in the United States. The reference wind speeds correspond to those normally referenced cc , A in local building codes, and are converted to design pressures in accordance with Table 4.1 of "Prescriptive Method for Insulating Concrete Forms in Residential Construction ". u, r z Since Table 2 applies to more slender walls than Table 1, slenderness and vertical — r loads are slightly more of a factor, and therefore reinforcement is shown for various different vertical axial loads. The factored axial load of 1711bs /in. (2kips /ft), for the 4" wall, z is typical of a roof load only (40' span and 60psf). The 257Ibs /in. (3kips /ft) is typical of a "' roof plus a wood frame 2nd floor and 2nd storey wall, and the 3431bs /in. (4kips /ft) load is typical of a roof plus a concrete 2nd storey and 2nd storey wall. Loads for the 6.25" wall are slightly more than for the 4" to allow for the extra weight of concrete. Wall heights up to 16' are considered in order to facilitate the design of the tall walls often encountered in "great rooms ". For the 8" wall, slenderness effects are relatively less important than for r the thinner walls, so a factored axial load of 685Ibs /in. (8kips /ft) was allowed for in order to cover most foreseeable situations, including even the loads from a roof, 2 concrete floors, r and full height ICF wall with masonry veneer, such as could be imposed upon the exposed wall of a walkout basement. ✓ , Tables 3A, 3B, 3C and 3D, along with Figure 7, show the required reinforcement for 4. common lintels over windows and doors. These tables provide the bottom (tension) steel requirements, as well as the extent of stirrup reinforcement for a range of uniform factored r loads. r www.logixicf.com • r Good. Solid. Logix. 6-6 L OG IX NSULATED CONCRETE FORMS Rev. Dec 01/05 L I' 1 L. J PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ 1 l f FIGURE 1 - LOGIX FOUNDATION WALL ✓ 1 l J O. ✓ '1 =� L / P. ✓ 1 L J I {Anchor bolt t ✓ I Finished grade ► � i \ 6 w i A Place horizontal rebar r • + + + + + + / in top course. See Note 2 A +. +. + +4+ 0 ir , Og + • g r ` 0 0 LOGIX Toper Top ■ J �refJ . ♦ L.9 � � /Aid NOTES: r ■ i ron orizontal reinforcement I ®s See Note 1 1. Figure 1 illustrates general wall cc iqiO4 reinforcement layout. See Tables r 1A, 1B, 1C & 2 for further ✓ 1 LJJ .t vertical wall reinforcement details. LJ � . l .. - Z s d o 2. The following lists the e See Note 3 00 3 recommended horizontal rebar size t c and spacing: • 1 01114 LOGIX Standard Forms 4 • °- ABOVE GRADE WALLS - Horizontal ` I a Rebar Z = I I o Wall Thickness, in. Recommended Bar , % E` (mm) Size 8 Horizontal ✓ 1 W m Spacing • .4 � I.11l1Z. .l #4 o/c (10M ®ti 4" (102mm) @813mm o /c) Vertical reinforcement ✓ 1 See Note 1 #4 @ 32" o/c (10M 6.25" (159mm) @813mm o /c) I. I 4 ® ® iP i i ' % 8" (203mm) #4 @ 16" o/c (10M @406mm o /c) ✓ 1 10 e L J T gille BELOW GRADE WALLS - Horizontal Rebar I � Place horizontal rebar Recommended Bar ® in bottom course. Wall Thickness, in. Size 8 Horizontal .- ., o See Note 2 (mm) Spacin 9 l • 6. (203mm), mm), 1 (159mm), 8" #4 @ 32" o/c (10M o 10 ( 5" (159 , 10" y ~ (254mm) @813mm o /c) r.I', In addition to the above horizontal L A � � r �� '. n °'. '! horizontal rebar placed , one \ `k • 0 8 ° o o ° ° o'b ° o > in the top and bottom course, ✓ 1 d - ° ° ° ° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°O Footing ° ° o °o °o °o °o° ° O ° ° ° O ° ° ° o - o -o 3. For 6.25" (159mm), 8" (203mm) reinforcement, y \.Y \� 000000 ° and 10" (254mm) LOGIX forms, as per specs \f / \ Y \� v /jY \� \�/ /\ .4 / /\4 / /� / e° °° as per Tables 1A to 1C, d = ✓ 1 i \\.7 \.ix; 4.25" (108mm), 6" (152mm) and 8" (203mm) respectively. I.. .4 ✓ 1 www.logixicf.com Good. Solid. Logix. s -7 B OG IX NSVlATEOCONCRETE FORMS l A Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT • ' ✓ ■ ` N FIGURE 1A - CRAWLSPACE REINFORCEMENT REQUIREMENT ✓ 1 L 4 ✓ ■ k ■ ✓ 1 L . ✓ ■ Anchor bolt, as per specs L I ' r • 1 L F 154 y H orizontal reinforcement - 1- + + I U ' li (see Notes) • + + d + + + LOGIX Ta per To + flovIro.6p10 p Top r • See Note 1 + + l7 a . + Vertical reinforcement .. _4 la p , re (see Notes) Z I cn � i � � t w L LOGIX forms r 1 47. r. o. 3 w a . m "' P r • 0 W v a / o � � 611101 Z x ` / 0 �� � V r I • Footing . \ � i\ A / \ /\ /\ , a , reinforcement, c d NOTES: r • as per specs d0' G • / � \ /�\ /�\/�\/�\/�A , 1 6.25" (159m ) GOGIX wall: waill: d 2 5 4.25 4 ( 8mm) a , 8" (203mm) LOGIX wall: d = 6" (152mm) r 1 10" (254mm) LOGIX wall: d = 8" (203mm) a 4 2. Min. vertical rebar, use #40 max. 48" on centre (10M(41220mm) for 60ksi steel ( #4W32" for 40ksi r steel) for the following conditions (applicable to all LOGIX wall sizes): a / Wall height: <= 4' -10" (1473mm) Equivalent fluid density: <= 75pcf (12kN /m (w/ no surcharge) r 1 L ■ 3. Horizontal rebar (applicable to all LOGIX wall sizes): #4032" on center, max. spacing (10M ©813mm). Provide one addition #4 (10M) horizontal rebar in r 1 bottom and top course. a • www.logixicf.com r • • Good. Solid. Logix. 6-8 OG IX a NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 a / r PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ 1 FIGURE 2 - LOGIX WALL SECTION ✓ , . ''I 21 1110 1 2" x 8" plate a �� • 4 c/w sill gasket t & anchor bolt, "4 ,02 ,- 1/2" [13mm] drywall r . as per specs o l i 6, ✓ , 4" LOGIX form IO;; i ubflooring • '� ~ "� 'im joist Wall reinforcement IA (see Notes) sAato: '�l1I� loor joist r . LOGIX Transition r ®��- form Stirrup zy Z gpl�s � B °� I rented 2x3 sill c/w LOGIX 6.25 ' counter sunk anchor . . Transition For o�' bolts, as per specs w S ° 1 I q ___________ w Finished grad- # loor joist 6. Z hanger • - 4 Aki . 1 LOGIX Brick Ledge � �ill■ Z stirru. <s rt, ----- .. - --_ ✓ , w LOGIX Brick Ledge for . MHO E Anchor bolt Waterproofin. Filter fabric it oncrete floor L (optional) � � I ° . . ! 3/4" (19mm) �I ,sS • ` crushed stop - ° 000a° 2 . ° illi / 'ice • . over pipe %oo.o ° ° ° ogog. :. :: :: :, *, ° ° °000 A. '!�!(!<! ! , . . . 4" (102mm) perforated Compacted soil • . drain tile Footing & footing ndisturbed soil . . reinforcement, or bedrock as per spec NOTES: F See Tables 1A, 1B, 1C and 2 for reinforcement details. . . ✓ , www.logixicf.com e • ' Good. Solid. Logix. 6 -9 I OG IX NSULATEO CONCRETE FORMS F 1 • A Rev. Dec 01/05 r PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT BELOW GRADE WALLS r , TABLE 1A - MINIMUM VERTICAL REINFORCEMENT FOR 6.25" BASEMENT WALL Based on 40ksi reinf. steel " Maximum Maximum Bar Spacing (in.) 1. A Height of Unbalanced Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Basement Backfill Height Density 30pcf Density 45pcf Density 60pcf Density 75pcf Wall (ft.) (ft.) r 8 4 32 32 32 32 32 32 32 32 20 32 32 32 16 32 32 32 5 24 32 32 32 16 32 32 32 12 20 32 32 10 16 24 32 6 16 32 32 32 10 20 32 32 8 16 20 32 -- 10 16 24 7 10 20 32 32 8 12 20 32 - 10 16 20 -- 8 12 16 r 8 8 16 26 32 -- 10 16 20 - 8 12 16 _ - -- 10 12 9 4 32 32 32 32 24 32 32 32 20 32 32 32 16 32 32 32 4. A 5 24 32 32 32 16 32 32 32 10 20 32 32 8 16 24 32 6 16 24 32 32 10 16 24 32 8 12 20 32 - 10 16 20 7 10 20 32 32 - 12 20 24 -- 8 16 20 - 8 10 16 r 8 8 16 20 32 - 8 16 20 - -- 10 16 - - 8 10 h. 9 - 10 16 24 -- 8 10 16 -- -- 8 10 - - 10 4 32 32 32 32 24 32 32 32 20 32 32 32 16 32 32 32 5 20 32 32 32 16 24 32 32 10 20 32 32 8 16 24 32 • • 6 12 24 32 32 8 16 24 32 -- 12 20 24 -- 10 16 20 • 7 10 16 24 32 -- 10 16 24 -- 8 12 16 -- -- 10 16 8 8 12 20 32 -- 8 12 16 -- -- 10 12 -- -- -- 9 -- 10 16 20 - - 10 16 -- r 12 4 32 32 32 32 24 32 32 32 16 32 32 32 16 24 32 32 ` 5 20 32 32 32 12 24 32 32 10 16 32 32 8 16 20 32 6 12 20 32 32 8 16 24 32 -- 10 16 24 -- 8 12 20 7 8 16 24 32 -- 10 16 20 -- 8 13 16 - - 8 12 r 8 -- 10 16 24 - 8 10 16 - - -- 8 -- - - 117 i 9 -- 8 12 16 - 8 - - - - - -- 11 - - - - -- - - - r , 12 - -- -- - - - -- - - - - - • .4 #3 #4 #5 #6 #3 #4 #5 #6 #3 #4 #5 #6 #3 #4 #5 #6 Notes: W 1. Where spaces have been left blank, the corresponding bar size is r presumed to be less economical and /or practical than that shown. W Spacing should not exceed 4' -0" regardless of bar size. Where a L. A choice of bar sizes is given, smaller bars (at closer spacing) will Z generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns < 40R. roof span — r with the ICF ties. 2. Reinforcing is Gr. 40ksi. Concrete strength = 3000 psi. 4" Logo well L. ' 3. Concrete thickness = 6.25 ", with an effective depth, d (outer face of Z concrete to bar centerline) = 4.25 ". Top of wall is laterally supported by the floor system. For general conformity of rebar Masonry r placement, including horizontal rebar, see Figure. 1, Figure. 1A or veneer Figure. 2. • .4 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection 16t coon. floor span factor of 3. Wind load = 30psf above grade. No soil surcharge. Applicable to all seismic zones in Canada. r 5. At windows (5-0" max. width & space between greater than width) add interrupted inner steel (#4 min.) plus outer #4 to jambs for full 6.25" Logix wall ♦ i storey height. Provide #5 min below windows and extend 2' -0" beyond opening. Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. • 6. Table 1A is based on a factored vertical load less than 6kips /ft., which is typical of a 2 storey brick veneer with 16" concrete floor 16ft. conc. floor span L A spans, & minimal eccentricity (see Figure 3). Please note: height Backfill & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided i the total factored load does not exceed 6kipslft. If ledge supports 6.25" Logix basement well brick veneer with wood frame walls above main floor, use rebar for ` 1' -0" higher backfill to allow for extra eccentricity. 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. " • 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout basements, and active seismic areas. Figure 3: Assumed typical flooring, wall & roof for Table 1A 9. For light vehicles parked near the wall, use reinforcement Height & thickness of above - grade walls, floor & roof spans, corresponding with 1' -0" higher backfill. including materials (ie, wood frame, concrete or cladding) can r • 10. Soil density is often referred to as "equivalent fluid density ", and is vary provided the total factored load does not exceed 6kips /ft. the density of a liquid which would exert an equivalent horizontal load on a wall. The actual soil density is generally greater - ranging between 90 & 120pcf. 11. Reber spacing is based on 40ksi reinforcing steel. For spacing based on 60ksi reinforcing steel multiply spacings in Table 1A by 1.5. r • a wwvv.logixicf.com • r Good. Solid. Logix. 6 -1 0 , O G I X '- NSULATEO CONCRETE FORMS Rev. Dec 01/05 • • . PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT TABLE 113 - MINIMUM VERTICAL REINFORCEMENT FOR 8" BASEMENT WALL Based on 40ksi reinf. steel " r 6, • Maximum Maximum - Bar Spacing (in.) Height of Unbalanced Basement Backf0l Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Wall (ft.) Height (ft) Density 30pcf 70 Density 45pcf 1° Density 60pcf 1° Density 75pcf 1° 8 4 32 48 48 48 32 48 48 48 24 48 48 48 24 40 48 48 • 5 32 48 48 48 24 40 48 48 16 32 48 48 12 24 40 48 • A 6 24 40 48 48 16 24 48 48 12 20 32 48 8 16 24 40 7 16 32 48 48 12 20 32 48 8 16 24 32 6 12 20 24 8 12 24 40 48 8 16 24 32 6 12 20 24 -- 8 16 20 I 9 4 32 48 48 48 32 48 48 48 24 48 48 48 20 40 48 48 • A 5 24 48 48 48 20 40 48 48 16 24 48 48 12 24 40 48 6 20 40 48 48 12 24 40 48 8 20 32 40 8 16 24 32 I 1 7 16 24 48 48 8 20 32 40 8 12 24 32 6 12 16 24 8 12 20 32 48 8 12 24 32 6 8 16 24 — 8 12 20 9 8 16 24 40 6 12 16 24 -- 8 12 20 -- 6 8 16 10 4 32 48 48 48 24 48 48 48 20 40 48 48 20 32 48 48 r • 5 24 48 48 48 20 32 48 48 12 24 40 48 12 20 32 48 6. • 6 20 32 48 48 12 24 32 48 8 16 24 40 8 12 24 32 7 12 24 40 48 8 16 24 40 6 12 20 24 6 8 16 24 8 8 20 32 40 6 12 20 24 -- 8 16 20 — 8 12 16 I 9 8 16 24 32 6 8 16 24 -- 8 12 16 — 6 8 12 • l7 10 6 12 20 24 -- 8 12 16 -- 6 8 12 — -- -- -- Z 12 4 24 48 48 48 20 40 48 48 16 32 48 48 16 24 40 48 ✓ 5 20 32 48 48 16 24 40 48 12 24 32 48 8 20 24 40 6 16 24 40 48 8 20 32 40 8 16 24 32 6 12 20 24 • CC 7 12 20 32 48 8 12 24 32 6 12 16 24 -- 8 12 20 1.1.1 8 8 16 24 32 6 8 16 24 -- 8 12 16 — 6 8 12 ✓ \ 9 6 12 20 24 -- 8 12 20 -- 6 8 12 — — -- -- 10 6 8 16 24 -- 6 8 16 -- -- — -- — — -- -- Z 11 -- 8 12 20 -- 6 8 12 -- -- -- -- -- — -- -- 12 — 6 8 16 -- — — -- -- -- -- -- -- -- -- -- ✓ ` V , 14 4 20 40 48 48 16 32 48 48 16 24 40 48 12 24 40 48 5 16 32 48 48 12 24 32 48 8 20 32 40 8 16 24 32 Z 6 12 24 32 48 8 16 24 40 8 12 20 32 6 12 16 24 ✓ \ W 7 8 16 24 40 6 12 20 24 -- 8 16 20 -- 8 12 16 8 8 12 20 32 -- 8 16 20 -- 6 12 16 — 6 8 12 • • 9 6 8 16 24 -- 8 12 16 -- 6 8 12 -- -- -- -- 10 -- 8 12 20 -- 6 8 12 -- -- — -- -- -- -- -- ✓ \ 11 6 12 16 — • 12 6 8 12 — 16 4 16 32 48 48 12 24 40 48 12 24 32 48 12 20 32 48 . • 5 12 24 40 48 8 20 32 40 8 16 24 32 8 12 24 32 6 8 20 32 40 8 16 24 32 6 12 20 24 — 8 16 20 I 7 8 16 24 32 6 12 16 24 -- 8 12 20 -- 6 12 16 • 8 6 12 20 24 -- 8 12 20 -- 6 8 12 -- -- 8 12 1. ' 9 -- 8 16 20 -- 6 8 12 -- 8 8 10 -- 8 12 16 -- 8 12 -- - -- -- -- -- ✓ \ 11 6 8 12 — 12 • ` 15 -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- • i #3 #4 #5 #6 #3 #4 #5 #6 #3 #4 #5 #6 _ #3 #4 #5 #6 r . Bar Size • i I www.logixicf.com • • Good. Solid. Logix. 6 —1 1 J OGIX " NSULATED CONCRETE FORMS I • . Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT • J • I TABLE 1 B - MINIMUM VERTICAL REINFORCEMENT FOR 8" BASEMENT WALL CONTINUED • • Based on 40ksi reinf. steel tt ✓ � Notes (refer to Table 1B): • J 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and /or practical than that shown. Alternatively, consult with a local engineer to determine if a practical bar size r is possible based on local load conditions. Spacing should not exceed 4' -0" regardless of bar size. Spacing • should not exceed 4' -0" regardless of bar size. Where a choice of bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. r 2. Reinforcing is Gr. 40ksi. Concrete strength = 3000 psi. • J 3. Concrete thickness = 8 ", with an effective depth, d (outer face of concrete to bar centerline) = 6 ". Top r of wall is laterally supported by the floor system. For general conformity of rebar placement, including • horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 30psf above grade. r No soil surcharge. Applicable to all seismic zones in the U.S. • J 5. At windows (5' -0" max. width & space between greater than width) add interrupted inner steel ( #5 min.) plus outer #5 to jambs for full storey height. Provide 2 - #5 min below windows and extend 2' -0" beyond opening. r Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. • 6. .Table 1B is based on factored vertical load less than 8kips /ft., which is typical of 2 storey brick veneer with 20' -0" concrete floor spans, & minimal eccentricity (see Figure 4). Please note: height & thickness of above- r grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided J the total factored load does not exceed 8kips /ft. If ledge supports brick veneer with wood frame walls above main floor, use rebar for 1' -0" higher backfill to allow for extra eccentricity. Z r 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. - L • 8. Carefully consider floor /wall connection details for W lateral loads, especially with higher backfills, walkout r basements, and active seismic areas. w < 40ft roof span Z .4 9. For light vehicles parked near the wall, use reinforcement corresponding with 1' -0" higher backfill. — r 4" Logix wall ' ^ 10. Soil density is often referred to as "equivalent fluid ` J density ", and is the density of a liquid which would Mason exert an equivalent horizontal load on a wall. The veneer W • I actual soil density is generally greater - ranging • • between 90 & 120 cf. > p 16ft conc. Floor span 11. Rebar spacing is based on 40ksi reinforcing steel. For spacing based on 60ksi reinforcing steel multiply spacings in Table 1B by 1.5. 6.25" Logix wall ` J r • .\\ 16ft. conc. floor span Backfill ✓ I . J 6.25' Logix basement wall ✓ I • J Figure 4: Assumed typical flooring, wall & roof for Table 1B r Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, • J concrete or cladding) can vary provided the total factored load does not exceed 8kips /ft. r • A www.logixicf.com r Good. Solid. Logix. 6 -1 2 OC7 IX • • NSULATED CONCRETE FORMS r Rev. Dec 01/05 • J LO 0 et �0 0 O t a a a d N a a a M N N a a a M N m N a a a N N m N m ' a 1 0 N O N m m m 1 q.a m N O N m m I, , 4 4 N N N N m i0 1, I V (N'7 N O N m m • l, � � „ 1 ■ u a m, rr r r rr rr r �E p UJ m o > CC J Q 5 03 c0 0 N a a a N N a a M 71' O N V V M N O N m a CO 0 a N N N m m m V ( N O N m m m , 1 a m N N m m , i i M N N N m m f0 1 �, � � � 1 M N O N m m 1, �,,,, l l, i a W n rr rr r rr r r r rr a Oz un 7 Q' C a M N rr O N a c Nrr ON ,0 V N N N m m m a N Nm 1 I I M N O m m m 1 � � � 1 N N N m m I, I, i �, l N m N m m i i, i i i i O m N m O i �, l, , ,, „ 1; un H E � r(O r r r r r rr Emig z II J W 2 MN, „ Il(nmm: 1111 :' 1 ';1 1 1� �mml,1,,, „ IT Z W mmmmNmmmONammmOaammmmNaOmN mmOaO( m mNaOmN mONamN mOa 1# Q Q aaaaMaa aaMNaaaaNNraaaMNNrrmaaaNNr aCMNNrrmmi li aaMNrrmmmi 'FN 'p o m N 1'7 m m m N a m m O P'.) a m m m O a O m N m m N a m N m O a O m N m N a O N O N a m N N a O m N ., N� `/ 7 a aaaMNaaaNraaaNNrraaMNrrmmmaaNNrrmmmliaMNNrmmmil �aMNrrmmm111 MNN m'D1 # U O z W m E� CC EC oOMNO oONNNNa MNONm maMNONmmm1MNONmmmI,,INNONmmiIl„ IiN N N mmmi��� I�I N :I K m L!J O � rr rr rr r r rr W I — a c ON m M NmmmNN N mmmlN mN mOii�lN N mm 1 , „ 0" mm Nmmmi „ 1 N 1� ,,lm011:11t1 „ 11 l 1 :� ; 2 rr N r rr rr „ �, „ 0 Z Z N WW m n 2j '',E' m m m m m m m m O m m m m O N a m m m O N a O m N m m m O a a m N `,11 m m m N a O m N , m m O N a m N N m m N a O m Y , m `/ L �' M a a a a a a a a a c a a a a a M N a a a a M N N r .- a a a a N N r r m m a a a M N N r r m m m m a d a M N r r m m O a a M N N r r m m m I , # CO 0 z W V c m RI: W > ti m m CO CO N CO m m O N a m CO m N a O m CO m O N a m N N CO CO N a O m N m O N a m N N m N a O m N O N a 0 <0 N I u; O 7 a a a a a M a a a a M N a a a M N N a a a M N r r r m 1.1 M N N r r m m m m a a M N r r r m m m I „ a M N N r m m m a M N N r r D m m 1 a} X . U N .C1 W ,� Wa Y D 0 m m O a a m m N a O m m m N a m N N m O a O m N m m m O N a m N m m m N a O m N m m m ' a a m N m m m , a O m N m m :0 , ,, „ 1# M Z 7 N r r a a a N N a a M N N r a a M N r r r a a N N r r a M N r ' M N N r ' ' NNr r N N r Luc E r 'O 2 ° N N O m N N a O N N a m N a O N a m N O m N m N N N I I J m M M N r r M N N r m m M N r r m m m N N r m m m 1 i, N r r m m m I 1 1,, N r r m m i i 1, 1 i, r r m m m',, i ,,,, i r r m m; l „ I, � „ ,: 1 Q N �� � V m \ Y E, a a a a a a a a a a a a a a a a a a a a a a a a M N N a c a a a M N N d o m m N a a a a Al N N m N m O a a a a M N N m N N m m m m a a a CN'1 N N N O No m m m , i l w cc r r r O r r r r r r W c> x U m m !:°: m m m m m m m N m m m m O N a m m m O N a O m m m m m O a a O m N m O N a O m N N m O N a a m N N � O O N a O m N : N J ' P O a a a a a a a a a M a a a a a M N a a a a O N N r r a C a a N N N m co m a a a M N N r co co co O 4 a m N N r r co m ,D m l „ a a M N N r r m m m m 1 , �# Q g WM . 0 0 2 2 E C a a a a M a a a a MA a a a M N N O a a a N N m N N m a 4 M N N O N m m m m a M N N O N m m m m 1 1 i N N m N N m m m 1,, i: ■ N N N O N m m m i 1,,,1 1 , i; J Q X r r r r r r r r r r r r r TJ N N N a O N N a O m N N N a O N N m N a O m N m m m a O m N m m m 1 000\1(4,w, i m m N m m m 1 O N m m m (3C3030 r r M M N N r r M NNr r ' NN ' r r r r r - O 0 ✓ U .. Ul 7 U C 1 E N , c a mml V.mr�mmaNmhmOh °aNmhm07 Nmr-m01F.��� aNmr�mAOrNMamOaNmr-mmO��M V Nm m amcoNcomOrNMammr 'smm N 0 0 W 2 r r r 0 CC J D 2 M 0 L E" m m N r ` N - y N 0 = m 3 D N I a 3 3 N I D N 3 ✓ 1 r • r 1 r 1 r 1 r 1 • 1 r 1 • 1 r 1 r 1 r ■ r 1 • 1 r • r 1 r \ r \ r • r \ r • J L J \ J ■ A • i • A • J L J • A L J l J L J • . A • A \ J L Al L. J L A I. J • J .. J F , PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT F , TABLE 10 - MINIMUM VERTICAL REINFORCEMENT FOR 10" BASEMENT WALL CONTINUED (Based on 40ksi reinf. steel)" Notes (refer to Table 1C): r ■ 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and/ or practical than that shown. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. Spacing should not exceed 4' -0" regardless of bar size. Spacing should not exceed 4' -0" regardless of bar size. Where a choice of bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. r . 2. Reinforcing is Gr. 40ksi. Concrete strength = 3000 psi. J 3. Concrete thickness = 10 ", with an effective depth, d (outer face of concrete to bar centerline) = 8 ". Top r of wall is laterally supported by the floor system. For general conformity of rebar placement, including horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. L J 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 30psf above grade. , No soil surcharge. Applicable to all seismic zones in the U.S. . . 5. At windows (5' -0" max. width & space between greater than width) add interrupted inner steel ( #5 min.) plus outer #5 to jambs for full storey height. Provide 2 - #5 min below windows and extend 2' -0" beyond opening. , Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. 6. .Table 1C is based on factored vertical load less than 8kips /ft., which is typical of 2 storey brick veneer with 20' -0" concrete floor spans, & minimal eccentricity (see Figure 5). Please note: height & thickness of above- , grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored load does not exceed 8kips /ft. If ledge supports brick veneer with wood frame walls above l7 ` J main floor, use rebar for 1' -0" higher backfill to allow for extra eccentricity. 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. — r L J 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout W r basements, and active seismic areas. w I — -10ft roof span » Z L 9. For light vehicles parked near the wall, use reinforcement corresponding with 1' -0" higher backfill. — r '-- Logix wal 10. Soil density is often referred to as "equivalent fluid L .a density ", and is the density of a liquid which would Z exert an equivalent horizontal load on a wall. The "`"°"ry actual soil density is generally greater - ranging w between 90 & 120pcf. . . 20ft conc. floor span 11. Rebar spacing is based on 40ksi reinforcing steel. For spacing based on 60ksi reinforcing steel multiply spacings in Table 1C by 1.5. . J r L l l 20ft. conc. floor span f.xkfJ1 r • • ' — 10" Logix basement wall L I J F Figure 5: Assumed flooring, wall & roof for Table 1C. Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total r factored load does not exceed 8kips /ft. . i www.logixicf.com • I Good. Solid. Logix. 6 -14 LOG IX J NSUL4TEO CONCRETE FORMS r 1 Rev. Dec 01/05 . J ✓ 1 . J PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ , ABOVE GRADE WALLS TABLE 2 - VERTICAL REINFORCEMENT SPACING (Based on 40ksi reinf. steel) r • Table 2 - 40ksi Reinforcing Steel • J Vertical Reinforcement Spacing Above Grade Walls (US - Imperial Units) r •I 4" Wall 6.25" Wall 8" Wall 1C 13 11 13 12.13 L Wind Speed Max. Axial Wall Height (ft.) Max. Axial Wall Height (ft.) Max. Axial Wall Height (ft.) Al (mph) (kips /ft) 8 9 10 12 (kips /ft) 8 10 12 14 16 (kipslft) 8 10 12 14 16 18 20 90 2.05 24 20 16 12 3.05 32 24 20 16 10 I ` 90 3.08 24 20 16 10 3.43 32 24 20 16 10 8.22 32 24 20 16 12 10 8 I, A 90 4.10 24 20 16 10 4.45 32 24 20 16 10 100 2.05 24 20 16 10 3.05 32 20 16 12 10 ✓ ' 100 3.08 20 16 16 10 3.43 32 20 16 12 10 8.22 32 20 16 12 10 8 8 • A 100 4.10 20 16 12 10 4.45 32 16 16 12 10 110 2.05 20 16 12 8 3.05 24 16 12 10 8 F 1 110 3.08 16 16 1 8 3.43 24 16 12 10 8 8.22 24 20 16 10 8 8 6 L , 110 4.10 16 12 10 8 4.45 24 16 12 10 8 120 2.05 16 12 10 8 3.05 20 16 10 8 6 ✓ ■ 120 3.08 16 12 10 8 3.43 20 16 10 8 6 8.22 24 16 12 10 8 6 6 120 4.10 16 12 10 6 4.45 20 16 10 8 6 130 2.05 16 12 10 6 3.05 20 16 10 8 5 ✓ 1 130 3.08 16 10 10 6 3.43 20 16 10 8 5 8.22 20 16 12 8 8 6 5 • Ve 130 4.10 12 10 8 6 4.45 20 16 10 8 5 Z 140 2.05 12 10 8 5 3.05 20 16 8 6 _ 5 r • _ 140 3.08 12 10 8 5 3.43 20 16 8 6 5 8.22 20 16 10 8 6 5 5 • CC 140 _ 4.10 12 10 8 5 4.45 20 16 8 6 5 w 1 kip = 1000Ibs I 1 Notes: w Z 1. Rebar is #4 centered in wall (d = 2 ", 3 ", or 4 "; see Figure 1), fy = 40ksi, f'c = 3ksi ✓ , - 2. Wind load based on specifications as defined in ASCE 7 for Enclosed Buildings Exposure B. L.9 3. For #5, double the spacing shown, but do not exceed 48 ". For equal steel quantities, #4 will generally provide better crack Z control. ✓ , w 4. 1/240 deflection criteria, but not generally controlling, since deflection is generally taken as uncracked section. • A 5. Recommended spacing is limited to those that produce simple patterns with the ties. ✓ , 6. Controlling load combination is wind and dead load, which is taken as approximately 1 /2 the total load. The load at the top of the wall is taken as 1" eccentric. L A 7. At windows and door openings, add interrupted steel, but #5 min., to jambs for full storey height, Provide #5 min. above I and below windows, extended 24" beyond opening. • ..1 8. Minimum horizontal reinforcement shall be #4 @ 32" o.c. for 4" and 6.25" walls and #4 @ 16" o.c. for 8" walls. 9. For factored axial load, multiply actual dead loads by 1.25 and specified live loads by 1.5. r . 10. 2kips/ft = factored axial load from roof only (40 ft. span, 60psf), see Figure 6a. 3kips/ft = factored axial load from roof, L A plus 2nd storey wood floor & 2nd storey wood frame wall (see Figure 6b). 4kips/ft = factored axial load from roof, plus 2nd storey concrete floor & 2nd storey 4" concrete wall (see Figure 6c). r • 11. Factored axial loads for the 6.25" wall is slightly more than for the 4" wall (refer to Note 10) to allow for the extra weight • .. of concrete. 12. Factored axial load of Skips /ft was allowed in order to consider most foreseeable situations, including loads from a roof, 2 r • concrete floors, and full height ICF walls with masonry veneer. l A 13. Please note: height & thickness of walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored axial load does not exceed the tabulated Max Axial Loads. ✓ 14. For 60ksi rebar multiply spacing by 1.5. ✓ www.logixicf.com Good. Solid. Logix. 6 -1 5 S LOGIX" NSULATED CONCRETE FORMS ✓ , ■ , Rev. Dec 01/05 PRODUCT MANUAL J 6.1 - U.S. ENGINEERING ANALYSIS REPORT l r . FIGURE 6 - ABOVE GRADE WALLS (ref. to Table 2) / ✓ 1 l 4 ✓ 1 , J r • 2nd storey wood frame wall &Floor l A ,- r ■ l'' ■ l i <= 4Oft. roof span I 1 4" Log ix wall wall 8' 4" Logix wall 8'2' 1.. J (Loadin from roof only) hei to 12' hwall t g 8 Y g (Loading from roof, height 2nd storey wood to 1 frame wall &Floor) r • l ■ Backfill I I Backfill 0 L (a) Roof spans can vary provided the total (b) Height & thickness of walls, floor & roof spans, z factored axial load does not exceed 2kips /ft including materials (ie, wood frame, concrete or r 1 cladding) can vary provided the total factored axial — load does not exceed 3kips /ft CC L • W ✓ 1 W ■ • Z r Z L J 2nd storey 4" Logix wall Z & concrete floor W r I L J L J 4" Login wall 8' to 12' wall (Loading from roof, height r 1 2nd storey concrete wall &floor) ■ J ✓ 1 Backfill 1 I l .4 (c) Height & thickness of walls, floor & roof spans, r 1 including materials (ie, wood frame, concrete or L J cladding) can vary provided the total factored axial load does not exceed 4kips /ft I I L J Figure 6: Assumed typical flooring, wall and roof for 4" Above -grade wall shown in Table 2 (similar for 6.25" and 8" Above -grade walls; see Table 2, Note 10, 11, & 12). r • L www.logixicf.com • r • Good. Solid. Logix. 