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' , I , I - 1 , • ....4._; . .!..-," '''' 1 : ' :' : ' 1 1 ------- 1 I I I I I • -.] I- --I-- 1 I J _ •••1 1 '1 I 1 — 1 .1 , .. .. i • 1 ---------------------''-..----"-------- 1 1 I 1 1 1 1 1 . I ...1 i . . . . . , . 1 i 1 1 1 1 1 1 1 1 1 1 1 DECKS ON SOIL WITH A 1000 PSF TO 1500 PSF BEARING CAPACITY (Note: All footings are to be placed a minimum of 12 inches below the surface of the finished grade and cannot be placed on fill.) 2x6 joists cannot be used when a guardrail is required. 1.) If you And 2.) you Then 3.) And 4.) the And 5.) they And 6.) the have a beam have posts you can minimum can be footings "0" "A" that is: "B" only span size joist spaced a supporting the supporting the joists you can use maximum posts will need the beam "C ": is: of: to be a spaced: minimum of: 14 "x14 "x 18" or 4x6 or (2) 2x6 6' -0" apart 6' - 2x6 24" apart 16" diameter x 18" 18x18 "x 18" or 4x8 or (2) 2x8 8' -6" apart 6' - 2x6 24" apart 20" diameter x 18" 4x10 or (2) 20x20 "x18" or 10 -6 apart 6 0 2x6 24" apart 23" diameter x 2x12 18" 22 "x22 "x18" or 4x12 12' -6" apart 6' - 2x6 24" apart 25" diameter x 18" 18x18 "x 18" or 2x6 or 16" apart or „ 4x6 or (2) 2x8 6' -0" apart 8' 2x8 24" apart 20 diameter x 18" 20 "x20 "x18" or 4x8 or (2) , „ 2x6 or 16" apart or „ 2x10 8'-0" apart $ - 0 2x8 24" apart 23 diameter x 18" 22 "x22 "x18" or 4x10 or (2) 9 , -6 " apart 8'_0" 2x6 or 16" apart or 25" diameter x 2x12 2x8 24" apart 18" 22 "x22 "x18" or 4x12 11' -0" apart g'_0" 2x6 or 16" apart or 25" diameter x 2x8 24" apart 18" 18 "x18 "x 18" or 2x8 or 16" apart or 20" diameter x 4x6 or (2) 2x8 5' -6" apart 10' - 2x10 24" apart 18" 4x8 or (2) 2x8 or 16" apart or 23 x20 "x18" or 2x10 7'-6" apart 101 2x10 24" apart 23" diameter x 18" 4x10 or (2) , „ 22 "x22 "x18" or () ' 2x8 or 16" apart or 25" diameter x 2x12 2x10 24" apart 18" 2x8 or 16" apart or 24x24 "x18" or 4x12 10' -6" apart 10' - 2x10 24" apart 27 diameter x 18 4x6 or (2) 2x8 5' -0" 12' - 2x10 or 16" apart or 18 "x18 "x18" or 2x12 24" apart 20" diameter x Typical Deck Details revised 2/08 Page 7 of 27 1.) If you And 2.) you Then 3.) And 4.) the - And 5.) they And 6.) the have a beam have posts you can minimum can be footings "D" "A" that is: "B" only span size joist spaced a supporting the supporting the joists you can use maximum posts will need the beam "C ": is: of: to be a spaced: I minimum of: 18" 20 "x20 "x18" or 4x8 or (2) 6' -6" 12' -0" 2x10 or 16" apart or 23" diameter x 2x10 2x12 24" apart 7 , b, 9 ° 2:'x22 "x18" nr 410 1 (2) 8'-6" .,�„ 2xX0 r 16" a a r 25" diameter x 24" apart 18„ 2x10 or 16" apart or 24 „x24 "x18" or 4x12 10' -0” 12' -0" 2x12 24" apart 27" diameter x 18" 18 "x18 "x18" or 4x6 or (2) 2x8 4' -6" 16' -0" 2x12 16" apart 20" diameter x 6, 18" 22 "x22 "x18" or 4x8 or (2) 2 6' -0" 16' -0" 2X12 16" apart 25" diameter x 18" 4x10 or (2) 24 "x24 "x18" or 2x12 7' -6 16' -0 " 2X12 16" apart 27" diameter x 18" 26 "x26 "x18" or 4x12 9' -0" 16' -0" 2x12 16" apart 30" diameter x 18" TABLE 3 Typical Deck Details revised 2/08 Page 8 of 27 FREESTANDING DECKS , Decks that are free- standing do not utilize the — exterior wall of the existing '' house to support vertical �-; -' r, - "E "+ or lateral loads. Support at . f or near the house is 16`------.,.-- provided by an additional '� ` , -,..: " f --'� " -• beam and posts. See �s L " i �1�� 1 =% � -- ' ' x - Figure 13. Beam size is _ _ _ _ . I _ 'NI .. > . determined by Table 2 or $ fi Table 3. Figure 13 - Free-Standing Deck LATERAL SUPPORT OF DECKS Decks greater than 30- inches above grade shall resist lateral loading and movement by the following methods: ".71. 7:1 II I r t I I t" (I I t i l ID"� 71':1 II Ii IriICS, I ri[ i ■ - 11 11 1 r 1 L ; it { I. 1 11, 1 1 1 ' 1 1: 4_ ; X11 ; i 1) 3'8 DIA ? — 2 X 6 J/ --7- ( ..it: -- H ROU4 -H / � CROSS �'i' , ; ACH 1 I I li t E 'EC. IC / 1( ��\\ACE % j i 1 I /r I, 7 I 1 SOLD BLOCK AT INTERSECTION ( F, = OF :'J WOOD BRACES b^:ITH '� 1) :.6 DIA. THRO1JGH BOLT (TYPICAL) j,� / 0- I ,� P Figure 14 Ji DIAGONAL BRACING REOUIREMENTS p1 'w Diagonal Cross Bracing: Provide diagonal cross bracing as shown in Figure 14. Bracing shall be located between posts parallel to beams and bolted by a minimum 3 /8" diameter through -bolt at each end to the posts as shown. Diagonal bracing shall also be located perpendicular to beams, and in such cases, bracing shall be bolted to the post and joist above the post location. If the deck is free- standin , dia onal bracin must be . on all the posts and in hotlLc;li ions. racing shown in figure 14 is required in every bay between posts for decks with joist spans up to 8 feet. Decks with joist spans greater than 8 feet require an engineered design. Typical Deck Details revised 2/08 Page 17 of 27 I T ECJi IICAL BULLETIN ,* • SIMPSON . E-COM GUARDRAIL POST: CONNECTIONS' PLIANT GU CTIONS • .