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R ECEIV E D cp d ;Z JUN 25 2007 BU ,DING DWISI0'� -a' a ©WNt=n • a3� 6 ' x c � o f , 0 r Fab� seTgAC RDG E6 en �ac APO 1 3 3 'a. 0 Z r, A:4 Pie -t z - _ _____ "7`,9*, 1 If, <? tai -1 I I Z I at' << tri I W �0 OG , � Z Q ,gip CI' ( � 1 1 ._ uI NU VIEW DE s IG� ,•D ❑ ;' I I 0 t3 6fp©} (06.1" e"13 IF r - � 1 CO w $ E $ r ,, I c x1 STING I 4or c ''•► M vi < t 114 pa s u h quo n^ z ❑Q I �__r___ . _.._ �t{ -- v l UILD NG PERMIT O IdueAc�7 UO335t (3)? V I— p I CANNING DIVISION: � 5 - la' Required Setbacks: ❑ Approved ❑ Not Approved p I I Side: Street Side: I r ���' 3S 1 Front. r~ Garage: Rear: v V z l r Visual Clearance: 0 Approved 0 Not Approved p E ., Io L. _ _ _ / _ _ _ _. _. - _ _ - - - - - — - Maximum Building Height feet J S S rvice Pr ..ett Re quired: t- Yes ❑ No - - @ - "' � ` ' ~ ~^ Received By Date: _ - se __ __ _ — Y __.1NGINEERING DEPARTMENT: P;', I Actual Slope: _% ❑ Approved ❑ Not Approved • r - Site Plan: ❑ Approved ❑ Not Approved L Cta L. r ' Date " ,. 1 Notes: o 1 ■ PROFESSIONAL _ �` ENGINEERING LICENCES O k l" z 0 .. a .r te L rrn� G = ABBREVIATIONS FON FOUNDATION SHT SHEET = V o DIAMETER FTG FOOTING SIM SIMILAR N ti II PE -6796 01/30/06 SMS SHEET METAL SCREWS ▪ 92e0 04/30/06 I N D U S T R I E S / ANCHOR AB ANR BOLT ADDL NAL GA GAGE GALV GALVANIZED SP SPACE S, ED) ›- i A CHO SPEC SPECIFICATION, SPECIFIED D ALUM ALUMINUM SO SQUARE 17 ' Ks 10 /30/06 19+61 04/30/06 INC J _ INCH ANCHOR HGT HEIGHT SST STAINLESS STEEL g NH / APPROX APPROXIMATE(LY) STAG STAGGERED 0 World Class Sunrooms Since 1947 INFO INFORMATION STD STANDARD NJ 240E0 X200 01/30/06 BLDG BUILDING MFR MANUFACTURER SSTLF S STIFFENER EN BM BEAM MIN MINIMUM STRUC STRUCTURE (S, URAL) '" 45542-C 06/30/06 TABLE OF CONTENTS B.O. BOTTOM OF SYM SYMMETRICAL eN 41532 06/30/06 BOT BOTTOM NA NOT ALLOWED Li NR NOT REQUIRED T&8 TOP AND BOTTOM z Z Mr 14355 06/30/06 C/C CENTER TO CENTER NTS NOT TO SCALE THD THREADED 0 CL CENTERLINE THK THICK (NESS) u, SS 23776 06/30/06 SHEET SHEET CC C CONCRETE O0 ONT CENTER DL T1YP• TOP OF < I- OH ,� , 07/24/06 NUMBER TITLE CONT CONTINUOUS OPNC(S) OPENRING(S) N UON UNLESS OTHERWISE m IN 106313 07/31/06 CTR CENTER (ED) OPP OPPOSITE OPT OPTION (AL) NOTED Z Z G -1 COVER SHEET — > CC IN 84 07/31/06 DET DETAIL VERT VERTICAL -006 G -2 GENERAL NOTES DF DOUG FIR PL PLATE 0 0 Tx 94362 09/30/06 PROJ PROJECTION W/O WITH W LRP -1 LRP ROOF PLANS AND COMPONENTS • 11/30/06 '"'s WOOD SCREW LRP-2 LRP SECTIONS AND DETAILS DWG(S) DRAWING(S) RAD RADIUS wr WEIGHT REF REFERENCE REFER EA EACH K' � LRP -3 LRP TABLES I EMBED EMBEDMENT REINF REINFORCE (D, INC) GA