6 -1 6 I, OG IX NSULATED CONCRETE FORF,15 r • Rev. Dec 01/05 >. J r • PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ , LINTELS - UNIFORM LOADS FIGURE 7 - LOGIX LINTEL REINFORCEMENT (Figure 7 based on 40ksi reinf. steel. Figure 7 for 60ksi reinf. steel available for download at www.logixicf.com) ✓ ■ FIGURE 7 - LOGIX LINTEL REINFORCEMENT (Use with Tables 3A, 3B, 3C, & 3D) L J I q ✓ #3 /� 2-#3 r • ° ._sue 5/8" CL a Stirrups @ spacing, ° e Stirrups @ spacing, 1. 11 #6 I per � Table shows f — a E. — ` otherwise M ✓ ' .± L . 4" & 6 1/4" LINTEL 6 1/4 ", 8" & 10" LINTEL (w /1 Bottom Bar) (w /2 Bottom Bars) • Z ✓ , ..— s • CZ W r ■ -� W \ ,-- Stirrup No stirrup _ s 2' -0" Z End dist. distnce z r • Opening Z Notes: r • W 1. Reinforcing steel is 40 ksi. Concrete strength is 3000 psi. Stirrups are D9.5 wire or #3 bars, bent as shown, and conforming to ACI 318. ✓ 1 2. Shaded area of the reinforcement table requires stirrups except for the central length z. • A 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting bucks or top plate. Note that the dimension d, from the top of lintel concrete to ✓ 1 centerline of tension steel, is critical. Tension steel must extend 2' - 0" beyond the opening, and no splices are permitted. 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the concrete cross section without relying upon compression steel. ✓ 5. Deflection is limited to L/360, not considering long term effects. Long term deflection 1. ' could be twice the short-term, depending upon the nature of the load. 6. Loads are assumed to be concentric, uniform loads centered on the lintel, such as from r • roof trusses at 2' -0" spacing, and includes the self weight of the lintel. L J 7. Siesmic and wind loads are not considered. 8. Shear planes are not interrupted by embedded joists. ✓ , 9. Top of lintel is assumed to be laterally restrained. 10. Where Logix wall continues for an additional storey above the opening, the wall will generally serve as the lintel with only minimal extra reinforcement. r 11. These tables should only be used if the above load conditions are met. For other conditions consult a structural engineer. L .4 I • uvuvvv.logixicf.com • Good. Solid. Logix. 6 -1 7 � IX NSVLATED CONCRETE FORMS ✓ ■ Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT \ TABLE 3A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS L • (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 1 - #6 r . . s = 3 ", D = 8" s = 5", D = 10" Opening Factored Uniform Load (lbs/ft) Opening Factored Uniform Load (lbs/ft) ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 r - 1 5 STIRRUPS 5 N9 STIRRUPS . 6 ._ _ 6 STIRRUPS 7 -- -- -- -- 7 -- - r N 8 - _- — - 8 .. _ ..- -- 9 9 \ — -- -- 10 .. - __ -- 10 _ .. -. 12 - __ .. _. 12 __ .. -- _- -- r 14 - -- 14 -- -- -- -- -- 16 ._ -- 16 _ __ _ ._ _. _ L • 16 __ -. ._ -- -- 18 -- __ -- .. -- _- zo -- 2 ° No stirrup 66 33 22 16 13 I 1 No stirrup 87 44 9 22 1 7 • 1 disc. Z (inch) dist. Z (inch) \ J s = 7", D = 12" s = 10", D = 16" Opening Factored Uniform Load (lbs/ft) Opening Factored Uniform Load (lbs/ft) ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 r 1 NO E TIRRUPS , / MPS I t NC STIR JI'S - ST r ✓ ■ zo - 20 No stirrup No stirrup W r 1 inch 109 55 36 27 22 18 153 76 `iI 3E 31 25 dirt. (inch) dist. Z (inch) W . • s = 12 ", D =20" s =16 ", D =24" Z Opening Factored Uniform Load (lbs/ft) Opening Factored Uniform Load (lbs/ft) _ ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 I ■ 3 3 4 4 0 L • NO STIRRUPS 6 z NO STIRRUPS STIRRUPS 7 LU r 8 8 9 9 STIRRUPS • / 12 -- -- _.. t2 -- — 14 -- __ -- ._ 14 I __ .. — I , 16 .. __ _- -- 16 -- .. • J 18 ._ .. _ ._ 18 _ _ __ zn - 20 No stirrup 98 66 49 3g 3 No stirrup 120 80 60 48 40 r \ dist. Z (inch) _ dist. 2 (inch) • / s = 14 ", D = 30" Notes: Opening Factored Uniform Load (lbs/ft) ft. 400 800 1200 1600 - 2000 2400 1. Where not shown otherwise, bottom steel is 1 - #6 r 1 3 4 5 2. Table is to be read in conjunction with Figure 7. 6 7 NO STIRRUPS 3. Where spaces contain " - -" the bar is presumed to r 1 8 be less economical and /or practical. Alternatively, ■ Al 10 STIR consult with a local engineer to determine if a 12 practical bar size is possible based on local load 14 -- -- -- conditions. ' 1 16 -- _. L. / 2 -_ 4. Blank regions require no stirrups. Shaded regions No stirrup require stirrups. 1S3 102 77 tit 51 I 1 dist. Z (inch) L .4 www.logixicf.com • r 1 Good. Solid. Logix. 6 —1 8 LOG Rev. Dec 01/05 L .4 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT , , \ . TABLE 3B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) r • Where not shown otherwise, bottom steel is 1 - #6 s = 3" D =8" s =5" D =10" Opening Factored Uniform Load (lbs/ft) Opening Factored Uniform Load (Ibs /ft) ✓ 1 ft. 400 ' 800 1200 1600 2000 ' 2400 ft. 400 800 1200 1600 2000 2400 3 3 5 - 2455 5 NO STIRRUPS STIRRUPS 6 _ 2 - 55 2 -55 2-#5 6 2-55 2 -55 r \ 7 2 - #5 2-#5 -- -- 7 2 -65 2 56 2 -56 8 245 -- - -- 8 2 - #5 2 - 56 246 2 -56 ♦ J __ 9 24#6 24#6 -- -- 9 2-55 -- __ 10 -_ _ __ _- __ 10 2-65 2 -66 -- __ 12 2-#5 -- _ -- -- _- 12 _- -- r , 14 __ _- __ __ __ 14 24#5 -- -- _- l J -- 16 - __ _- __ -- 20 __ __ __ 20 - -- - ✓ 1 No stirrup No stirrup tVL 51 34 26 2U 17 dirt.Z (inch) 136 88 45 34 27 23 dist. Z (inch) l • s= 7 ",D =12" s =10 ", D =16" Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (Ibs /ft) ✓ 1 ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 3 3 l .4 4 4 5 NO S71RPU1'S 5 NO STIRRUPS ✓ '1 7 STIRFiJ? 2 - #5 6 ♦ J 8 2 - 55 2 -56 246 8 2 - 55 V 9 2 -55 2.68 2-56 - 9 STIRRUPS_ 2 - #5 2 - #6 10 2 - #5 2 - 46 -- -- 10 2 -#5 2 -56 2 -56 ✓ 1 Z 12 2 -55 - -- -- -- 12 2 - #5 2-#6 -- -- 14 2-56 -- __ __ 14 245 2 - #6 __ -- — 16 2-#5 -- -- 16 2 -66 -- IC 18 2 -#6 __ ._ __ __ -- 18 __ __ __ -- -- 20 20 2-#5 _. -- -- ✓ 1 No stirrup 171 85 57 43 34 28 Nn ct,rn,p 119 79 60 48 40 W dist. Z (inch) dist. Z (inch) L J Z s= 12 ",D =20" s =16", D =24" Opening Factored Uniform Load (Ibs /ft) Opening _ Factored Uniform Load (Ibs /ft) ✓ � ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 V 3 3 \ I 4 4 Z 6 N(i b`T1RRl PS 6 ✓ W 7 8 NO STIRRUPS \ J 9 SUMPS 2'45 9 10 2 -#5 2 - #6 10 MRRurs 2 - 45 ✓ 12 2-#5 2-#5 2 - 56 -- 12 2-55 2 - 55 2 - 46 14 2 - 55 2 -56 -- -- 14 2 - 45 2 - #6 2 - 56 - . - -- 16 2 - #5 2 -66 16 2-56 18 246 -- -- -- -- 18 2 -55 2-56 -- -- 20 2 -56 -- - - __ -- 20 2-#8 -- - _- ✓ ■ No stiir up No stirrup - 154 102 77 61 51 .) dirt. Z ( inch) 188 125 94 75 0 dist. Z (inch) _ l A s = 14 ", D = 30" Notes: Opening Factored Uniform Load (Ibs /ft) ✓ 1 ft. 400 800 1200 1600 2000 2400 1. Where not shown otherwise, bottom steel is 1 - #6 3 I. .4 - 2. Table is to be read in conjunction with Figure 7. 6 3 Where spaces contain " - -" the bar is presumed to \ A 8 �ST1�UPS be less economical and /or practical. Alternative) 9 p Alternatively, 10 - - consult with a local engineer to determine if a 12 2 -55 2 -55 practical bar size is possible based on local load r , 14 2 - 45 2-06 2-66 conditions. • 4 16 2 - 45 2 -56 2-56 -- 18 246 2-56 4. Blank regions require no stirrups. Shaded regions 20 ,., 2443 ✓ ■ No stirrup 159 119 96 80 require stirrups. dist. Z (inch) L A ✓ - www.logixicf.com • L. A Good. Solid. Logix. 6 -1 9 LOG IX L NSULATED CONCRETE FORMS L A Rev. Dec 01/05 r PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT TABLE 3C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) / Where not shown otherwise, bottom steel is 2 - #6 I • s = 3 .. p =8 s =5 D =10 Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (lbs /ft) ft. 400 800 1200 1600 2000 2400 ft. 400 ' 800 1200 1600 2000 2400 r 4 NO STIRRUi S STIRRUPS 5 NC STIRRUPS J • 6 6 8 -- 8 STIRRUPS 9 - y - ,2 -- -- - – -- 12 -- -- _ - -- I 1 14 __ _- 14 __ ._ __ _ __ 20 __ __ -_ 20 – -_ __ ._ _- _. No stirrup 130 65 43 33 26 22 No stirrup 174 87 58 44 35 29 r , dist. Z (inch) dist. Z (inch) s = 7 ", D =12" s =10 ", D =16" Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (lbs/ft) ft. 400 800 1200 , 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 r 1 3 3 — 4 4 . 4 5 NO STIRRUPS - 5 NO STIRRUPS 6 6 8 STIRRUPS a I 12 o STIRRUPS -- . - ,2 _.. Z . ■ 14 14 14 -- -- — 16 16 18 -- _ -- -- 18 -- _. -- -- CC No stirrup r 1 109 7.5 54 44 5f; No Stirrup 152 101 76 61 51 dist. Z (inch) dist. Z (inch) W . .4 s 1 2 ' , 0 2 0 ' s =16 ", D =24" z Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (Ibs /ft) — ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 ,E� 3 3 l7 . .4 4 4 5 6 NU STIRRUPS - 5 z 8 8 NO STIRRUPS w r , • .4 9 9 10 10 12 STIRRUPS __ , 14 14 STIRRUPS I • 18 18 20 20 No stirrup 13? 98 78 65 1 No stirrup r 1 11101. Z inch 60 120 96 RU (Inch) dist. Z (inch) S = 14", D = 30" Notes: Opening Factored Uniform Load (Ibs /ft) ft. 400 800 i 1200 1600 2000 2400 1. Where not shown otherwise, bottom steel is 1 - #6 r 3 4 L 5 2. Table is to be read in conjunction with Figure 7. 6 r 6 NO STIRRUPS - 3. Where spaces contain " - -r' the bar is presumed t 1 9 be less economical and /or practical. Alternatively, • ' 10 consult with a local engineer to determine if a t2 practical bar size is possible based on local load r 14 conditions. 16 - S U U PS _ a 18 20 4. Blank regions require no stirrups. Shaded regions No stirrup 152 122 102 require stirrups. r dist. Z (inch) . .4 www.logixicf.com • r , Good. Solid. Logix. 6 -2 LOGIX ' ' NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 N. • PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ■ r, . • TABLE 3D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) ✓ Where not shown otherwise, bottom steel is 2 - #6 . s= 3 ",D =8" s= 5 ",D =10" Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (Ibs /ft) / ` ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 _ 1600 2000 2400 3 3 s NO-STIRRUPS s - 6 SI IPS 6 NO STIRRUPS 7 STIRRUPS . / 8 -- -- 8 -. _ 10 • -- -- 10 -- ✓ 1 12 - -- -- '- -- 1 4 -- 14 -- -- -- -- -- -- 16 -- -- .. ,6 -- 18 -- -- -- 20 - -- -- 20 -- -- -. ✓ ■ No stirrup No stirrup 82 54 41 3.1 27 109 73 54 44 .. dist. Z (inch) - dist. Z (inch) L. / s =7 ", D= 12" s =10 ", D = 16" Opening Factored Uniform Load (lbs/ft) Opening Factored Uniform Load (Ibs /ft) F ` ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 3 3 l .4 - 4 4 I , 6 NO STIRRUFS 6 NO ST4FiRUPS 7 7 ■ • 0 6 T'T S 9 Z t0 1O STIRRUPS r . 12 - -- 12 t 4 '8 .. CC - -- - , 135 91 5 45 No stirrup 1'17 46 76 63 W dist. Z (inch) dist. Z (inch) . 4 Z s= 12 ",D =20" s= 16",D =24" Opening Factored Uniform Load (Ibs /ft) Opening Factored Uniform Load (Ibs /ft) ✓ ■ ^ ft. 400 800 1200 1600 2000 2400 ft. 400 800 1200 1600 2000 2400 , L A V 3 3 4 4 Z 5 5 • W 143 IIRRUPS 6 NO STIRRUP ■ l • 8 8 9 9 12 ZTIRRUPS -- 102 STIRRUPS 14 -- -- 14 -. L A 16 16 ✓ \ No Stlrrop Nu stirrup 123 98 82 120 100 dist. Z (inch) dist. Z (inch) L • s = 14 ", D = 30" Notes: Opening Factored Uniform Load (Ibs /ft) F ` ft. 400 800 1200 1600 2000 2400 1. Where not shown otherwise, bottom steel is 1 - #6 3 l • 4 2. Table is to be read in conjunction with Figure 7. 6 ✓ so 8 3. Where spaces contain " - -" the bar is presumed to l A 9 NO S'IRRUP% be less economical and /or practical. Alternatively, 10 consult with a local engineer to determine if a 12 practical bar size is possible based on local load r 14 conditions. l / 16 - - zo 4. Blank regions require no stirrups. Shaded regions ✓ -, No stirrup require stirrups. dist. Z (inch) . . ✓ 1 www.logixicf.com o Good. Solid. Logix. 6 — 21 J QGJ ) ( RMS / 1 L • Rev. Dec 01/05 PRODUCT MANUAL L. 6.1 - U.S. ENGINEERING ANALYSIS REPORT LINTELS - POINT LOADS , , FIGURE 8 - LOGIX LINTEL REINFORCEMENT . J (Figure 8 based on 40ksi reinf. steel. Figure 8 for 60ksi reinf. steel available for download at www.logixicf.com) r , FIGURE 8 - LOGIX LINTEL REINFORCEMENT (Use with Tables 4A, 4B, 4C, & 4D) q CONCENTRATED LOAD CONCENT • TEDLOAD , 1 � #3 243 ` ' • I 5/8" CL L. J a Stirrups @ spacing, 0 I _ p @ spacing, r s = d/2 Stirru s i s = d /2 \ J I F 1 illi #5 except #6 as per 2- #5 except where \ .4 C- �� Table. " 'Table sho otherwise . i 4" & 6 1/4" LINTEL 6 1/4 ", 8" & 10" LINTEL (w /1 Bottom Bar) (w /2 Bottom Bars) Load Range 0 . , 40% of Opening s Z , , \ J i \ W r C:11 / W 4. J Z $ 2' -0" Opening _ l7 \ w , Notes: ■ ■ 1. Reinforcing steel is 40 ksi. Concrete strength is 3000 psi. Stirrups are D9.5 wire or #3 I bars, bent as shown, and conforming to ACI 318. 2. Shaded area of the reinforcement table requires stirrups across entire span of opening. . A 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting bucks or top plate. Note that the dimension d, from the top of lintel concrete to centerline of tension r 1 steel, is critical. Tension steel must extend 2' -0" beyond the opening, and no splices are \ permitted. 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the r . concrete cross section without relying upon compression steel. 5. Deflection is limited to L /360, not considering long term effects. Long term deflection could be J twice the short-term, depending upon the nature of the load. 6. Loads are assumed to be concentric, concentrated loads located within a range of 40% of r opening, centered on the opening. . , 7. Total specified load is assumed to be 80% live load, 20% dead load. 8. Siesmic and wind loads are not considered. • , 9. Shear planes are not interrupted by embedded joists. a J 10. Top of lintel is assumed to be laterally restrained. 11. These tables should only be used if the above load conditions are met. For other conditions consult a structural engineer. www.logixicf.com • , 1 Good. Solid. Logix. 0 G IX Al NSULATED CONCRETE FORMS M r Rev. Dec 01/05 . .4 ✓ 1 i J PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT I 1 TABLE 4A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 1 - #5 l J S= 3 "D =8" Opening Factored Center Point Load (kips) r • (ft) 1.5 2 2.5 3 3.5 4 45 5 55 6 65 7 75 8 86 9 95 10 l J 3 1 -#6 1-#6 1-86 1-#6 -- -- -- -- -- 4 pp 1 - #6 1-#6 1 -#6 -- __ __ .- -- -- .. .._ 5 S t7 IRRu'S 1 -56 1 -66 ' 1 - #6 -- -- -- -- -- -- -. -- -- -- -- r . 6 1_ 46 1 -- I,. • 7 1-#6 1 -56 -- _- .- -- -. -- _- -- -- -- 8 1 -86 __ __ -- -- -- _. _ _ _. -- _ . _ 9 1 -66 -- -- _ -- -- -- - _ ✓ 1 10 1 -56 - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- - .4 -- -- -- -- __ . l • S = 4" D = 10" Opening Factored Center Point Load (kips) r • ft. 1.5 2 2.5 3 3 5 4 4.5 5 5.5 6 Ei 5 7 7 5 8 8 5 9 9 5 10 ■ 4 3 1 - #6 1 -#6 1-#6 1-56 4 1-#6 1 -96 1 - #6 1-86 -- __ -- __ 5 STIRRUPS 1 - #6 1 - #6 1-#6 1-#6 -- -- -- -- -- -- -- r • 6 1 - # #fi 1 - i#6 196 -- -- -- -- 7 1 - #6 1-56 1-56 -- -- -- -- -- -- -- -- -- -- l • 8 1 - 56 1-#6 __ __ -- -- -- -- __ -- -- -- Z 9 1 - #6 -- -- -- -- -- -- -- -- .. ✓ 1 10 1 -#6 1 - #6 -- -- ... -- -- -- __ 12 1 -86 _. ._ -- _ __ __ __ -- L J Ce 14 1 -n6 1-66 -- -- -- -- -- -- -- -- ._ -- -- __ -- -- __ I W __ __ __ __ __ -- __ -- -- -- -- -- __ L. A Z S= 5 "D =12" Opening Factored Center Point Load (kips) I 1 ft. 1.5 2 2.5 3 3.5 4 4.5 5 5 5 6 6 5 7 7.5 8 8.5 9 9.5 10 l J 0 3 4 1 -56 1-#6 1 - #6 1 - #6 1 -56 Z 5 1-#6 1 - #6 1 -96 1 - #6 1 - #6 -- -- r • iy 6 n 1 1 1 1 - 46 -- STI ifk.tP a _ #6 1 - #6 - -- -- -- -. - L. - J 4=1G 8 ici 1 - #6 1 -66 1 -56 . _ -_ __ .- _- __ __ 9 V7. 1-56 1-#6 1-#6 -- -- -- -- -- -- -- -- -- - __ I 1 10 56 1-#6 1 - 56 12 1 -96 1 -56 -- -- -- -_ -- __ -- -- -- -- -- -- __ l J 16 1 - 56 1 -66 -- -- -- -- -- -- -- -- • ✓ 1 18 1 -96 -- ._ -- -- -- -- -- -. _ -- .. 20 1 -86 -- -- -- -- -- -- -- . 4 S = 7" D = 16" _ Opening Factored Center Point Load kips) P 1 ft. 1.5 2 2.5 3 3 -5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 _.._ ■ 4 3 4 5 1 -66 1 -96 1 - #6 ✓ , 6 STIRRUFS 1-86 1 - #6 1 -96 1 - #6 1 - #6 1 -86 7 1 - #6 1 - #6 1 - #6 1-#6 1 - 86 -- -- l J 8 NO STIRRUPS 1- #6 1-#6 1 - #6 1 - #6 1 -#6 -- -- -- -- 9 1 - #6 1-56 1 - 56 1 - 56 - -- -- -- -- -- -- ✓ 1 10 1-#6 1-56 1 - 56 -- -- -- -- -- -- -- -- -- 12 1 -66 1-#6 1-#6 -- -- - - -- - -- -- -- -- 1 4 14 1 - #6 1-#6 16 1 -66 1 -66 - -- -- - -- -- -- -- -- - -- -- -- _ - r ■ 18 1 96 1 #6 20 1 -96 1 -96 -- _ -- -- -- - -- - i I • www.logixicf.com • l J Good. Solid. Logix. 6- 2 3 LOG I X I I.INSULATEO CONCRETE FORMS I • i J Rev. Dec 01/05 r • PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT l A TABLE 4A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED l J (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 1 - #5 I l • S = 9" D = 20" Opening Factored Center Point Load (kips) ft. 1 .5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8 5 9 9.5 10 3 l J 4 5 6 -N0 STIRRUPS STIRRUPS 1 - #6 1 - #6 1 - #6 1-#6 r • J 8 1 - #6 1 - #6 1 - #6 1 - #6 1 - #6 -- 9 1 -66 1 -66 1 -86 1 - #6 1-#6 -- -- -- 10 1 - #6 1-#6 1 - #6 1 46 1 - #6 -- -- -- -- r 1 12 1 - #6 1 - #6 1-66 1 -66 -- -- -- -- -- -- -- -- 14 1 -#6 1 - #6 1_#6 -- -_ _. ,„ __ __ _- .. _- _ J • 16 1 - #6 1 - #6 1 - #6 __ __ _ __ _ __ __ __ _ - __ _. 18 1 - #6 1 - #6 1 -66 - - -- -- -- -- -- -- -- -- -- -- -- r 1 20 1 - #6 1 - #6 1 - #6 - - -- -- - -- -- -- -- -- -- -- -- -- -- • J S= 11 "D =24" Opening Factored Center Point Load (kips) ✓ 1 ft. 1.5 2 2.5 3 3. 4 4. 5 5. 5 6 6.5 7 7.5 6 8.5 9 9.5 10 3 l 4 4 5 6 I 1 7 s NO STIRRUPS STI RRUPS 1-66 1-#6 1 .66 - 0 l A 9 1 - #6 1 - #6 1 - #6 1 - #6 1 - #6 Z 10 1 - #6 1-#6 1_ #6 1 - #6 1 -66 1 - #6 I 12 1 - #6 1 -86 1-#6 1 - #6 1-#6 -- -- - 14 1 - #6 1 - #6 1 -#6 1-66 - - -- -- -- -- -- -. -- Ce l A 16 1 -#6 1 - #6 1-#6 -- -- __ -- __ __ - - _- -- __ W 18 1 - #6 1 - #6 1 - #6 1-#6 -- -- -- -- -- -- -- -- -- -- r 1 20 1 - #6 1 - #6 1 - #6 -- -- -- -- - -- -- -- - -- -- -- LLJ • A S= 14 "D =30" Z Opening Factored Center Point Load (kips) - r 1 ft. 1 5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 6 8 5 9 9 5 10 3 L A 4 Z 5 6 _ W r 1 7 • A NO STIRRJPS STIRRUPS 1 - #6 10 1 - #6 1-#6 1 - #6 r 1 12 1 -66 1 -66 1 - #6 1 - #6 1 -66 1-66 1 -66 • A 14 1 -86 1 - #6 1 - #6 1 - #6 1 - #6 -- -- -- -- 16 1 - #6 1 - #6 1-66 1 - #6 1 - #6 - -- -- -- 18 1 - #6 1 - #6 1 - #6 1-#6 -- -- -- -- -- -- -- -- -- r 1 20 1 - #6 1 -#6 1-#6 1 - #6 I -- -- -- -- -- -- -- -- L A Notes: 1. 1kip= 1000lb r 1 I. A 2. Where not shown otherwise, bottom steel is 1 - #5 3. Table is to be read in conjunction with Figure 8. r 1 L A 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. 5. Blank regions require no stirrups. Shaded regions require stirrups. l ✓ 7 L / \ www.logixicf.com • r 1 /J� Solid. Logix. 6 2� LOG IX,., l J Good. SOIId• LOGIX• V i Il CONCRETE FORMS I 1 Rev. Dec 01/05 l A ✓ 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT ✓ 1 L A TABLE 4B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 1 - #5 L. A S= 3"D =8" Opening Factored Center Point Load (kips) ✓ 1 ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 • 2 3 1-#6 1-#6 1-#6 1 -66 1 - #6 2 - #5 2 -55 2 - 55 5 SIIRR� PS 1-#6 1-#6 1-56 2-#5 2-55 2 - 55 2 - #6 2-56 2 - 56 2_ 56 Z _ #6 2-#6 2 = #6 ✓ 1 6 r-- 1 416 1 -86 1 -86 2 - #5 2 55 2 #6 2 #6 2 86 2 46 -- -- • I 7 CC 1-#6 1 -#6 2-#5 2 -55 2 - #5 2 -56 2 -56 -- -- -- -- -- -- -- -- -- 8 V. 1 -56 2-#5 2 -55 , 2 - #6 2 - 86 2-#6 -- -- - -. -- -- - -• -- -- -- 9 1 - #6 1 -56 2 -55 2 -56 2 - #6 -- -_ _. -- _ _ -_ -- -- _ __ __ ✓ 1 10 1 - #6 2-55 2 - #5 2 - #6 -- _.. -- -- -- _ -- -- -- -- -- 12 1 - 56 2 - #5 2-#6 -- -- -_ __ -_ - __ __ -- -- _.. _. i A 14 2 -55 2 - #6 - - -- 16 2 - #5 -- -- -- - -- -- -- r 18 -- -- -- -- 20 -- -- -- - - -- • .1 _ S= 4 "D =10" Opening Factored Center Point Load (kips) ✓ ■ ft. 15 2 2.5 3 35 4 4.5 5 5.5 6 6.5 7 7.5 8 85 9 95 10 3 1 - #6 1 - 56 1 -#6 4 1 -86 1 -56 1 -56 1-#6 1 - #6 2 - 85 2 - 15 2 -55 5 STIRRUPS 1 - 56 1 -56 1 -#6 2 - #5 2 -55 2 - 55 245 2-#5 2 - #6 2 - 56 ✓ 1 6 1 -46 1 -56 1 - #0 2 -55 2 - 55 24/5 2 - 55 2 - 46 246 2 - 46 2 -86 2 - 46 7 1416 1-#6 1 - #6 2 - #5 2 - #5 2 - #5 2 - 55 2 -#6 2 46 2-#6 2-86 -- - -- -- • A l7 8 P6 P6 1 - #6 1 -86 1 -#6 2 - 55 2 - 55 2-#5 2 -#6 2 - 56 2 -46 2-#6 -- -- -- -- -- 9 Cr") 1 - #6 1 -46 2 - 55 2 - 55 2 - 56 2 -#6 2 -#6 2 -#6 -- -- -- -- -- -- ✓ 1 10 1 - #6 1 -#6 2 - 55 2 - #5 2 - #6 2 - #6 2-#6 -- -- -- -- -- -- -- -- 12 1 - #6 2 - #5 2 - #5 2 - 55 2 - #6 2 - #6 -- -- -- -- -- -- -- -- -- -- -- • iY 14 1 -86 2 - #5 2 -45 2-56 2-#6 16 1 -56 2 -45 2 - #6 2 - #6 -- -- -- -- -- -- -- -- -- -- -- -- -- W 18 2-#5 2 - 56 2-186 LU 20 2 - 55 2 -56 -- -- -- -- -- -- 1 Z S = 5" D = 12" - opening Factored Center Point Load (kips) r ' ^ ft. 1.5 2 25 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 • A V 3 Z 4 1 - 36 1 - #6 1 - #6 1 - 56 5 STIRRUPS STIRR IDS 1 - #6 1 -66 1 - #6 1 - #6 1 - #6 2 - #5 2 - #5 2 - #5 ✓ 1 W 5 T �7 nV 1 -56 1 -46 1 -56 1 - #6 2-55 2 -85 2 - 45 2 - 55 2 - #5 2 - 55 7 ki CIIRRJQS 1 - 5 6 1 - 56 1 - #6 1_ #6 2-#5 2 - #5 2 - 55 2 - #5 2-#5 2 - #6 2-#6 2 - #6 8 1 - #6 146 1 - #6 245 2 - 55 2 - #5 2 - 55 2-#6 2 - #6 2-#6 2-#6 2-#6 2-#6 9 1-56 I - #6 1 - #6 2 - #5 2-55 2 - #5 2 -116 2 -46 2 -46 2 - #6 2-#6 -- -- -- ✓ 1 10 146 1416 1 - #6 2-#5 2415 2415 2486 2-#6 2 - #6 246 -- -- -- -- 12 1 - 56 1 - #6 2 -55 2 - #5 2 - #5 2 - #6 2 - #6 2-#6 -- -- -- -- -- - -- -- • A 14 1 - #6 1 -56 2-55 2-#5 2-#6 2 - #6 2 - 56 16 1 - #6 1 - #6 2 - #5 2-55 2-#6 2 - #6 -- -- -- -- -- -- -- -- -- -- -- -- I ■ 18 1 -56 2 - #5 2 - 55 2-#6 2-#6 -- -- -- -- -- -- -- - - - 20 2 - 55 2 - #5 2 - #6 2-56 , - 1 -- -- -- -- -- -- __ _ - -- -_ -_ _. __ S = 7" D =16" Opening Factored Center Point Load (kips) I 1 ft. 1.5 2 2 5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 1 8.5 9 9.5 10 • A 3 , 4 } 6p 1� 5 STIRRUPS + 1 416 1 -46 I • 6 1 - 56 1 - #6 1 - 56 1 -56 1 -#6 1 - #6 L 7 �7/\ CTtC p11P - 1 -5 1-#6 1-#6 1 46 - 1 - #6 2 - #5 2 - #5 2 -55 S inTQ17i�ilVTal 1 -56 1 - 56 1 - #6 1 416 1 - #6 2 - #5 245 2-#5 2-#5 2 - 45 9 1 - 56 1 - 56 1 - #6 1 - #6 2 -#5 2-#5 2 - #5 2-#5 2 -45 246 2 -56 r 10 1 - 56 1 - 56 1 -56 2 - 55 2 -55 2 - 85 2 -55 2 - 55 2 - 416 246 246 2 - 46 12 1 - #6 1 -86 1 - #6 2 - #5 2 - #5 2 - #5 2 -55 2 -56 2-#6 2-#6 2-#6 24/6 -- -- L A 14 1 - 56 1 -56 1 - 56 2 - #5 2 - #5 2-55 2-45 2-#6 2 - #6 2 - #6 2-#6 -- -- -- -- -- 16 1 -#6 1-86 1 - #6 2 - #5 2 - 55 2 - #5 2 - #6 2 - 56 2 486 2 -56 -- -- -- -- -- - -- I 1 18 1 - #6 1 -#6 2 - #5 2 - #5 2 -45 2 -56 2 416 2 -#6 2 -#6 20 1 - #6 2 -55 2 - #5 2 - #5 2 46 2 - #6 246 -- -- -- -- -- -- -- -- -- -- -- 1 i / I 1 www.logixicf.com s ` A Good. Solid. Logix. 6 -2 5 OG IX NSULATEO CONCRETE FORMS ✓ 1 • A Rev. Dec 01/05 r PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT L. .4 r TABLE 4B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 1 - #5 r S= 9 "D =20" Opening Factored Center Point Load (kips) ft. 1.5 2 2 5 3 3.5 4 4 -5 5 5.5 6 8.5 7 7.5 8 8.5 9 9 -5 10 r :3 • 4 6 STIRRUPS 1 46 r 7 NO STIRRUPS 1 46 1-#6 1-46 1 -#6 • .4 8 1 -#6 1- #6 1 - #6 146 1-#6 146 1-#6 9 _ 1 -86 1 -46 1 - 46 1 46 1-46 2 - #5 245 2 45 10 1 -96 146 1 -46 1 46 1 - #6 2-45 245 2 45 2-#5 2-#5 r 1 12 1 -96 1 - #6 1 -96 146 2-#5 2-#5 2 - #5 245 245 2-46 2-#6 2-#6 14 1 - #6 1 - #6 1 - #6 2 - #5 2 45 245 2 - #5 2 -45 246 2-#6 2-#6 2-#6 2 -46 2 -#6 L J 16 1 - #6 1 46 1 46 2 -45 2-#5 2 - #5 2-#5 2 - #6 246 2 4.6 2 -#6 2 -#6 -- -- -- 18 1 46 1 - #6 1 -46 2 - 45 2 - #5 2 -45 2 -45 2 46 246 2 -46 246 2-#6 -- -- -- -- -- r - 20 1 - #6 1 -46 1 46 2 - #5 2 - #S 2-#5 2 - #6 2 - #6 2 - #6 246 2 - #6 -- -- -- -- -- -- -- • .4 S= 1 1"D =24" Opening I Factored Center Point Load (kips) ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9 5 10 r 3 \ .4 4 5 STIRRUPS 8 NO STIRRUPS , - #6 1- #6 , - #6 9 1 46 1 46 1 -46 1 -46 1 -46 1 -46 Z 10 1 - 46 1 46 1 46 1 - #6 1 46 1 46 2 - #5 r 1 12 1 - #6 1 -86 1 -96 1 46 146 2 45 2 - #5 2 - 95 2 - #5 2 -45 14 1 46 1 -86 1 - #6 1 - #6 1-#6 2 - #5 2-#5 2 - #5 2-#5 2 - #5 2 -45 2 -46 2 - #6 L J 16 1 -96 1 -96 1 -46 1 416 2-#5 2 -85 2 - #5 2 45 2 -45 246 2 - #6 2 - 46 2 - 86 2 -96 W 18 1 - 46 1 - #6 1 - 96 1 - #6 2 - 95 245 2 - #5 245 2 - #6 2-46 2 -46 246 246 246 2 - 96 -- r 1 20 1 -46 1 - #6 1 46 2 - #5 2 - #5 2 - 45 2 - #5 2 - #6 2-#6 2 - #6 2 -96 2 46 2-46 _ -- -- -- W • A S= 14 "D =30" z Opening Factored Center Point Load (kips) - • ft. 5 2 2 5 3 3.5 4 4.5 5 5 5 6 6 5 7 7 5 8 8.5 9 95 3 • .4 4 5 6 W r 1 _ NO STIRRUPS STIRRUPS 9 1 - #6 10 1 - #6 146 1 -#6 1 -46 r 12 1 - #6 1 - #6 1 -96 1 - #6 1 - #6 1 - #6 2 45 , J 14 1 - #6 1 - #6 1 46 1 - #6 1 46 2 - 45 2 -85 2 45 2 -95 2 45 16 1 46 1 - #6 1 46 1 46 1 46 245 2 - #5 2 - #5 2 - #5 2-#5 2 - #5 2 -96 18 1 - #6 1 -46 1 - #6 1 - #6 2 - #5 2 45 2-#5 2 - #5 2 45 2 - #5 2 - 46 2 - #6 2 - #6 2 - #6 r -' 20 1 -56 1 - 56 1 - #6 1 - #6 2-#5 2 -45 2 - 45 2-#5 2 - #5 2 - #6 2 - #6 2 - #6 2 - #6 246 2 - #6 2 - #6 • .4 Notes: 1. 1 kip = 1000lbs r • J 2. Where not shown otherwise, bottom steel is 1 - #5 3. Table is to be read in conjunction with Figure 8. r L • 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. r 5. Blank regions require no stirrups. Shaded regions require stirrups - r l A www.logixicf.com • Good. Solid. Logix. 6-26 • - NSULATED CONCRETE FORMS Rev. Dec 01/05 '. - PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT TABLE 4C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 2 - #5 L. S= 3 "D =8" Opening Factored Center Point Load (kips) ✓ ♦ ft. 1.5 2 2.5 3 3.5 4 4 5 5.5 6 6 5 7 7 5 8 8.5 9 9.5 10 3 ■ 4 4 2 - 56 2 -56 246 - r ■ 6 -- STIRRUPS 2 - #6 2 -#6 2 - #6 2-#6 2 - #6 2 - 56 2- 56 -- -- 7 OL 2 - #6 2-56 2 - 56 -- -- -- - -- -- -- -- 8 2 -56 2 46 2-#6 -- -- -- - -- -- -- -- -- 9 - C -- -- 246 - _ -- -- -- -- -- r ■ 10 a 2-#6 246 -- -- -- -- -- -- -- - -- -- - -- 12 2-#6 2-56 -- -- -- -- -- -- -- -- -- -- L 4 14 2-56 2 -56 -- 16 2 - 56 -- -- -- _. __ __ __ 18 2 - 56 r -- -- -- -- -- -- -- -- . -- -- -- -- -- -- r ♦ I 20 2 - 56 -- -- -- -- -- -- -- -- 1 • S = 4" D = 10" Opening Factored Center Point Load (kips) ✓ ♦ ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 l .4 3 4 5 2-#6 ✓ 1 6 p 2-#6 2 -56 2-06 2-56 2-#6 7 STIRRUPS 2 -56 2 -56 2-#6 2 -56 246 -- -- 8 NO STIRRUPS - -- -- 2 - #6 2-56 2-56 2-56 Z 9 2 - 46 2 - 56 2-#6 -- - -- -- -- -- -- ✓ 1 10 2 - #6 246 246 2-56 -- -- -- -- _ -- - -. 12 2 - 56 2 - 56 -- -- -- -- -- -- -- -- -- -- - L / ce 14 2 - 56 2 - #6 2 -#6 16 2 - #6 2 - #6 -. -- -- -- -- -- -- -- -- , -- -- LLI - r ♦ 18 2 - 56 2 - #6 -- -- -- -- -- - W 20 2 - #6 2 46 - -- -- -- -- -- -- - -- -- -- -- -- . .4 Z S = 5" D = 12" - Opening Factored Center Point Load (kips) ✓ ♦ ft. 1.5 2 - 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 ' 8 8.5 9 9.5 10 l / 3 Z 4 - - . 5 ✓ ♦ W 6 pp UPS _ L . 7 STI 2 - 56 2 -56 2-#6 8 NO STIRR1IPS 2-#6 2-56 2-56 2 - 56 2-56 2 - #6 9 2 46 2-#6 2 - #6 2 - #6 2 -56 - -# ✓ 1 10 2 6 2-56 2-#6 2-#6 2-#6 -- • -- -- -- 12 2-56 2-56 2-#6 -- -- -- -- -- -- -- -- • / 14 2 -56 2 -56 2 -#6 - -- -- -- 16 2 - 56 2 -56 2-56 -- -- -- -- -- - -- -- -- -- -- r 1 18 2-#6 2 - 56 2 - #6 -- -- -- -- _. -- - - _- -- -- -- -- __ 20 2 -56 2 - 56 2 -56 -- -- __ .. _ . J S = 7" D = 16" Opening Factored Center Point Load (kips) ✓ ■ ft. 1.5 2 . 2.5 3 3.5 4 4.5 5 5.5 h 65 7 7.5 8 8.5 9 9.5 10 l • 3 4 - 5 ✓ ♦ 6 7 NO S STIRRUPS r ■ 10 12 246 L / 14 2 46 2 -56 2 -56 2-56 16 2 - 86 2-56 2 -56 246 246 2-#6 -- 18 2-86 2-#6 2-56 2-56 2 -#6 -- • • - -- .- ✓ 1 . 20 2 - #6 _ 2-56 246 2-#6 2-#6 -- -- -- -- -- -- . / r -, www. logixicf.com • Good. Solid. Logix. 