� � r Stong -Tie': COD DTT2 Attachment of Guardrail Post Outside Rim /Joist Detail A DTT2 to joist RI Post �� t layout � , . . 2 OTT2 g r DTT2 O Decking De , (one ea side) (typ 1 1 pm_ (tYP Detail B / Deck joists € � DTT2 to Blocking _ - - i { blocking _ - - - -- _ Ill a IayOUt.� .'- - sam- 7 rst 2. min �---�y machine bolts Blocking threaded rods with or threaded rods nuts and washers with nuts and oist Band joist washers I Plan View Detail A Elevation Detail B , 1 . • _ . l DTT2 Attachment of Guardrail Post Inside Rim /Joist Detail A Rim DTT2 to joist C - Post Decking layout ...,,--,\ „ . (M.) / ` `gN� N,„ Post Band joist i 1 1 t i Deck joists t H `1 DTT2 Joist DTT2 1— 1 3 1 V 1 — _ Band n ���� -f 1 - 1 m..., p^ joist 2 I 2 „Elam Detail B ( ©1 . _ 1 i " ” - � ti1 - -, < � DTT2 to �w� =; 2a� n 2 I Bl tir blockin y g r 1 h' diameter la Out Bl oc ki ng BI n co 11 g bolts or Bloc J machine bolts or ocking ` rods with (Joist behind) threaded rods with nd washer nuts and washers ',` 1111111.11' ' , Plan Deta A Elevation Detail B Blocking Detail A: Fasten blocking to joist with (24) 10d common nails (0.148" x 3 ") —� Detail B: Fasten blocking together with (12) 10d common nails (0.148" x 3 ") Detail A HD2AHDG Attachment of Guardrail Post Outside Rim /Joist HD2AHDG to f joist layout Rini joist 1 Post Post . D e cking ��, �� Decking � �— (tY (typ.) (2) HD2AHDG Band joist - \ ®' Deck joists -� -. HD2AHDG Rim (one each side Air avian Joist � wi g joist Detail B ii ' � J�mo fi t /e' diameter HOG to blocking HD2AHDG i _) } W diameter HDG n machine bohs or S ' Joist machine bolts or IayOUt � ___ threaded rods with B o threaded rods with /Id nuts and washers "nd washers eV Plan View Detail A Elevation Detail B I _--- irigarr ... ....... . , When using ZMAX or hot -dip galvanized connectors, use hot -dip galvanized fasteners that meet the specifications of ASTM A153. Simpson Strong -Tiee stainless -steel connectors are manufactured from type 316 stainless steel and therefore require type 316 stainless -steel fasteners. . All details assume the following: • Maximum 36" guardrail height • Minimum nominal 2x8 rim joist, joists and blocking • Minimum nominal 4x4 guardrail post • DF or SP framing lumber ©2010 Simpson Strong -Tie Company Inc. T- GRDRLPSTIO 3/10 exp. 6/12 TECHNICAL BULLETIN 1 - { SIIVIPSON;' CODE COMPLIANT GUARDRAIL POST CONNECTIONS 4F o , •.f , - 1 Strong.1 ie The railing connection is a crucial deck connection, and it is often inadequately � 4, `- 5.. constructed. In order to provide the required load resistance at the hand rail, ': . 41 ' the post must not only be fastened to the rim joist, but also be tied back into c� ± r , : ate . t> ' ,-- . the joist framing. Machine bolts or lag screws through the post and rim joist 5 k:'-' "*r� 1 alone do not typically meet the performance requirements of the building code. '" "�� s - • w , A t -ii r i lx N .. 2 , i 1 E ZYEEon w h • tion can be made using either the k Simpson Strong- Tie® DTT2 :? deck tension tie or HD2AHDG ,t„ �'` holdown. These details r, , , „`' -W- , allow for a connection to the - 1 / • 1, Vi 4 q deck framing at the joists or 1' -, �� , ,, „ t z w '"' 7 blocking. All details meet the «� k f IRC code required load at a 1 � , . W�� 2, %'. • r er maximum guardrail height of .,: *^ r . ' `ii: -- i 1`•� x 36” above the deck surface in * f ' T s l y --.' " :x , + - ,','^ '"` a ? Y. • an outward direction. � V 1 sic g( 5h1 , eft ""� w DTT2Z - ' . t .r " e z, (DTT2SS similar) " ii l y ' ' ,,: ' `- `: ';i The DTT2 deck tension tie was designed to satisfy code requirements for guardrail -post connections in wood decks. Versatile and cost - effective, the DTT2 installs using Simpson Strong -Tie® Strong - Drive® SDS screws which install with no pre - drilling and are included with each connector. Material / Finish: DTT2Z —14 ga. carbon steel with ZMAX® galvanized coating Fasteners (Included): DTT2Z — (8) Strong -Drive SDS screws, double- barrier coating - a • — i • • - a r • II - ,, , , if • ID This product is available with additional corrosion protection. St8fR129S5tEEf Installation: Model Anchor Diameter Fasteners • Use all specified fasteners, refer to the General Notes in the current Wood No. (in) (in) Construction Connectors catalog for additional important information. • The supplied cut washer must be installed between the nut and the seat ® DTT2' 3 16 v2 8 SDS /. xi v2 • SDS screws install best with a low- speed, high- torque drill with a 1. The information shown in this table is applicable to both the 3 /e' hex driver DTT2Z and DTT2SS. " - -4.