P0030106 12/31/06 EC) EQUAL REQUIRED EQUAL (LY) LRP -4 LRP TABLES II ES EACH SIDE REV REVISION o m I Z cl- A 14953 12/31/06 DP EXPANSION -' 0 3 0 56 16503 12/35 LRP -5 LRP TABLES III 8 DST EXISTING I- < N 0 NC 29t74 12/31/06 E30 -1 ENCLOSURE PLANS He 11130 12,31,06 E30 -2 ENCLOSURE SECTIONS AND DETAILS my 6677 12 E30 -3 ENCLOSURE DETAILS Approved plans ° w m OH E -61661 52/31/06 E30 -4 ENCLOSURE TABLES I TYPICAL SECTION & DETAIL NUMBERING SYSTEM shall be on job site. W = U di 177 3oessos E30 -5 ENCLOSURE TABLES II 0 0 0 V, FL 55015 02/26/07 E30 -6 ENCLOSURE TABLES III EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE , IVA 26717 6/02/07 E30 -7 ENCLOSURE TABLES IV T his perm does no t aut the violation aP- of any ; 24361 /30/07 E30 -8 ENCLOSURE COMPONENTS i °Ef `�" °' 11hts o f hold of private easements. The - 2 NUMBER �� urge to contact any such parties and ,a 01 06/31/07 S -2 SHEET llg is urg — SHEET WHERE sECtwN a DRAWN. �,y;A. ,Eller approval before commencing work. PA 356772 -E 09/30/07 I5 DRAWN. ON F DASHED. SECTION IS 3 NI 45660 50/31/07 DRAWN ON CURRENT SHEET OK 19+05 10/31/07 1 EXAMPLE OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OU co 31009 II /31/07 \J sECnON ,,,� mE 10495 , DETAIL LEI IV LIABILITY SECTION DETAIL CA 53107 12/31/07 }/8• °1 - ° S -2 3/8 -0 S -2 The City of Tigard and its N y 5/07 1.1_,....C.) � SHEET W1, SECTION IS TAKEN FROM. LIE FROM. \_ WHERE it DErAE Is employees shall not be 41 3 2 Iv 1 OR 16232PE 12/31/7 ,C` S' ,, ! � F GASHED. SECTION IS WEN IF DASHED. DETNL IS 0 0 O ad O v i i X77 /07 k 1 \ G `' \ FRO„ THE CURRENT SHEET TAKEN ON CURRENT SHE lesponsible for discrepancies m v v a v LI , WY • -� p � whi may appear herein. z o 7 c 0 ` ` NE E -1,326 12/3,/07 YO 030 12/31/07 - \\:0\ � 0 0 0 0 0 H U V O AZ 30066 03/31/06 N N o O O O O W a 0 NY 060136 03 /31/66 JAN 0 6 2006 <,., r7 .- O • REMSED 01/02/06 0 S .. W � tLq.E� 'WA CITY OF TtGARD 0 e G I # ,, Approved W V ÷ l p Co Approved ; E i 4 7 For only thew a scribed in: Q 13 PER NO. - 0CD ,5 k < m �� 1 c .. • • Ga r' ry i See Letter to: Follow ( ): . Witt Can( , .,1k)-- Job Address z� SW �5 / N 'E J. C O k By: � A W,r° iN Date: SS ',-o " a PIRATION DATE: DEC U 10 3 WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL ENGINEERING LICENCES GENERAL NOTES AND SPECIFICATIONS z (Ni o g a I N z n N W H PE -579e 04 I DESIGN CODE & LOADS III ROOF SYSTEM VI WINDOWS h • I'D 9280 o4 / 1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE 1. THE ROOF PANELS SHALL BE AS DEFINED WAIN THIS DRAWING PACKAGE AND ci 0 KS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1997 PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN. 1. ALL GLAZING SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 24 OF THE n = 15485 04//06 UNIFORM BUILDING CODE (UBC), 2003 INTERNATIONAL BUILDING CODE (IBC), CODE. o NN 10980 0+/30/06 2003 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2004 FLORIDA ® 2. UON, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24'. 