6- 2 7 LOGIX NSULATEO CONCRETE FORMS ✓ ■ L. At Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT L ✓ , TABLE 4C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) Where not shown otherwise, bottom steel is 2 - #5 • A S = 9" D = 20" Opening Factored Center Point Load (kips) ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 0 6 r 3 - ♦ 1 4 5 6 r 1 7 8 NQ SIRRUPS S I IKRUPS ♦ ' 9 10 r , 12 2 - #6 2 -56 2 -56 14 2-#6 246 246 2 - #6 246 246 4. A 16 2 - #6 2 - #6 2 -56 2-#6 2-#6 2 - #6 -- -- -- - 18 2 - #6 2 - #6 2 - #6 2 - #6 2 -56 -- -- -- -- -- - r 20 2 - 46 2 - 46 2-#6 2 - 56 2 -#6 -- -- -- -- -- -- -- -- . J S= 11 "D =24" Opening Factored Center Point Load (kips) ft. 1 5 2 2 5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 r 3 4 5 6 r 1 8 HO STIRRUPS 5`[ IRRU PS- E 9 _ z 10 r , 12 14 2 -56 2 46 2 - #6 c c 1 16 2 -56 2 -56 2 - 46 2 -56 2 -56 2 -56 W 18 2 - #6 2-46 246 2 - #6 246 2 - #6 2 - #6 -- 20 2 -56 2 - #6 2 - #6 2 - #6 2 46 2 - #6 -- -- -- -- -- W S= 14 "D =30" Z Opening Factored Center Point Load (kips) ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 B 8.5 9 9.5 10 3 1 4 Z 5 6 W r 1 8 NO STIRRUPS 1 / 9 10 r 12 4 1 16 2 - #6 2 -56 18 F 2 -56 2 -56 2 -56 2 - #6 2 -66 r 1 20 2 - #6 2 - #6 2 -46 2 - #6 2 - #6 2 - #6 2 46 246 1 I Notes: 1. /kip = 1000lb r h. 2. Where not shown otherwise, bottom steel is 2 - #5 / 3. Table is to be read in conjunction with Figure 8. r 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. r • 5. Blank regions require no stirrups. Shaded regions require stirrups. • / r L A www.logixicf.com • r Good. Solid. Logix. 6 - 2 8 OGIX 1 NSULATED CONCRETE FORMS r Rev. Dec 01/05 L / ✓ ■ l , PRODUCT MANUAL 6.1 - U.S. ENGINEERING ANALYSIS REPORT TABLE 4D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) ✓ 1 Where not shown otherwise, bottom steel is 2 - #5 ♦ J S= 3 "D =8" Opening _ Factored Center Point Load (kips) ✓ 1 ft. 1.5 2 2 5 3 3. 5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 3 • • 4 2 - #6 2-#6 5 2 -#6 2 - #6 2-#6 2-#6 2 - #6 -- ✓ 1 6 NO STIRRUPS + STIRRUPS 2 - #6 2 - #6 2 - #6 2 -96 -- -- -- -- -- 7 { 2 - #6 2 - #6 2 - #6 2 - #6 -- -- -- -- -- -- -- \ 8 f 2 -96 2 -96 2-#6 -- -- -- - -- 9 2 -#6 2 - #6 2-#6 -- -- -- -- -- -- -- -- -- - ✓ 1 18 2 - #6 2 -96 -- -- -- -- -- -- -- -- -- -- -- -- 12 2 - #6 2-#6 2 - 46 -- _- - - - - -- • • 14 2 - #6 2 - #6 -- _ __ __ _- -- -- _ __ -- -- -- 16 2 - #6 2 - #6 __ _ _ __ _. -- - __ __ -- -- -- -- -- __ 18 2 - #6 -- -- _. _. __ __ ._ -- _ ._ __ - _ _ r 1 - 20 -- -- -- -- - - - -- -- -- -- • • S= 4"D =10" Opening Factored Center Point Load (kips) r 1 ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 .. 8 8.5 9 9.5 10 • • 3 4 ✓ . 1 6 , 4 S i lKF 2 -96 2 - #6 2 - 96 2 - #6 7 H\t/ S I IRRVPS 2 -96 2 - #6 2 -96 246 2 - #6 -- -- 1 • 0 8 2 - #6 2 -#6 2 -#6 2 - #6 2 -#6 -- -- -- -- Z 9 2 - #6 2 -#6 2 -#6 2 - 96 -- -- -- -- -- -- I 1 10 2 - #6 2 - #6 2 - #6 2 - #6 -- -- -- -- -- -- -- -. 12 2 - 86 2 - #6 2 - #6 2 - #6 --- -- -- - -- -- -- -- -- -- 1 .4 et 14 2 -96 2-#6 2 - #6 -- -- -. 16 2 - #6 2 - #6 -- -- __ -- _ -- -- -_ _ 20 W 182 - #6 2 - #6- -- -- -- - _- -- r , W 2 - #6 2 - #6 -- - - - -- - -- -- -- - -- -- -- -- -- -- 1 -' Z S = 5" D = 12" - Opening Factored Center Point Load (kips) ✓ ■ ft. 1.5 2 2_5 3 3. 5 4 4.3, 5.5 B 6.5 7 7.5 8 8.5 9 9.5 11) 3 - Z 4 5 ✓ -, W 6 7 - , p� STIRRUPS tr rwPS 2 - #6 2 -#6 2-#6 l .. 8 NO STIRRUPS 2 -96 2 - #6 _ 2 - #6 2 - #6 2 - #6 9 2 -96 2 - #6 2 - #6 2 - #6 2 - #6 -- -- • 1 10 2 - #6 2 - #6 2 -96 2 - #6 2 -96 - -- -- -- -- 12 2 -96 2 - #6 2-#6 2 -#6 2 -#6 -- -- - -- -- -- -- l . 14 2 - #6 2 -#6 2-#6 -- -- -- -- -- -- -- - 16 2 - #6 2-#6 2 - #6 -- .. _ - -- -- -- -- -- -- - 18 2 - #6 2 - #6 2 -#6 -- -- -- -- -- -- -- -- -_ _ - __ -. ✓ 1 - 20 2 - #6 2 - #6 -- - -- -- -- -- - S= 7 "D =16" Opening Factored Center Point Load (kips) ✓ 1 ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7. 33.5 9 9 5 1 ■ l • 3 - 4 5 _ ✓ 1 0 • • 8 tia MOPS STIRRUPS 9 2 - #6 2 -96 10 2-#6 2 - #6 2 - #6 2-#6 ✓ 1 - 12 2 -96 2 - 96 2 - 96 2-96 2-#6 2 -#6 -- \ .4 14 2 - #6 2 - #6 2 - #6 2•86 2 - 96 -- -- -- -- -- 16 2 - #6 2 - #6 2 -96 2 - #6 -- -- -- - -- -- -- 18 2-#6 2 - #6 2 -96 2 - #6 - - -- -- -- -- -- -- - -- r 20 2 - #6 2-#6 2 - #6 -- -- -- -- -- -- -- -- -- -- -- -. • • / 1 www.logixicf.com • L A Good. Solid. Logix. 6 -29 LP FORMS ✓ 1 L. .4 Rev. Dec 01/05 PRODUCT MANUAL , 6.1 - U.S. ENGINEERING ANALYSIS REPORT r TABLE 4D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED (Based on 40ksi reinf. steel. Tables for 60ksi reinf. steel available for download at www.logixicf.com) ` A ■ Where not shown otherwise, bottom steel is 2 - #5 r l A S =9 "D= 20" Opening Factored Center Point Load (kips) ft. 1 5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 • , 3 4 a A 5 6 7 NO STIRRUPS STIRRUPS ` 10 r 12 _ 2 - #6 2 - #6 2 - #6 14 2 - #6 2 - #6 2 - #6 2 - #6 2-#6 2-#6 2 - #6 a 16 2 -66 2-#6 2 - #6 2 - #6 2 - #6 2 - #6 -- -- -- -- 18 2 - #6 2 - #6 2-#6 2-#6 2 - #6 2-#6 -- -- -- -- - -- 20 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 -- -- -- -- - -- -- -- - • a S= 11 "D =24" Opening Factored Center Point Load (kips) ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 r 3 a 4 5 6 r • 7 8 NC STIRRUPS A 9 10 r 12 14 2 - #6 2 - #6 2 - #6 2 - #6 re I 16 2-#6 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 18 2 - #6 2 - #6 2 - #6 2 -#6 2-#6 2 - #6 2 - #6 -- -- -- W r 20 2 - #6 2-#6 2 - #6 2 - #6 2 - #6 2 -#6 -- -- -- -- -- -- W . S= 14 "D =30" Z Opening Factored Center Point Load (kips)_ - ft. 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 r 1 3 - a A 4 Z 5 6 - W r 7 8 NO STIRRUPS ' 9 10 12 14 \ 16 2-#6 2 - #6 2 - #6 18 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 r • 20 2 - #6 2 - #6 2 - #6 2 - #6 2 - #6 2-#6 2 -#6 2 - #6 -- _ Notes: L 1. lkip = 1000Ib r • ■ 2. Where not shown otherwise, bottom steel is 2 - #5 ' 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, ` consult with a local engineer to determine if a practical bar size is possible based on local load conditions. r ■ 5. Blank regions require no stirrups. Shaded regions require stirrups. • • A www.logixicf.com • Good. Solid. Logix. 6 -3 0 LOG IX L. A NSULATED CONCRETE FORMS r • Rev. Dec 01/05 L F • PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC DESIGN CATEGORIES C, D1 & D2 . .4 ✓ 1 • • 6.2.1 Logix Foundation Wall Requirements 6.2.2 Logix Above Grade Wall Requirements ■ 6.2.3 Minimum Length of ICF Wall Without Openings ✓ 6.2.4 ICF Connection Requirements 6.2.4.1 ICF Foundation Wall -to- Footing Connection 6.2.4.2 Floor on ICF Wall Connection (Top- Bearing Connection) 6.2.4.3 Floor Ledger -ICF Wall Connection (Side- Bearing Connection) 6.2.4.4 Floor and Roof Diaphragm Construction 6.2.4.5 ICF Wall -to -Roof Connection ✓ 1 Tables 6.1 Floor Ledger -ICF Wall Connection Requirements 6.2 Minimum Design Values for Floor- Joist -to -Wall Anchors Required z in Seismic Design Categories C, D1 and D2 ✓ � Figures Lu u , 8 Floor on ICF Wall Connection z 9 to 12 Floor Ledger -ICF Wall Connection 13 Top Wood Sill Plate -ICF Wall System Connection l 1 ✓ W I. i r 1. J I 1. I I 1 REPRINTED WITH PERMISSION FROM "PRESCRIPTIVE METHOD FOR ICF'S IN RESIDENTIAL CONSTRUCTION" -NAHB RESEARCH CENTER INC. r www. logixicf.com ■ • 4 Good. Solid. Logix. 6— 3 1 B OG IX NSULATED CONCRETE FORMS ✓ 1 1. , Rev. Dec 01/05 • PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC L DESIGN CATEGORIES C, D1 & D2 • - r 6.2.1 Logix Foundation Wall Requirements r , Concrete foundation walls supporting above -grade ICF walls in Seismic Design Category C shall be reinforced with minimum No. 5 rebar at 24 inches (610 mm) on center (both ways) or a lesser spacing if required by Tables 1A, 1B & 1C of Section 6.1. k. • Concrete foundation walls supporting above grade ICF walls in Seismic Design r , Categories D1 and D2 shall be reinforced with minimum No. 5 rebar at a maximum ' A spacing of 18 inches (457 mm) on centre (both ways) or a lesser spacing if required by r Ai Tables 1A, 1B & 1C and the minimum concrete compressive strength shall be 3,000 psi • (20MPa). Vertical reinforcement shall be continuous with ICF above grade wall ver- r tical reinforcement. Alternatively, the reinforcement shall extend a minimum of 40 times the bar diameter, db, into the ICF above grade wall, creating a lap- splice with ' ■ the above -grade wall reinforcement or extend 24 inches (610 mm) terminating with a minimum 90 degree bend of 6 inches in length. _ r t. w 6.2.2 Logix Above -Grade Wall Reuirements w In Seismic Design Category C, the minimum vertical and horizontal reinforcement _ • shall be one No. 5 rebar at 24 inches (610 m) on center. In Seismic Design Categories LD D1 and D2, the minimum vertical and horizontal reinforcement shall be one No. 5 z W rebar at a maximum spacing of 18 inches (457 mm) on center and the minimum con- crete compressive strength shall be 3,000 psi (20MPa). For design wind pressure greater than 40 psf (2kPa) or Seismic Design • Category C or greater, all vertical wall reinforcement in the top -most ICF story shall be terminated with a 90 degree bend resulting in a minimum lap splice length or 40db 4. with the horizontal reinforcement in the intersecting wall. The radius of bends shall r , not be less than 4 inches (102 mm). ■ Exception: In lieu of bending horizontal or vertical reinforcement, separate bent reinforcement bars shall be permitted provided that the minimum lap splice with ver- , tical and horizontal wall reinforcement is not less than 40db. F 4 www.logixicf.com iX r Good. Solid. Logix. 6- 3 2 O G ' NSULATED CONCRETE FORMS r Rev. Dec 01/05 ✓ ♦ PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC ✓ DESIGN CATEGORIES C, D1 & D2 • A r ♦ N • A 6.2.3 Minimum Length of ICF Wall without Openings For Seismic Design Categories D1 and D2, the amount of solid wall length shall include only those solid wall segments that are a minimum of 48 inches (1.2 m) in length. A • A minimum of 24 inches (610 mm) of solid wall segment, extending the full height of • • each wall story, shall occur at all interior and exterior corners of exterior walls. The minimum nominal wall thickness shall be 5.5 inches (140 mm) for all wall types. I , 6.2.4 ICF CONNECTION REQUIREMENTS ✓ , 6.2.4.1 ICF Foundation Wall -to- Footing Connection Vertical reinforcement (i.e., dowels) shall be provided for all foundation walls for • buildings located in Seismic Design Categories D1 and D2 at 18 inches (457 mm) on ✓ Z center. L CC r W W 6.2.4.2 Floor on ICF Wall Connection (Top- Bearing Connection) in Seismic Design Category C, wood sill plates attached to ICF walls shall be anchored • , — ✓ with Grade A 307, 3/8 -inch (9.5 mm) diameter anchor bolts embedded a minimum of 7 inches (178 mm) and placed at a maximum spacing of 36 inches (914 mm) on center. In ✓ 1 W Seismic Design Category D1, wood sill plates attached to ICF walls shall be anchored with Grade A 307, 3/8 -inch (9.5 mm) diameter anchor bolts embedded a minimum of 7 inches (178 mm) and placed at a maximum spacing of 24 inches (610mm) on center. In ✓ , Seismic Design Category D2, wood sill plates attached to ICF walls shall be anchored with Grade A 307, 3/8 -inch (9.5 mm) diameter anchor bolts embedded a minimum of 7 • • inches (178 mm) and placed at a maximum spacing of 16 inches (406 mm) on center. The minimum edge distance from the edge of concrete to edge of anchor bolt shall be 2.5 inches (63.5 mm). r • A I , L ✓ www.logixicf.com Good. Solid. Logix. 6-33 LOG IX 1 11NSULATED CONCRETE FORMS Rev, Dec 01/05 ✓ s PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC ` ' DESIGN CATEGORIES C, D1 & D2 • L. A r A In Seismic Design Category C, each floor joist shall be attached to the sill plate ' with an 18 -gauge angle bracket using 3 - 8d common nails per leg. In Seismic Design : • Category D1, each floor joist shall be attached to the sill plate with an 18 -gauge angle J bracket using 4 - 8d common nails per leg. In Seismic Design Category D2, each floor • joist shall be attached to the sill plate with an 18 - gauge angle bracket using 6 - 8d common nails per leg. ' 6.2.4.3 Floor Ledger -ICF Wall Connection (Side- Bearing Connection) . J Wood ledger boards shall be anchored to flat ICF walls having a minimum thickness of • , 3.5 inches (89 mm) in accordance with Figure 11 or 12 and Table 6.1. Minimum wall • , thickness shall be 5.5 inches (140mm) in seismic Design Category C, D1 and D2. Additional anchorage mechanisms shall be installed at a maximum spacing of 6 I. , feet (1.8 m) on center for Seismic Design Category C and 4 feet (1.2 m) on center for z Seismic Design Categories D1 and D2. The additional anchorage mechanisms shall be — • cc attached to the ICF wall reinforcement and joist, rafters, or blocking in accordance W , with Figures 9 through 12. The blocking shall be attached to the floor or roof • sheathing in accordance with sheathing panel edge fastener spacing. Such additional anchorage shall not be accomplished by the use of toe nails or nails subject to with- • drawal nor shall such anchorage mechanisms induce tension stresses perpendicular to ,,, r • grain in ledgers or nailers. The capacity of such anchors shall result in connections capable of resisting the design values listed in Table 6.2. The diaphragm sheathing fas- r • teners applied directly to a ledger shall not be considered effective in providing the additional anchorage required by this section. 6.2.4.4 Floor and Roof Diaphragm Construction r Edge spacing of fasteners in floor and roof sheathing shall be 4 inches (102 mm) on center for Seismic Design Category D1 and 3 inches (76 mm) on center for Seismic : • J Design Category D2. In Seismic Design Category D1 and D2, all sheathing edges shall be attached to framing or blocking. Minimum sheathing fastener size shall be 0.113 ✓ '1 • • www.Iogixicf.com o X ry r • J 0G • A Good. Solid. Logix. 6-34 I NSULATED CONCRETE FORMS 1 Rev. Dec 01/05 ` ' r PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC r , DESIGN CATEGORIES C, D1 & D2 • J I • • inches (2.8 mm) in diameter with a minimum penetration of 1 -3/8 inches (35 mm) into framing members supporting the sheathing. Minimum wood structural panel thickness shall be 7/16 inch (11 mm) for roof sheathing and 23/32 inch (18 mm) for floor sheath- ' ' ing. • J I 6.2.4.5 ICF Wall -to -Roof Connection In Seismic Design Category C, wood sill plates attaching roof framing to ICF walls shall be anchored with a Grade A 307, 3/8 inch (9.5 mm) diameter anchor bolt embedded a A minimum of 7 inches (178 mm) and placed at a maximum spacing of 36 inches (914 ▪ • mm) on center. Wood sill plates attaching roof framing to (CF walls shall be anchored with a minimum Grade A 307, 3/8 inch (9.5 mm) diameter anchor bolt embedded a r minimum of 7 inches (178 mm) and placed at maximum spacing of 24 inches (609 mm) on center for Seismic Design Category D1 and a maximum spacing of 16 inches (406 • z cc mm) on center for Seismic Design Category D2. The minimum edge distance from the r • w edge of concrete to edge of anchor bolt shall be 2.5 inches (63.5 mm). In Seismic Design Category C, each rafter or truss shall be attached to the sill ✓ - plate with an 18 -gauge angle bracket using 3 - 8d common nails per leg. For all build- ` LD ings in Seismic Design Category D1, each rafter for truss shall be attached to the sill ✓ , U.1 plate with an 18 - gauge angle bracket using 4 - 8d common nails per leg. For all • • buildings in Seismic Design Category D2, each rafter or truss shall be attached to the sill plate with an 18 -gauge angle bracket using 6 - 8d common nails per leg. r • I 1 • • r • r • ✓ , L • ✓ www.logixicf.com 6. Good. Solid. Logix. 6-3 5 L OG IX NSUtATED CONCRETE FORMS ✓ 1 ` ' Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC DESIGN CATEGORIES C, D1 & D2 , , • 1 TABLE 6.1 & TABLE 6.2 ✓ , l I TABLE 6.1 FLOOR LEDGER -ICF WALL CONNECTION (SIDE - BEARING CONNECTION) REQUIREMENTS''' r ` 1. A MAXIMUM FLOOR MAXIMUM ANCHOR BOLT SPACING (inches) CLEAR SPAN STAGGERED 1/2- STAGGERED 5/8- Two 1/2 -INCH- Two 5/8 -INCH- r (feet) INCH - DIAMETER INCH - DIAMETER DIAMETER ANCHOR DIAMETER ANCHOR ANCHOR BOLTS ANCHOR BOLTS BOLTS BOLTS' 6. A 8 18 20 36 40 10 16 18 32 36 12 1 14 18 28 36 r "I 14 12 16 24 32 I. , 16 10 14 20 28 18 9 13 18 26 20 8 11 16 22 r 1 22 7 10 14 20 24 7 9 14 18 26 1 6 9 12 18 28 6 8 12 16 r 1 30 ) 5 8 10 16 32 5 7 10 14 • For S1; 1 foot = 0.3048 m; 1 inch = 25.4 mm r , 0 . 1 _ Minimum ledger board nominal depth shall be 8 inches (203 mm). The actual thickness of the ledger board shall be a minimum of 1.5 inches (38 mm). Ledger board shall be minimum No. 2 Z Grade_ r • A 2. Minimum edge distance shall be 2 inches (51 mm) for 1/2 -inch- (13 -mm -) diameter anchor CC bolts and 2.5 inches (64 mm) for 5/8 -inch- (16 -mm-) diameter anchor bolts. LL r ., 3. Interpolation is permitted between floor spans. LL A 4. Floor span corresponds to the clear span of the floor structure (i.e., joists or trusses) spanning Z between load- bearing walls or beams. — r 1 5. Anchor bolts shall extend through the ledger to the center of the flat ICF wall thickness o the 0 L center of the horizontal or vertical core thickness of the waffle -grid or screen -grid ICF wall system. Z 6. Minimum vertical clear distance between bolts shall be 1.5 inches (38 mm) for 1/2 -inch- (13- W r 1 mm -) diameter anchor bolts and 2 inches (51 mm) for 5/8 -inch- (16 -mm -) diameter anchor bolts. TABLE 6.2 r l MINIMUM DESIGN VALUES (plf) FOR FLOOR JOIST -TO -WALL ANCHORS REQUIRED IN SEISMIC DESIGN CATEGORIES C, D1, AND D2 • A WALL SEISMIC DESIGN CATEGORY r ` TYPE C I D1 D2 L 4 Flat 3.5 193 320 450 I" 1 Flat 5.5 303 502 708 4 Flat 7.5 413 685 965 Flat 9.5 523 867 1.223 For SL• 1ptf = 14.59 NM) r L. A 1. Table values are based on IBC Equation 16-63 using a tributary wall height of 11 feet (3.353 mm). Table values may be reduced for tributary wall heights less than 11 feet (3.3 m) by multiplying the table values by r X/11. where X is the tributary wall height. 2. Table values may be reduced by 30 percent to determine minimum allowable stress design values for anchors. , 1 ✓ A uw,w.logixicf.com r 1 • Good. Solid. Logix. 6-3 6 J OGIX NSULATED CONCRETE FORMS ✓ ■ Rev. Dec 01/05 ` 4 J PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC ✓ , DESIGN CATEGORIES C, D1 & D2 • J FIGURE 8 & FIGURE 9 FIGURE 8 ✓ , Light —Frame Construction Above Clip Angle at Each Joist in Seismic Design Categories C. D1 , and D2 + + ✓ , o -' Joist ,-- o + L J AWE -■111I ∎i1 Sill Plate E • Anchor Bolt as Required E ✓ t, .- -,`.' - ;�'•' 1 ICF Wall • - ,•' +: 2 Vertical Wall Reinforcement as Required 10;i ; :_, Minimum No.4 Bar (Continuous) I / Floor on ICF wall connection (top bearing connection) * Section Cut through Flat (Not permitted in Seismic Design Categories C, D1 or D2 Wall or Vertical Core of a ▪ ' Without use of Out -o -Plane Wall Anchor in Accordance Waffle— or Screen —Grid Wall with Figure 10) r 1 1. J W Z FIGURE 9 ' 5.5' S140 mm) • l7 Minimum (102 mri) ✓ ` W nimu J ; '• •. si Insulating Form 1. N 1- ; Ledger Board • Double (shown) ! 1 V ,• • ;`_ 11 ✓ or Staggered Anchor Wall Out -of -Plane Anchor Bok as Required 11 •y , _ � •. Joist in Seismic Design Categories 1 J 11 ' J �2�o =r. C, D , and D2 per Table 6.2 Lap Splice 11 � k3 _.._tiu,�._•, � 1 i + + 11 =� ✓ , as Required 11 .r._.. + + + �11i0�1i\IIl' 1. J 11 w+ ® - Joist Hanger r 11 1 ,41110. • •. ;.. ', Minimum No.4 Bar 11 _ ` • • 11 < 3.5" (42 mm) L J (Continuous) 11 • .'� ; ;;•;. ' . ' 11 11'i':;i•>.'�.;,.: '. :;�; ••' -'to ICF Wall ✓ Vertical Wall Reinforcement as Required L Floor Ledger -ICF Wall Connection (Side- Bearing Connection) • Section Cut through Flat Wall or Vertical Core of a Waffle- or Screen -Grid Wall ✓ ' . J ✓ , www.logixicf.com Good. Solid. Logix. 6 — 3 7 LOG IX 1 1.NS11 L47ED CONCRETE FORMS ✓ \ ` A Rev. Dec 01/05 ✓ , PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC • ' DESIGN CATEGORIES C, D'I & D2 r FIGURE 10 & FIGURE 11 ✓ , FIGURE 10 Minimum r ` 4' • .4 Il.s:3!: -' I 1-11 Insulating Form , 1 Double (shorn) 1 1 ; • t•. ' I. Ledger Board . • or Staggered Anchor q1 T. 7 • ..• � . '• ii Wall Out –of –Plane Anchor Bott as Required III `'i;: ,-' Joist In Seismic Design Categories 11 • ' i C. Di. and D2 per Table 8.2 r 11�/I J J La Splice a erei rc w.m.. P P 11 / i.e.-qv-se i•7 ®s��m1 MIE as Required II �" via ""^•F•=■• Minimum No.4 Bar Hill 's �v ;nrdi Joist Ha •er r , (Continuous) 11 '`.�ti •s ' tl 11 . '`sl1 ICF Wall 11 ,‘::;•. n Vertical Wall Reinforcement r ` as Required • i • Section Cut through Flat r - Wall or Vertical Core of a Waffle– or Screen –Grid Wall . A z r Floor Ledger -ICF Wall Connection (Side- Bearing Connection) — ■ .4 FIGURE 11 w r W 4 • z r , Jt Minimum J� 3.5' (89 mm) I Vertical Wall Reinforcement 0 . i as Required Z 11 • ' • ' 1• • insulating Form Double (shown)) Anchor II `^ .,,.. • .f W r . Staggered I(n i 1 Ledger Board Bore as Required :r \':'.....:Z �` ?� I : ,� Wan Out –of –Plane Anchor Mkdmum r 1 ••• Joist �• In Selrnic Design Categories 4 x 4' x 1/4' MVP. C, 0 , and 0.. per Table 8.2 r 'I 4* J. (102mm x 102mm x 5mm) r Steel Plats for each Bolt ; 1 ' • A ar.rtraser r e. L1�lw 1�/a\1 i. ,,� AC Am Joist H. r Lap Splice 11 +�' , . r• .• mil as Required c� k;•1i <3.5' (42 mm) ii • . .x4:4i5r: =11 Minimum No.4 Bar t , ;_; '''' -.11 r , (Continuous) ICF Walt • A I , • Section Cut through Flat Wall • , Floor Ledger -ICF Wall Connection (Through -bolt Connection) I 1 • . r .. A vvww.logixicf.com o rm r ' Good. Solid. Logix. 6 -3 8 J OGIX NSULATED CONCRETE FORMS r • Rev. Dec 01/05 ` ' ✓ , PRODUCT MANUAL 6.2 - REQUIREMENTS FOR SEISMIC ✓ DESIGN CATEGORIES C, D1 & D2 • J FIGURE 12 & FIGURE 13 • , FIGURE 12 ✓ ' • J Lap Splice as Required r Double (shown) 1' ' :11 Insulating Form I A or Staggered Anchor �� r„ ;'11 Board Bolt as Required ��' ':. 11 ledger ii •.r 11. ✓ " Wall Out —of —Plane Anchor , $. � . ' •: I — Joist — in Seismic Design Categories Minimum L J 4" x 4' x 1/4 _ ' 1'1�!leiliiM\w /1111! C. D and 02 per Table 8.2 (102mm x 102mm x bmm) - r.ems■inv Steel Plate for Each Boit glisawsow,Yeialm■ I to=2101011102;r401 WAIN( ill ✓ I IUfl V \1 Al . nig Joist Ha •sr Minimum No.4 Bar 11 ICF Wall (Continuous) t .,:. - 11 ✓ is S+ • a ., ' ,, yy • _; vertical Wall Reinforcement as Required r • s • Section Cut through Flat Wall l7 Floor Ledger -ICF Wall Connection (Through -bolt Connection) ✓ , z L J OC FIGURE 13 r , W J W z ✓ , — Clip Angle at Each Roof Truss In Seismic Design Z Categories C. D , and 0 r W ►� L Ught —Frame Roof ✓ , oI L J 1111_ , E ` +Z • • r E li Sill Plate E • E Il i ' ' • -•ii == 11 Anchor Bolt • J Ew a 11 .. r • 11 • 11 h • . ' ICF Wall 11 •: � k ' , •/;: • • M No.4 Bar sun. 'w' "(.'r' •1 (Continuous) Vertical Wall Reinforcement ✓ ' as Required L 4 • Section Cut through Flat Wall or Vertical Core of a ✓ , Top Wood Sill Plate -ICF Wall System Connection Waffle or Screen — Grid Wall L ✓ , L J ✓ www.logixicf.com • • J Good. Solid. Logix. 6 — 3 9 LOG IX II I NSLLATED CONCRETE FORMS ✓ , L J Rev. Dec 01/05 ✓ , PRODUCT MANUAL 6.3 — CANADIAN ENGINEERING ANALYSIS • REPORT: IMPERIAL UNITS r • .4 r ■ J LOGIX BUILDING SYSTEM ■ Engineering Analysis Report For Logix Insulated Concrete Forms r . Prepared by: Fulcrum Engineering Limited ` • 16b Rowland Crescent St. Albert, AB T8N 5B3 r Ph: (780) 458 -1550 FAX: (780) 459 -9554 • r CONTENTS: Description, Usage & Limitations, Structural Design & Performance r • • Figure 1: Logix Foundation Wall l7 Tables 1A, 1B, 10: Minimum Vertical Reinforcement Z r for 6.25 ", 8" & 10" Basement Walls Figure 1A: Crawl Space Reinforcement Requirements w r Figure 2: Logix Wall Section w Table 2: Vertical Reinforcement Spacing, Above Grade Walls — r Figure 7: Logix Lintel Reinforcement — Uniform Loads l7 ' Tables 3A, 3B, 3C & 3D: Logix Lintel Reinforcement for Z r w Uniform Loads - 4 ", 6.25 ", 8" & 10" Lintels Figure 8: Logix Lintel Reinforcement — Point Loads r Tables 4A, 4B & 4C & 4D: Logix Lintel Reinforcement for L. Point Loads - 4 ", 6.25 ", 8" & 10" Lintels r L. • • • • PERMIT TO PRACTICE ENG /N F FULCRUM ENGINEERING LIMIIED � � .NYNs � 4 o ! goy • Signature F' . Date TC. 2•QB a � � ` r H. D. KNYI SBERG • PERMIT NUMBER: P 5627 p iTi / � S ' The Association of Professional Engineers, d� �T_ I" ' ' Geologists and Geophysicists of Alberta : • • L • r .. 1. www.logixicf.com r Good. Solid. Logix. 6 -40 LOG IX k im i NSULATED CONCRETE FORMS • Rev. Dec 01/05 r L • PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS I • LOGIX INSULATED CONCRETE FORMS I , A Engineering Analysis Report DESCRIPTION: L A r • Logix Building System units are modular interlocking concrete forms consisting of L • two EPS panels interconnected with polypropylene ties that are molded into the panels at 8" horizontal spacing. The forms are dry -laid, using a running bond, and are filled with concrete to form a monolithic insulated wall. The ties provide a convenient method of holding the reinforcement in proper position, as well as a means of attaching the finishes ✓ to the wall. L / External dimensions of the basic unit are nominally 48" in length by 16" in height, and with each of the two 2.75" thick EPS panels spaced to provide a concrete core thickness of 4 ", 6.25 ", 8" or 10 ". A wide variety of special units and accessories, including corners, halves, r , z transitions and ledges permit the system to be adapted to many different situations. L I CC 11J USAGE AND LIMITATIONS: r W 16. Logix walls are intended to be used both above and below grade, and can carry large vertical as well as lateral loads. They are particularly effective for residential and light commercial and industrial buildings; providing excellent insulation as well as thermal mass z and structural strength. They can be easily adapted to accommodate concrete floors and r • w other "non- standard" building systems. L A Construction must be in conformance with the Logix Product Manual, including assembly of formwork, bracing, accurate rebar positioning, concrete mix design & placement, and details for interconnection with the other building components. ✓ 1 L The interior face of panels must be protected from fire on the inside of the building in accordance with Sentence 9.10.16.10(1) of the NBC 1995. For above -grade installations, the exterior face shall be protected with materials conforming to NBC 1995, sections 9.20, • • 9.27 and /or 9.28. r L • For below grade installations, a membrane or damp - proofing compatible with EPS must be provided in accordance with NBC 1995 9.13.1.1. Backfill must be placed against the wall without damaging the damp - proofing, and must be well drained, with a drainage system installed per the NBC. I '1 www.logixicf.com Good. Solid. Logix. 