- The HD2AHDG has also been tested as a lateral anchor for the ` guardrail post and installs using %" diameter machine bolts. Model Anchor Diameter Machine Bolts 1 Finish: Hot -dip galvanized No. (in) (in) ' t Installation: HD2AHDG 1' 5 /8 2W dia. a • • Use all specified fasteners, refer to the General Notes in . ;. ' _- ' the current Wood Construction Connectors catalog for '?- i additional important information. - . • Bolt holes shall be a minimum of 1 /32" to a maximum of V16" larger than the bolt diameter (per NDS section 11.1.2) • A washer is not required between the base plate of the holdown and the anchor nut HD2AHDG 1 ©2010 Simpson Strong -Tie Company Inc. T- GRDRLPST10 3/10 exp. 6/12 i TECHNICAL BULLETIN • ` .1 e SIM CODE - COMPLIANT' GUARDRAIL POS. CONNECTI '' s S - % ,-. = �� - . , x '': Guards: What the Codes Require I How does Toad or deflection The 2009 International Residential Code (IRC) and 2009 at the top of a guard post International Building Code (IBC) each have specific relate to a connector at the Deflection, 1 n, construction, and use of guards. ? top of post requirements for the design, {- 9 9 base of a guard post. Some of these requirements are shown below. 200 lbs . —► Asa result of the large leverage I ; When is a guard required? arm of a guard post, the tension , 1 force in the post -to -deck 1 "Guards shall be located along open -sided walking surfaces, connector will be much larger including stairs, ramps, and landings, that are located more than the force at the top of the 1 than 30 inches measured vertically to the floor or grade post. Similarly, any deflection at / f below..." the post -to -deck connector will t IRC 2009, Section R312.1 result in amplified deflection at "Guards shall be located along open -sided walking surfaces... the top of the post. For a 36" post connected to a 2x8 deck joist, a t that are located more than 30 inches measured vertically to the Deflection, i 200 Ib. force at the top will result connector / floor or grade below..." in about an 1,800 Ib. force in a f IBC 2009, Section 1013.1 connector located 2" from the top °'_"° "� Connector 1 If a guard is not required because the deck or porch this joist. A Y" will deflection i on in t ensmn 9 q P this connector will result in over 2" is 30 inches or Tess above the floor or grade, does of deflection at the top of the post. the guard have to be code compliant? Do the Simpson Strong -Tie All guards must be designed and constructed in accordance details address toad applied in all directions? with the governing building code, including guards that are not required. The general public expects all guards to perform The details in this technical bulletin address an outward force - and falls resulting from guard failures can cause serious injury on the guardrail. An additional connector can be installed on regardless of the fall height. the lower bolt to resist an inward force. What is the guard height requirement? Why have the code In the IRC, "guards at open -sided walking surfaces, including requirements changed? stairs, porches, balconies or landings, shall be not less than 36 The 200 Ib. point load requirement in the code is not new. inches high..." However there has been an increased focus on this requirement IRC 2009, Section R312.2 in recent years. Research and testing conducted at Virginia Tech on post -to- rim -joist connections indicated common bolted In the IBC, "required guards shall be not Tess than 42 inches or lag screwed connections to a rim joist alone did not meet high..." the load requirements in the code. IBC 2009, Section 1013.2 Why the Simpson Strong -Tie® solution? How much force must a guard be capable of The connection details shown have been designed to meet the resisting? requirements in the building code. Simpson Strong -Tie also For one- and two- family dwellings, both the IRC and IBC performed testing on several full scale assemblies. Some of require guards be designed to resist a single concentrated load this testing is summarized in the table below. of 200 lbs. applied in any direction at any point along the top. IRC 2009, Table R301.5; IBC 2009, Section 1607.7 Post- Fastening - rag Connector