2. GLAZING FOR GLASS ROOF SHALL BE EITHER INSULATED WITH 1/8' THICK FULLY BUILDING CODE (FBC) EXCLUDING BROWARD & DARE COUNTIES. TEMPERED GLASS ON THE TOP & BOTTOM OR 3/16' THICK FULLY TEMPERED ki 42,44,280 04/30/06 3. FOR COVERS W/O AN ENCLOSURE, ROOF PANELS SHALL BE SUPPORTED BY A GLASS. 2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE BEAM, POST & FOOTING SYSTEM SUITABLE FOR THE PROPOSED APPLICATION. w 455412_C 06 /x /06 INTENDED FOR RECREATIONAL/OUTDOOR USE AND ARE CONSIDERED NON- THE BEAM, POST & FOOTING SYSTEM SHALL BE PROVIDED W/ ENGINEERING 3. WHERE APPROVED BY THE BUILDING OFFICIAL WINDOWS AND DOORS MAY BE HABITABLE STRUCTURES WHICH ARE NOT HEATED AND /OR COOLED. SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL AAMA APPROVED WITH A RATING CONSISTENT WITH THE REQUIRED DESIGN WIND V Nn 41532 08 /3006 JURISDICTION OR DEFINED WITHIN A VALID ICC -ES EVALUATION REPORT. A COPY 3. WHERE A COVER HAS AN ENCLOSURE BELOW, THE OPEN AREA OF THE OF SAID REPORT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL @ THE TIME OF PRESSURE. IN LIEW OF MATERIALS USED FOR OPEN AREAS AS DEFINED IN Z O MT 14355 06/30/06 LARGER WALL AND ONE ADDITIONAL WALL SHALL BE 65% OR MORE OF THE PERMIT APPLICATION. GENERAL NOTE 1.3, N F-- CO AREA BELOW 6-8" MEASURED FROM THE GROUND. EACH WALL OPEN AREA Sc 23776 06 SHALL BE EITHER INSECT SCREENING, READILY REMOVABLE 4. SPECIAL ENGINEERING REQUIRED FOR ATTACHMENT TO "SINGLE COAT" STUCCO 8 TRANSLUCENT/TRANSPARENT PLASTIC OR TEMPERED GLASS, NOT MORE fi" 0 440 25455 07/24/06 SY STEMS. Z THAN 0.125 INCHES THICK, WHICH IS APPROVED BY THE UNIFORM BUILDING G Z .__F 1N 106313 07 /31/06 CODE. Z J LEJ 6I x 334 07/31/06 4. SEE NOTES UNDER ITEM VI FOR ADDITIONAL INFORMATION REGARDING IV WALL SYSTEMS Z aoe WINDOWS. W 1x 94362 09/30/06 1. FOR COVERS W/ ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE DEFINED O WITHIN THIS DRAWING PACKAGE. U C w 7 '- 6 67 1 32 " /70/06 II MATERIALS IL 25673 -E 12/31/06 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND TEMPER V LAMINATED ROOF PANELS CA PE03015912/31/06 6063 - T6, (UON). U < I Z -d- m 14953 12/31/06 2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH THE REQUIREMENTS SET 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED � < 0 3 N FORTH IN PART I -A, SECTION 6.6 OF THE ALUMINUM DESIGN MANUAL (2000). FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY CHAPTER 31 OF THE x 16S 16506 12/31/06 UNIFORM BUILDING CODE APPENDIX, APPENDIX I OF THE INTERNATIONAL V1 } 3. SHEET METAL SCREWS (SMS) SHALL BE TYPE AB SCREWS. BUILDING CODE OR APPENDIX H OF THE INTERNATIONAL RESIDENTIAL CODE. c °` NC 29174 1631 /06 a 2. MATERIALS: 4, SHEET METAL SCREWS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN 8 NM 11138 12/31/06 PART I -A OF THE LATEST ALUMINUM DESIGN MANUAL FOR TAPPING SCREW -' CONNECTIONS. a. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE m m Nv 8677 12/31/06 REQUIREMENTS FOR 3004 -H254 ALLOY AND TEMPER. THICKNESS OF SKIN ° w m a SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. Z w ON E - 64661 12/31/06 5. UON, EXPANSION ANCHORS SHALL BE 3/8' DIAMETER AND SHALL BE EITHER, HILTI 3 "KWIK BOLT II (ICC -ESR 1355), SIMPSON "TITAN HD" (ICC -ESR 1056) OR APPROVED b. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE w 1 i U EQUAL. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ASSOCIATED o a v 331 0 UT 30e5605 12/31/06 - ICC -ES ESR. REQUIREMENTS FOR 3004 254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. FL 55015 02/28/07 J 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE O. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL 'U WA 28747 04/02/07 EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.42, SUCH DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: AS DF. _ I KY 24361 0e /30/07 I. PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED . f p "' 7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL 0102 BY EITHER PREMIER INDUSTRIES, INC. / DBA INSULFOAM OR FALCON FOAM, VA 041,.3, 06 VERIFY, THROUGH NON - DESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM INC. AND APPROVED UNDER ICC ES ER -3414 OR ICC ES ER -4059, OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW. PA 356PE 09/30/07 RESPECTIVELY. THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS I v 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY OF MATERIAL PER TABLE 8-A OF THE 1997 UBC. } NI 45880 10/31/07 0.49 OR GREATER. 3 • d. THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS ■ OK 19405 10/11/07 9. ALL NAILS AND WOOD SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD MORAD M-650 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM S TRENGTH: AND HAAS COMPANY, AND APPROVED UNDER ICC ES ER -5394. THE ADHESIVE ■ F co 34009 11/31/07 APPROVED AS A CLASS 2, TYPE II, STRUCTURAL ADHESIVE, UNDER ICC ES CA 63m7 12/31/07 a. 8 F b = 100,000 psi a b. 12 ° F = 80,000 psi ME 10496 12/31/07 ° 3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL C. 14 F,.6 = 70,000 psi PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS OR 16232PE 12/31/07 d. 16 °. F,.b = 70,000 psi PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION o o o N e. 18 ° F b = 60,000 psi (S) AND /OR DEFINITION (S) OUTLINED ABOVE. E `' `' m '^ i w 6977 12/31/07 °. Y W F b = 60,000 psi 4. THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED ( t 0° ¢ U U Z V f. 20 NE E 12/31/07 THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN Si - S - Si - m YO 0.10178 12/31/07 STAINLESS STEEL. TABLE IS NOT PERMITTED. . - \\\\\ \ < 1 AI 30066 03/31/06 11. UN OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE TREATED 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO n _.4 LUMBER SHALL HAVE A G185 GALVANIZED COATING. 0 _ °o b r o o NY 060138 03/31/08 TRANSVERSE JOINTS. JAN V 6 tflC N REUSED 01/02/0e 6. THE SUPPORT AND ATTACHMENT OF THE SUBJECT PANELS SHALL BE � �� Fk.�.t` SUBSTAINTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR i C 1+ � k01'.'4. STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. 3 �� •, a e w 7. METAL PANEL FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL OR i W Vc-_\1' ; F. 3 ALUMINIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL. n i ii 1-' , " 32 t 8. FASTENERS FOR ATTACHMENT TO WALL HEADERS SHALL BE #14, SELF - TAPPING Q g " -- SMS, AND 1" O.D., SEAL WASHER. ALLOY AND MINIMUM THICKNESS OF HEADER o r / � SHALL BE 6063 -T6 AND 0.065 INCHES RESPECTIVELY. MINIMUM LENGTH OF U ° � • REGCN J {� i SCREWS SHALL BE 1' GREATER THAN THE PANEL THICKNESS. - F. J %V/I . • C A g a : . : / 9. "FAN BEAM" PANELS ARE NOT INCLUDED W /IN THE SCOPE OF THIS DRAWING 8 I- /,/ r � `1. / PACKAGE. SUPPLEMENTAL ENGINEERING IS REQUIRED FOR USE OF "FAN BEAM" ' ,f , C N� PANELS. a PIRATION DATE: tB at W I .4 WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL - d) ENGINEERING LICENCES • r L• ROOF WIDTH / ROOF WIDTH / z 1 0 a. < g a SIDE O.H. ENCLOSURE WIDTH w IZ ' MAX - : 12" MAX ENCLOSURE WIDTH / / t2 'MAX C' G i T NOTE 2 NOTE 2/ v NOTES: I / NOTE 2 NOTE 2 / / N -J i HI PE -6799 04/30/06 G 3 N 1. DIRECTION OF PANEL SPAN SHALL BE ROTATED to • � '� I- 90 DEGREES PROVIDED A RIDGE BEAM WITH ® 1D 9260 04/70/06 5Z P LRP -2 2 H 0 I R P -2 Q W v x n � SUPPORT COLUMNS IS PROVIDED. RIDGE BEAMS AND Ilia, 4. ' "- ? `' �, �- - SUPPORT COLUMNS SHALL BE DESIGNED BY OTHERS. o,,,, KS 15484 04/30/05 t , \ v `� : ' . I f - • 1098 /� /� � S ` 4 \ \ R / ' I �� S�I � N f erry / 2. MINIMUM DISTANCE TO FIRST INTERIOR JOINT gg. NM , I- PPP 5 � NOl` 4 I h