6-41 ,B OO IX NSULATED CONCRETE FORMS r Rev. Dec 01/05 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS r , ■ J N r STRUCTURAL DESIGN AND PERFORMANCE: A The Logix Building System can be used for an infinite variety of building situations r with proper engineering. This report, with its load tables and diagrams, is intended to assist with the structural design of the more common situations encountered in Canada, ▪ ■ using the Logix system for the basement only, or continuing to a second floor and /or roof. Where unusual conditions are encountered, it is recommended that the user consult a designer who can evaluate the loadings to the various components and who can appreciate r the limitations of "prescriptive" design under unusual conditions. Connection details have generally been excluded from this report because of the great variety of floor and roof systems that can be used with the Logix wall system. The designer should refer to the Logix ' Product Manual and the literature for the various proprietary products that are available • ' for connections, which are an important part of the total design. r , Basement Walls: r Tables 1A, 1B and 1C provide vertical reinforcement for 6.25 ", 8" and 10" basement l7 ' walls of various heights and backfill conditions. The walls are intended to conform generally z r to Figure 1, 1A, or 2. The tables were made to be applicable whether the walls above — • the main floor are a continuation of the Logix System or are wood frame or some other °C system, and with or without masonry veneer or concrete floors. Design is based upon the r requirements of CSA A23.3. "U z Basement wall vertical reinforcement requirements are governed primarily by lateral r loads from the backfill soil. To account for the slenderness of the walls, the design moment from the soil pressure were increased by an amplification factor which is a function of the ,,,, vertical load and of the wall height and stiffness. For the range of loads that are routinely • encountered, this factor is quite small, so the tables were simply computed on the basis of a vertical load which is at the high end of what is probable. For the 8" and 10" wall, the r factored vertical load of 68SIbs /in. (8kips /ft) corresponds to supporting 2 stories of 6.25" Logix wall, complete with masonry veneer, as well as a 40' span of roof (60psf total load) r and 2 levels of 20' span concrete floors. The factored vertical load of 514lbs /in. (6kips /ft) • .4 for the 6.25" basement wall assumes slightly shorter roof and floor spans and 4" thick Logix block for the second storey. A 1" eccentricity was assumed for the vertical load at r the top of the wall in order to allow for such things as changes in wall thickness between ' stories, masonry veneer, and various connection details with the joists and trusses. Relevant • , equivalent backfill density depends upon soil type and drainage conditions, with the 30pcf corresponding to a well drained granular soil (sand or gravel), and the 60pcf corresponding to a heavier and finer grained soil (clay) that is still drained. The notes for the Tables call r for increasing reinforcement slightly in the cases of soil surcharge from vehicles or extra • eccentricity. r L / www.logixicf.com r Good. Solid. Logix. 6 -42 LOG IX„ • • i ll im INSULATED CONCRETE FORMS r Rev. Dec 01/05 • r 1 IL A PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS For a few cases, involving 6.25" walls at higher wall heights and larger lateral pressures, the recommended reinforcement is controlled by the 1/180 deflection criteria. In consideration of the long term nature of the lateral soil pressure, the moment of inertia of the wall was computed on the basis of a cracked section. ' The horizontal reinforcement is provided to control concrete shrinkage and temperature cracking, for load distribution, and to position the vertical reinforcement. ✓ Positioning the vertical reinforcement requires a minimum of 1 -10M at 32" spacing, which provides an area of steel that is roughly equivalent to what is used in common practice for conventional cast -in -place concrete foundation walls. Considering that the concrete of a Logix wall is protected from temperature extremes, this amount of horizontal steel ` is considered adequate, even though somewhat less than the usual, but non - mandatory recommendations of CSA A 23.3. 1. J Above Grade Walls: ✓ 1 IL, 4 Table 2 provides vertical reinforcement for above grade exterior walls for most z conditions that are likely to be encountered in one and two storey residential construction in Canada. The reference wind pressures correspond to the hourly wind pressures normally found in the various Provincial Building Codes. The actual design load on the wall comes w from the reference pressure factored for exposure, building shape and the effect of gusts in accordance with Section 4.1.8 of the National Building Code of Canada, 1995 and its Commentary B. r Since Table 2 applies to more slender walls than Table 1, slenderness and vertical ✓ ,,, loads are slightly more of a factor, and therefore reinforcement is shown for various different vertical axial loads. The factored axial load of 171lbs /in. (2kips /ft), for the 4" wall, is typical of a roof load only (40' span and 60psf). The 257lbs /in. (3kips /ft) is typical of a roof plus a wood frame 2nd floor and 2nd storey wall, and the 343Ibs /in. (4kips /ft) load is h. ' typical of a roof plus a concrete 2nd storey and 2nd storey wall. Loads for the 6.25" wall r . are slightly more than for the 4" to allow for the extra weight of concrete. Wall heights up to 16' are considered in order to facilitate the design of the tall walls often encountered in "great rooms ". For the 8" wall, slenderness effects are relatively less important than for the thinner walls, so a factored axial load of 685lbs /in. (8kips /ft) was allowed for in order to - cover most foreseeable situations, including even the loads from a roof, 2 concrete floors, and full height ICF wall with masonry veneer, such as could be imposed upon the exposed wall of a walkout basement. ✓ , Tables 3A, 3B, 3C and 3D, along with Figure 7, show the required reinforcement for • . common lintels over windows and doors. These tables provide the bottom (tension) steel requirements, as well as the extent of stirrup reinforcement for a range of uniform factored loads. www.logixicf.com Good. Solid. Logix. 6-43 B OG IX NSUTATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 r PRODUCT MANUAL 6.3 — CANADIAN ENGINEERING ANALYSIS . J REPORT: IMPERIAL UNITS r FIGURE 1 - LOGIX FOUNDATION WALL r I r . J r . i Anchor bolt Finished grade >� p r11111 'a r 1. A + 0 �„Id � Place horizontal rebar sir . + + + + in top course. See Note 2 + . + . + + 001 1 i ll , 0 rko LOGIX Taper Top r • g el l ie64 610 I I � orizontal reinforcement NOTES: Z ® ® See Note 1 r 1. Figure 1 illustrates general wall 1I !1 reinforcement layout. See Tables -c 1A, 1B, 1C & 2 for further 6- vertical wall reinforcement details W i r w r 4. -c d 0 2. The following lists the i cn 'ii See Note 3 � ��� Z 3 recommended horizontal rebar size — t c and spacing: 2 L� P/ LOGIX Standard For o ABOVE GRADE WALLS - Horizontal - o Rebar c • I Y ® o Wall Thickness, in. Recommended Bar Z 0 i. ` (m m) Size & Horizontal m ® Spacing W r . 1111616. 4" (102mm} @ 32" o/c (10M A" Vertical reinforcement @813mm 0 /c) a. A See Note 1 6.25" (159mm) #4 @ 32" o/c (10M ,. @813mm 0. #4 @ 16" o/c (10M J 8" (203mm) @406mm o /c) 04Wa y BELOW GRADE WALLS - Horizontal Rebar r t. a ir Place horizontal rebar Recommended Bar J E in bottom course. Wall Thickness, in. See Note 2 (mm) Size & Horizontal a Spacing r 1 v 6.25" (159mm), 8" #4 32" o/c 10M .4 � 1 4 (203mm), 10" @613mm %. o /c) a /11 (254mm) I n ad x ��, ~ addition to the above horizontal r • o \ rebar size and spacings, one NI- lm�� a . .° . horizontal rebar should be placed .. J 0 0 0 0 0 0 0 0 0 0 0 0 in the top and bottom course. Footing 0 0 0 0 0 0 0 0 0 0 0 0 as °o°o°o °o °o°o°o °o °o °o °o °o 0°0°0 o?, 3. For 6.25" (159mm), 8" (203mm) / reinforcement, V o°o °o° and 10" (254mm) LOGIX forms, as per specs 0 0,„ re \i /�� / / �i /�j � as per Tables 1A to 1C, d = >:\� / \ r i \ �i\ A‘, 4.25" (108mm), 6" (152mm) and 8" (203mm) respectively. r . www.logixicf.com • r Good. Solid. Logix. 6-44 LOG IX . J L NSULA'!EL CONCRETE FORMS Rev. Dec 01/05 . A PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS , ■ REPORT: IMPERIAL UNITS l A FIGURE 1A - CRAWLSPACE REINFORCEMENT REQUIREMENT r ✓ e l ■ ✓ ' >.0 ■ i j r Anchor bolt, as per specs . . T 1 1 4 Horizontal reinforcement T + + + ®� (see Notes) + I' '1 +� + + + + ++ �1 LOGIX Taper Top pr di • 0 See Note 1 + + + Vertical reinforcement Z p (see Notes) re 1 I ■ W 'a> � LOGIX forms L W -c �� 1 I � o r, J = 3 Z 0 o' 0 N 0 '6 O 0 J L \ i W �' i . x i� Footing a reinforcement, 4 ' NOTES_ I as per specs g °= \ ' 1 (102mm) LOGIX wall: A / .\ / \ / \ /�/�/� , 6 25' (159mm) LOGIX wall: d 2.5" .25 ( 08mm) 8" (203mm) LOGIX wall: d = 6" (152mm) I , 10" (254mm) LOGIX wall: d = 8" (203mm) 2. Min. vertical rebar, use #40 max. 48" on centre (10M ©1220mm) for 60ksi steel ( #4 032" for 40ks steel) for the following conditions (applicable to of ✓ , LOGIX wall sizes): \ A Wall height: <= 4' -10" (1473mm) Equivalent fluid density: <= 75pcf (12kN /m (w/ no surcharge) ✓ e 3. Horizontal rebar (applicable to all LOGIX wall sizes): l A #4032" on center, max. spacing (10M ©813mm). Provide one addition #4 (10M) horizontal rebar in bottom and top course. ✓ ■ l A / ✓ , www.logixicf.com • Good. Solid. Logix. 6-4 5 J OGIX NSULATED CONCRETE FORMS Rev. Dec 01/05 r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS • REPORT: IMPERIAL UNITS r , FIGURE 2- LOGIX WALL SECTION :� I • , *SAO I1 2" x 8" plate g r , c/w sill gasket �, ,. & anchor belt, SS ,.. I / 2" [13mm] drywall as P specs 00110 r , Si; /�i4 ■ i 4" LOGIX form -stomp ubflooring . Si Wall reinforcement 114 ~ "-im joist .. (see Notes) _ — . Al loor joist a , LOGIX Transition gt M k .. form Stirrup 4 ' � ■ ` reated 2x3 sill c/w Z LOGIX 6.25" =a � r counter sunk anchor Transition For ,� u + a� s ue; bolts, as per specs cc • ' 0 ; W Finished grad- i � ha oo g r e foist Z • sit — V' , LOGIX Brick Ledge a rA o V � . • stirru• '1 1V . - - - - -- Z LOGIX Brick Ledge -reire(1�i� Anchor bolt W r for " i, � i E Waterproofin • �u' w% 0 ■ i Filter fabric ;IV 0 oncrete floor (optional) o ' 3/4" (19mm) ° ° ° ° °0 % �11 crushed stop- ° . / �� /Ii r ■ a agSg e over pipe ' °�11511 4" (102mm) r , perforated Compacted soil drain tile Footing & footing ndisturbed soil r , reinforcement, or bedrock ■ , as per spec NOTES: See Tables 1A, 1B, 1C and 2 for reinforcement details. . 1 ■ Al www.logixicf.com • II Good. Solid. Logix. 6 -46 L OG IX mq NSULATED CONCRETE FORMS r • Rev. Dec 01/05 • A r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS ✓ A BELOW GRADE WALLS • J TABLE 1A - MINIMUM VERTICAL REINFORCEMENT FOR 6.25" BASEMENT WALL • , . . Maximum Maximum Bar Spacing (in.) Height of Unbalanced Maximum Maximum Maximum Maximum ✓ , Basement Backfill Equivalent Density Equivalent Density Equivalent Density Equivalent Density Wall (ft.) Height (ft.) 30pcf 10 45pcf 10 60pcf 10 75pcf 10 8 4 48 48 48 48 48 48 48 48 48 48 48 48 5 48 48 48 48 48 48 32 48 48 24 40 48 ✓ , 6 48 48 48 32 48 48 24 32 48 16 24 40 7 32 48 48 20 32 48 16 24 32 12 20 24 L A 8 24 40 48 16 24 32 12 20 24 8 16 20 9 4 48 48 48 48 48 48 48 48 48 48 48 48 5 48 48 48 48 48 48 32 48 48 24 40 48 r . 6 40 48 48 24 40 48 20 32 48 16 24 32 L • 7 32 48 48 20 32 40 12 24 32 12 16 24 8 24 32 48 12 24 32 8 16 24 8 12 16 9 16 24 40 12 16 24 8 12 16 -- -- 6 ✓ 1 10 4 48 48 48 48 48 48 48 48 48 48 48 48 ` . 5 48 48 48 40 48 48 32 48 48 24 40 48 6 40 48 48 24 40 48 20 32 40 16 24 32 7 24 40 48 16 24 40 12 20 24 8 16 24 ✓ , 8 20 32 48 12 20 24 8 16 20 -- 6 8 9 16 24 32 8 16 24 -- 6 8 -- -- -- L • 10 12 20 24 -- 8 12 4 48 48 48 48 48 48 48 48 48 40 48 48 ✓ ., 5 48 48 48 40 48 48 24 48 48 24 32 48 6 32 48 48 24 40 48 16 24 40 12 20 32 • . ul 7 24 40 48 16 24 32 12 20 24 8 12 20 8 16 24 40 12 16 24 6 8 12 -- -- Z 9 12 20 24 6 8 12 -- - -- -- - -- ✓ ` _ 10 8 16 24 -- -- -- -- -- -- -- -- -- . • 11 — 6 8 - -- -- -- -- -- -- -- -- CC 12 -- -- -- -- -- -- -- -- -- -- -- -- w 7 10M 15M 20M I 10M 15M 20M 1 10M 15M 20M 10M 15M 20M I 1 Notes: I.N 1. Where spaces have been left blank, the corresponding bar size is L • presumed to be less economical and/ or practical and /or practical Z than that shown. Spacing should not exceed 4' -0" regardless of — bar size. Where a choice of bar sizes is given, smaller bars (at ✓ ' closer spacing) will generally provide better crack control. so < 40R. roof span ` • L9 Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. Z 2. Reinforcing is Gr. 400. Concrete strength = 3000 psi. 4 " Login w all 3. Concrete thickness = 6.25 ", with an effective depth, d (outer face of r 1 W concrete to bar centerline) = 42b Top of wall is laterally supported by the floor system. For general conformity of rebar Masonry placement, including horizontal rebar, see Figure. 1, Figure. 1A or veneer Figure. 2. , 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection 16ft. conc. floor span factor of 3. Wind load = 30psf above grade. No soil surcharge. L • Applicable to all seismic zones in Canada. 5. At windows (5' -0" max. width & space between greater than width) add interrupted inner steel (10M min.) plus outer 10M to jambs for I 6.25" Login wall ✓ full storey height. Provide 15M min below windows and extend 2'- 0" beyond opening. Where lateral support is interrupted (such as at Il. J stairwell adjacent to wall) reinforce as an opening. 6. Table 1A is based on a factored vertical load less than 6kips /ft., which is typical of a 2 storey brick veneer with 16" concrete floor 16ft. conc. floor span ✓ 1 spans, & minimal eccentricity (see Figure 3). Please note: height Ba'r'' & thickness of above -grade walls, floor & roof spans, including • .4 materials (ie, wood frame, concrete or cladding) can vary provided the total factored load does not exceed 6kips /ft. If ledge supports 6.25" Logix basement wall brick veneer with wood frame walls above main floor, use rebar for • 1 1' -0" higher backfill to allow for extra eccentricity 7. For walls with over 50% of height exposed to wind, also check . , rebar requirements for above grade walls. 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout basements, and active • 1 seismic areas. Figure 3: Assumed typical flooring, wall & roof for Table 1A 9. For light vehicles parked near the wall, use reinforcement Height & thickness of above -grade walls, floor & roof spans, . .4 corresponding with 1' -0" higher backfill. including materials (ie, wood frame, concrete or cladding) can 10. Soil density is often referred to as "equivalent fluid density ", and is vary provided the total factored load does not exceed 6kips /ft. the density of a liquid which would exert an equivalent horizontal • 1 load on a wall. The actual soil density is generally greater - ranging between 90 & 120pcf. . 4 ✓ 1 www.logixicf.com • Good. Solid. Logix. 6 -4 7 LOG IX 11 1. 0 4NSULATED CONCRETE FORMS IF , Rev. Dec 01/05 r • PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS L J REPORT: IMPERIAL UNITS , 1 ■ J TABLE 1B - MINIMUM VERTICAL REINFORCEMENT FOR 8" BASEMENT WALL . 1 Maximum Maximum Bar Spacing (in.) • ■ Height of Unbalanced Basement Backfill Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Wall (ft.) Height (ft.) Density 30pcf 70 Density 45pcf 10 Density 60pcf 10 Density 75pcf r ■ J 8 4 48 48 48 48 48 48 48 48 48 48 48 48 5 48 48 48 48 48 48 48 48 48 40 48 48 ■ 6 48 48 48 40 48 48 32 48 48 24 40 48 r 7 48 48 48 32 48 48 24 32 48 20 24 40 • i 8 32 48 48 24 40 48 16 24 40 12 20 32 9 4 48 48 48 48 48 48 48 48 48 48 48 48 5 48 48 48 48 48 48 48 48 48 40 48 48 r 1 6 48 48 48 40 48 48 32 48 48 24 40 48 L A 7 40 48 48 24 48 48 20 32 48 16 24 40 8 32 48 48 20 32 48 16 24 32 12 20 24 9 24 40 48 12 24 40 12 20 24 8 16 20 r 1 10 4 48 48 48 48 48 48 48 48 48 48 48 48 • A 5 48 48 48 48 48 48 48 48 48 32 48 48 6 48 48 48 40 48 48 24 40 48 24 32 48 7 40 48 48 24 40 48 20 32 40 16 24 32 r 1 8 24 48 48 20 32 40 12 24 32 12 16 24 9 24 32 48 16 24 32 8 16 24 8 12 20 10 16 24 40 12 20 24 8 12 20 6 10 16 12 4 48 48 48 48 48 48 48 48 48 48 48 48 r • 5 48 48 48 48 48 48 40 48 48 32 48 48 6 48 48 48 32 48 48 24 40 48 20 32 48 l.7 J 7 32 48 48 24 32 48 16 24 48 12 20 32 Z 8 24 40 48 16 24 40 12 20 40 8 16 20 r • 9 20 32 40 12 20 24 8 12 24 8 12 16 — 10 16 24 32 8 16 20 6 12 20 - 6 11 12 20 24 8 12 16 16 - 12 8 16 24 6 8 12 12 - W ✓ 1 14 4 40 48 48 40 48 48 40 48 48 24 48 48 LU 5 32 48 48 32 48 48 32 48 48 16 32 48 L ' 6 24 48 48 24 48 48 20 40 48 12 24 40 Z 7 16 32 48 16 32 40 12 32 40 8 16 24 — r • 8 12 24 48 12 24 40 12 24 32 12 20 9 12 20 40 12 20 32 8 16 24 - 10 16 ' 10 8 16 32 8 16 24 6 12 16 8 12 Z 11 6 12 24 6 12 20 12 16 - 8 Li.' r • 12 12 20 12 16 8 12 - 13 - 8 16 8 12 - 12 14 - - 12 12 8 - 16 4 32 48 48 32 48 48 32 48 48 24 48 48 • 5 32 48 48 32 48 48 24 48 48 16 32 48 r 6 20 48 48 20 40 48 16 32 40 12 24 32 • A 7 16 48 48 16 32 48 12 24 40 8 16 24 8 12 40 40 12 24 32 8 16 24 12 16 • 9 12 32 32 8 20 32 6 16 20 8 12 r 10 8 24 32 6 16 20 12 16 - 8 L 11 6 16 24 12 16 8 12 12 - 12 20 12 16 - 12 - 13 - 8 16 8 12 - 8 r • 14 8 16 12 - 15 12 8 - 16 12 - 10M 15M 20M _ 10M 15M 20M 10M 15M 20M 10M 15M 20M r 1 Bar Size i Notes: See following page. ✓ 1 L .4 ✓ ■ L • www.logixicf.com • Good. Solid. Logix. 6 — 4 8 NSULATE X FORMS Rev. Dec 01/05 1. • ✓ 1 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS • , REPORT: IMPERIAL UNITS L • TABLE 1B - MINIMUM VERTICAL REINFORCEMENT FOR 8" BASEMENT WALL CONTINUED Notes (refer to Table 1 B): 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and/or practical than that shown. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. Spacing should not exceed 4' -0" regardless of bar size. Where • A a choice of bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. r 2. Reinforcing is Gr. 400. Concrete strength = 3000 psi. 3. Concrete thickness = 8 ", with an effective depth, d (outer face of concrete to bar centerline) = 6 ". Top of wall is laterally supported by the floor system. For general conformity of rebar placement, including L . horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 30psf above grade. ✓ No soil surcharge. Applicable to all seismic zones in Canada. L ' 5. At windows (5' -0" max. width & space between greater than width) add interrupted inner steel (15M min.) plus outer 15M to jambs for full storey height. Provide 2 -15M min below windows and extend 2` -0" beyond • opening. Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. ` ' 6. .Table 1B is based on factored vertical load less than 8kips /ft., which is typical of 2 storey brick veneer with 20' -0" concrete floor spans, & minimal eccentricity (see Figure 4). Please note: height & thickness of above- , grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored load does not exceed 8kips /ft. If ledge supports brick veneer with wood frame walls above L A main floor, use rebar for 1' -0" higher backfill to allow for extra eccentricity. • 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. ` 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout • U.1 basements, and active seismic areas. W L • z 9. For light vehicles parked near the wall, use I 40h.roofspan reinforcement corresponding with 1' -0" higher backfill. I 10. Soil density is often referred to as "equivalent fluid I 6.25 " Log ix wall density ", and is the density of a liquid which would Z exert an equivalent horizontal load on a wall. The —� actual soil density is generally greater - ranging Masonry " ' between 90 & 120pcf. 1. . - .. 20ft. conc. floor span • • L. • F 6.25" Logix wall I L. Al 20ft. conc. floor span Sackful 8" Logix basement wall I • L . r Figure 4: Assumed typical flooring, wall & roof for Table 1B Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored load does not exceed 8kips /ft. L . I www.logixicf.com ` ' Good. Solid. Logix. 6-49 �O G IX INSULATED CONCRETE FORMS L • Rev. Dec 01/05 r . PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS l • REPORT: IMPERIAL UNITS r 1 l • TABLE 10 - MINIMUM VERTICAL REINFORCEMENT FOR 10" BASEMENT WALL r 1 Maximum Maximum Bar Spacing (in.) • • Height of Unbalanced Basement Backfill Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Wall (ft.) Height (ft.) Density 30pcf 10 Density 45pcf" Density 60pcf 70 Density 75pcf 10 L. I 14 4 48 48 48 48 48 48 40 48 48 32 48 48 5 48 48 48 40 48 48 32 48 48 24 48 48 6 40 48 48 32 48 48 24 40 48 16 32 48 r , 7 32 48 48 24 48 48 20 40 48 12 24 32 l 8 24 40 48 16 40 40 16 32 40 8 16 24 9 20 40 48 16 32 40 12 20 32 12 20 10 16 32 40 12 20 32 8 16 24 10 16 r 1 11 16 32 40 8 16 24 6 12 20 8 12 • A 12 12 24 32 6 16 20 12 16 - 10 13 12 20 32 12 20 12 16 - 8 14 8 16 24 12 16 8 12 - 8 r 16 4 48 48 48 48 48 48 40 48 48 32 48 48 l A 5 48 48 48 40 48 48 32 48 48 20 40 48 6 40 48 48 32 48 48 20 40 48 16 32 48 7 32 48 48 20 40 48 16 32 48 10 20 48 r 1 8 24 40 48 16 32 48 12 24 40 8 16 24 • 4 9 20 40 48 12 24 40 12 20 32 12 20 10 16 32 40 12 20 32 8 16 20 10 12 11 12 24 40 8 16 24 6 12 16 8 12 r • 12 12 20 32 6 12 20 12 16 - 10 • A 13 8 16 24 12 16 8 12 - 8 0 14 6 16 20 12 16 12 - - Z 15 - 12 20 8 12 - 8 - - r • 16 12 16 - 12 - 18 4 48 48 48 40 48 48 32 48 48 24 48 48 cc 5 40 48 48 32 48 48 32 48 48 20 40 48 6 32 48 48 24 48 48 24 10 48 12 32 40 W r • 7 24 48 48 20 40 48 20 32 40 10 20 32 w 8 20 40 48 16 32 40 12 20 32 8 16 24 ' 9 16 32 48 12 24 32 8 16 24 - 12 16 Z 10 12 24 40 8 20 24 6 12 20 - 8 12 — r • 11 12 20 32 6 16 20 12 16 - 10 12 8 16 24 - 12 16 - 8 12 - 8 • ' 13 6 16 20 - 12 16 - 12 - - z 14 12 20 8 12 - 8 15 12 16 - - 12 - W 16 12 16 8 - 17 8 12 - _ 18 - 12 - 20 4 40 40 48 32 48 48 32 48 48 24 48 48 r • 5 32 40 48 32 48 48 24 40 48 16 32 48 l • 6 32 40 48 20 40 48 20 40 48 12 24 40 7 20 32 48 16 32 40 16 32 40 10 20 24 8 16 32 40 12 24 40 12 20 32 - 12 20 r , 9 16 32 32 12 20 32 8 16 24 - 10 16 L 4 10 12 24 32 8 16 24 6 12 20 8 12 11 12 20 32 6 12 20 - 12 16 10 12 8 16 24 12 16 8 12 - 8 r • 13 6 12 20 8 12 - 12 • • , 14 12 16 - 12 8 - 15 12 16 - 12 - 16 8 12 - 8 - r 17 12 - - 18 - 12 - - • i 19 8 - - 20 - - - r 10M 15M 20M - 10M 15M 20M 10M 15M 20M 10M 15M 20M l 4 Bar Size Notes: See following page. , l .4 www.logixicf.com • r • Good. Solid. Logix. 6 — 5 0 l • NSULATEOCONCR FORMS r 1 Rev. Dec 01/05 l • r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS IL 4 TABLE 10 - MINIMUM VERTICAL REINFORCEMENT FOR 10" BASEMENT WALL CONTINUED r 1 Notes (refer to Table 1C): L . 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and/ or ✓ practical than that shown. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. Spacing should not exceed 4' -0" regardless of bar size. Spacing 6. ' should not exceed 4' -0" regardless of bar size. Where a choice of bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that ✓ produce simple repeating patterns with the ICF ties. • ' 2. Reinforcing is Gr. 400. Concrete strength = 3000 psi. r 3. Concrete thickness = 10 ", with an effective depth, d (outer face of concrete to bar centerline) = 8 ". Top of wall is laterally supported by the floor system. For general conformity of rebar placement, including L ' horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 30psf above grade. No soil surcharge. Applicable to all seismic zones in Canada. 5. At windows (5' -0" max. width & space between greater than width) add interrupted inner steel (15M min.) ✓ plus outer 15M to jambs for full storey height. Provide 2 -15M min below windows and extend 2' -0" beyond opening. Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. 6. .Table 1C is based on factored vertical load less than 8kips /ft., which is typical of 2 storey brick veneer with 20' -0" concrete floor spans, & minimal eccentricity (see Figure 5). Please note: height & thickness of above - grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided • ' the total factored load does not exceed 8kips /ft. If ledge supports brick veneer with wood frame walls above Z main floor, use rebar for 1' -0" higher backfill to allow for extra eccentricity. r . 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. 8. Carefully consider floor /wall connection details for W lateral loads, especially with higher backfills, walkout r W basements, and active seismic areas. • ' Z 9. For light vehicles parked near the wall, use 40h. roof span • — reinforcement corresponding with 1' -0" higher backfill. F Logix wall L 10. Soil density is often referred to as "equivalent fluid Z density ", and is the density of a liquid which would on • W exert an equivalent horizontal load on a wall. The actual soil density is generally greater - ranging L between 90 & 120pcf. �. 20ft. conc. floor span ✓ 1 Logix wall r l J ei9C,NN r Bac kfill 20ft. conc. floor span I. .40— 10" Logix basement wall L • • r r Figure 5: Assumed flooring, wall & roof for Table 1C. ` Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total r factored load does not exceed 8kips /ft. L • ✓ www.logixicf.com • Good. Solid. Logix. 6— 51 OGix NSULATED CONCRETE FORMS ✓ ' . • Rev. Dec 01/05 r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS h. REPORT: IMPERIAL UNITS r 1 ABOVE GRADE WALLS , Al TABLE 2 - VERTICAL REINFORCEMENT SPACING ✓ 1 4" Thick Wall 6.25" Thick Wall 8" Thick Wall L A Reference Max. Wall Height (ft) Max. Wall Height (ft) Max. Wall Height (ft) Factored Factored Factored Pressure Axial Axial Axial (Pt) 8 9 10 12 8 10 12 14 16 8 10 12 14 16 18 22 r 1 (kN /m) 13 (kN /m) (kN /m) 13 8 2 40 32 24 20 3.1 48 40 32 24 16 8 3 40 32 24 16 3.4 48 40 32 24 16 8 48 40 32 24 20 16 '2 8 4 40 32 24 16 4.5 48 40 32 24 16 r 1 • A 10 2 40 32 24 16 3.1 48 32 24 20 16 10 3 32 24 24 16 3.4 48 32 24 20 16 8 48 32 24 20 16 12 12 10 4 32 24 20 16 4.5 48 24 24 20 16 r L .4 13 2 32 24 20 12 3.1 40 24 20 16 12 13 3 24 24 20 12 3.4 40 24 20 16 12 8 40 32 24 16 12 12 10 r 13 4 24 20 16 12 4.5 40 24 20 16 12 ■ .4 15 2 24 20 16 12 3.1 32 24 16 12 10 15 3 24 20 16 12 3.4 32 24 16 12 10 8 40 24 20 16 12 10 10 r 1 15 4 24 20 16 10 4.5 32 24 16 12 10 • A 17 2 24 20 16 10 3.1 32 24 16 12 8 17 3 24 16 16 10 3.4 32 24 16 12 8 8 32 24 20 12 12 10 8 r 17 4 20 16 12 10 4.5 32 24 16 12 8 • • 19 2 20 16 12 8 3.1 32 24 12 10 8 19 3 20 16 12 8 3.4 32 24 12 10 8 8 32 24 16 _ 12 10 8 8 r ' _ 19 4 20 16 12 8 4.5 32 24 12 10 8 • CC 1 kip = 10001bs Notes: W r 1 W ■ i 1. Rebar is 10M centered in wall (d = 2 ", 3 ", or 4 "; see Figure 1), fy = 58ksi, f'c = 3ksi Z 2. Ref. Pressure is g 1f30 per NBC 1995, CpCg = 2.0, CpiCg = 0.7, Ce = 0.9, (2.43 total factored load), (3.65 wind load - r factor) i 3. For 15M, double the spacing shown , but do not exceed 48 ". For equal steel quantities, 10M will generally provide Z better crack control. LJJ r • 4. 1/240 deflection criteria, but not generally controlling, since deflection is generally taken as uncracked section. 1 Ai 5. Recommended spacing be limited to those that produce simple patterns with the ties. I' • 6. Controlling load combination is wind and dead load, which is taken as approximately 1/2 the total load. The load at the top of the wall is taken as 1" eccentric. I., 7. At windows and door openings, add interrupted steel, but 15M min., to jambs for full storey height, Provide 15M min. above and below windows, extended 24" beyond opening. r • 8. Minimum horizontal reinforcement shall be 10M @ 32" o.c. for 4" and 6.25" walls and 10M @ 16" o.c. for 8" walls. L 9. For factored axial load, multiply actual dead loads by 1.25 and specified live loads by 1.5. • 10. 2kips/ft = factored axial load from roof only (40 ft. span, 60psf), see Figure 6a. 3kips /ft = factored axial load from 1 Al roof, plus 2nd storey wood floor & 2nd storey wood frame wall (see Figure 6b). 4kips/ft = factored axial load from roof, plus 2nd storey concrete floor & 2nd storey 4" concrete wall (see Figure 6c). ✓ 1 11. Factored axial loads for the 6.25" wall is slightly more than for the 4" wall (refer to Note 10) to allow for the extra L • weight of concrete. 12. Factored axial load of 8kips /ft was allowed in order to consider most foreseeable situations, including loads from a r • roof, 2 concrete floors, and full height ICF walls with masonry veneer. ■ 4 13. Please note: height & thickness of walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored axial load does not exceed the tabulated Max Axial Loads. ✓ 11 / ■ • www.logixicf.com • r I Good. Solid. Logix. 6 - 5 2 B OG IX ` ' NSULATED CONCRETE FORMS r • Rev. Dec 01/05 L ✓ 1 k. PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS ✓ ■ REPORT: IMPERIAL UNITS L . FIGURE 6 - ABOVE GRADE WALLS (ref. to Table 2) r L J ✓ , 1 J 2nd storey wood frame wall & floor l J I L- In c= 40ft. roof span ✓ 1 11 I L J 8'TO 12' wall 8' to 12' wall 4 "L ogix wa ll 4" Logix wall hei ht (Loading from roof only) height (Loading from roof, g r ` 2nd storey wood frame wall & floor) ✓ 1 Backfill ll Backfi II � 0 l . 