eflecton at Avee. Test- Average Di Assemhly Ultimate' 1 What is the allowable deflection of a fully loaded 2001ms. guard post? Outside rim joist, 635 lbs. 2.6 in. g p DTT2 fastened to joist The building codes do not contain deflection limits for guards Outside rim joist, however the International Code Council Evaluation Service fastened to blocking 650 lbs. 1.6 in. Acceptance Criteria 273 for Handrails and Guards (AC273) Outside rim joist, places reasonable limits on tested assemblies. The maximum fastened to joist 790 lbs. 1.5 in. permissible deflection in AC273 for 36" -high guards is 3 ". HD2AHDG Outside rim joist, 655 lbs. 1.5 in. fastened to blocking 1. Applied load and measured deflection shown are at top of post. *The 2006 and 2009 International Residential Code and 2006 and 2009 International Building Code each have similar requirements. For simplicity, this document references the 2009 editions of each code. I 02010 Simpson Strong -Tie Company Inc. T- GRDRLPST10 3/10 exp. 6/12 i` • . TECHNICAL BULLETIN SIMPSON CODE COMPLIANT GUARDRAIL POST, CONNECTIONS , Strong -Tie_ • 'k' a �3 " ¢ Vim, -w"! �"� _ .1 Q • �® • Order the Deck Framing Connection Guide 4 Simpson Strong -Tie created the Deck Framing Connection k Guide to help contractors and do- it- yourselfers build a code- compliant, safe deck. The guide identifies the critical " connections within a deck and recommends structural connectors and fasteners to help meet building code • h---t4- s,, "� _> s requirements. To order or download a copy of the guide, h rj y _< - , — -- -,,,,,_. ■ visit www.strongtie.com /safedeck or call (800) 999 -5099. ,, .Jt mo " '' F 9 ,,,_ --,:::,:-. --- it, 41 Ik\ ':,:,. t i `" T Learn more about DeckTools® hot a� oms I. . t Seeing istie1ev4Rg= . 1 1k I Imagine showing a prospective customer a I `;1 F 9�t r r t k. - picture. of their dream deck —and notjusta " ; ` , ` . / 1 a r ' t drawing or sketch, but a full - color, 3D image • a"irO 1; _ i • l i they can look at from any angle. DeckTools?' 1a --- '. j -- - '' ,i . a sales, design and estimating software - - � ° '' i 41 program for decks, makes it easy for deck 1 ; - , f` builders and suppliers to create one -of -kind M ' .1 F ., .,-.1,i-' deck designs right from their laptops. J • " _, , Customize nearly every detail, from the deck shape and railings to materials, connectors Ill ,. IrY � and fasteners, while quickly generating plans, proposals and material lists. Learn to turn your proposals into sales with s H Simpson Strong -Tie® DeckTools° software. i r {„^,,-i, ; Visit www.strongtie.cam / deckTools or s` Y ° call (800) 999 -5099. - ,, . DeckTools version 3.0 is available now. See website or call for details. This technical bulletin is effective until June 30, 2012, and reflects information available as of March 1, 2010 _ ' This information is updated periodically and should not be relied upon after June 30, 2012; contact Simpson Strong Tie. ` , :800-499-5099: we- for current information and limited warranty or seewww.stronglie.com. s' WWW StrOngtie t : •. ©2010 Simpson Strong -Tie' Company Inc. • ' P.O. Box 10789, Pleasanton, CA 94588 T-GRDRLPST10 3/10 exp. 6/12 - • EXTERIOR • SHEATHING CONT FLASHING WIOR P EDGE BEHIND BUILDING PAPER OR WATERPROOF EXISTING WALL MEMBRANE 1 EXISTING 2X DECKING OVER RIM (BAND) 11, DECK JOIST to ; , WI `r 7 P_ 2X FL R JOIST ( I l 2X LEDGER i EXISTING WALL (2) Mr LAG SCREWS OR FRAMING OR I (2) #14 WOOD SCREWS OR CONCRETE WALL I ( SIMPSO,N SDS SCREW (SHOWN DASHED) I OR EQUAL (5) SPACING "S" Figure 5 - Attachment of Ledger Board to Band Board with or Wood Screws (See Figure 11 for Spacing "S "). SPACING "S" JOIST SPAN (2) 3/8" DIA LAG SCREWS I (2) 414 W000 SCREWS SIMPSON SOS 1/4 X 3 1/2" J < SPAN 5 8' — '""--- 7 °-7� 8' < SP AN 101' .L....----", �— . = " ` 7 I0'< SPAN X14' it — 14" 14'< SPAN :11t3' ---____r 1 5` (a' Typical Deck Details revised 2/08 Page 12 of 27 FORTRESS g . t a Iron Railing & Fence Systems i F , 6 E3 S e r s A ' Installation Instructions Instructions d d'installation / Instrucciones de instalaciOn - - 1. Measure the opening from post to post to determine length of baluster • - rail section. Cut top and bottom 2x4 rails to appropriate length. F. Mesurer l'ouverture entre les montants pour determiner la longueur de la section de la lisse avec • - t balustres. Couper les lisses haute et basse en 2x4 a la bonne longueur. 