SHALL BE 2 INTERNAL TIMES THE WALL OVERHANG SURFACE. OR WHIC 3' -2 HEVER ' NJ 24GEO 04 /� m / = w o Z �� FROM THE { o a o o 8 LRP -2 IS GREATER. • MA 06/30/08 w a J m �1 LON. o n , m W I RIDGE---___ SIM 3, FOR INSTALLATIONS WITH RIDGE BEAM. N w 1,1 ''‘Ili'l MN 41532 06/30/06 d z 3 LRP -2 i VI 0 �� z N i SL DN r SL DN U Z a o i < w W NOTE 3 NOTE 3 2 4. FOR INSTALLATIONS WITHOUT RIDGE BEAM. Z W ur 14355 0/ /JO /08 g i ' P o \ ? MINIMUM SLOPE IN DIRECTION AWAY FOR EXISTING a ZO oe w TYP PANEL -2 ; a v, o LRP -2 8 8 TYP PANEL STRUCTURE SHALL BE 1/4' PER FOOT. W W d SC 23n43 oe /3o /oe I _ _ _ - -- _ JOINT _ .r _11 $ = SIM JOINT O MD 25455 07/24/06 I x J- I `' � ' i Q LL Q 1N 106313 07/31/01 111 0 ' Z O Z (RP -2 WALL BUMP -OUT __ 1 O a II 0364 07/31/06 0=0 (OPTIONAL) �a�:'s'a"- �Z 1 ENCLOSURE BELOW I _ Cr X 1x 94362 09/3 0/06 IN � 1LHP0 � d 0 IL " /70/D6 TYPE I -SHED ROOF 0 o TYPE Z II - GABLE ROOF U 0 6232 K 25673-E 12/31/05 ROOF PLANS N GA PE030159 12/31/06 I/4' = 1' - 0' 0 M I Z • °a 3 0 0 o M u 12/31/01 _ N MS 16506 12/31/06 12 ' MAX N r SIDE O.H, / / , EXIST a a NC 29174 12/31/06 / O.H. L POST &BEAM < Z 12' MAX OPTIONAL S UPPORT COVER r STRUCTURE z w wee 13e 12/31/06 FILLER PANEL ROOF PANEL N 12 / ROOF PANEL OH ROOF PANELS I g m - A 2' MINI "I NY 66n 12 /31/06 2' MAX ... / ° w m CI \ \\ Z Z Y .. OH E -64661 12/31/06 _ . -_. .......... . _, • - _ _ v) fA Q' ▪ w Q H UT 38435605 12/31/06 Y = 0 0 c t 0 o 3 Fl- 55015 Z 02/26/07 Z I I 5 a O o . 3 - m VI m IN WA 267Q 04/02/07 t ! _ 1,0 CONC I i 1cr 24361 01/30/07 ■ / SUB VA 0402 843/31/07 FILLER FILLER J STANDARD NON- BEARING 041536 PANEL PANEL w J. MUWON SPACING PAm_ 09/30/07 SEE GENERAL NOTES N0TE NOTE: • OPTIONAL DOOR - FOR REQUIRED OPEN Y c SEE ALL HT LIMITATIONS. TATIONS. FOR N T _ W 454380 10/31/07 AREA, ( TYP ) 5c POST& BEAM REQUIREMENTS ON 19406 10 /31/07 TYPE I - SHED ROOF TYPE II - GABLE ROOF CO 34009 11/31/07 COVER ONLY a CA 53107 12 FRONT ELEVATI ❑N FRONT ELEVATION SIDE ELEVATION ME 10495 12/31/07 3/16' = 1' -0' 3/16' = 1' -0' 3/16' = 1' -0' " k W W OR 16232PE 12/31/07 0, 0 0 i $ o N WY 8977 12/31/07 2.3443 I/ 0.256 2.230 X t 0.370 4.640 / r L % M I ry t. o /- 2.135 0.315 /' ry p 1 ; 0 - O 1.000 1.000 0.300 1 i 2.600 1.740 -1 /- 1.500 / NE E-11328 12/71/07 \ \ ` ' ' ' C./ ' } MO 03 12 / 31 / 07 \ .04343 a 5 ro` /r W ��� �� oe6esroHR 000 0 W .090 0 HO HR ! .102 O NO NR ` J ,- ° 0 0 ° AZ 30086 03/31/08 j JAN06 nH NY 0°3138 13/31/08 t =0.075 U ON 7.375 o J" T,1„,,.., n o 5.431 • 4' PANEL 6 063 -T5 / - REVISED 01/02/06 3240 t =0 UDN 4.810 0 4' PANEL t =0.075 UON t = . 080 7 431 0 B" PANEL ] t = 0 . 