0 Z (a) Roof spans can vary provided the total (b) Height & thickness of walls, floor & roof spans, ✓ ■ factored axial load does not exceed 2kips /ft including materials (ie, wood frame, concrete or — cladding) can vary provided the total factored axial l i CC load does not exceed 3kips /ft LU ✓ 1 UJ L J Z ✓ ■ — 1 • l7 Z 2nd storey 4" Logix wall ✓ 1 LU &concrete floor l -a r ■ l I 4' Loglx wall 8' to 12' wall ✓ (Loading from roof, height 2nd storey concrete L J wall & floor) i r 1 8ackfill 1 L 4 • ✓ 1 (c) Height & thickness of walls. floor & roof spans, including materials (ie, wood frame, concrete or L . cladding) can vary provided the total factored axial load does not exceed 4kips /ft I 1 ■ J Figure 6: Assumed typical flooring, wall and roof for 4" Above -grade wall shown in Table 2 (similar for 6.25" and 8" Above -grade walls; see Table 2, Note 10, 11, & 12). r . l . N ✓ ■ www. logixicf.com • l 4 Good. Solid. Logix. 6 - 5 3 O N5UIATC D �P ' E EO / , IL AI Rev. Dec 01/05 . , PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS r LINTELS - UNIFORM LOADS FIGURE 7 - LOGIX LINTEL REINFORCEMENT F , FIGURE 7 - LOGIX LINTEL REINFORCEMENT (Use with Tables 3A, 3B, 3C, & 3D) • - 10M + 2 -10M ' e 1 I TT IL r V Stirrups @ spacing, '� o s = d!2 0 Stirrups @ spacing, s = d/2 r ' ° I 15M except 20M as • 2 -10M except where rAl per Table Table shows • 1f �� * otherwise 102 & 158mm LINTEL 158, 203 & 254mm LINTEL • 4 (w /1 Bottom Bar) (w /2 Bottom Bars) r V , a S _ / . LJJ r ■ N \ Stirrup No stirrup s 610 W End dist. distance z / — Opening Notes: Z W r 1. Reinforcing steel is Gr. 400 MPa. Concrete strength = 20 MPa. Stirrups are D9.5 wire or 10M bars, bent as shown, and conforming to CAN3- A23.1. 2. Shaded area of the reinforcement table requires stirrups except for the central length z. r 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting h. / bucks or top plate. Note that the dimension d, from the top of lintel concrete to centerline of tension steel, is critical. Tension steel must extend 610 mm beyond the opening, and no splices are permitted. '. 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the concrete cross section without relying upon compression steel. 5. Deflection is limited to L/360, not considering long term effects. Long term deflection F could be twice the short-term, depending upon the nature of the load. • ' 6. Loads are assumed to be concentric, uniform loads centered on the lintel, such as from roof trusses at 610 mm spacing, and includes the self weight of the lintel. r 7. Siesmic and wind loads are not considered. • 8. Shear planes are not interrupted by embedded joists. 9. Top of lintel is assumed to be laterally restrained. r , 10. Where Logix wall continues for an additional storey above the opening, the wall will • generally serve as the lintel with only minimal extra reinforcement. 11. These tables should only be used if the above load conditions are met. For other r conditions consult a structural engineer. • www.logixicf.com r Good. Solid. Logix. 6— 54 OG IX r~ ' NSULATED CONCRETE FORMS r Rev. Dec 01/05 L / , 1 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS , , REPORT: IMPERIAL UNITS TABLE 3A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 1 -15M s = 3.. D =8 s = 4" D =10" Opening Factored Uniform Load (Ib /ft) Opening Factored Uniform Load (lb/ft) , 1 ft 400 800 1300 1700 2000 2400 ft 400 800 1300 1700 2000 ' 2400 • 4 NO STIFWUPS 4 NO STIRRUPS 6 STIRRUPS 1_20M 5 STIRRUPS • 6 1 -20M -- -- 6 1.20M 1 -20M ✓ ! 7 -- 7 1 -20M -- 8 1_20M -- - -- - 8 1 -20M -- -- -- • J 9 -- 9 10 1-20M - -- -- -- 10 1 -20M -- -- 12 -- - 12 - - -- -- • 1 14 -- -- -- 14 - 16 - - - - 16 18 - - - - -- - - -- -- - 20 -- -- - - , 1 No stirr No stirrup distance, Z (in.) 55 27 16 13 9 distance, Z (in.) 73 36 22 17 15 12 s =5" D =12" s =7" D =16" Opening Factored Uniform Load (Ib /ft) Opening Factored Uniform Load (lb/ft) ✓ ■ ft 400 800 1300 1700 2000 2400 ft 400 800 1300 1700 2000 2400 •. • 4 NU STIRRUPS 4 NO STIRRUP'S F -9 6 STIRRUPS i -7n 1 -20M 7 STIRRUPS 8 1 -20M -- -- 8 1 -20M 1 -20M - - , ^ 9 1 -20M -- -- -- 9 1 -20M 1 -20M -- �! 10 -- 10 1 -20M 1 -20M -- -- - 12 1 -2oM -- - - - -- 12 F - z 14 .- -- - -- - 14 1 - 20M -- -- -- - 16 16 -- -- -- - L 1 8 -- - 18 1 - 20M -- -- -- Ce 20 -- - -- -- -- -- 20 -- -- - - - -- • 1 W No stirrup No stirrup 1.1.1 distance, Z (in.) 91 46 27 22 18 16 distance. Z (in.) 127 54 38 31 25 22 L ♦ s =9" D =20" s =11" D =24" Z Opening Factored Uniform Load (lb/ft) Opening Factored Uniform Load (Ib /ft) ft 400 800 1300 1700 2000 2400 ft 400 800 1300 1700 2000 2400 , ■ — 3 3 5 NO STIRRUPS 5 NO STIRRUPS Z 6 6 . • w 8 STIRRUPS 7 9 1 -20M 9 STIRRUPS 10 1 -20M 1 -20M 1 -2014 10 1 -20M 12 1 -20M -- -- -- 12 1 -20M 1 -20M • ■ 14 -- 14 1 -20M -- -- -- 16 1 -20M - -- -- 16 -- - - 18 .. -- 18 1 - 20M -- -- 20 - 20 No stirrup No stirrup • • distance, Z (in.) 164 82 49 39 33 28 distance, Z (in.) 1 l7 60 48 40 34 L ■ s = 14" D =30" Opening Factored Uniform Load (Ib /ft) Notes: ft 400 800 1300 1700 2000 2400 • 1 3 1. Where not shown otherwise, bottom steel is l . 4 1 -15M s 6 NO STIRRUPS 7 2. Table is to be read in conjunction with Figure 7. 8 9 3. Where spaces contain " - -" the bar is presumed to 10 SIIRRJ be less economical and /or practical. Alternatively, 12 1 -20M 1 -20M consult with a local engineer to determine if a ▪ 1 14 1-20M -- practical bar size is possible based on local load 16 , -zOM i.. conditions. 18 20 1 -20M - -- - No stirrup 4. Blank regions require no stirrups. Shaded regions distance, Z (in.) 255 128 77 61 51 44 require stirrups. . ♦ F 1 www.logixicf.com • Good. Solid. Logix. 6 — 5 5 B OG IX NSULATEO CONCRETE FORMS • ■ Rev. Dec 01/05 r ■ PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS , • TABLE 3B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 2 -10M or 1 -15M ■ 4 s =3 D =8" s =4" D =10" Opening Factored Uniform Load (lb/ft) Opening Factored Uniform Load (lb/ft) ft 400 800 1300 1700 2000 ' 2400 ft 400 800 1300 ! 1700 2000 2400 r • 4 NO STIRRUPS �I�Q Q � 4 NO STIRRUP€ L 4 5 SIIRRU1 S 1 -20M 5 8TI RUPS 6 1 -20M 2 -15M 2 - 1514 6 1 -20M 1 -20M 7 1 -20M 2 -15M -- -- 7 1 -20M 1 -20M 2 -15M • , 8 1-20M 1 -20M -- -- - 8 1 -20M 2 -15M 2 -20M 2 -2014 9 2 -15M -- -- -- -- 9 2 -15M 2 -20M - - . J 10 1 -20M -- -- -- - 10 1 -20M 2 -20M -- -- 12 2 -15M - -- - -- -- 12 2 -20M - - - - 14 14 zoM -- -- - - I ■ 16 -- - -- -- -- -- 16 2 -20M -- -- -- -- - 18 - •- -- -- -- -- 18 - -- -- - -- . 20 20 -- -- -- -. No stirrup No stirrup distance, Z (in.) 85 43 26 20 17 15 distance. Z (in.) 114 57 34 27 23 19 r ` s =5" D =12" s =7" D =16" ♦ 4 Opening Factored Uniform Load (lb/ft) Opening Factored Uniform Load (lb/ft) ft 400 800 : 1300 1700 2000 2400 ft 400 800 1300 1700 2000 2400 3 I 3 - r • 4 Na S1ll(R S 4 5 5 a i 6 STIRRUPS 1 -20M 1 -20M 6 NO S I IRI�UPS Rp` f 8 1 -20M 1 -20M 2 -15M 8 STIRRUPS 1 -20M 9 1 -20M 2 -15M 2 -15M 2 -20M 9 1 -20M 1 -20M 2 -15M �r�1 ■ 10 2 -15M 2 -20M -- -- 10 1 -20M 1 -20M 2 -1514 2 -15M V 12 1 -20M 2 -20M -- - -- 12 2 -15M 2 -15M 2 -20M -- 14 2 - 20M -- -- -- - 14 1 - 20M 2 - 20M -- -- - Z ■ ` 16 1 - 2014 16 2 -1514 .- -- — 18 2 -2014 -- -- -- -- -- 18 2 -2014 -- -- -- -- t 20 20 1 -2014 __ CC -- No stirrup No stirrup distance, Z (in.) 142 71 43 34 28 24 distance, Z (in.) 199 99 60 48 40 34 W r • s =9" D =20" s =11" D =24" W ♦ 4 Opening Factored Uniform Load (lb/ft) Opening Factored Uniform Load (lb/ft) Z ft 400 800 1300 1700 2000 2400 ft 400 800 1300 1 1700 2000 2400 3 3 — 4 4 5 6 NO SWISS 6 7 7 NO STIRRUPS z 8 Cll{� 8 p�1pp ❑ I W r ` 9 • ��� n -20 9 STIRRUP 1- UNi - 10 1 -20M 1 -20M 10 12 1 -20M 1 -20M 2 -15M 2 -20M 12 1 -20M 1 -20M 2 -15M 14 2 -15M 2 -20M 2 -20M - 14 1 -20M 2 -15M 2 -15M 2 -20M 16 1 -20M 2 -20M -- -- -- 16 2 -15M 2 -2014 - r • 18 2 -15M -- -- -- - 18 1 - 20M 2 -20M -- -- -- • J 20 2 -15M -- -- -. - 20 2.15M -- -- -- No stirrup No stirrup distance, Z (in.) 128 77 61 51 44 distance. Z (in.) 1 56 94 75 63 54 , , s =14" D =30" • .4 Opening Factored Uniform Load (Ib /ft) Notes: ft 400 800 1300 1700 I 2000 I 2400 1. Where not shown otherwise, bottom steel is 3 a 2 -10M or 1 -15M. 1 -10M + 1 -15M may be used in r • 5 lieu of 1 -20M 6 7 NO STIRRUPS 2. Table is to be read in conjunction with Figure 7. 8 r 1 9 3. Where spaces contain " - -" the bar is presumed to 10 be less economical and /or practical. Alternatively, 12 1 -20M 1 -20M consult with a local engineer to determine if a 14 ,_ 2 -1514 practical bar size is possible based on local load r 1 - 16 1 -20M 2 - - 1 v1-i 2 -20M 18 21614 22014 conditions. k. 1 20 1 -20M 2-20M -- -- No stirrup 4. Blank regions require no stirrups. Shaded regions distance, Z (in.) 119 96 80 68 require stirrups. r 1 i. .4 www.logixicf.com • r 1 Good. Solid. Logix. 6 — 5 6 t. i �NSULATEOCONCR ✓ 1 Rev. Dec 01/05 ✓ , • A PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS • \ TABLE 3C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 2 -15M • J 5 = 3" D =8" I s =4" D =10" Opening Factored Uniform Load 113/ft) Opening Factored Uniform Load (113/ft) ft 400 800 1300 1700 2000 2400 ft 400 1 800 J 1300 1 1700 1 2000 1 2400 4 NO STIRRUPS 4 NO ST RRUPS STIRRUPS STIRRUPS • , 7 2 -20M - 7 8 2 -20M -- -- 8 2 -20M • A 9 -- - -- -- 9 2 -20M 2 -20M -- 10 2 -20M -- -- -- -- 10 2 -20M 2 -20M -- 12 -- -- - - -- 12 -- - - -- ✓ 14 14 16 - - -- - - -- 16 2 2OM -- - _ - -- 18 - - -- - - -- 18 -- -- - - - - 20 -- 20 -- -- - - - -- No stirrup No stirrup r • distance. Z (In.) 109 54 33 26 22 19 distance, Z (in.) 145 /3 44 35 25 25 L. - s =5" D =12" s =7" D =16" Opening Factored Uniform Load (113/ft) Opening Factored Uniform Load (lb/ft) ft 400 800 1300 1700 2000 1 2400 ft 400 I 800 1 1300 1700 1 2000 2400 ' • ` 3 3 • A NO STIRRUPS 6 6 NO STIRRUPS ✓ 8 STIRRUPS 8 • I 9 2 - 20M . 9 b i IRRUPS 10 2 -20M - 10 12 2 -20M - -- - 12 2 - 20M 2 - 20M • , 14 -- -- -- - 14 2 - 20M 2 - 20M - - _ 16 -- - - - 16 2 - 20M - - 1. I 18 - -- - - 18 2 -20M •- - - CC 20 - 2-20M -- -- -- - - 20 2 -20M -- - - - No stirrup No stirrup r • IJJ distance. Z (in.) 182 91 55 44 36 31 distance. Z (in. ) 127 76 61 51 43 IJJ s = 9" D =20" s =11" D =24" • • Z Opening Factored Uniform Load (Ib /ft) Opening Factored Uniform Load (16/ft) ft 400 800 1300 1700 2000 2400 ft 400 I 800 1300 1700 2000 2400 : r • — 3 3 4 4 • L. 5 5 Z 6 NO STIRRUPS 6 7 NO STIRRUPS ✓ u 8 8 0 10 0 12 2 -20M 12 STIRRUPS 14 2 -20M 2 -20M , 14 2 -20M ✓ 16 2 -20M 2 -20M - - 16 2 -20M 2 -20M -- • I 18 2 -20M -- - - 18 2 -20M 2 -20M - -- 20 -- -- - - 20 2 - 20M No stirrup No stirrup • distance, Z (in.) 183 98 78 _ 65 56 distance, Z (in.) 120 96 80 68 • • s = 14" D =30" Opening Factored Uniform Load (113/ft) Notes: ft 400 800 1 1300 1700 2000 2400 3 1. Where not shown otherwise, bottom steel is s 2 -15M 6 7 2. Table is to be read in conjunction with Figure 7. 8 NU III JP . 9 3. Where spaces contain " - -" the bar is presumed to 10 be less economical and /or practical. Alternatively, 12 consult with a local engineer to determine if a 16 STIRRJPS M practical bar size is possible based on local load 18 2 -20M 2 -20M 2 -20M conditions. 20 2 -20M 2 -20M No stirrup 4. Blank regions require no stirrups. Shaded regions ✓ distance, Z (in.) 152 122 102 87 require stirrups. \ • 1 www.logixicf.com • Good. Solid. Logix. 6— 5 7 LOGIX NSU'.4TED CONCRETE FORMS r L • Rev. Dec 01/05 • 1 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS l - REPORT: IMPERIAL UNITS r 1 TABLE 3D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 2 -15M • L .4 s = 3" D =8" s =4" D =10" Opening Factored Uniform Load (lb/ft) Opening Factored Uniform Load (Ib /ft) ft 400 800 1300 1700 2000 2400 ft 400 800 , 1300 1700 2000 2400 r 4 NO STIRRUPS 4 NU 'STIRRUPS • . F11RRUFS 6 b�IRRUPS 7 2 -20M 2 -20M 7 r 1 8 2 -20M -- -- 8 2 -20M 9 2 -20M - -- -- 9 2 -20M 2 -20M • .4 10 -- -- - -- 10 2 -2DM - - -- 12 -- -- 12 .- -- - - 14 2 -20M - - -- 14 -- -- -- -- ✓ 1 16 -- -- -- -- 16 -- - - - -- 18 -. 18 -. .- -- -- -- - 20 -- -- -- 20 -- -- -- - -- -- No stirrup No stirrup • distance, Z (in.) 136 68 41 33 27 23 distance, Z (in.) 91 54 44 36 31 L • s = 5" D= 12" s = 7" D =16" Opening Factored Uniform Load (Ib/ft) Opening Factored Uniform Load (lb/ft) ft 400 800 1300 1700 2000 2400 ft 400 • 800 1300 1700 . 2000 • 2400 r 3 3 5 NO STIRRJPS 5 6 6 NO STIRRUPS 7 7 r 1 s E TIRRUFS 20th 9 STIRRUPS LI • 1 0 2 -20M 2 -20M 10 12 2 -20M 2 -20M .- -- 12 2 -20M 2 -20M Z r 1 14 -- - .. - • 14 2 -20M 2 -20M -- -- 16 2 - 20M -- - - - . 16 2 -20M -- - . l • 18 - - - -- - - 18 2 -20M - - -- - re 20 20 -- -- -- 20 2 -20M No stirrup No stirrup lJJ r 1 distance, Z (in.) 114 68 55 45 39 distance. Z (in.) 159 95 76 63 54 w l .4 s = 9" D =20" s =11" D =24" Z Opening Factored Uniform Load (Ib /ft) Opening Factored Uniform Load (Ib /ft) ft 400 800 1300 • 1700 2000 2400 ft 400 800 1300 1700 2000 2400 r 1 3 3 4 4 • -4 6 tin S I KRIS 6 Z 8 NO STIRRUPS W r , 9 y l .4 10 1 12 ST IQ es 2 -20M 12 14 .3 1111 -2�� 2.20M 14 2 -20M r , 16 2-20M 2 -20M - - 16 2.2dC- 20M -20M 2 -20M • A 18 2 -20M - -- .. 18 2 -20M 2 -20M 20 -- -- -- -- 20 2 -20M - No stirrup No stirrup • 1 distance. Z (in.) 123 98 82 70 distance. Z (in.) 150 125 100 86 L • s = 14" D = 30" Notes: Opening Factored Uniform Load (Ib /ft) ft 400 800 1300 1700 2000 � 2400 1 Where not shown otherwise, bottom steel is r • 4 2 -15M l 5 • 6 2. Table is to be read in conjunction with Figure 7. 8 NO STIRRUPS 3. Where spaces contain " - -" the bar is presumed to l 10 be less economical and /or practical. Alternatively, 12 consult with a local engineer to determine if a 14 STI• 1UPS practical bar size is possible based on local load F 1 16 2.20M conditions. 18 2 -20M 2 -20M 2 -20M 20 2 -20M 4. Blank regions require no stirrups. Shaded regions No stirrup distance. Z (in.) 153 127 709 require stirrups. r 1 l .4 www.logixicf.com • r 1 Good. Solid. Logix. 6 — 5 8 LOG IX l L NSULATCD CONCRETE FORMS Rev. Dec 01/05 • r ✓ , • J PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS ✓ A ,J LINTELS - POINT LOADS FIGURE 8 - LOGIX LINTEL REINFORCEMENT FOR POINT LOADS ✓ 1 FIGURE 8 LOGIX LINTEL REINFORCEMENT (Use with Tables 4A, 4B, 4C, & 4D) l A ✓ CONCENT''TED CONCENT TED LOAD • J 10M 2 -10M ✓ 1 l J 16 CL 4 711 r 1 o v Stirrups @ spacing, o 'O Stirrups @spacing, s =d /2 s =d /2 ✓ 1 ■ J __- r 15M except 20M as � 2 -10M except where . piq per Table Table shows r _ otherwise • A 102 & 158mm LINTEL 158, 203 & 254mm LINTEL r . (w /1 Bottom Bar) (w /2 Bottom Bars) . J 0 Load Range L 40 of Opening • 1 Z s ■ J f� r 1 CC W W O • J Z �� r , V S 610 J Z Opelning _ / Notes: r 1. Reinforcing steel is Gr. 400 MPa. Concrete strength = 20 MPa. Stirrups are D9.5 wire or 10M bars, bent as shown, and conforming to CAN3- A23.1. ▪ J 2. Shaded area of the reinforcement table requires stirrups across entire span of opening. 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting bucks I 1 or top plate. Note that the dimension d, from the top of lintel concrete to centerline of tension . A steel, is critical. Tension steel must extend 610 mm beyond the opening, and no splices are permitted. ✓ 1 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the concrete cross section without relying upon compression steel. • J 5. Deflection is limited to L1360, not considering long term effects. Long term deflection could be twice the short-term, depending upon the nature of the load. ✓ 6, Loads are assumed to be concentric, concentrated loads located within a range of 40% of l .4 opening, centered on the opening. 7. Total specified load is assumed to be 80% live load, 20% dead load. r . 8. Siesmic and wind loads are not considered. 9. Shear planes are not interrupted by embedded joists. 10. Top of lintel is assumed to be laterally restrained. r 11. These tables should only be used if the above load conditions are met. For other conditions consult a structural engineer. . J ✓ 1 www.logixicf.com • • J Good. Solid. Logix. 6-5 9 QG l .4 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS l J REPORT: IMPERIAL UNITS r 1 TABLE 4A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS • J • Where not shown otherw bottom steel is 1 -15M ' l • S = 3" D =8" Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r 1 3 20M 20M 20M 1 -- -- 1 4 4 20M 20M -- -- -- -- -- -- 5 STIRRUPS 20M -- -- - -- -- 6 20M 20M -- -- -- -- -- -- -- -- -- -- r ■ 7 20M -- -- -- -- -- __ -- __ __ _- __ 8 20M -- • 4 9 20M -- -- -. _- -- -- -- -- -- -- -- - 10 20M - -- -- - -- -- -- -- r • 12 __ -- -- -- -- - -- 14 __ _- _- -- -- __ • J 16 _ -- -- -- -- - 18 __ _- _- -- -- -- -- r 1 L. J S =4" D =10" Opening _ Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3 -934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r 1 3 4 20M 20M 20M 20M 1.. ■ 5 20M 20M 20M 20M 20M -- -- 6 STIRRUPS 20M 20M 20M 20M -- - -- -- -- r 1 7 C/ 20M 20M 20M I -- -- -- -- -- -- - 8 =1 20M 20M - -- -- -- -- -- -- -- -_ VF • J 9 QC 20M 20M -- -- -- -- -- -- -- -- -- -- . 10 UJo 20M 20M -- -- -- -- -- -- -- -.. - -- -- Z r , 12 20M 20M -- -- -- -- -- -- _ -- -- -- -- -- - 14 20M 20M -- -- -- -- -- -- -- -- -- -.. -- -- -- ♦ 4 CC 16 20M - -- - -- -- -- 18 20ML -- -- -- -- - -- -- __ __ _- W 20 _ __ __ __ _- _. __ __ _ LLI S =5" D= 10" Z ♦ J Opening Factored Center Point Load (kips) ft 1 .1 24 1.686 2.248 2.81 3 372 3 934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r 1 3 L 4 • 4 5 20M 20M 20M z _ 6 STIRRUPS 20M 20M 20M 20M 20 r, 7 20M 20M 20M 20M 20M -- -- - - lJJ 8 oc= 20M 20M 20M 20M -- -- -- - -- • . 9 20M 20M 20M -- -- -- -- - -- -- 10 Cr." 20M 20M 20M -- -- -- -- -- -- -- -- 12 20M 20M 20M -- -- -- -- -- -- -- - -- - r 1 14 20M 20M -- - -- -- -- -- -- -- -- -- -- -- • J 16 20M - - -- -- -- -- _ -- -- -- -- -- 1 8 20M 20M -- -- -- -- -- -- ._- -- -- -- 20 20M 20M -- -- -- -- -- - -- ♦ J S =7" D= 16" Opening Factored Center Point Load (kips) _ ft 1.124 1.686 2.248 2.81 3.372 3 934 4.496 5 058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r 1 3 4 • J 5 6 STIRRUPS r 1 7 SIRRUPS 20M 20M 20M 8 20M 20M 20M 20M 20M ♦ .4 9 NO STIRRUPS 20M 20M 20M 20M 20M I -- 10 20M 20M 2DM 20M 20M -- -.. -- ✓ 1 12 20M 20M 20M 20M -- -- -- -- -- -- 14 20M 20M 20M -- -- -- -- -- -- -- -- ♦ .1 16 20M 20M 20M - . -- -- -- -- -- -- -- -- 1 8 20M 20M -- -- -- - -- -- 20 20M 20M -- -- -- -- -- -- -- -- -- -- -- r ■ L J www.logixicf.com • r 1 Good. Solid. Logix. 6 -60 1 OGIX • - NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 l A r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS REPORT: IMPERIAL UNITS L TABLE 4A - 4" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED ✓ Where not shown otherwise, bottom steel is 1 -15M \ • S = 9" D =20" Opening Factored Center Point Load (kips) ✓ ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9 -554 10.12 3 L A 4 5 6 8 STIRRUPS 9 NO STIRRUPS 20M 20M 20M 10 20M 20M 20M 20M ✓ ' 12 20M 20M 20M 20M 20M 20M -- L 14 20M 20M 20M 20M 20M -- -- -- - 16 20M 20M 20M 20M 20M -- -- -- -- -- -- 18 20M 20M 20M 20M -- -- -- -- -- -- -- ✓ 1 20 20M 20M 20M 2 -- -- -- -- L . S =11" D =24" Opening Factored Center Point Load (kips) ✓ ' ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 L A 4 5 6 7 STIRRUPS g NO STRRUPS Z 10 20M • ' _ 12 20M 20M 20M 20M L. A 14 20M 20M 20M 20M 20M 20M - 16 20M 20M 20M 20M 20M 20M -- -- W 18 20M 20M 20M 20M 20M - - -- -- ✓ 1 20 20M 20M 20M 20M -- -- -- -- - - W - ' z S =14" D =30" Opening Factored Center Point Load (kips) ✓ ' ft 1.124 1.686 2.248 2 -81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 \ I 4 Z 5 r , W 6 _ - 8 SIU(RUPS 9 NO ST4RRU�S 10 r 12 L 4 14 20M 20M 20M 16 20M 20M 20M 20M 20M 20M 18 20M 20M 20M 20M 20M 20M 20M -- r 1 20 20M 20M 20M 20M 20M - -- -- ` ' Notes: ▪ • 1. 1 kip = 1000lb = 455kg L ' 2. Where not shown otherwise, bottom steel is 1 -15M 3. Table is to be read in conjunction with Figure 8. ` 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. ▪ • 5. Blank regions require no stirrups. Shaded regions require stirrups. r \ ✓ www.IOgixicf.com • Good. Solid. Logix. 6 - &OG IX ■NSULATEO CONCRETE FORMS \ A Rev. Dec 01/05 PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS • REPORT: IMPERIAL UNITS r TABLE 4B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS ▪ J Where not shown otherwise, bottom steel is 2 -10M or 1 -15M r I. i S = 3" D =8" Opening _ Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5 058 5.62 6.182 6.744 07 306 7.868 8.43 8.992 9.554 10.12 r 1 3 1 -20M 1 -20M 1 -20M 4 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 5 STIRRUPS 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M -- 6 d 1 -20M 1 -20M 1 -20M 2-15M 2 -15M -. -- -- - -- -- r ♦ 7 1 -20M 1 -20M 2 -15M 2 -15M -- -- 8 1 -20M 1 -20M 2 -15M 2 -15M -- -- -- -- -- -- 9 O 1 -20M 1 -20M 2 -15M -- -- -. -- -- __ __ -- _- __ 10 Z 1 -20M 2 -15M -- -- _- -- __ -- -_ -- -- __ _ _ r 1 12 1.20M -- -- -- -- -- __ -- -- -_ __ -_ -- __ 14 1 -20M -- -- -- ... -- -- -- -- -- -. __ -- __ -- _ • J 16 1 -20M 1.20M - -- -- -- -- -- -- -- -- -- 18 1 -20M _. -- -- •- -_ __ __ -- ... -- -- -- __ 20 1 -20M - -- -- _ -- -- -- -- -- -- -- -- -- - • J S = 4" D =10" Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r ♦ 3 • 4 4 STIRRUPS 1 -20M 1 -20M 1-20M 5 1-20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 6 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M I 1 7 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2- 15MI2 -20M 2 -20M 2 -20M 8 NO STIRRUPS 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M -- -- ID l 9 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M -- -- -- -- Z 10 1 -20M 1 -20M 1 -20M 2 -15M 2 -1SM 2 -20M -- -- -- -- -- -- -- • 1 12 1 -20M 1 -20M 2 -15M 2 -15M -- -- -- -- -- -- -- -- -- - 14 1 -20M 1 -20M 2 -15M -- -- -- __ -- CC l 4 16 1 -20M 1 -20M 2 -15M -- -- -- -- -- - - 18 1 -20M 2 -15M -- -- ... _- -- -- -- - -- -- -- -- -- LLI - r 1 20 1 -20M 1 -20M -- _ -- _ -- -- -- -- -- -- -- -- -- -- - W L 4 S =5" D =10" Z Opening Factored Center Point Load (kips) _ - ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6 182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 r 3 a � l J 5 ,_ 17TIIU p p V 1 -20M 1 -20M Z 6 _ 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M W r 1 7 1, Q 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 6 No cTIE� RKUPc 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M ■ A 9 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 10 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M r ` 12 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M -- -- -. -- -- 14 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -20M -- ■ 16 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M -- -- - - -- __ -- -- __ 18 1 -20M 1 -20M 2 -15M 2 -20M -- -- -- -- .- r 20 11-20M, 1 -20M 2 -15M 2-20MI -- -- -- -- -- -- .. -- -- • Al S =7" D =16" Opening Factored Center Point Load (kps) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 I 1 3 . L J 4 5 6 _STIPI UJ $ r - a NO STIRRUPS 1-20M 1-20M 1 -20M 1 • „I 1 -20M 1 -20M 1 -20M -20M 1 -20M 9 - - 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 10 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M ✓ 1 12 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 14 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M • 4 16 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- 18 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- 20 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -20M 2-20M_2-20M_2-20M -- -- -- -- -- ■ A www.logixicf.com ■ r ■ Good. Solid. Logix. 6-6 2 LOG IX,,, I. - NSUL4TEb CONCRETE FORMS Rev. Dec 01/05 l / 1 • , PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS • 1 REPORT: IMPERIAL UNITS • ` TABLE 4B - 6.25" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED Where not shown otherwise, bottom steel is 2 -10M or 1 -15M • S = 9" D =20" Opening Factored Center Point Load (kips) / \ ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 4 5 I 6 • 4 8 NO STIRRUPS STIRRUPS 9 1 -20M 1 -20M 1 -20M \ 10 1 -20M 1 -20M 1 -20M 1 -20M r 12 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M • .4 14 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 16 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 18 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 20 1- 20M_1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M_ 2 -20M 2 -20M • 4 S =11" D =24" Opening Factored Center Point Load (kips) I ' ft 1.124 1 .686 - 2.248 2.81 3.372 3.934 4.496 5.058 - 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 • 4 5 ✓ ♦ 6 7 L. A 8 NO STIRRUPS ST1 RRUPS 9 r 10 1 -20M - 12 1 -20M 1 -20M 1 -20M 1 -20M 7 -20M • / 14 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 16 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M W 18 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M • 1 W 20 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M • / z S =14" D =30" Opening Factored Center Point Load (kips) r • ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 • 3 4 5 I \ W 6 7 NO STIRRUPS STIRRUPS 0 12 1 -20M 1. A 14 1 -20M 1 -20M 1 -20M 1 -20M 16 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M / • 18 1-20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 20 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -15M l - Notes: • 1 1. 1 kip = 1000lb = 455kg • 2. Where not shown otherwise, bottom steel is 2 -10M or 1 -15M. 1 -10M + 1 -15M may be used in lieu of 1 -20M. • 1 1. , 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, ✓ 1 consult with a local engineer to determine if a practical bar size is possible based on local load conditions. • 5. Blank regions require no stirrups. Shaded regions require stirrups. r • • ✓ - www.logixicf.com • ` Good. Solid. Logix. 6 - 6 3 NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 ✓ , PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS \ / REPORT: IMPERIAL UNITS r , TABLE 4C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS • / ■ Where not shown otherwise, bottom steel is 2 -15M ' • S = 3" D =8" \ Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6 -182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 I , 3 4 \ / 5 2 -20M 2 -20M 7 STIRRUPS 2 -20M 2 -20M S5 2 -20M 2 -20M' -- -- -- -- -- 8 2 -20M 2 -20M _ \ A 9 2-20M - -- -- -- -- -- 10 -- -- __ -- -- -- -- 12 -.. _- - -- 14 16 __ 18 -- - L a S = 4" D =10" Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6 -744 7.306 7.868 8.43 8.992 9.554 10.12 • • 3 4 l / 5 STIRRUPS 7 , 8 NO � 2 -20M 2 -20M V 2 -20M 2 -20M 2 -20M 2 -20M LP • A - 9 2 -20M 2 -20M 2 -20M 2 -20M -- -- 10 2 -20M 2 -20M -- -- -- -- -- Z 12 2 -20M 2 -20M -- -- -- - _- -- - _ I , 14 2 -20M -- 16 18 W W l J S = 5" D =10" z Opening Factored Center Point Load (kips) _ ft 1.124 1.686 2.248 2.81 3.3721 3 -934 4.496 5.058 5.62 6.182 6.744 7. 306 7.868 8. 43 8.992 9.554 10.12 r 1 3 0 4 L 4 5 - z 6 7 W Y ■ NO STIRRUPS �TIR�UP� 9 _ 2 -20M 2 -20M 10 2 -20M 2 -20M 2 -20M 2 -20M • 1 12 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- _. 14 _ 2 -20M 2 -20M 2 -20M -- -- -- -- --- -- 16 2 -20M 2 -20M - -- -- -- -- -- -- __ 18 2 -20M 2 -20M -- 20 2 -20M 2 -20M - -- -- -- -- -- - -- r • L J 5 =7" D =16" Opening Factored Center Point Load (kips) ft 1.124 1 .686 2.248 2. 81 3 -372 3.934 4.496 5 058 5 -62 6.182 6.744 7.306 7.868 8 43 8.992 9.554 10.12 r , 3 4 \ .4 6 7 r ■ STIRRUPS 9 N) STIRRUPS P'S , 10 12 2 -20M r 14 2 -20M 2 -20M 2 -20M 2 -20M l 4 16 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- 18 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- 20 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- --- -- -- -- I 1 \ Al www.logixicf.com iX r , Good. Solid. Logix. 6 - 6 4 O G ` 4 NSULATEJ CONCRETE FORMS r • Rev. Dec 01/05 . r PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS ✓ REPORT: IMPERIAL UNITS TABLE 4C - 8" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED Where not shown otherwise, bottom steel is 2 -15M S = 9" D =20" Opening Factored Center Point Load (kips) ✓ ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 • 4. 