44' - S. Mida la abertura entre los postes para determiner la longitud de la section del travesano del ; r- balaustre. Corte los travesanos de 2x4 superior e inferior a la longitud apropiada. ▪ yd i r A ., • ,m o; , 2. Place top and bottom 2x4 rails side by side for accurate placement of P` ,, - Fortress Railing Balusters. Cut a 4" block of 2x4 to use in measuring and A , creating the necessary 4" on- center gap. Mark a point at the center of top and bottom 2x4 rails. Place one end of the 4" block on the center point and 1 a .,. n L ; mark your fastener point on other end of 4" block. Continue this through ' both ends of top and bottom rails. / �' ,: F Placer les lisses haute et basse cote a cote pour la pose precise des balustres de rampe Fortress. Couper un bloc de 4 po de 2x4 afin de mesurer et de creer l'ecart necessaire de 4 po centre -a- centre. Marquer un point au centre des lisses haute et basse. Placer une extremite du bloc de 4 po sur le point central et marquer votre point d'ancrage a I'autre extremite du bloc. Poursuivre cette operation vers les deux extremites des lisses haute et basse. S.Coloque los travesafios de 2x4 superior e inferior de lado a lado para la colocacion exacta de los balaustres para baranda Fortress. Corte un bloque de 4 pulgadas del riel de 2x4 para usar al medir y crear la separation de 4" necesaria en el centro. Marque un punto en el centro de los travesanos de 2x4 superior e inferior. Coloque un extremo del bloque de 4" en el punto central y marque su punto de sujecion en el otro extremo del bloque de 4 ". Continue del mismo modo hasta completer ambos extremos de los travesanos superior e inferior. : ti 3. Fasten Mega EZ Mounts or Mega Shoes to top and bottom rails at M = appropriate mark points using the screws provided and a cordless drill (sold separately). • F. Fixer des tenons EZ ou des sabots Mega aux lisses haute et basse aux points marques a !'aide '` .. des vis fournies et d'une perceuse sans fil (vendue separement). ":F " • ,- ,_ S. Ajuste los soportes Mega EZ o las bases Mega a los travesanos superior e inferior en los puntos F j , : f Yy' �.t %' �•' *'�r' "` de referencia a ro iados usando los tornillos proporcionados un taladro inalambrico (se venden er p p A p y por separado). �° 7-. _ • x 4. Attach bottom rail to su .?, y � ,,� support posts on each end using Fortress Rail stl s k` F :4 Bracket (sold separately). '; Al gr t? 4 F. Fixer la lisse basse aux montants de soutien a cheque extremite a i'aide d'une bride pour lisse Fortress (vendue separement). �• �,r S. Fije el travesano inferior para apoyar los postes en cede extremo usando los soportes para a „- �F�' � � '� '�q travesanos de Fortress (se venden por separado). www.fortressiron.com 1 of 2 866.323.IRON (4766) FORTRESS R� a . „ . , ' tr y ` ,, s`• x'; I ron Railing 'Fence Systems - i se ri e s- ,mo° Installation Instructions Instructions d d'installation / instrucciones de instalaci6n .' = _ . 5. Set each baluster over bottom rail Mega EZ Mounts or into Mega Shoes -- - • - - per your design choice of plain balusters and /or basket balusters. ` " -" - - F Poser chaque balustre sur les tenons EZ ou entre les sabots Mega de la lisse basse selon votre : ' • • • i choix de design de balustres simples ou de balustres a coquille. kW n ' R-,,. ' N ?�,,., -" -- -.:-� S. Fije cada balaustre sobre los soportes Mega EZ o las bases Mega del travesano inferior segun el f �' I ate'"'' "u +���„a 1 ,,,,, diseno de su eleccion para balaustres simples o decorativos. � 6rc, ..* .° 't Itra --. - . - . ° . r 6. Once all balusters are set over bottom rail Mega EZ Mounts or into • Mega Shoes, set the top rail by appropriately aligning the balusters with the l it top rail Mega EZ Mounts or Mega Shoes. Attach top rail to support posts ` r 1 �..• , 1 on each end using Fortress Rail Bracket (sold separately). t �i I 1 F. Une fois tous les balustres poses sur les tenons EZ ou entre les sabots Mega de la lisse basse, . Y� .. poser la lisse haute en alignant correctement les balustres avec les tenons EZ ou les sabots RP de ;,' ; % celle -ci. Fixer la lisse haute aux montants de soutien a chaque extremite a l'aide d'une bride de • nylon pour lisse Fortress (vendue separement)- S.Una vez que todos los balaustres estan fijos sobre los soportes Mega EZ o las bases Mega del travesano inferior, Fije el travesano superior alineando apropiadamente los balaustres con los soportes Mega EZ o las bases Mega del travesano superior. Fije el travesano superior para apoyar los postes en cada extremo usando el soporte para travesano de Fortress (se venden por separado). --, , � 7. Attach cap rail as desired for finished appearance. . . x ``: F Fixer une lisse de finition choisie pour l'apparence finale. t `' S. Fije la cubierta de travesano segun to desee para dar el acabado final. 1 r I " r> i G 04 \I t 1 m '1r- ' - 0- - L Rd � , : 8. Repeat process for each railing section. -0 Bo sF' . F Repeter le processus pour chaque section de rampe. ` •'' S. Repita el proceso para cada seccion de la baranda. k f , Ift,r�i, , i ' �i il• l , t� k x` ' 4 I / Disclaimer: The, height of posts and rails and the spacing of the balusters should comply with local building codes. / F. Avertissement: La hauteur des montants et des Iisses et I'espacement des balustres doivent etre conformer aux codes locaux du bailment. I S. Descargo de responsabilidad: La altura de los postes y barandas y el espacio de los balaustres debe cumplir con los codigos de construccion locales. www.fortressiron.com 2 of 2 866.323.IRON (4766) • _ ' Simpson Strong Tie Ledger Solutions - _ STRONGDRIVE SIMPSON .. StirongTie For Deck Ledgers Code-Equivalent Fastening Solution , fir • ' .,, f iIor Dr ck Ler lgepto -Banl l Joist Conneetitites X� ri A r te ;�_ -` :' Corre - I e - . , • s crucial when building a deck that g is attached to another structure, such as a house. Separation of the ledger from the primary structure is one of the most r , ° k • common causes of complete deck failure. - : � r .` i 4 ,, 4".T..„•? , - Simpson Strong Tie° Strong - Drive° SOS Screw -f- � A 54 :, , .- . The Simpson Strong Tie® Strong - Drive® SDS screw is , '� G' • m ' i 14 '� 7 ';w a versatile' /4" diameter structural wood screw that can be • - 5 , > ; , , 14m , used to easily install deck ledgers to band joists and meet 01 k •the requirements of the building codes. ▪ F r - '" Features of the patented SDS screw include: ,`' -,i. ' -^ • • Faster and easier to install than bolts or lag screws ' k =:� . • No pre drilling required due to straight knurl/ - .; .�,z --- -- reamer features a --'` , • Only ledger fastener with solutions provided for " Z , various engineered wood product band joist materials • Equivalent alternate to 2009 IRC Table R502.2.2.1 • > Y ,' -� .7 �; ., - - - - for ledger applications provided on page 2 . ' " � : ti • Code report: ICC ES ESR 2236 ` -ti �.. • Available with a double- barrier coating (corrosion „ w r ! resistance equivalent to hot dip galvanized finish) or _ k in Type 316 stainless steel • 3 /e Hex washer head is stamped with the Simpson .I Strong-Tie® "No- Equal" # sign and fastener length s lii► it MI Pb for easy identification after installation. Additional washers not required. Identification stamped on all SDS screw heads Product Information and Allowable Shear Loads Quantity Shear (100)' 1. Allowable loads for the SDS screws Screw Thread ngth 2 are based on ICC -ES ESR -2236 Model No. Finish/Material Length Length Master 1 Wood Side Plate evaluation report. (in) (in) Carton Pack DF /SP' SPF /HF 2. All allowable shear loads assume a minimum main member thickness of SDS25312 Double- Barrier Coating 3 2 10 25 340 245 the screw length minus the side member thickness. SDS25312SS Type 316 Stainless Steel 3 21/4 10 25 340 245 3. Loads reflect a load duration factor of Co =1.00 and may be increased up to SDS25500 Double- Barrier Coating 5 2 6 25 350 250 a CD = 1.60. Corrosion Information: The double- barrier - coated SDS screw is suitable for outdoor and some preservative- treated wood applications. The stainless -steel SDS screw is suitable for higher- exposure environments where maximum corrosion resistance is required. Several examples of more . corrosive environments include exposure to ocean -salt air, large bodies of water, some preservative- treated woods, and other chloride environments such as the use of de -icing salts. For more information on corrosion and guidelines for selecting the appropriate finish, visit www.strongtie.com /corrosion. © 2010 Simpson Strong -Tie Company Inc. F- SDSLDGRIO 3/10 exp. 6/12 • • COD = EQ IVALENT -Tgli3 EDGER -TO -BAN s JOIST CONNECTIONS -. 3 Code Requirements The 2009 International Residential Code (2009 IRC) provides prescriptive fastener spacing for the attachment of a deck ledger to a band joist with /2" diameter lag screws or through bolts. The Where supported by 2009 IRC Table R502.2.2.1 applies to 2 -inch nominal solid -sawn lumber or minimum 1x91/2" DF LVL attachment to an exterior band joist material, and 40 psf live load /10 psf dead load applications. Other conditions are to be wall, decks shall be designed according to accepted engineering practice.