4 5 _ ✓ ♦ 6 7 • 2 8 NO STIR1UPS ST1RRt'S 9 r , 10 12 l . 14 16 2 -20M 2 -20M 2 -20M 18 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 20 Z - LUM 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 1. 4 S = 11" D =24" Opening Factored Center Point Load (kips) ✓ ♦ ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 • 8.992 9.554 10.12 3 4 5 / ♦ 6 7 8 0 ST RRUPS STIRRUPS 9 10 12 ✓ s 14 16 W 18 2 -20M 2 -20M r 20 2 -20M 2 -20M 2 -20M 2 -20M • 2 S =14" D =30" _ Opening Factored Center Point Load (kips) ✓ ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 • t 3 4 Z 5 r ♦ W 6 7 L 9 NO STIRRUPS ✓ , 10 12 • 2 74 16 1 8 - r 2 0 l ■ Notes: r . 1. 1 kip = 1000lb = 455kg L 2. Where not shown otherwise, bottom steel is 2 -15M I 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. ` 5. Blank regions require no stirrups. Shaded regions require stirrups. • " ✓ www.logixicf.com • ■ Good. Solid. Logix. 6 - 6 5 B OG IX' NSULATEO CONCRETE FORMS Rev. Dec 01/05 r • PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS ` REPORT: IMPERIAL UNITS r • 1 TABLE 4D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS Where not shown otherwise, bottom steel is 2 -15M , 4 S = 3" D =8" Opening Factored Center Point Load (kips) _ r 1 ft 1.124 1.688 2.248 2.81 3 372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 20M 20M 20M -- -- a A 4 20M 20M 5 20M -- -- -. -- -- -- -- -- - 6 20M 20M -- -- -- _ -- -- -- -- -- 7 2DM -- -_ -- - _. 8 20M -- -- -- -- -- -- -- __ -- __ -- -- __ , 9 20M -- -- - -- __ -- __ -- -- _ -- -- 10 20M _•- __ -- - -- -- -- -- -- -- -- -- __ r ■ 12 -- __ -- -- __ __ __ __ -- __ -- __ __ -- -- r A 16 -- __ __ __ _ __ __ __ -- __ __ __ 18 __ - __ __ __ __ __ - __ _ -- __ 20 __ __ -- __ __ __ __ _ -- __ __ __ __ __ __ a A S =4" D= 10" Opening Factored Center Point Load (kips) r 1 ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 ■ A 4 20M 20M 20M 20M 5 _ 20M 20M 20M 20M 2DM -- -- ■ 6 20M 20M 20M 20M -- -- -- -- r 7 20M 20M 20M -- 8 20M 20M -- -- -- -- .- _. -- __ 0 J 9 20M 20M -- -- -- -- -- -- -. .. - -- z 10 20M 20M -- -- -- -- -- -- -- -- -- -- T 1 12 20M 20M -- -- -- -- -- -- -- -- -- -- - i 14 20M 20M -- -- -- __ __ -- __ -- __ -- -- __ __ Ce 16 20M -- -- __ __ -- -- __ __ -- -- __ __ __ 18 20M - -- -- -- -- -- -- -- -- -- - -- -- -- -- Lld r 1 20 -- -- -- - - W - -- -- -- -- -- -- -- - a. A S = 5" D =1O" Z Opening Factored Center Point Load (kips) - r ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 8.744 17.306 7. 868 8.43 8.992 9.554 10.12 3 tR9 \ 4 4 5 20M 20M 20M Z 6 20M 20M 20M 20M 20M -- W r ■ 7 20M 20M 20M 20M 2DM -- -- -- a A 8 20M 20M 20M 20M -- -- -- -- -- 9 20M 20M 20M -- -- -- -- -- -- 10 20M 20M 20M - -- -- -- -. -- __ r • 12 20M 20M 20M -- -- -- -- -- -- _- -- -- -- i- . • 14 20M 20M -- -- -- -- -- -- -- -- -- -- 16 20M -- -- -- -- -- 18 20M 20M -- -- r • 20 20M 20M -- -- -- -- -- -- -- -- -- - -- -- -- S =7" D =16" Opening _ Factored Center Point Load (kips) r 1 ft 1 -124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 3 a 4 4 5 6 ' • 7 9 NO ' STIRRUPS 10 r 1 12 2 -20M L. A 14 2 -20M 2 -20M 2 -20M 2 -20M 16 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 18 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20MI • -- -- r • 20 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M - -- -- www.logixicf.com • r Good. � OGIX Good. Solid. Logix. 6 - 6 6 NSULATED CONCRETE FORMS r 1 Rev. Dec 01/05 • - r ■ • PRODUCT MANUAL 6.3 - CANADIAN ENGINEERING ANALYSIS r REPORT: IMPERIAL UNITS L • TABLE 4D - 10" THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED ` Where not shown otherwise, bottom steel is 2 -15M S = 9" D =20" Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 6.43 8.992 9.554 10.12 • • 3 - 4 5 r 6 7 8 1l 0 STIRRUPS STIRRUPS 9 1 10 12 h. . 14 16 2 -20M 2 -20M 2 -20M 18 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 20 2 -20M 2 -20M 2 -20M - 2 -20M 2 -20M 2 -20M 2 -20M -- • • S =11" D =24" Opening - Factored Center Point Load (kips) Ir ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 • • 3 4 5 r 1 6 l • � 8 - NO STIRRUPS 9 1 10 12 • • 14 - CC 16 r t LJJ 18 2 -20M 2 -20M u.i 20 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M Z S =14" D =30" r • - Opening Factored Center Point Load (kips) ft 1.124 1.686 2.248 2.81 3.372 3.934 4.496 5.058 5.62 6.182 6.744 7.306 7.868 8.43 8.992 9.554 10.12 • 0 3 4 - 5 • 1 11J 6 - - • • - 7 8 NO STIRRUPS r , 1 12 • • 14 16 r 1 18 20 • • Notes: I 1 1. 1 kip = 1000lb = 455kg 2. Where not shown otherwise, bottom steel is 2 -15M r 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. r • • 5. Blank regions require no stirrups. Shaded regions require stirrups. • • r www.logixicf.com • • • OG IX Good. Solid. Logix. s - s NSULATED CONCRETE FORMS • Rev. Dec 01/05 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNIT S r ✓ ' • J LOG1X BUILDING SYSTEM r • Engineering Analysis Report ` • For Logix Insulated Concrete Forms r • L -A Prepared by. ✓ 1 Fulcrum Engineering Limited ` 16b Rowland Crescent St. Albert, AB T8N 5B3 r Ph: (780) 458 -1550 FAX: (780) 459 -9554 • ✓ 1 CONTENTS: • A Description, Usage & Limitations, Structural Design & Performance '^ L A V Figure 1: Logix Foundation Wall Z Tables 1A, 1B, 1C: Minimum Vertical Reinforcement —' for 159, 203, & 254 mm Basement Walls °C LLI r -, Figure 1A: Crawl Space Reinforcement Requirements ,� • Figure 2: Logix Wall Section Z Table 2: Vertical Reinforcement Spacing, Above Grade Walls r Figure 7: Logix Lintel Reinforcement — Uniform Loads Z Tables 3A, 3B. 3C & 3D: Logix Lintel Reinforcement for w 1... A Uniform Loads - 102, 159, 203 & 254 mm Lintels • Figure 8: Logix Lintel Reinforcement — Point Loads ' 1., A Tables 4A, 4B & 4C & 4D: Logix Lintel Reinforcement for Point Loads - 102, 159, 203 & 254 mm Lintels ' 1 . A ✓ 1 . • PERMIT TO PRACTICE ,, EN G1/4,, ,,� ' �� , `" FULCRUM ENGINEERING LIMITED O �P ‘ C N1N �� ' r 0 / Y a b o � r -.1 Signature lC -t___ . c__. f'fr 9 L. _ ' __ — Date Z 3 Oa 6 4 � H. D. KN1'NS8 PERMIT NUMBER: P 5627 p !_ ^ / '" / 1 .ij �' /'S M " �° . J , / r 1 The Association of Professional Engineers, • • t � � , v -� �a Geologists and Geophysicists of Alberta ` � [ • .4 , EMU r ' L A www.logixicf.com • r 1 Good. Solid. Logix. 6 — 6 8 LOG IX 1 1INSULATE0 CONCRETE FORMS ✓ 1 Rev. Dec 01/05 ✓ 1 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ✓ REPORT: Si. UNITS • • r • . LOGIX INSULATED CONCRETE FORMS ✓ , • J Engineering Analysis Report r DESCRIPTION: r • Logix Building System units are modular interlocking concrete forms consisting of • A two EPS panels interconnected with polypropylene ties that are molded into the panels at 203mm horizontal spacing. The forms are dry -laid, using a running bond, and are filled with concrete to form a monolithic insulated wall. The ties provide a convenient method • • of holding the reinforcement in proper position, as well as a means of attaching the finishes • • to the wall. • A External dimensions of the basic unit are nominally 1220mm in length by 406mm in height, and with each of the two 70mm thick EPS panels spaced to provide a concrete core thickness of 102, 159, 203 or 254mm. A wide variety of special units and accessories, • z including corners, halves, transitions and ledges permit the system to be adapted to many A different situations. cc LLI USAGE AND LIMITATIONS: • • — Logix walls are intended to be used both above and below grade, and can carry • A large vertical as well as lateral loads. They are particularly effective for residential and light z commercial and industrial buildings; providing excellent insulation as well as thermal mass ✓ W and structural strength. They can be easily adapted to accommodate concrete floors and A other "non- standard" building systems. Construction must be in conformance with the Logix Product Manual, including assembly of formwork, bracing, accurate rebar positioning, concrete mix design & placement, • • and details for interconnection with the other building components. The interior face of panels must be protected from fire on the inside of the • • building in accordance with Sentence 9.10.16.10(1) of the NBC 1995. For above -grade installations, the exterior face shall be protected with materials conforming to NBC • , 1995, sections 9.20, 9.27 and /or 9.28. For below grade installations, a membrane or damp - proofing compatible with EPS must be provided in accordance with NBC 1995 9.13.1.1. Backfill must be placed against the wall without damaging the damp - proofing, and must be well drained, with a drainage system installed per the NBC. • ✓ i ✓ www.logixicf.com • - Good. Solid. Logix. 6-69 O G I X NSUTATED CONCRETE FORMS ✓ , • • Rev. Dec 01/05 r • PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNITS r , L. A r • STRUCTURAL DESIGN AND PERFORMANCE: : The Logix Building System can be used for an infinite variety of building situations , with proper engineering. This report, with its load tables and diagrams, is intended to ` ' assist with the structural design of the more common situations encountered in Canada, • using the Logix system for the basement only, or continuing to a second floor and /or roof. : Where unusual conditions are encountered, it is recommended that the user consult a designer who can evaluate the loadings to the various components and who can appreciate • the limitations of "prescriptive" design under unusual conditions. Connection details have generally been excluded from this report because of the great variety of floor and roof • • systems that can be used with the Logix wall system. The designer should refer to the Logix Product Manual and the literature for the various proprietary products that are available for connections, which are an important part of the total design. , • Basement Walls: Tables 1A, 1B and 1C provide vertical reinforcement for 159, 203 and 254mm l7 basement walls of various heights and backfill conditions. The walls are intended to z , conform generally to Figure 1, 1A, or 2. The tables were made to be applicable whether — , the walls above the main floor are a continuation of the Logix System or are wood frame or °C some other system, and with or without masonry veneer or concrete floors. Design is based "' upon the requirements of CSA A23.3. "' Basement wall vertical reinforcement requirements are governed primarily by lateral loads from the backfill soil. To account for the slenderness of the walls, the design moment from the soil pressure were increased by an amplification factor which ,, r is a function of the vertical load and of the wall height and stiffness. For the range of 6 loads that are routinely encountered, this factor is quite small, so the tables were simply • • computed on the basis of a vertical load which is at the high end of what is probable. For the 203 and 254mm wall, the factored vertical load of 120kN /m corresponds to supporting 2 stories of 159mm Logix wall, complete with masonry veneer, as well as a 12m span of r roof (3kPa total load) and 2 levels of 6.1m span concrete floors. The factored vertical load of 90kN /m for the 159mm basement wall assumes slightly shorter roof and floor spans and 102mm thick Logix block for the second storey. A 25mm eccentricity was assumed r for the vertical load at the top of the wall in order to allow for such things as changes • ' in wall thickness between stories, masonry veneer, and various connection details with , the joists and trusses. Relevant equivalent backfill density depends upon soil type and drainage conditions, with the 4.7kN /m3 (480kg /m3) corresponding to a well drained granular soil (sand or gravel), and the 9.4kN /m3 (960kg /m3) corresponding to a heavier r and finer grained soil (clay) that is still drained. The notes for the Tables call for increasing ' reinforcement slightly in the cases of soil surcharge from vehicles or extra eccentricity. ✓ • A www.logixicf.com • r Solid. Logix. Good. SOIId• LOgIX• 6-70 0G IX NSULATED CONCRETE FORMS ✓ '1 Rev. Dec 01/05 • F • A PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNITS • I For a few cases, involving 159mm walls at higher wall heights and larger lateral pressures, the recommended reinforcement is controlled by the 1/180 deflection criteria. In consideration of the long term nature of the lateral soil pressure, the moment of inertia of the wall was computed on the basis of a cracked section. The horizontal reinforcement is provided to control concrete shrinkage and temperature cracking, for load distribution, and to position the vertical reinforcement. • Positioning the vertical reinforcement requires a minimum of 1 -10M at 812mm spacing, which provides an area of steel that is roughly equivalent to what is used in common practice for conventional cast -in -place concrete foundation walls. Considering that the concrete of a Logix wall is protected from temperature extremes, this amount of horizontal steel is considered adequate, even though somewhat less than the usual, but non - mandatory recommendations of CSA A 23.3. Above Grade Walls: r • l7 Table 2 provides vertical reinforcement for above grade exterior walls for most z conditions that are likely to be encountered in one and two storey residential construction in Canada. The reference wind pressures correspond to the hourly wind pressures normally found in the various Provincial Building Codes. The actual design load on the wall comes from the reference pressure factored for exposure, building shape and the effect of gusts in accordance with Section 4.1.8 of the National Building Code of Canada, 1995 and its Commentary B. Since Table 2 applies to more slender walls than Table 1, slenderness and vertical loads are slightly more of a factor, and therefore reinforcement is shown for various z different vertical axial loads. The factored axial load of 30kN /m, for the 102mm wall, is • ,,,, typical of a roof load only (12m span and 3kPa). The 45kN /m is typical of a roof plus a 1, A wood frame 2nd floor and 2nd storey wall, and the 60kN /m load is typical of a roof plus a concrete 2nd storey and 2nd storey wall. Loads for the 159mm wall are slightly more than for the 102mm to allow for the extra weight of concrete. Wall heights up to 4880mm are considered in order to facilitate the design of the tall walls often encountered in "great rooms ". For the 203mm wall, slenderness effects are relatively less important than for the . . thinner walls, so a factored axial load of 120kN /m was allowed for in order to cover most foreseeable situations, including even the loads from a roof, 2 concrete floors, and full height ICF wall with masonry veneer, such as could be imposed upon the exposed wall of a ▪ ' walkout basement. • , L. Tables 3A, 3B, 3C and 3D, along with Figure 7, show the required reinforcement for common lintels over windows and doors. These tables provide the bottom (tension) steel requirements, as well as the extent of stirrup reinforcement for a range of uniform factored • loads. ✓ , l A F • www.logixicf.com • Good. Solid. Logix. 6-71 S L OG IX 'M NSULATEO CONCRETE FORMS r h . Rev. Dec 01/05 ✓ , PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ` REPORT: S.I. UNITS 1. A FIGURE 1 - LOGIX FOUNDATION WALL ✓ 1 I I • A ' r • I I Anchor bolt I. A Finished grade 129 ay r • 1. r I H " i 1 . i + + � ig �� � Pl ace horizontal rebar + + + + �, in top course. See Note 2 + + + + • 1 + ill !7^PIol + r • LOGIX Taper Top my, r 1 r • II 4 orizontal reinforcement NOTES: Z — r 1 See Note 1 1. Figure 1 illustrates general wall 1 A 0 reinforcement layout. See Tables FY t 1A, 1B, 1C & 2 for further 0 d vertical wall reinforcement details. LLI � I• r , po Q d 0 2• The following lists the LY 3 recommended horizontal rebar size a) See Note 3 F� � Z c and spacing: — ■ o 011110 LOGIX Standard Forms .o ABOVE GRADE WALLS - Horizontal r v Rebar 0 • Y o Wall Thickness, in. Recommended Bar Z o 1111 LL (mm) Size A Horizontal m ® Spacing w r , ®. 4" (102mm) # 4 @ 32" o/c (10M ® I Vertical reinforcement @813mm O /c) ® See Note 1 6.25" (159mm) @ 32" olc (10M r @813mm o /c) I, J 8" (203mm) @ o /c) 0: r 1 ,, ®01 BELOW G WALLS - Horizontal ` Rebar it ti Place horizontal rebar Wafl Th /ckness, in. Recommended Bar Vet in bottom course. Size 8 Horizontal See Note 2 (mm) r 0 Spacing v i 6.25" (159mm 10 ), 8" A (203mm)" @813mm o /c) F. ~ (254mm) x Oiki ,� In addition to the above horizontal o \ rebar size and spacings, one 1. A V I ii d . . horizontal rebar should be placed in the top and bottom course. • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Footing .. 0000000000 0 °o °o °o °o °o °o • 1 reinforcement, ° o ° o ° o ° 0 3 For 6.25" (159mm), 8" (203mm) as per specs Q0000° - and 10" (254mm) LOGIX forms, L. A i -/ -.• � -.7 �j� " as per Tables 1A to 1C, d = A \i\i\�r\i \ A , 4.25" (108mm), 6" (152mm) and • 8" (203mm) respectively. r L A www. logixicf.com • • , Good. Solid. Logix. 6 -7 2 L OG IX NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01105 . Ad r 11 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS r • REPORT: Si UNITS h. A FIGURE 1A - CRAWLSPACE REINFORCEMENT REQUIREMENTS N ✓ 1 l 4 ✓ 1 ■ ✓ ■ L . ✓ 1 L A I Anchor bolt, as per specs r • ■ .4 J \ r • e I ' ' y, Horizontal reinforcement 7 + + + hl/0A (see Notes) ✓ ■ + + + + ++ ® r�1 LOGIX Taper Top ■ 4 0 See Note 1 A. ro t MO + Vertical reinforcement Z (see Notes) r • F ' 9 • et r diahe WI -C rn W (3) L r • T 0111 a� LOGIX forms w I Iti o = >_ 3 Z a o r 1 CD v L • 0 '0". 1 10 V) l ♦ O x � r ♦ \ ,1 ro L J ... �� / / / .� / / .� ./ / � / / . Footing a reinforcement, 4 'a' NOTES: ✓ as per specs ■ ♦ \ �\ "/ �\ "/ jV ".• 1. 4" (102mm) LOGIX wall: d = 2.5" (64mm) /\ /\ /\ /\ /\ /\ / \ 6.25" (159mm) LOGIX wall: d = 4.25" (108mm) 8" (203mm) LOGIX wall: d = 6" (152mm) r • 10" (254mm) LOGIX wall: d = 8" (203mm) L 4 2. Min. vertical rebar, use #4© max. 48" on centre (10M ©1220mm) for 6Dksi steel ( #4 ©32" for 40ks r • steel) fnr the fnllowing conditions (npplicnhle to c) LOGIX wall sizes): L • Wall height: <= 4' -10" (1473mm) Equivalent fluid density: <= 75pcf (120t /m') (w,/ no surcharge) ✓ 1 3. Horizontal rebar (applicable to all LOGIX wall sizes). L A #4032" on center, max. spacing (10M 0813mm). Provide one addition #4 (10M) horizontal rebar in bottom and top course. r • L A I' • www.logixicf.com • L ' Good. Solid. Logix. 6 — 7 3 , OO IX M NSULATED CONCRETE FORMS r • L A Rev. Dec 01/05 ✓ , PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS • REPORT: S.I. UNITS , , FIGURE 2 - LOGIX WALL SECTION ✓ 1 I. ; r ►- ��-_ _ - _ . A i -- . � - 2" x 8" plate 111 r ` c/w sill gasket 114 ■ & anchor bolt, � per p $ d i0'1 /2" [ drywall r 1 as er secs 4" LOGIX form $11110 ubflooring r • Si �„� ' IM joist ` ' Wall reinforcement � G� �; (see Notes) 'I -fP. , �;� loor joist 0111 LOGIX Transition Or. e , , form Stirrup ,w�R• -. m,p lEl 0 . 4 � reated 2x3 sill c/w Z LOGIX 6.25" So a counter sunk anchor — r ■ Transition For o�': bolts, as per specs cc 6. A bol g- ,. ..0' w Finished grad I��l• loor joist w ' =it hanger •. Z S *01P Kiln 0 r • LOGIX Brick Ledg k is� stirrus / 1 -'' — Z LOGIX Brick Ledge - "ai �' l i�% w r -, for '.% 1110 Anchor bolt �i • Waterproofin L r ' v ■ • 0 ir , P m oncrete floor Filter fabric x , (optional) ° 3/4 19mm � �V ' crushed ston- � �� A r • over pip -.*::-.?°: MEI o ° o ° ° ° ° ° a ° ° ° o ° o e'``4 :;';';' A I 1 4" (102mm) . perforated Compacted soil drain tile Footing & footing ndisturbed soil r . reinforcement, or bedrock . ,i as per spec NOTES: See Tables 1A, 1B, 1C and 2 for reinforcement details. r ` . A www.logixicf.com • r Good. Solid. Logix. 6 - 7 4 I OG IX h. - NSULATEO CONCRETE FORMS r Rev. Dec 01/05 . ✓ . PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: Si. UNITS ✓ BELOW GRADE WALLS TABLE 1A - MINIMUM VERTICAL REINF. FOR 159mm BASEMENT WALLS i ✓ 1 Maximum Maximum Bar Spacing (mm) • 1 Height of Unbalanced Maximum Maximum Maximum Maximum Basement Backfill 10 Equivalent Density 10 Equivalent Density 10 Equivalent Density 10 Equivalent Density Wall (m) Height (m) 4.7kN /m 7.1kN /m 9.4kN /m 12kN /m r (480kg /m (720kg /m (960kg /m (1200kg /m . 4 2.440 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1220 1220 1220 813 1220 1220 610 1016 1220 1.829 1220 1220 1220 813 1220 1220 610 813 1220 406 610 1016 r ' 2.134 813 1220 1220 508 813 1220 406 610 813 305 508 610 2.440 610 1016 1220 406 610 813 305 508 610 203 406 508 2.740 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1220 1220 1220 813 1220 1220 610 1016 1220 r • 1.829 1016 1220 1220 610 1016 1220 508 813 1220 406 610 813 2.134 813 1220 1220 508 813 1016 305 610 813 305 406 610 2.440 610 813 1220 305 610 813 203 406 610 203 305 406 2.740 406 610 1016 305 406 610 203 305 406 -- - 152 ✓ / 3 -048 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1016 1220 1220 813 1220 1220 610 1016 1220 1.829 1016 1220 1220 610 1016 1220 508 813 1016 406 610 813 2.134 610 1016 1220 406 610 1016 305 508 610 203 406 610 2.440 508 813 1220 305 508 610 203 406 508 - 152 203 2.740 406 610 813 203 406 610 -- 152 203 -- - -- . • 3.048 305 508 610 - - 203 - -- - -- - -- 3.658 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1016 1220 1220 1.524 1220 1220 1220 1016 1220 1220 610 1220 1220 610 813 1220 . ✓ "I 1.829 813 1220 1220 610 1016 1220 406 610 1016 305 508 813 • u , 2.134 610 1016 1220 406 610 813 305 508 610 203 305 508 2.440 406 610 1016 305 406 610 152 203 305 -- -- -- Z 2.740 305 508 610 152 203 305 - -- -- -- -- - r . 3.048 203 406 610 - - -- -- -- -- - -- -- - 3.353 -- 152 203 - -- - - -- -- - -- - . .. GC 3.658 -- - -- - -- -- -- -- -- -- -- - W 10M 15M 20M 1 10M 15M 20M I 10M 15M 20M 10M 15M 20M r ■ Notes: W 1. Where spaces have been left blank, the corresponding bar size is . , presumed to be less economical and/or practical and/or practical than that Z shown. Spacing should not exceed 1220mm regardless of bar size. Where a choice of bar sizes is given, smaller bars (at closer spacing) will ✓ ■ - generally provide better crack control. Recommended spacings have no been limited to those that produce simple repeating patterns with the ICF <12m roof span • .4 ties. Z 2. Reinforcing is Gr. 400MPa. Concrete strength = 20MPa. 1o2mm Logix wail 3. Concrete thickness = 159mm, with an effective depth, d (outer face of r • W concrete to bar centerline) = 108mm. Top of wall is laterally supported by the floor system. For general conformity of rebar placement, including Masonry • • horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. veneer 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 1.4kPa above grade. No soil surcharge. Applicable to all - ✓ 1 seismic zones in Canada. <6.1m cone. floor span 5. At windows (1.524m max. width & space between greater than width) add I • interrupted inner steel (10M min.) plus outer 10M to jambs for full storey height. Provide 15M min below windows and extend 610mm beyond 159mm Logix wall opening. Where lateral support is interrupted (such as at stairwell I • • adjacent to wall) reinforce as an opening. 6. Table 1A is based on a factored vertical load less than 90kN /m, which is IL • typical of a 2 storey brick veneer with 16" concrete floor spans, & minimal eccentricity (see Figure 3). Please note: height & thickness of above - grade walls, floor & roof spans, including materials (ie, wood frame, < 61mcone floor span Backfill ✓ 1 concrete or cladding) can vary provided the total factored load does not exceed 90kN /m. If ledge supports brick veneer with wood frame walls ▪ • above main floor, use rebar for 25mm higher backfill to allow for extra 9 159mm Logiz wall basement Wall eccentricity. 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. 8. Carefully consider floor /wall connection details for lateral loads, especially • • with higher backfills, walkout basements, and active seismic areas. 9. For light vehicles parked near the wall, use reinforcement corresponding with 25mm higher backfill. Figure 3: Assumed typical flooring, wall & roof for Table 1A ✓ '1 10. Soil density is often referred to as "equivalent fluid density ", and is the Height & thickness of above -grade walls, floor & roof spans, density of a liquid which would exert an equivalent horizontal load on a including materials (ie, wood frame, concrete or cladding) can • • wall. The actual soil density is generally greater - ranging between 14 & vary provided the total factored load does not exceed 90kN /m. 19kNlm (1440kg/m to 1920kg1m respectively). . A r www.logixicf.com Solid. Logix. 6 -7 5 LOG IX NSULATEO CONCRETE FORMS ✓ 1 I. • Rev. Dec 01/05 r 1 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS . REPORT: S.I. UNITS , .. TABLE 1B - MIN. VERTICAL REINF. FOR 203mm BASEMENT WALLS Bar Spacing (mm) r • Maximum Maximum a . Height of Unbalanced Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Basement Backfill Density 480 kg /nt Density 720 kg /rrt' Density 960 kg/M Density 1200 kg /m Wall (m) Height (m) (4.7kN/m (7.1kN/m (9.4kN /m (12kN /m r • 2.440 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 a 4 1.524 1220 1220 1220 1220 1220 1220 1220 1220 1220 1016 1220 1220 1.829 1220 1220 1220 1016 1220 1220 813 1220 1220 610 1016 1220 r 1 2.134 1220 1220 1220 813 1220 1220 610 813 1220 508 610 1016 2.440 813 1220 1220 610 1016 1220 406 610 1016 305 508 813 . 2740 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1220 1220 1220 1220 1220 1220 1016 1220 1220 r ■ 1.829 1220 1220 1220 1016 1220 1220 813 1220 1220 610 1016 1220 2.134 1016 1220 1220 610 1220 1220 508 813 1220 406 610 1016 ■ 2.440 813 1220 1220 508 813 1220 406 610 813 305 508 610 2.740 610 1016 1220 406 610 1016 305 508 610 203 406 508 r ■ 3 048 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1220 1220 1220 1220 1220 1220 813 1220 1220 a .4 1.829 1220 1220 1220 1016 1220 1220 610 1016 1220 610 813 1220 2.134 1016 1220 1220 610 1016 1220 508 813 1016 406 610 813 2.440 610 1220 1220 508 813 1016 305 610 813 305 406 610 r 1 2.740 610 813 1220 406 610 813 203 406 610 203 305 508 . A 3.048 406 610 1016 305 508 610 203 305 508 152 203 406 3 1.220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1220 1.524 1220 1220 1220 1220 1220 1220 1016 1220 1220 813 1220 1220 r 1 1.829 1220 1220 1220 813 1220 1220 610 1016 1220 508 813 1220 0 . . 2.134 813 1220 1220 610 813 1220 406 610 1016 305 508 813 2.440 610 1016 1220 406 610 1016 305 508 610 203 406 508 Z 2.740 508 813 1016 305 508 610 203 305 508 203 305 406 __ ' 1 3.048 406 610 813 203 406 508 152 305 406 - - 152 CC ' A 3.353 305 508 610 203 305 406 - - 152 - - - 3.658 203 406 610 152 203 305 - - - - - - L11 4267 1.220 1016 1220 1220 1016 1220 1220 1016 1220 1220 610 1220 1220 r 1 1.524 813 1220 1220 813 1220 1220 813 1220 1220 406 813 1220 W . . 1.829 813 1220 1220 610 1220 1220 508 1016 1220 305 610 1016 Z 2.134 508 1016 1220 406 813 1016 305 813 1016 203 406 610 2.440 406 813 1220 305 610 1016 305 610 813 305 508 r • 2.740 305 610 1016 305 508 813 254 406 610 - 254 406 0 3.048 203 508 813 254 406 610 203 305 406 - 203 305 3.353 203 406 610 203 305 508 - 305 406 - - 203 Z 3.658 - 305 508 - 305 406 - 254 305 - - - W r ■ 3.962 - 305 406 - 254 305 - - 305 - - 4.267 - 203 305 - - 305 - - 254 - - - ` A 4.877 1.220 813 1220 1220 813 1220 1220 813 1220 1220 610 1220 1220 1.524 813 1220 1220 813 1220 1220 610 1220 1220 406 813 1220 r 1 1.829 610 1220 1220 508 1016 1220 406 813 1016 305 610 813 2.134 508 1220 1220 406 813 1220 305 610 1016 203 406 610 2.440 406 1016 1016 305 610 813 254 406 610 - 305 406 2.740 305 813 813 254 508 813 203 406 508 - 203 305 r 1 3.048 305 610 813 203 406 508 - 305 406 - - 203 3.353 203 405 610 - 305 406 - 254 305 - - - h A 3.658 - 305 508 - 305 406 - - 305 - - 3.962 - 203 406 - 254 305 - - 254 - - 4.267 203 406 - - 305 - - - - - r 1 4.572 - - 305 - - 254 - - - - - - 4. . 