* positively anchored to Table 1 SDS screw spacing values (below) are equivalent to 2009 IRC Table R502.2.2.1, based on primary d and designed testing of the Strong- Drive SDS screw with a factor of safety of 5.0. Table 1 also provides SDS vertical c tical and lateral ve an nd l for for ateral l both loads s crew spacing acin g for a wider range used for band joists, and an alternate oa g of materials commonly j as applicable. Such loading condition as required by some jurisdictions. attachment shall not be Table 1 —SDS Screw Spacing for a Sawn Lumber Deck Ledger to Band Joist accomplished by the use of toenails or nails Ledger SDS Maximum DeckJoist Span subject to withdrawal. Loading Nominal Screw Band Joist Material and Size Up to Up to Up to Up to Up to ' Up to Up to IRC 2009 Condition Size Length 6 ft. 8 ft. 10 ft. 12 H. 14 ft. _16H. 18 ft. Section R502.2.2 (in.) (in.) Maximum On- Center Spacing of Fasteners (in.) 2x 31/2 Attachment of a deck 40 psf 2" Nominal Sawn Lumber 113" 10" 8" 6" 5" 5" 4' 2 -2x 5 ledger to a nominal Live g 2x 31/2 1" Min. Oriented Strand Board (OSB) Rim Board 12° 9" I 7" I 6" I 5° 4' 4" 2x lumber band joist is 10 psf 1 'A" Min. Oriented Strand Board (OSB) Rim Board permitted in accordance Dead 2x 3%z or 1 '/" Min. Structural Composite Lumber 15 11 9 T 6" 5° 5' with Table R502.2.2.1 2x 31/2 for decks supporting 60 psf 2" Nominal Sawn Lumber 9° 7" 5" 4° 4" 3" 3' a 40 psf live load and Live 2 5 10 psf dead load. 10 psf 2x 3'/z 1° Min. Oriented Strand Board (OSB) Rim Board 8" 6" 5" 4' 3" 3" 2" D 2 3'Fz 1'/e" Min. Oriented Strand Board (OSB) Rim Board 10' 8" 6' 5" 4' 4° 3' IRC 2009 or 11/4" Min. Structural Composite Lumber Section R502.2.2.1 1. Solid -sawn band joists shall be Spruce - Pine -Fir, Hem -Fir, 2. Fastener spacings are based on single fastener testing of the d Deck ledger connections Douglas Fir - Larch, or Southern Pine species. Ledger shall Strong - Drives SDS screw with a safety factor of 5.0 and include not conforming to Table be Hem -Fir, Douglas Fir- Larch, or Southern Pine species. NDS wet service adjustment factor. 3. Multiple ledger plies shall be fastened together per code R502.2.2.1 shall be independent of the SDS screws. designed in accordance - wood structural - with accepted engineering Exterior cladding ' panel sheathing and flashing not I. W max. thickness Ledger fastener spacing maybe practice. Girders shown for clarity fastened per code offset up to 3' to avoid interference supporting d eck joists 11/2" m inim u m from with attachment pP g I Band 1 �� Itop of ledger and band leis) shall not be supported deck ledgers or band perTable1 � '� ' joists. Deck ledgers shall - fl�r f SOS g 1 ` a m i n i mum • jmsf or 1 stagger vertically w spacing not be supported on blocking° a, �+ space maccordance jr stone or masonry veneer. ! �lO�, with Table 1 IRC 2009 1 minimum from J Section 13502.2.2.2 t 2' nominal deck bottom of ledger MI ledger shown 4' to 5' On-center band foist (double 2' from end of spacing of ledger similar) ledger SOS wood SUMS • Note: This flier addresses deck ledger connections only. Ledger - to - Band Joist Assembly SDS Screw Spacing Detail For a complete overview of all (Wood -framed lower floor acceptable, code - required deck connections, concrete wall shown for illustration purposes) including critical lateral load attachment to the structure, see - our Framing Guide. Table R 8502.2.22.2.2.7 1 in the Comparison of Shear Performance of Common 2x Ledger Fasteners G 2009 IRC was developed using Spruce -Pine -Fir Lumber — Perpendicular to Grain Loading shear design values for screws and d through bolts that were derived 9 compares g Th figure below ares the NDS la screw value, the tested lag screw value used in the 2009 IRC t p from application testing. Application (source: 2009 IRC spacing values) and the Simpson Strong-Tie SDS Screw. testing consisted of fastening a ledger over wood structural panel 400 1. ' /2' Lag screw shear design value based on Z sheathing into a band joist. The 350 perp per 2005 NDS. Minimum main member tested shear design values are f : I penetration = 2" (4D). significantly higher than values .N 300 2. %" Lag screw shear tested design value calculated by the NDS. When using R 250 - based on engineering calculation of IRC alternate fasteners to replace those ui 200 Table R502.2.2.1. prescribed in IRC Table R502.2.2.1, 150 . .1 r---- ` - - -`.1 3. SDS screw value based on Simpson Strong -Tien it is important to space them to a i . Wood Construction Connectors catalog, support the design loads on the - 100 t -- --- -�; {, _ page 20 and verified per application testing. deck and not space them to provide 50 4. Assumption: Spruce - Pine -Fir lumber with equivalence to calculated NDS lateral o r . .• • . ! , . _ perpendicular to grain loading in wet service. design values. See "Comparison of 'i^ Lag Screw 'h" Lag Screw Simpson Strong - Tie° Shear Performance of Common 2005 NOS Tested Design value S0S25312 2x Ledger Fasteners" chart. Design Value (2009 IRC) This flier is effective until June 30, 2012, and reflects information available as of March 1, 2010. This information is updated periodically and should.not be relied upon after June 30, 2012; contact .800 999 Simpson Strong -Tie for current information and limited warranty or see www .strongtie.com. ;. WWW:SICODg11e.COf11 2010 Simpson Strong -Tie Company Inc. • P.Q. Box 10789, Pleasanton, CA 94588 F- SOSLOGR1 D 3/10 exp. 6/12 . ' . - , , , STAIR REQUIREMENTS Stairs, stair stringers, and NC D .,11,A T:FROM ,1`_R }.4, stair guardrail shall meet the a =t.H .3,7::. ak..1 `-����.i. NOI AI1,;,•., requirements shown in Figure 1A.3n:-C R_ 30 through Figure 36. All stringers shall be minimum Mitt 2x12. A level landing ! "' minimum 3 feet by 3 feet is fr MAX RISE ri I iF, In1 ft" :;1-A1.1_2:-:)T o_vl- <,a.;�; ;1 : , , ` ! ! ~ ;,l5erc_ 1 MA; -.-L . 1�1,. required at the top (usually "``Y'`=" _; °R` 44...! this is the deck) and at the Tif API z r ` i i 1 L - ' bottom (usually a concrete ` ,IOSIN_ =ii\L= NOT pad) of the stairway. Figure 30 - Tread and Riser Detail ' 1 i ::;,. • r MAX SPAN = C'-C' e::2 STRINGERS MAt .PAN = 15'47 -s! I,IAX SPAN = .C'_3• .J STRINGEF5 . C1JT 531 SOL I_ ii I RINC;I:1 Figure 31 — Stair Stringer Requirements attach 2x tread 4 aterial' / stringer 2 -u3 screws cr 2 • nails per 2x material board at each stringe cr ledger ii, , lir t ►I j 4ledger. eac Bide. full si= fingers 4 eot 1 of t: eac. atta ♦ -- w ; . L30d nails or #8 woo: screws CUT STRINGER SOLID STRINGER Figure 32 — Tread Connection Requirements Note: The stair design in this document is for a three -foot wide maximum stairway with minimum 2x tread material. Plastic or composite decking products may be used for stair treads; however, they may require additional stair stringers for bracing. Check with the • manufacturer's requirements. Typical Deck Details revised 2/08 Page 25 of 27 5 -0" max_ between posts • stair guardrail required far stairs with a total A, rise of 34' or mare see TYPICAL GUr RDRAI .41.•• DETAILS ' for more infinformation aii / I r ° 80 .1 stair guardrai he +eht: 34" measure from nosing of step : � lsiangular not i dir permit the passage openinc oh a 6" diameter sphere Figure 33 — Stair Guard Requirements BAND BOARD OR OUTSIDE JOIST MN 1■111111 inr L • SLOPED HANGER OR LS50 EACH SIDE Figure 34 — Stair Stringer Connection Detail STAIR HANDRAIL REQUIREMENTS All stairs with four or more risers shall have a handrail on one side. Handrails shall be graspable and shall be of decay- resistant and /or corrosion- "' ma resistant material. See Figure 35. The hand grip 1-i :2 min portion, if circular, shall be between • handrail 1 and 2" in cross section. Shapes other than circular shall have a perimeter dimension I between 4" and not greater than 61/4' with a corrosion- resistant maximum cross sectional dimension of 2W. All handrail hardware shapes shall have a smooth surface with no sharp Figure 35 — Handrail Requirements corners. Handrails shall run continuously from a point directly over the lowest riser to a point directly over the highest riser and shall return to the guard at each end. See Figure 36. Handrails may be interrupted at guardrail posts only at a turn in the stair. Typical Deck Details revised 2/08 Page 26 of 27 i L . . . . _____ ±:-- [ ...,[3_ -- ,' -- i O . iii co r u- u_ _,., Co O -_ < c� C. n: Q z d z o < ce) z ,.....e., - . HANDRAIL ----: HANDRAIL SHALL RETURN AT EACH END — 4x4 PT POSTS EMBEDDED IN CONCRETE 4, 36" MAX SPAN 1 BETWEEN d ; . STRINGERS ; •.. ,....\\_ FOOTING: 12" x 12" Figure 36 — Miscellaneous Stair Requirements FRAMING AT CHIMNEY OR BAY WINDOW All members at a chimney or bay window shall be framed in accordance with Figure 37. Headers with a span length greater than 6' -0" require a plan submission. 6•o n aximum decking may extent 6" max. I-13 chimney or chimney , Of bay o bey v. lclow J 1 ecqer window h. J board 5 a o ir ir ir double joist. ' double joist double header 2-11Z° cia, ttRru -bolt each side hanger, typ. I or lag suews at ledger F-LliN SECTION Figure 37 - Requirements for Framing at Chimney or Bay Window Typical Deck Details revised 2/08 Page 27 of 27