4.877 305 - - - - - 10M 15M 20M 10M 15M 20M 10M 15M 20M 10M 15M 20M lkN = 224.81b = 102kg Bar Size r 1 Notes: See following page. r a www.logixicf.com m r 1 Good. Solid. Logix. 6 -76 , OGIX NSULATED CONCRETE FORMS r 1 Rev. Dec 01/05 a . r PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS • ♦ REPORT: S.I. UNITS IL A TABLE 1B - MIN. VERTICAL REINF. FOR 203mm BASEMENT WALLS CONTINUED ✓ ♦ Notes (refer to Table 1B): 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and/or practical than that shown. Spacing should not exceed 1220mm regardless of bar size. Where a choice of ✓ bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. 2. Reinforcing is Gr. 400MPa. Concrete strength = 20MPa. ✓ ♦ L , 3. Concrete thickness = 203mm, with an effective depth, d (outer face of concrete to bar centerline) = 152mm. Top of wall is laterally supported by the floor system. For general conformity of rebar placement, including horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. ▪ • L , 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 1.4kPa above grade. No soil surcharge. Applicable to all seismic zones in Canada. ✓ 5. At windows (1.524m max. width & space between greater than width) add interrupted inner steel (15M • min.) plus outer 15M to jambs for full storey height. Provide 2 -15M min below windows and extend 610mm beyond opening. Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. r • 6. .Table 1B is based on factored vertical Toad less than 120kN /m, which is typical of 2 storey brick veneer with 6.096m concrete floor spans, & minimal eccentricity (see Figure 4). Please note: height & thickness of above - grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total factored load does not exceed 120kN /m. If ledge supports brick veneer with wood frame walls 6. A above main floor, use rebar for 25mm higher backfill to allow for extra eccentricity. Z 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. r 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout basements, w and active seismic areas. W 9. For light vehicles parked near the wall, use reinforcement , 12m roof span Z corresponding with 25mm higher backfill. ✓ ♦ 10. Soil density is often referred to as "equivalent fluid 159mm Logix wall l7 density ", and is the density of a liquid which would exert an equivalent horizontal load on a wall. The actual soil density is generally greater — ranging between 14 & 19kN /m veneer" ✓ ♦ ur (1440kg/m3 to 1920kg/m3, respectively). 6.1m conc. floor span b. 159mm Logix wall r • L. i 6.1m conc. floor span Backfill I L. i 203mm Logix basement wall r L ✓ ' Figure 4: Assumed typical flooring, wall & roof for Table 16 Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided ✓ ♦ the total factored load does not exceed 120kN /m ✓ ♦ www.Iogixicf • Good. Solid. Logix. 6 - 7 7 �OC7 IX NSULATED CONCRETE FORMS Rev. Dec 01/05 PRODUCT MANUAL , 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNITS , TABLE 10 - MIN. VERTICAL REINF. FOR 254mm BASEMENT WALLS 7 Maximum Maximum Bar Spacing (mm) Height of Unbalanced Maximum Equivalent Maximum Equivalent Maximum Equivalent Maximum Equivalent Basement Backfill Density 480 kg /m Density 720 kg /n1 Density 960 kg/m? Density 1200 kg /rrt Wall (m) Height (m) (4.7kN /m (7.1kN/m (9.4kN/m (12kN/m 4.267 1.220 1220 1220 1220 1220 1220 1220 1016 1220 1220 813 1220 1220 1.524 1220 1220 1220 1016 1220 1220 813 1220 1220 610 1220 1220 1.829 1016 1220 1220 813 1220 1220 610 1016 1220 406 813 1220 r 1 2.134 813 1220 1220 610 1220 1220 508 1016 1220 305 610 813 2.440 610 1016 1220 406 1016 1016 406 813 1016 203 406 610 . .. 2.740 508 1016 1220 406 813 1016 305 508 813 - 305 508 3.048 406 813 1016 305 508 813 254 406 610 - 254 406 , . 3.353 406 813 1016 254 406 610 203 305 508 - 203 305 3.658 305 610 813 203 406 508 - 305 406 - - 254 . . 3.962 305 508 813 - 305 508 - 305 406 - - 203 4.267 254 406 610 - 305 406 - 254 305 - - 203 , . 4.877 1.220 1220 1220 1220 1220 1220 1220 1016 1220 1220 813 1220 1220 1.524 1220 1220 1220 1016 1220 1220 813 1220 1220 508 1016 1220 . 1.829 1016 1220 1220 813 1220 1220 508 1016 1220 406 813 1220 2.134 813 1220 1220 508 1016 1220 406 813 1220 254 508 813 2.440 610 1016 1220 406 813 1220 305 610 1016 203 406 610 ' 2.740 508 1016 1220 305 610 1016 305 508 813 - 305 508 . . 3.048 406 813 1016 305 508 813 254 406 508 - 254 305 3.353 305 610 1016 254 406 610 203 305 406 - 203 305 3.658 305 508 813 203 305 508 - 305 406 - - 254 ' 1 3.962 254 406 610 - 305 406 - 254 305 - - 203 uL 4- 4.267 203 406 508 - 305 406 - - 305 - - - 4.572 - 305 508 - 254 305 - - 254 - - - Z 4.877 - 305 406 - - 305 - - - - - _ • 1 5 486 1.220 1220 1220 1220 1016 1220 1220 813 1220 1220 610 1220 1220 CG . 1.524 1220 1220 1220 813 1220 1220 813 1220 1220 508 1016 1220 1.829 813 1220 1220 610 1220 1220 508 1016 1220 305 813 1016 W 2.134 610 1220 1220 508 1016 1220 406 813 1016 254 508 813 LtJ r 1 2.440 508 1016 1220 406 813 1016 305 508 813 203 406 610 ■ 2.740 406 813 1220 305 610 813 254 406 610 - 305 406 Z 3.048 305 610 1016 254 406 610 203 305 508 - 203 305 _ 3.353 305 508 813 203 406 508 - 305 406 - - 254 r ■ 3.658 254 406 610 - 305 406 - 254 305 - - 203 V' 3.962 203 406 508 - 305 406 - - 305 - - - Z ` ' 4.267 - 305 508 - 254 305 - - 254 - - 4.572 - 305 406 - - 305 - - - - - - 1.1.1 r 1 4.877 - 305 406 - - 254 - - - 5.182 254 305 - - - - - - - - - i 5.486 - - 305 - - - - - - - - 6.096 1.220 1016 1016 1220 813 1220 1220 813 1220 1220 610 1220 1220 • 1 1.524 813 1016 1220 813 1220 1220 610 1016 1220 406 813 1220 1.829 813 1016 1220 508 1016 1220 508 1016 1220 305 610 1016 - 4 2.134 508 813 1220 406 813 1016 406 813 1016 254 508 610 2.440 406 813 1016 305 610 1016 305 508 813 - 305 508 2.740 406 813 813 305 508 813 254 406 610 - 254 406 3.048 305 610 813 254 406 610 203 305 508 - 203 305 . 3.353 305 508 813 203 305 508 - 305 406 - - 254 3.658 254 406 610 - 305 406 - 254 305 - - 203 3.962 203 305 508 - 254 305 - - 305 - - - r 4.267 - 305 406 - - 305 - - 254 - - - . 4.572 - 305 406 - - 305 - - - 4.877 - 254 305 - - 254 - - - 5.182 - - 305 - - .. - - - _ ' 5.486 - - 305 - - . - - - - - . 5.791 - - 203 . - - - - - - _ 6.096 - - - - - - - - - - - 10M 15M 20M - 10M 15M 20M 10M 15M 20M _ 10M 15M 20M r 1 kN = 224.81b = 102kg Bar Size . . Notes: See following page. r 1 ■ A www.logixicf.com • r • Good. Solid. Logix. 6 -78 LOGIX . - NSULATEO CONCRETE FORMS Rev. Dec 01/05 • . r PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS r REPORT: S.I. UNITS TABLE 10 - MIN. VERTICAL REINF. FOR 254mm BASEMENT WALLS CONTINUED Notes (refer to Table 1C): 1. Where spaces have been left blank, the corresponding bar size is presumed to be less economical and/ or practical than that shown. Spacing should not exceed 1220mm regardless of bar size. Where a choice of ✓ ` bar sizes is given, smaller bars (at closer spacing) will generally provide better crack control. Recommended spacings have been limited to those that produce simple repeating patterns with the ICF ties. 2. Reinforcing is Gr. 400MPa. Concrete strength = 20MPa. 3. Concrete thickness = 254mm, with an effective depth, d (outer face of concrete to bar centerline) = 203mm. Top of wall is laterally supported by the floor system. For general conformity of rebar placement, including horizontal rebar, see Figure. 1, Figure. 1A or Figure. 2. ✓ 1 4. Deflection criteria = 1/180 with a 5+ yr. sustained load deflection factor of 3. Wind load = 1.4kPa above grade. No soil surcharge. Applicable to all seismic zones in Canada. ✓ 5. At windows (1.524rn max. width & space between greater than width) add interrupted inner steel (15M L. 41 min.) plus outer 15M to jambs for full storey height. Provide 2 -15M min below windows and extend 610mm beyond opening. Where lateral support is interrupted (such as at stairwell adjacent to wall) reinforce as an opening. 6. .Table 1C is based on factored vertical load less than 120kN /m, which is typical of 2 storey brick veneer with 6.096m concrete floor spans, & minimal eccentricity (see Figure 5). Please note: height & thickness of above - grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided ✓ ` the total factored load does not exceed 120kN /m. If ledge supports brick veneer with wood frame walls L. • above main floor, use rebar for 25mm higher backfill to allow for extra eccentricity. Z 7. For walls with over 50% of height exposed to wind, also check rebar requirements for above grade walls. r 8. Carefully consider floor /wall connection details for lateral loads, especially with higher backfills, walkout basements, w and active seismic areas. ✓ w 9 . For light vehicles pare near the wall, use reinforcement > 12 m roof s pa n • ' corresponding with 25mm higher backfill. 10. Soil density is often referred to as "equivalent fluid F - Logix wall 0 density ", and is the density of a liquid which would exert Z an equivalent horizontal load on a wall. The actual soil density is generally greater - ranging between 14 & 19kN /m "" °' ° "`' veneer ✓ w (1440kg /m3 to 1920kg/m3, respectively). L. J 6.1m conc. floor spar, r . I F Logix wall ✓ ' • I "i9 r\\\ 6.1m conc. floor span 8 ackfdl r ▪ I . —254mm Logix basement wall r L I ✓ Figure 5: Assu flooring, wall & roof for Table 1C. L • Height & thickness of above -grade walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can vary provided the total ✓ ' factored load does not exceed 120kN /m L www.logixicf.com • Good. Solid. Logix. 6— 7 9 LOG IX l i mm INSULATED CONCRETE FORMS I Rev. Dec 01/05 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS . • REPORT: S.I. UNITS ABOVE GRADE WALLS r TABLE 2 - VERTICAL REINFORCEMENT SPACING FOR ABOVE GRADE WALLS ✓ 1 102mm Thick Wall 159mm Thick Wall 203mm Thick Wall Max. Wall Height (mm) Max. Wall Height (mm) Max. Wall Height (mm) • .4 Reference Factored Factored Factored Pressure Axial Axial Axial 2440 2740 3050 3660 2440 3050 3660 4270 4880 2440 3050 3660 4270 4880 5490 6100 (kPa) (kN /m)' (kN /m)" '" (kNlm) l411 r 1 0.4 30 1016 812 610 508 45 1220 1016 812 610 406 l • 0.4 45 1016 812 610 406 50 1220 1016 812 610 406 120 1220 1016 812 610 508 406 305 0.4 60 1016 812 610 406 65 1220 1016 812 610 406 • 1 0.5 30 1016 812 610 406 45 1220 812 610 508 406 ` 0.5 45 812 610 610 406 50 1220 812 610 508 406 120 1220 812 610 508 406 305 305 0.5 60 812 610 508 406 65 1220 610 610 508 406 r • 0.6 30 812 610 508 305 45 1016 610 508 406 305 • 4 0.6 45 610 610 508 305 50 1016 610 508 406 305 120 1016 812 610 406 305 305 254 0.6 60 610 508 406 305 65 1016 610 508 406 305 ✓ 1 0.7 30 610 508 406 305 45 812 610 406 305 254 • / 0.7 45 610 508 406 305 50 812 610 406 305 254 120 1016 610 508 406 305 254 254 0.7 60 610 508 406 254 65 812 610 _ 406 305 254 ✓ 1 0.8 30 610 508 406 254 45 812 610 406 305 203 1. .4 0.6 45 610 406 406 254 50 812 610 406 305 203 120 812 610 508 305 305 254 203 0.8 60 508 406 305 254 65 812 610 406 305 203 I • 0.9 30 508 406 305 203 45 812 610 305 254 203 0.9 45 508 406 305 203 50 812 610 305 254 203 120 812 610 406 305 254 203 203 h. • 0.9 60 508 406 305 203 65 _ 812 610 305 254 203 Z ✓ 1 1kN = 224.81b = 102kg - . • Notes: CC 1, Rebar is 10M centered in wall (d = 51, 79, or 101; see Figure 1), fy = 400MPa, f'c = 20MPa. W ✓ 1 LU 2. R Pressure is g 1130 per NBC 1995, CpCg = 2.0, CpiCg = 0.7, Ce = 0.9, (2.43 Total factored load), (3.65 Wind Toad Z . A 3. For 15M, double the spacing shown , but do not exceed 1220. For equal steel quantities, 10M will generally provide r • better crack control. 0 4. 1/240 deflection criteria, but not generally controlling, since deflection is generally taken as uncracked section. Z W r • 5. Recommended spacing be limited to those that produce simple patterns with the ties. 6. Controlling load combination is wind and dead load, which is taken as approximately Y2 the total load. The load at the top of the wall is taken as 25mm eccentric. r • 7. At windows and door openings, add interrupted steel, but 15M min., to jambs for full storey height, Provide 15M min. 6. .1 above and below windows, extended 610 beyond opening. 8. Minimum horizontal reinforcement shall be 10M @ 813mm o.c. for 102mm and 159mm walls and 10M © 406mm o.c. for r 1 203mm walls. . .4 9. For factored axial load, multiply actual dead Toads by 1.25 and specified live loads by 1.5. 10. 30kN /m = factored axial load from roof only (12m span, 3kPa), see Figure 6a. 45kN /m = factored axial load from roof, r • plus 2nd storey wood floor & 2nd storey wood frame wall (see Figure 6b). 60kN /m = factored axial load from roof, plus L. .1 2nd storey concrete floor & 2nd storey 102mm concrete wall (see Figure 6c). 11. Factored axial loads for the 159mm wall is slightly more than for the 102mm wall (refer to Note 10) to allow for the extra r 1 weight of concrete. • .r 12. Factored axial load of 120kN /m was allowed in order to consider most foreseeable situations, including loads from a roof, 2 concrete floors, and full height ICF walls with masonry veneer. ✓ 1 13. Please note: height & thickness of walls, floor & roof spans, including materials (ie, wood frame, concrete or cladding) can . vary provided the total factored axial load does not exceed the tabulated Max. Axial Loads. . .4 www.logixicf.com r • • Good. Solid. Logix. 6 - 8 0 B OG IX, l Al NSOLArED CONCRETE FORMS Rev. Dec 01/05 . ✓ 1 • • PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS • , REPORT: 5.1. UNITS • J FIGURE 6 - ABOVE GRADE WALLS (ref. to Table 2) ✓ 1 • A r \ • • 1 2nd :torcy wood frame wall & floor \ J I 1 I■ • J <- 12m roof span t ✓ 2.44 to \ A 102mm Logix wall ,,gall 2.44 to he3ight 66m 1 02mm Logix waft 3.66m (Loading from roof only) (Loading from roof, "I 2nd storey wood height I '1 frame wall &floor) L I Backfill 1 I Backfill ✓ 1 (a) Roof spans can vary provided the total (b) Height & thickness of walls, floor & roof spans, z factored axial load does not exceed 30kN /m including materials (ie, wood frame, concrete or — cladding) can vary provided the total factored axial • J load does not exceed 45kN /m et ✓ 1 W W z f I . J 2nd storey 107mm Logix wall z & concrete floor • ■ W \ • ✓ 1 L .4 102mm Logix wall 2.44 to 3.66m (Loading from roof, wall height ✓ , 2nd storey ncrete wall &floor) co ✓ 1 Backfill (c) Height & thickness of walls, floor & roof spans, ✓ 1 including materials (ie, wood frame, concrete or • • cladding) can vary provided the total factored axial load does not exceed 60kN /m ✓ 1 L J Figure 6: Assumed typical flooring, wall and roof for 102mm Above -grade wall shown in Table 2 (similar for 159mm and 203mm Above -grade walls; see Table 2, Note 10, 11, & 12). ✓ 1 . J ✓ , www.logixicf.com • Good. Solid. Logix. 6 -81 LQJ GX L FORMS ✓ 1 L J Rev. Dec 01/05 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS \ A REPORT: S.I. UNITS r , LINTELS - UNIFORM LOADS , , FIGURE 7 - LOGIX LINTEL REINFORCEMENT FIGURE 7 - LOGIX LINTEL REINFORCEMENT (Use with Tables 3A, 3B, 3C, & 3D) r , 1OM ] j 2 -1OM r ll 01 • i ° d I, 16 CL r ° L. J 4 o v ° Stirrups @ spacing o a a l s= d/2 a Stirrups @ spacing, r 1 S = d/2 • J e ° J- ° MI 15M except 20M as � � 2 -10M except where r ■ In . per Table � � Table shows \ • 1(i otherwise r 1 102 & 158mm LINTEL 158, 203 & 254mm LINTEL (w /1 Bottom Bar) q_ (w /2 Bottom Bars) ✓ 1 I1\ � \ J / i 6 i - 0 S 1 L r 1 \ p - - ■ i \ , 1 / W Stirrup No stirrup _ s 610 W \ \ End dist. distance z Z f i Notes: Z LU • , 1. Reinforcing steel is Gr. 400 MPa. Concrete strength = 20 MPa. Stirrups are D9.5 wire I.. or 10M bars, bent as shown, and conforming to CAN3- A23.1. 2. Shaded area of the reinforcement table requires stirrups except for the central length z. ' • 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting \ bucks or top plate. Note that the dimension d, from the top of lintel concrete to centerline of tension steel, is critical_ Tension steel must extend 610 mm beyond the r • opening, and no splices are permitted. \ 4 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the concrete cross section without relying upon compression steel. r • 5. Deflection is limited to L /360, not considering long term effects. Long term deflection could be twice the short -term, depending upon the nature of the Toad. \ ' 6. Loads are assumed to be concentric, uniform loads centered on the lintel, such as from • roof trusses at 610 mm spacing, and includes the self weight of the lintel. ' 7. Siesmic and wind loads are not considered. \ A 8. Shear planes are not interrupted by embedded joists. 9. Top of lintel is assumed to be laterally restrained. r • 10. Where Logix wall continues for an additional storey above the opening, the wall will l , generally serve as the lintel with only minimal extra reinforcement. 11. These tables should only be used if the above load conditions are met. For other , • conditions consult a structural engineer. L J www.Iogixicf.com • r , Good. Solid. Logix. 6 -82 OGIX NSULATED CONCRETE FORMS Rev. Dec 01/05 ` A • 1 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS , , REPORT: S.I. UNITS L. 4 TABLE 3A - 102mm THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 1 -15M s = 76mm D =203mm s =102mm D =254mm Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) • 1 m 6 _ . 1 20 25 30 35 m 12 20 25 30 35 0.914 1 VO 51►H 0.914 S I I CT,e RUPS 6. A 1.524 SflR 1 - 20M -- 1.524 STIRRUPS 1.829 1 -20M -- -- - 1.829 1 -20M 1 -20M ✓ 1 2.1 34 -- - -- - 2.134 1 -70M - -- l 2.438 1 -20M .. -- - - 2.438 1 - 20M -- - 2.743 -- 2.743 .- -- - - 3.048 1 -20M -- -- - -- 3.048 1 -20M -- -- - • 3.658 - -- - -- -- -- 3.658 - - ' -- 4.267 -- -- - 4.267 -- IL A 4.877 -- - -- . 4.877 -- -- -. 5.486 -- -- - -- - 5.486 -- -- -- -- - 6.096 -- 6.096 -- - -- ✓ 1 No stirrup No stirrup distance, Z (mm) 1387 693 416 333 277 238 distance, Z (mm) 1852 926 556 444 370 317 ■ .4 s = 127mm D =305mm s =178mm D =406mm Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kNlm) ✓ 1 m 6 12 20 25 30 35 m 6 12 20 25 30 35 0.914 0.914 ▪ • 1 .219 No STIRRUPS STIRRUPS �+ ' 1 .219 NO STIRRUPS 1.524 1.829 STIRRUPS 1.829 STIRRUPS r 1 2.134 1 -20M 120m 2.134 - S IRR 2.438 1.2061 - 2.438 1 -20M 1 -20M • ' - 2.743 1 -20M -- -- -- 2.743 1 -20M 1 -20M -- 3.048 -- -- -- 3.048 1 - 20M 1 - 20M -- - Z 3.658 1 -20M -- - -- 3.658 -- -- -- I 1 4.267 - - - 4.267 1 -20M -- -- -- -- -- - 4.877 -- 4.877 -- -- -- CC 5.486 -- 5.486 1 - 20M - -- -- 6.096 -- -- -- 6.096 -- - -- W No stirrup No stirrup ✓ , W distance, Z (mm) 2317 1159 695 556 463 397 distance, Z (mm) 3238 1619 972 777 648 555 s = 228mm D =508mm s =279mm D =610mm Z Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 35 m 6 i 12 ' 20 25 30 35 ✓ 0.914 0.914 L • ( 1.219 1.219 1.524 NO STIRRUPS 1.524 NO STIRRUPS Z 1.829 1.829 2134 W STIRRUPS 2.134 pQ r 2.438 _ 2.438 Uf�7 1 . A 2.743 1 - 20M 2.743 3.048 1 -20M l -20M 1 -20M 3 1 -20M 3.658 1 -20M -- - -- 3.658 1 -20M 1 -20M -- ✓ 1 4.267 -- -- -- -- 4.267 1 -20M - -- 4.877 1 - 20M - -- -- -- 4.877 - - -- -- . A 5.486 -. -- -- -- 5.486 1 - 20M -- -- 6.096 -- -- -- - -- 6.096 -- -- -- -- -- No stirrup No stirrup r • distance, Z (mm) 4169 2084 1251 1001 834 715 distance, L (mm) 2550 1530 1224 1020 874 L. A s = 356 mm D = 762 mm Notes: Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 ' 35 1. 1kN = 224.81b = 102kg ✓ 1 0.914 1.219 2. Where not shown otherwise, bottom steel is 1.524 1 -15M 2.829 NO STIRRUPS 2.134 3. Table is to be read in conjunction with Figure 7. 2.438 . -4 2.743 3.048 STIRRUPS 4. Where spaces contain " - -" the bar is presumed to 3.658 zoM , -zoM be less economical and/or practical. Alternatively, r • 4.267 1.20M -- consult with a local engineer to determine if a 4.877 1 -20M -- -- -- practical bar size is possible based on local load 5.486 -- -- - -- conditions. 6.096 1 -20M -- -- - - • . No stirrup 5. Blank regions require no stirrups. Shaded regions distance, Z (mm) 6486 3243 1946 1557 1297 1112 require stirrups. ▪ A • • www.logixicf.com a Good. Solid. Logix. 6 -83 OGIX NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 r PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ` ■ REPORT: S.I. UNITS r 1 . .4 TABLE 3B - 159mm THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS ✓ 1 Where not shown otherwise, bottom steel is 2 -10M or 1 -15M $ = 76mm D =203mm s =102mm D =254mm 1 Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) m 6c pp 1 12 20 pp 25 30 35 m 6 12 20 25 30 35 r 1 0.914 1.219 NO STIRRUPS .219 STIRRUPS 1 PS . 219 NO S1RRl)P� 6- J 1.524 _ 1 - 20M 1.524 Q 1.829 1 -20M 2 -15M 2 -15M 1.829 `�" ` 1 -20M 1 -20M 2.134 1 -20M 2 -15M -- - 2.134 1 -20M 1 -20M 2 -15M r 2.438 1 -20M 1 -20M -- -. 2.438 1 -20M 2 -15M 2 -20M 2 -20M 2.743 2 -15M -- -- - -- 2.743 2 -15M 2 -20M - - 3.048 1 -20M -- -- - -- 3.048 1 -20M 2 -20M -- -- 3.658 2 -10M -- -- -- -- 3.658 2 - 20M - -- -- 4.267 - -- -- 4.267 1 - 2oM -- -- r 1 4.877 -- -- - -- -- 4.877 2 - 20M -- - -- - ► .4 5.486 -- - -- -- -- -- 5.486 - -- -- 6.096 -- - - - - - 6.096 -- - ._ -- -. -- No stirrup No stirrup r 1 distance. Z (mm) 2161 1081 648 519 432 371 distance. Z (mm) 2887 1443 866 693 577 495 s =127mm D = 305mm s =178mm D =406mm Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) m 6 _ 12 20 25 30 35 m 6 12 20 25 30 35 r 1 0.914 0.914 1.219 NO STIKRUPS 1 219 p pp - 1.524 1.524 1.829 QT p� 1.829 NO STIRRUPS 2.134 STIRRUPS 1 - 20M 1 - 20M 2.134 STIRRUPS r -' 2.438 1 -20M 1 -20M 2 -15M 2438 1 -20M 2.743 1 -20M 2 -15M 2.15M 2 -20M 2 .743 1 -20M 1 -20M 2 -15M L.9 .4 3.048 2 -15M 2 -20M -- -- 3.048 1 -20M 1 -20M 2-15M 2.15M 3.658 1 - 20M 2 -20M _ - - -. 3.658 2 -15M 2 -15M 2 -20M -- Z 4.267 2 -20M -- -- - 4.267 1.20M 2 -20M -- -- -- r 1 4.877 1 -20M -- -- -- - -- 4.877 2 -15M -- -. - - - 5.486 2 -20M -- - - - - 5.486 2 -20M -- -- -- -- ▪ .4 Ce 6.096 -- -- -- - - 6.096 1 -20M -- -- -- No stirrup No stirrup W r 1 distance. Z (mm) 3612 1806 1084 I 867 I 722 619 distance, Z (mm) 5048 2524 1514 1212 1010 865 tL s = 228mm D =508mm s =279mm D =610mm • 4 Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) Z m 6 12 20 25 30 35 m 6 12 20 25 30 35 - 0.914 0.914 r 1.219 1.219 0 l J 1.524 1.524 1.829 NO STIRRUPS 1 -829 p p� Z 2.134 2.134 NO STIRRUPS 2.438 S t 2.438 LLI r 1 2.743 J `{ - 20 ` (1 2.743 S 3.048 1 -20M 1 -20M 3.048 OM 3.658 1 - 20M 1 -20M 2 -15M 2 -20M 3.658 1 -20M 1 -20M 2 -15M 4.267 2 -15M 2 -20M 2 - 20M_ -- 4.267 1 -20M 2 -15M 0 -15M 2 -20M r 1 4.877 1 -20M 2 -20M -- -- -- 4.877 2 -15M 2-20M -- 5.486 2 -15M - -- -- - 5.486 1 -20M 2 -20M .. -- .- L J 6.096 2 -15M - _ -- -- - 6.096 2 -15M -- -- -. -- No stirrup No stirrup distance, Z (mm) 3249 1950 1560 1300 1114 distance, Z (mm) 3974 2385 1908 1590 1363 r 1 s = 356 mm D = 732 Notes: • J Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 35 1. lkN = 224.81b 102kg = 1.219 r 2 Where not shown otherwise, bottom steel is 1.524 2 -10M or 1 -15M. 1 -10M + 1 -15M may be used in • • 1.829 lieu of 1 -20M. 2.134 r 1 NO STIR 2.438 IN�7 tli�'I�V�J 3. Table is to be read in conjunction with Figure 7. 2.743 J 3.048 4. Where spaces contain " - -" the bar is presumed to 3.658 1 -20M 1 -20M be less economical and /or practical. Alternatively, 4.267 1 -20M 1 -20M 2 -15M consult with a local engineer to determine if a r 1 4.877 1 -20M 2 -15M 2 -15M 2 -20M practical bar size is possible based on local load 5.486 2 -15M 2 -20M -- - conditions. • J 6.096 1 -20M 2.20M -- No stirrup 5. Blank regions require no stirrups. Shaded regions r 1 distance, Z (mm) 3033 2426 2022 1733 require stirrups. L J www.Iogixicf.com • r 1 Good. Solid. Logix. 6- 8 4 1 O G I X • NSULATED CONCRETE FORMS ✓ 1 Rev. Dec 01/05 L. - ✓ 1 L. J PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS , , REPORT: S.I. UNITS . I TABLE 3C - 203mm THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS Where not shown otherwise, bottom steel is 2 -15M s = 76mm D =203mm s =102mm D =254 mm Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kN /m) , ■ m 6 12 20 25_ 30 35 m 6 12 20 25 30 35 0914 0 1.219 NO STIRRUPS STIRRUPS 1.219 NO ST'RRUPS 1.524 1.829 STIRRUPS - 1.829 STIRRUPS ✓ 1 2. 9 34 z -2011 -- 2.134 J l RR 2 438 2 -20M -- - 2.438 2 -20M L. .1 2.743 - - -- - 2 - 743 2.2011 2.201M -- 3.048 2 -20M - -- -- -- 3.048 2 -20M 2 -20M - 3.658 - -- - -- 3.658 - - -- , 1 -- -- 4.267 -- -- -. 4.267 4.877 -- -- -- -- . . -- 4.877 2 -20M -- -- -- . i - -- .. 5 .486 - .. 5.486 -- - -- -- . 6.096 -- - - - - 6.096 -- - -- 1 No stirrup No stirrup ✓ distance, Z (mm) 2760 1380 828 662 552 473 distance, Z (mm} 3685 1843 1106 885 737 832 s =127mm D =305mm s =17Bmm 0 =406mm Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kN /m) 1 m 6 12 20 25 30 35 m 6 12 20 25 30 35 ✓ 0.914 0.914 • j 1.524 _ 1.829 NOSTIRRJPS 1 829 NO STIRRUPS ✓ , 2.134 2.134 2.438 STIRRUPS • 2.438 1. - 0 2.743 2 - 20M 2.743 STIRRUPS 3.048 2 - 20M - 3.048 z 3.658 2 -20M - - - 3.658 ' 2 -20M 2 -20M ✓ 1 4.267 -- - -- - 4.267 2.2011 2 - 20M - 4.877 -- -- . - - 4.877 2 - 20M - - - • a 5.486 - -- - - - 5.486 2 - 20M CC 6.096 2 -20M ' - .- -- - 6.096 2 -- -- -- - -- (AJ No stirrup No stirrup ✓ ` distance, Z (mm) 4630 2315 1389 1111 926 794 distance. Z (mm) 3223 1934 1547 1259 1105 W L 4 s = 228mm D =508mm s =279mm D =610mm Z Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 35 m 6 12 20 25 30 35 ✓ '• - 0.914 0.914 1.219 1.219 • j 1.524 �+ 1.524 Z 1.829 NU IIKRUPS 1.829 1110 STIRRUPS 2.134 2.134 ✓ ■ W 2.438 2.438 - _ • L � 2.743 2.743 3.048 I1R JPS 3.048 1 3.658 2 -20M 3.658 STIRRUPS 1 4.267 2 -20M 2.2011 4.267 -2 -2011 4.877 2 -20M 2 -2011 -- 4.877 2 -2011 2 -2011 L .1 5.486 2 -2011 - - -- 5.486 2 -20M 2 -20M.. - 6.096 - - -- -- 6.096 2 - 20M - - -- No stirrup No stirrup ✓ 1 distance, Z (mm) 4148 2489 1991 1659 1422 distance, Z (mm) I 3045 1 2436 2030 1740 L .a s = 356 mm 0 = 732 Notes: Opening Factored Uniform Load (kN /m) 1. 1 kN = 224.81b = 102kg m 6 12 20 25 30 35 • 1 0.914 1.219 2. Where not shown otherwise, bottom steel is 1.524 2 -15M 1.829 • ■ ? � �,� 3. Table is to be read in conjunction with Figure 7. 2.438 I. . 2.743 4. Where spaces contain " - -" the bar is presumed to 3.048 be less economical and /or practical. Alternatively, ✓ 1 4.267 cons with a local engineer to determine if a 4.877 S¶ 22-20M practical bar size is possible based on local load 5.486 2 -20M 2 -20M 2 -20M conditions. 6.096 2 -20M 2 -20M - ✓ 1 No stirrup 5. Blank regions require no stirrups. Shaded regions distance, Z (mm) 3872 3098 2582 2213 require stirrups. . J 7. ■ www.Iogixicf.com a Good. Solid. Logix. 6 - 8 5 IX � NSULATED CONCRETE FORMS . . Rev. Dec 01/05 r ■ PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ` REPORT: S.I. UNITS , , ► .4 TABLE 3D - 254mm THICK LOGIX LINTEL REINFORCEMENT FOR UNIFORM LOADS r 1 Where not shown otherwise, bottom steel is 2 -15M s = 76mm D =203mm s =102mm D =254mm Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 35 m 6' 12 20! 25 30 35 r 1 219 NO STIRRUPS 111.219 NO 3TIRRUPS 1.524 STIRRUPS 1.829 STIRRUPS r 1 2.134 2 -20M 2 -20M 2.134 2.438 2 -20M -- 2.438 2 -20M L .4 2.743 2 -20M -- - -- 2.743 2 -20M 2 -20M 3.048 -- -- -- 3.048 2 -20M 3.658 -- -- .- -- 3.658 .. •. r 1 4.267 2 -20M -- - -- -- -. 4.267 -- •- .. -. 4.877 ._ -- .. 4.877 - - -- •- 5.486 -. -- - -- 5.486 - .. 6.096 -- - -- -- 6.096 .. -- - - -- No stirrup No stirrup r • distance, Z (mm) 3453 1726 1036 829 691 I 592 distance, Z (mm) 2306 1383 1107 922 791 1. s =127mm 0 =305mm s =17Bmm D =406mm Opening Factored Uniform Load (kN /m) Opening Factored Uniform Load (kN /m) m 6 12 20 25 30 35 m 6 12 20 25 30 35 I 1 0.914 0.914 - - - 1.524 RJPS 1.219 NO STIR 1 -829 1.829 NO STIRRUPS - 2.134 2.134 r 2.438 2.438 0 4. A 2.743 F. TIRRUFS 2 -20M 2.743 3.048 2 -20M 2.20M 3.048 _ STIRRUPS z 3.658 2 -20M 2 -20M -- -- 3.658 2 -20M 2 -20M r • 4.267 -- -- -- 4.267 2 -20M 2 -20M -- -- - 4.877 2 -20M _- - -. 4.877 2 -20M -. .. -- 6. CC 5.486 - -- - -- - 5.486 2 -20M -- _ •. -- -" 6.096 -- - - -- -- 6.096 2 -20M -- -- -- -- W No stirrup No stirrup / • distance. Z (mm) 2805 1731 1385 1154 989 distance, Z (mm) 4032 2419 1935 1613 1382 W L. i _ s = 228mm D =508mm s =279mm D =610mm Z Opening Factored Uniform Load (kNlm) Opening Factored Uniform Load (kN /m) - ■ m 6 12 20 25 30 35 m 6 _ 12 _ 20 25 30 _ 35 r 0.914 0.914 1.219 1.219 1.524 ` 1.524 Z 1.829 NUY11RI 1.829 2.134 2.134 O STIRRUPS W r 1 2.438 2.438 11''11 STIRRUPS 2.743 2.743 3.048 F 3.048 3.658 2 -20M 3.658 r 1 4.267 II* - 2 -20M 4.267 � t� 2 -20M 4.877 _ __ 4.877 2.,a n, -20M 2 -20M I. Al 5.486 - •- -- 5.486 t 2 -20M - 2 -20M -- 6.096 - - -. -- 6.096 t _. a-2QM .. _ No stirrup No stirrup i r 1 distance, Z (mm) 3114 2491 2076 1780 distance, Z (mm) j 3809 3048 2540 2177 s = 356 mm D = 732 Notes: Opening Factored Uniform Load (kNlm) 1. 1 kN = 224.81b = 102kg m 6 12 20 ' 25 30 35 / 1 0.914 2. Where not shown otherwise, bottom steel is 1.219 2 -15M 1.524 1.829 zase NO STIRRUPS 3. Table is to be read in conjunction with Figure 7. r 1 2.743 4. Where spaces contain " - -" the bar is presumed to 3.658 be less economical and /or practical. Alternatively, consult with a local engineer to determine if a r 1 4.867 STIRRUPS practical bar size is possible based on local load 5.486 2 -20M 2 -20M 2 -20M conditions. 6.096 2 -20M No stirrup 5. Blank regions require no stirrups. Shaded regions r 1 distance, Z (mm) 3876 3230 2769 require stirrups. ` , www.logixicf.com ■ r J OGIX Good. Solid. Logix. 6 - S 6 6. . NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 I. ✓ 1, . PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS r REPORT: 5.1. UNITS LINTELS - POINT LOADS FIGURE 8 - LOGIX LINTEL REINFORCEMENT r • i. } FIGURE 8 LOGIX LINTEL REINFORCEMENT (Use with Tables 4A, 4B, 4C, & 4D) ✓ '.1 CONCENT' TED LOA CONCENTRATED LOAD . A 1OM 2 - 10M �' r . Au 16 CL _ o rt r • Stirrups @ spacing, ID S = d/2 ° Stirrups @spacing, s =d /2 r • °I 15M except 20M as 2 -10M except where � per Table ■ Table shows � I � 41 4 1 * otherwise 102 & 158mm LINTEL 158, 203 & 254mm LINTEL r . (w /1 Bottom Bar) (w/2 Bottom Bars) • L9 Load Range 40% of Opening 0 I j s C r , W . • W / Z . J / ✓ 1 — S 610 Z \ Opening / ✓ \ w �I_ L. . Notes: r • 1. Reinforcing steel is Gr. 400 MPa. Concrete strength = 20 MPa. Stirrups are D9.5 wire or 10M bars, bent as shown, and conforming to CAN3- A23.1. ` 2. Shaded area of the reinforcement table requires stirrups across entire span of opening. 3. Dimensions D and d in the diagrams and charts are to concrete surfaces, not counting bucks ✓ , or top plate. Note that the dimension d, from the top of lintel concrete to centerline of tension L • steel, is critical. Tension steel must extend 610 mm beyond the opening, and no splices are permitted. r . 4. The maximum tension steel is limited to the practical maximum bar or bars allowed for the L • concrete cross section without relying upon compression steel. 5. Deflection is limited to L/360, not considering long term effects. Long term deflection could be twice the short-term, depending upon the nature of the load. 6. Loads are assumed to be concentric, concentrated loads located within a range of 40% of • ' opening, centered on the opening. 7. Total specified load is assumed to be 80% live load, 20% dead load. . ` 8. Siesmic and wind loads are not considered. . . 9. Shear planes are not interrupted by embedded joists. 10. Top of lintel is assumed to be laterally restrained. ✓ ,, 11. These tables should only be used if the above Toad conditions are met. For other conditions consult a structural engineer. ✓ , www.logixicf.com • Good. Solid. Logix. 6 — 8 L OG IXru NSULATED CONCRETE FORMS r Rev. Dec 01/05 r . PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ♦ . REPORT: S.I. UNITS r a .4 TABLE 4A - 102mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS Where not shown otherwise, bottom steel is 1 -15M l . S = 76 mm D = 203 mm Opening Factored Center Po int Load (kN) r \ m 5 7.5 10 125 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 1 20M ` 20M 20M -- -- l .4 1.220 20M 20M -- -- - -- -- -- 1.524 STIR P5 20M -- , -- -- -- -- - -- -- -- • 1.829 20M 20M -- -- - ._ - -- -- - -- __ r \ 2.134 20M -- -- __ __ __ -- - -- __ -_ ._ -- i J 2.440 20M - - - - -- __ - _- _. 2.740 20M -- -- -- - - -- - -- -- -- -- - 3.048 20M -_ - - - - -- -- -- - • \ 3.658 -- -- -- -_ 4.267 -- -- .. -- 4.877 - - -- -- -- -- -- - - - - - - -- - - -- 5.486 -- -- __ __ - - _ _ _ _ 6.096 - - -- - - -- -- -- S= 102 mm D = 254 mm Opening Factored Center Point Load (kN) \ m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 l A 1.220 20M 20M 20M 20M 1.524 n p 20M 20M 20M 20M 20M -- -- 1.829 STIRRUPS 20M 20M 20M 20M - -- -- - -- r \ 2.134 v 20M 20M 20M -- -- - -- -- -. -- l 4 2.440 20M 20M -- -- -- -- -- -- -.. -- 2.740 CL 20M 20M -- -- -- __ -- -- -- -- _ Z 3.048 20M 20M -- -- 3.658 = 20M 20M - -- -- -- -- -- -- -- •- -- -- -- ♦ J 4.267 20M 20M -- -- -- -- -- -- __ -_ -- ... __ -- __ Ce 4.877 20M _ __ -. -- -- -- -- ._ __ __ __ LJJ 5.486 20M __ -- __ __ __ __ -- -- -- __ _- -- __ __ r \ 6.096 _ -- -- - _ 1.1-1 -- l J S = 127 mm D = 305 mm Z Opening Factored Center Point Load (kN) - r 1 m 5 7 -5 10 12.5 15 17 -5 20 22.5 25 27.5 30 32 5 35 37 -5 40 42.5 45 0.914 ♦ .4 1.220 - 1.524 20M 20M 20M Z 1.829 20M 20M 20M 20M 20M - W • 1 2.134 = STIRRUPS 20M 20M 20M 20M 20M -- - l J 2.440 CC 20M 20M 20M 20M -- -- -- -- - 2.740 20M 20M 20M , -- -- -- -- -- -- -- 3.048 /7 20M 20M 20M -- -- -- -- -- -- -- - • \ 3.658 20M 20M 20M - -- -- -- -- -- -- -- -- - 1 J 4.267 20M 20M -- -- - -- -- -- -- '- -- -- -- 4.877 20M -- -- -- -- __ - -- -- -- ._ -- -- - 5.486 20M 20M -- -- -- -- -- - - -- -- -- -- -- - • \ 6.096 20M 20M -- -- -- -- -- -- -- -- -- -- -- _- S = 178 mm D = 406 mm Opening Factored Center Point Load (kN) r \ m 5 7.5 10 12.5 15 17 5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 i A 1.220 1.524 1.829 �D r 1 2.134 STIRRUPS . 20M 20M 20M i 2.440 NO ST RU S _ 2.740 20M 20M 20M 20M 20M 20M 20M 20M 20M 20M 3.048 20M 20M 20M 20M 20M -- -- -- r \ 3.658 20M 20M 2UM 20M -- -- -- -- -- - 4.267 20M 20M 20M - -- -- -- -- -- -- J -- 4.877 20M 20M 20M -- -- -- -- -- -- -- -- -- 5.486 20M 20M -- -- -- __ -- - -- -- -- -- __ I \ 6.096 20M 20M . __ __ -- __ -- __ -- -- _ __ -. L. J www.logixicf.com r \ Good. Solid. Logix. 6 - 8 8 J OGIX ` .4 NSOLATED CONCRETE FORMS r Rev. Dec 01/05 L ✓ ■ PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS ✓ REPORT: S.I. UNITS TABLE 4A - 102mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED r Where not shown otherwise, bottom steel is 1 -15M S = 229mm D =508mm Opening Factored Center Point Load (kN) - ✓ 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5_ 45 0.914 1.220 1.524 ✓ \ 1.820 2_134 STIRRUPS 2.440 NO STIRRUPS 20M 20M 20M r 1 3.048 20M 20M 20M 20M 3.658 20M 20M 20M 20M 20M 20M -- 4.267 20M 20M 20M 20M 20M -- -- -- -- 4.877 20M 20M 20M 20M 20M -- - -- -- -- r 5.486 20M 20M 20M 20M -- -- -- -- -- -- -- -- 6.096 20M 20M 20M 20M 1 -- -- -- -- -- -- -- -- 1 • S = 279 mm D = 610 mm r , Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 00 22.5 25 27.5 30 32.5 35 37.5 10 42 5 45 • - 0.914 1.220 1.524 ✓ 1.829 2.134 = STIRRUPS 2.440 P^ TI NO STIRRUPS 2.740 NO J ZI \� ✓ ♦ 3.048 20M - 3.658 20M 20M 20M 20M • Cit 4.267 20M 2.0M 20M 20M 20M 20M -- - 4.877 20M 20M 20M 20M 20M 20M -- -- -- W 5.486 6.096 20M 20M 20M 2054 2054 2051 W 20M 20M 20M Z S = 356mm D =762mm r Opening - Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17 5 20 22.5 25 27 5 30 32.5 35 37.5 40 42.5 45 1. 4 0.914 z 1.220 1.524 ✓ '1 W 1.829 2.134 2.440 NO S11RRU b11KRUPS 2.740 ✓ z 3.048 3.658 4.267 20M 20M 20M 4.877 20M 20M 20M 20M 20M 20M ✓ , 5.406 20M 20M 20M 20M 20M 20M 20M 6.096 20M 20M 20M 20M 20M -- -- - -- • J Notes: 1. 1 kN = 224.81b = 102kg • .4 2. Where not shown otherwise, bottom steel is 1 -15M ✓ 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. r 5. Blank regions require no stirrups. Shaded regions require stirrups. • 1 i ✓ www.logixicf.com Good. Solid. Logix. 6 -89 J OGIX ' NSULATEO CONCRE1 E FORMS Rev. Dec 01/05 . , PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS . J REPORT: 5.1. UNITS r ■ TABLE 4B - 159mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS J 1 Where not shown otherwise, bottom steel is 2 -10M or 1 -15M .. J S= 76 mm D = 203 mm Opening Factored Center Point Load (kN) I" m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 3 _ 35 37.5 40 425 45 0.914 1 -2051 1 -20M 1 -20M ■ r 1.220 1 -2051 1 -20M 1-20M 1 -20M 2 -1551 2 -1551 2 -15M 1.524 STIRRUPS 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M -- -- -- 1.829 p_ 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M -- -- -- -- -- -- r 1 2.134 _1 -20M 1 -20M 2 -15M 2 -15M -- -- -- -- -- -- -- -- a • 2.440 1 -2051 1 -20M 2 -15M 2 -15M - -- -- -- -- 2.740 1 -20M 1 -20M 2 -15M -- -- -. -- -- -- -- -- -- -- -- 3.048 Z -- -- -- -- -- 1 -20M 2 -15M -- - -- -- r 1 -- -- -- -- 1 -2051 _.. -. -- -- _- -- -- __ 4.267 1 -20M] -- -- _. __ _ . 4.877 1 -20M 1 -20M . -- -- -- _- -- -- -- -- 5.486 1-20M -- -- -- -- -- -- -_ -- __ __ __ r 1 6.096 1 -20M _ - -- _ - -- -- -- -- • J S= 102 mm D = 254 mm Opening Factored Center Point Load (kN) r 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 77 5 30 32.5 _ 35 37 40 42.5 45 0.914 - J 1.220 �V�(rypp 1 -20M 1 -20M 1 -20M 1.524 y IR R..JPS 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 1.829 1 -2051 1 -20M 1 -2051 1 -20M 2 -1551 2 -1551 2 -15M 2 -15M 2.134 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M ` J 2.440 NO STIRRUPS 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M - 2.740 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M -- -- -- Z 3.048 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -20MI -- -- -- -- -- _ r 1 3.658 1 -20M 1 -20M 2 -15M 2 -15M -- .. -- - - -- -- -- , J CIC 4.267 1 -20M 1 -20M 2 -15M -- -- -- -- -- -- -- -- -- 4.877 1 -20M 1 -20M 2 -15M -- -- -- -- -- -- -- -- -- -- -- W 5.486 1 -2051 2 -1551 -- - __ -- -- -- _- __ Ell 6.096 1 -2051 1 -2051 -- - -- -- -- � -- -- -- -- - -- -- W 5 = 127 mm D = 305 mm Z Opening Factored Center Point Load (kN) - r ■ m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42 5 45 1 0.914 V 1 J 1.220 Q p fl1 t Z 1.524 STIRPUPS 1 -20M 1 -20M 1.829 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M W r `I 2.134 1 -20M 1 -2051 1.20M 1 -2051 1 -20M 2 -1551 2 -1551 .. 4 2.440 No STRFZUPS 1 -20M 1 -20M 1 -20M 1 -20M 1-20M 2 -15M 2 -15M 2 -15M 2 -15M • 2.740 1 -2051 1 -20M 1 -2051 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -2051 3.048 1 -20M 1 -2051 1 -20M 2 -15M 2 -15M 2 -1551 2 -15M 2 -20M 2 -20M 2 -20M 2 -2051 r 1 3.658 1 -20M 1 -20M 1 -20M 2 -1SM 2 -15M 2 -15M 2 -20M 2 -20M -- -- - -- -- . J 4.267 1 -2051 1 -20M 1 -20M 2 -15M 2 -15M 2 -20M - -- - -- - -- -- 4.877 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M - -- -- -- -- -- -- -- -- 5.486 1 -20M 1 -20M 2 -15M 2 -20M -- -- -- -- -- -- -- -- -- -- -- 6.096 1 -20M 1 -20M 2 -15M 2 -20M -- -- -- -- -- -- 1 4 h. J S = 178 mm D = 406 mm Opening Factored Center Point Load (kN) - r 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 i J 1.220 1.524 1.829 - STI r 1 2.134 1 -20M 1 -20M ` J 2.440 t40 STIRRI PS 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2.740 1 -20M 1 -2051 1 -20M 1 -20M 1 -2051 1 -20M 3.048 1 -20M 1 -20M 1 -2051 1 -20M 1 -2051 1 -2051 2 -1551 2 -15M r 1 3.658 1 -2051 1 -2051 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -1551 2 -2051 4.267 1 -2051 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -2051 2 -20M 2 -2051 2 -2051 L 4.877 1 -20M 1 -2051 1 -20M 2 -15M 2 -15M 2 -1551 2 -1551 2 -2051 2 -20M 2 -20M 2 -20M 2 -20M -- 5.486 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- r 1 6.096 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- -- -- .. J www.Iogixicf.com • , 1 Good. Solid. Logix. 6 -90 OGIX ■ J NSULATED CONCRETE FORMS r • Rev. Dec 01/05 . J PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT. Si. UNITS • , TABLE 4B - 159mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED r Where not shown otherwise, bottom steel is 2 -10M or 1 -15M S= 229 mm D = 508 mm Opening Factored Center Point Load (kN) ✓ 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 L s 0.914 1.220 1.524 ✓ \ 1.829 2.134 NO STIRRUPS STIRRUPS 2.440 2.740 1 1 -20M 1 -20M _1 -20M ✓ 3.048 1 -20M 1 -20M 1 -20M 1 -20M 3.658 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M _2 -15M L 4 4.267 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 4.877 1 -20M 1 -20M 1 -20M 1 -20M 2 -15M 2 -15M 2 -15M 2 -15M 2 -15M 2 -20M 2-20M r ` 5.486 1 -20M 1 -20M 1 -20M 1 -20M 2 -1SM 2 -15M 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 6.096 1 -2012 1 -2012 1 -2012 1 -2012 2 -1512 2 -15M 2 -15M 2 -20M 2 -2012 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M S = 279 mm D= 610 mm Opening Factored Center Point Load (kN) r m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42 5 .., 0.914 1.220 1.524 ✓ ' 1.829 ` , 2.134 2.440 NO TTIRRUPS STIRRUFS 2.740 ✓ 1 3.048 1 -20M 3.658 1 -20M 1 -20M 1 -20M 1 -2012 1 -20M • 4 ce 4.267 _ 1 -2012 1 -2012 1 -20M 1 -20M 1 -20M 1 -2012 2 -15M U.1 4.877 1 -2012 1 -2012 1 -2012 1 -2012 1 -2012 2 -15M 2 -15M 2 -1512 _ 2 -15M 5.486 1 -2012 1 -2012 1 -2012 1 -2012 1 -2012 2 -15M 2 -1512 2 -15M 2 -15M 2 -1512 _ 2 -2012 W 6.096 1 -20M 1 -20M 1 -20M 1 -20M_ 2 -15M 2 -15M 2 -15M_ 2 -15M 2 -20M 2 -20M 2 -20M 2 -20M • , z S = 356 mm D = 762 mm r Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 • , 0.914 Z 1.220 1.524 r • W 1.829 41 2.134 • 2.440 NO STIRRUPS S : IRRUPS • 2.740 ✓ 3.048 3.658 1 -20M 4.267 1 -20M 1 -2012 1 -20M 1 -20M 4.877 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M 1 -20M ✓ 1 5.486 1 -2012 1 -20M 1.20M 1 20M 1 20M 1 20M 1 - 20M 2 -151M 2 -1512 6.096 1 -20M 1 -2012 1 -2012 1 -20M 1 -20M 1 -2012 2 -1512 2 -1512 2 -15M 2 -15M 2 -1512 Notes: 1. 1 kN = 224.81b = 102kg L 2. Where not shown otherwise, bottom steel is 2 -10M or 1 -15M. 1 -10M + 1 -15M can be used in lieu of 1 - r 20M. • , 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and/or practical. Alternatively, ✓ ` consult with a local engineer to determine if a practical bar size is possible based on local load conditions. • 5. Blank regions require no stirrups. Shaded regions require stirrups. ✓ , • 4 www.Iogixicf.com Good. Solid. Logix. 6 - 91 P ECR ! E FORMS r • , Rev. Dec 01/05 r PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS . REPORT: S.I. UNITS 1 • J TABLE 4C - 203mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS Where not shown otherwise, bottom steel is 2 -15M S = 76 mm D = 203 mm _ Opening Factored Center Point Load (kN) r , m 5 7.5 10 12.5 15 1 7.5 20 22.5 25 27.5 30 32.5 30 37.5 40 42.5 45 0.914 J 1 .220 1.524 2 -20M 2 -20M 1.829 STIRRUPS 2 -20M 2 -20M -- -- -- - r ` 2 -134 2 -20M 2 -20M _ -- -- _ - L. .4 2.440 6 i 2 -20M 2 -20M1 -- 2.740 2 -20M -- -' -- -- -- -. -- 3.048 _- -- -- -- -- -- -- -- -- -- -- r 3.658 __ -- -- -- -- -- -- -- -- -- -- 4.877 __ • 5.486 __ __ -- _ __ __ -- __ __ __ 6.096 -- -- -- -- -- - -- h. A S = 102 mmD =254mm Opening Factored Center Point Load (kN) , 1 m 5 7.5 10 12.5 15 17 5 20 22.5 25 27 5 30 32 5 35 37.5 40 42.5 45 0.914 • • 1.220 1.524 2.834 STIRRUPS 2-20M 2-20M • 1 2.440 NO SI IRRUPS 2 -20M 2 -20M 2 -20M 2 -20M / 2.740 2 -20M 2 -20M 2 -20M 2 -20M -- -- Z 3.048 2 -20M 2 -20M -- -- -- - - r 1 3.658 2 -20M 2 -20M -- - - _ 4.267 2 -20M -- -- oh. / -- -- 4.877 5.486 6.096 _ __ -. -_ __ __ __ __ __ __ -- -- __ __ LiJ k .4 • S = 127 mm D = 305 mm Z Opening Factored Center Point Load (kN) - r m 5 7.5 10 12.5 15 17 -5 20 22 5 25 27.5 30 32.5 35 375 40 42 . 45 Uf 0.914 • 1.220 Z 1.524 1.829 W r • 2.134 2.440 STIRRUPS .. / 2.740 NO STIRRUPS _ 2 -20M 2 -20M 3.048 _ 2 -20M 2 -20M 2 -20M 2 -20M r 1 3.658 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M - -- 4.267 2 -20M 2 -20M 2 -20M -- -- - -- 4. / 4.877 2 -20M 2 -20M -- -- - - ,5.486 2 -20M 2 -20M -- - -- -- .. 6.096 2 -20M 2 -20M - -- S = 178 mm D = 406 mm Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 J 1.220 1.524 1.829 r • 2.134 2.440 NO STIRRUPZ-- STIRRUPS - 2 3.046 r 1 3.658 2 -20M 4.267 2 -20M 2 -20M 2 -20M 2 -20M J 4.877 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M - 5.486 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- r • 6.096 _ 2 -20M_ 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- www.logixicf.com • r Good. Solid. Logix. 6- 9 2 L O G I X / NSULATEO CONCRETE FORMS r • Rev. Dec 01/05 . / • a PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNITS TABLE 4C - 203mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED r • .4 Where not shown otherwise, bottom steel is 2 -15M S= 229 mm D = 508 mm ✓ Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32 5 35 37.5 40 42.5 45 • J 0.914 1.220 1.524 ✓ 1.829 • 2.134 2.440 - NO STIRRUPS STIRRUPS 2.740 ✓ 3.048 3.658 • / 4.267 4.877 2.20M 2 -20M 2 -20M ✓ 1 5.486 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 6.096 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M ■ S = 279 mm D = 610 mm ✓ Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 • Al 0.914 1.220 1.524 ✓ 1.829 • 4 0 2.134 2.4 40 - NO STIRRUPS - S f IRRUPS ✓ 1 3.048 • 3.658 4.267 uJ 4.877 5.486 _ 2 -20M 2 -20M LAI W 6.096 _2 -20M 2 -20M 2 -20M 2 -20M Z S = 356mmD =762mm ✓ - - Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17,5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 • . 0.914 z 1.220 , W 1_524 r 1.829 L J 2.134 2.440 NO STIRRUPS 2.740 • 1 3.048 • 3.658 4.267 4.877 r • 5.486 6.096 I. A Notes: 1. 1 kN = 224.81b = 102kg 2. Where not shown otherwise, bottom steel is 2 -15M I 1 3. Table is to be read in conjunction with Figure 8. • 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, consult with a local engineer to determine if a practical bar size is possible based on local load conditions. 5. Blank regions require no stirrups. Shaded regions require stirrups. ✓ ' ▪ ■ ✓ www.iogixicf.com Good. Solid. Logix. 6 -93 J OGIX NSULATED CONCRETE FORMS I 1 Rev. Dec 01/05 I 1 PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS l ' REPORT: S.I. UNITS , , • J TABLE 4D - 254mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS Where not shown otherwise, bottom steel is 2 -15M , , S = 76 mm D = 203 mm Opening Factored Center Point Load (kN) r 1 m 5 7.5 10 12,5 15 17.5 20 22.5 25 27.5 30 32.5 35 37 5 40 42.5 45 0.914 ._ l J 1.220 1.524 2-20M 1.829 STIRRUPS r 1 S 11fV�UP�7 2 -20M 2 -20M 2 -20M 2 -20M 2.134 2 -20M 2 -20M 2 -20M -- -- -- l J 2.440 NO STIRRUPS 2 -20M 2 -20M -- -- -- -- -- - 2.740 2 -20M -- 3.048 2 -20M 2 -20M - -- -- -- -- -- -- -- -- 1 3.658 2 -20M -- -- -- - -- -. -- -- -- -- -- ■ J 4.267 -- .. -- -- -- -- __ 4.877 -- -- 5.486 -- -- -- -- -- -- -- I , -- 6.096 2 -2013 -- -- -- -- _ -- __ -- -_ l J S = 102 mm D = 254 mm Opening _ Factored Center Point Load (kN) r 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 • J 1.220 1.524 1.829 r \ 2.134 0 11 STIRRUP 2-20M uF L ' 2.440 2.740 NO STIRRUPS 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M Z 3.048 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- _ r , 3.658 2 -20M 2 -20M 2 -20M - -- -- -- -- -- l J CC 4.267 2 -20M 2 -20M -- -- -- - -- -- 4.877 2 -20M 2 -20M - -- -- -- __ -_ -- __ -- __ _ L.LI 5.486 2 -20M 2 -20M __ -- -- -_ -. -_ __ __ _ _- __ i.l..I h J -411111 6.096 2 -20M -- -- -- .- -- -- -- - S = 127 mm D= 305 mm Z Opening Factored Center Point Load (kN) - r 1 m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 V 0.914 \ J 1.220 Z 1.524 1.829 W r 1 2.134 l J 2.440 NO S ► IR1UPS STIRRUPS 2.740 2 -20M 2 -20M ✓ , 3.048 2 -20M 2 -20M 2 -2013 2 -20M 3.658 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- L • 4 -267 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- 4.877 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- -- 5.486 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- -- -- -- -- ✓ 1 6.096 2 -20M 2 -20M 2 -2013 -- -- -- -- -- -_ -- -- -- -- L S = 178 mm D = 406 mm Opening Factored Center Point Load (kN) r m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37 5 40 42.5 45 0.914 • 4 1.220 1.524 r ■ 1.829 2.134 \ J 2.440 oTIRI2UPfi 2.740 NO STIRRUPS . 3.048 r 1 3.658 . - _. _ 2 -2013 l J 4267 - 2 -2013 2 -2013 2 -2013 2 -2013 4.877 2 -2013 2 -20M 2 -2013 2 -20M 2 -20M 2 -2013 2 -20M 5.486 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- r 1 6.096 2 -2013 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M -- -- -- -- . - l J wvvw.Iogixicf.com • r 1 L Good. Solid. Logix. 6 - 9 4 OG IX * l J NSW. ATE° CONCRETE FORMS r Rev. Dec 01/05 L 4 • • PRODUCT MANUAL 6.4 - CANADIAN ENGINEERING ANALYSIS REPORT: S.I. UNITS • 4 TABLE 4D - 254mm THICK LOGIX LINTEL REINFORCEMENT FOR POINT LOADS CONTINUED N r Where not shown otherwise, bottom steel is 2 -15M S = 229 mm D = 508 mm r Opening Factored Center Point Load (kN) • m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 0.914 1.220 1.524 ✓ " - 1.829 2.134 2 .440 NO ST RRUPS STIRRUPS ✓ \ 3.048 3.658 4.267 4.877 2 -20M 2 -20M 2 -20M ✓ 5.486 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 6.096 _ 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M - • J S = 279 mm D = 610 mm Opening Factored Center Point Load (kN) m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 \ i 0.914 1.220 1.524 Ir 1,829 • .4 u r 2.134 2.44° NC STIRRUPS Z 2.740 • , 3.048 3.658 • CC 4.267 W 4.877 ✓ 1 5.486 2 -20M 2 -20M W 6.096 2 -20M 2 -20M 2 -20M 2 -20M 2 -20M S 356mmD =762mm • - Opening Factored Center Point Load (kN) ur m 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 L I 0.914 z 1.220 1.524 ✓ 1 uu 1.829 ▪ i 2.134 2.440 NO STIRRUPS 2.740 ✓ 3.048 L • 3.658 4.267 4.877 • \ 5.486 6.096 L. • Notes: 1. 1 kN = 224.81b = 102kg L. 2. Where not shown otherwise, bottom steel is 2 -15M 3. Table is to be read in conjunction with Figure 8. 4. Where spaces contain " - -" the bar is presumed to be less economical and /or practical. Alternatively, r consult with a local engineer to determine if a practical bar size is possible based on local load conditions. ▪ • 5. Blank regions require no stirrups. Shaded regions require stirrups. ✓ 1 . . ✓ www.logixicf.com Good. Solid. Logix. 6 - 9 5 1 OG IX NSUTATED CONCRETE FORMS • 1 L. • Rev. Dec 01/05 r PRODUCT MANUAL 6.5 - SOIL CLASSIFICATION TABLES L Reprinted from: PRESCRIPTIVE METHOD FOR INSULATING CONCRETE FORMS IN RESIDENTIAL CONSTRUCTION by NAHB Research Centre, Inc. r L i ✓ 1 Load- bearing soil classification 1 r MINIMUM LOAD BEARING SOIL DESCRIPTION VALUE 2 psf (kPA) r 2,000psf (96) Clay, sandy clay, silty clay, and clayey silt • 4 3,000psf (144) Sand, silty sand, clayey sand, silty gravel, and clayey gravel r 1. .4 4,000psf (192) Sandy gravel and medium stiff clay >4,000psf (192) Stiff clay, gravel, sand, sedimentary rock, and crystalline bedrock r • 1 User must verify that the values in this table agree with local codes and practices r 2 Tabulated values are the presumed strength of the soil, undisturbed (the maximum design load bearing value for the basement or foundation wall footing). r t o L 4 Equivalent fluid density soil classification 1 2 Z r • i MAXIMUM EQUIVALENT UCS SOIL DESCRIPTION W r F • LUID DENSITY pcf (KG/m CLASSIFICATION W GW, GP, SW, SP, WeII- drained, cohesionless soils — r 30pcf (481) GM such as clean (few or no fines) sand and gravels • Z WeII- drained, cohesionless soils W r • 45pcf (721) GC, SM such as sand and gravels L containing silt or clay SC, MH, CL, CH, WeII- drained, inorganic silts r 60pcf (961) ML -CL and days that are broken up L into small pieces ✓ , 1 User must verify that the values in this table agree with local codes and practices. 2 USC - Uniform Soil Classification system r I. r • r L . r • • www.Iogixicf.corn • r • L. Good. Solid. Logix. 6 — 9 6 1rySULATE I FORMS Rev. Dec 01/05 L ✓ ' PRODUCT MANUAL 6.6 - FOOTING WIDTH TABLES Reprinted from: PRESCRIPTIVE METHOD FOR INSULATING CONCRETE FORMS IN RESIDENTIAL CONSTRUCTION by NAHB Research Centre, Inc. r Minimum width of concrete footing for Logix walls inches (mm) r Maximum MINIMUM LOAD BEARING VALUE OF SOIL (psf) ✓ Number of Stories 2,000psf 2,500psf 3,000psf 3,500psf 4,000psf 6 -1/4 Inch Flat Logix Wall Thickness L One Story 15" (380mm) 12" (310 mm) 10" (250 mm) 9" (230 mm) 8" (200 mm) Two Story 20" (510 mm) 16" (410 mm) 13" (330 mm) 12" (310 mm) 10" (250 mm) r 8 Inch Flat Logix Wall Thickness One Story 18" (460 mm) 14" (360 mm) 12" (310 mm) 10" (250 mm) 8" (200 mm) 1 . J Two Story 24" (610 mm) 19" (480 mm) 16" (410 mm) 14" (360 mm) 12" (310 mm) ✓ � ` 10 Inch Flat Logix Wall Thickness Z One Story 20" (510 mm) 16" (410 mm) 13" (330 mm) 11 " (280 mm) 10" (250 mm) ✓ _ -' Two Story 27" (690 mm) 22" (560 mm) 18" (460 mm) 15" (380 mm) 14" (360 mm) w W • • Z • Minimum footing thickness shall be the greater of one -third of the footing width, 6 inches, or 11 inches ✓ 1 — when a dowel is required in accordance with code. Z • Footings shall have a width that allows for a nominal 2 -inch projection from either face of the concrete in the wall to the edge of the footing. • W • Table values are based on 32 ft. building width (floor and roof dear span). • Basement walls shall not be considered as a story in determining footing widths. r • • • Actual thickness is shown for flat walls. • Applicable also for 8 -inch thick or 10 -inch thick Logix foundation wall supporting 4 -inch thick Logix stories. r L. , • Applicable also for 10 -inch thick Logix foundation wall story supporting 6.25 - inch thick Logix stories. L r i r ■ i L. r 4 ✓ '1 l • '1 www.logixicf.com Good. Solid. Logix. 6 - 9 7 1 OG IX NSULATED CONCRETE FORMS r Rev. Dec 01/05 r 1 ■ I ►- . f ' • 111 r , Code Approvals: • 4 • ICC -ES Legacy Report No. 6133 r • NES Legacy Report No. 679 • CCMC Report No. 13110 -R • Miami -Dade County NOA No. 03- 0319.01 • Florida Building Code Approval FL2931 s .4 • Los Angeles Research Report No. RR25518 • Wisconsin Building Products Evaluation No. 200266 -1 • City of New York MEA - pending • North Dakota Engineering Approval • Wisconsin Engineering Approval • 4 Logix has been evaluated to the following testing requirements: r • Meets 3 hour fire rating in accordance with ASTM E119 and CAN /ULC 5101; also meets 4 hour . fire rating as per the National Building Code and International Building Code • Flame Spread less than 25 and Smoke Development less than 450 when tested in accordance r with ASTM E84, UL 723, UBC 8 -1 ■ • Meets requirements of ASTM C578 "Standard Specification for Rigid, Cellular Polystyrene Thermal insulation" as a Type 11 Thermal Insulation Material r • Polypropylene web material meets CC1 Requirements for plastic materials when tested in L -� accordance with ASTM D1929, D635, and D2843 • Fastener Withdrawal Resistance in accordance with ASTM D1761 r • • Fastener Lateral Resistance tested in accordance ASTM D1761 • Thermal Resistance (R- Value) in accordance with ASHRAE Fundamentals Handbook 2001 • Room Fire Test Standard for interior of Foam Plastic Systems in accordance with UBC 26 -3 • Crawl Space Evaluation in accordance with ICCES (formerly ICBOES) requirements • Fire Endurance Test in accordance with UBC 26 -3 , • For complete details see Logix Technical Specifications documents at www.logixicf.com Tug L. 111 . 1 1NSULATED CONCRETE FORMS All testing and evaluations performed by Intertek Services. h. 4 Beaver Plastics Ltd. 7- 26318 -TWP RD 531A #215, 6333 Unsworth Road Acheson, Alberta Chilliwack, British Columbia T7X 5A3 V2R 5M3 1- 888 - 453 -5961 1-888-453-5961 www.logixicf.com www.logixicf.com B -11/04