09 UQN ] 250 ° 3" 4.775 O 4• 6063 -T6 6063 -T6 1.4318 O e" PANEL 6063 - T6 1 6063 -T5 4.25 O 4" 8.375 0 6" _ o ' 1 P ` , 8.25. �� fF �. I 088 a 510 NR m = • . HR I I 0 t W ( j � ` 11F7 7 ,� \ I L__- 1 ,� . • STD HR O. p .102 0 HO HR 46 E I � _ I Q / / 0. {50 1.041 / .100 O HO HR \ \ Z / 2.450 / /-- 2.125 , 4,_ 3 .,90 / 1.{50 / 1.500 4 �� . � / EGON � r7 2.1 zs / 3' HANGING RAIL 4' HANGING RAIL (HR) 6' HANGING RAIL (HR) .100 0 HO R GUTTER FASCIA -2 / � A v4 c. 1, 1Q '.� f DETAIL DETAIL DETAIL DETAIL DETAIL !V ' J. c� ' ( 5501, ( 4238 ) ( 15989) ( 5594 3' 5595 3 HALF HALF HALF HALF ( 5597) 4' HALF 5596 4' ` EXPIRATION DATE: EC 11 W j 15988 6' SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL ENGINEERING LICENCES a-) SEE PANEL z I o SPAN TABLES Q FOR FASTENER ROOF PANEL v G REQUIREMENTS #o 0 24' M c/c LEDGER FASTENER T&B J �'' HI PE -else 04/30/06 ROOF PANEL SEE PANEL (SEE TABLE UNDER A w STEP V) #8 SMS 024" c/c SPAN TABLES r a 9280 04/30/06 T A D BO T M ... ." •.�.�. CONT ( 5596) FOR FASTENER ( 5501) (5501 x OP NTO •04,•.•;•;•:4;•; •:,•,:•;•; FACIA � � ° :`�`�`�`�`�` A. WAN 15988) � REQUIREMENTS � n KS 1544 04/30/06 H �•+:�♦ ♦ ••••• 4 ••••••6• •��•• bi NN 10980 i 6 i`i`i`i`*`i " Pi `i`i 15989 - - - •_ 04 6 �������AA � 4 4.• . . CONT ( ) (15989) — y a v' GUTTER (5597 ..: • = ..- •_..::.... ROOF PANEL •4 _ r - . •Op• ' + �•!••'i`••`�Pi1. NJ 4545200 04/30/06 FACIA ( 5596) �1 z CD ∎• ix ���i`��i`i`�i`i`�� '�i�i`�i� rry rrr• 3 z D`i` t; WALL HEADER ••: j 6 ADDL � :• �$. `••�p•Q•�. •.I j w 4 , 06/30/06 ( 1 5988) WALL HEADER ■Vii % % % %i o z � � SEE FOOTNOTES *'i•.t�i�i`.•!:!^!•i_- � n �8 SMS *:•��• • �!�• , • OR SEE ..V.•`•`•`i' �A. ON PANEL SPAN / / /�� Z %� • RN 41532 06/30/004 ♦�••••• w ° !••• "• FOOTNOTES '41.0.44.011.0 • �`i`i`i`i`i`i� TABLES FOR ' = U GUTTER <- 5597 ON PANEL . V. �`. y !i`i`i`i�i`i`i LIMffATK1NS /8 SMS SEE TABLE Z N MT 14355 06/30/06 •!•!•!•!Q•!• o f �i`i`i`i`i`Di ROOF PANEL J _��� ��� SPAN TABLES v o cn BELOW FOR SPACING ROOF EXIST ROOF EXIST SC 23775 /� /� FOR w SYSTEM STRUCTURE SYSTEM STRUCTURE W W l'-! MUTATIONS ,,, z W w I— to p 45s 07/24/06 FRONT OVERHANG INTERIOR N co SIDE OVERHANG INTERIOR V) p D w 25455 N 106313 07/31/06 2' -0" MAX 12" MAX _ MWFRS NOTE: o L1 Q WALL TOP BOTTOM Z Q PRESSURE SEE SEC 3/- & A/- O En w 3 0408 07/31/06 FOR BALANCE OF INFORMATION. > Z S15 12 12 [L O lx 94362 0 NOTE: GUTTER AND FACIA SHALL 530 6 6 V 61 � BE CONT 0 BEARING WALLS FOR 540 6 3 1 W 6232 1 V3o/o4 RIDGE BEAM ROOF SYSTEMS U u) IL 25873 -E 12/31/06 G, PE030159 12/31/06 BEARING WALL OVERHANG NON- BEARING OVERHANG LEDGER ATTACHMENT ATTACHMENT @ CORNER 1 0 M 3 ,4953 12 /3,/b6 SECTION SECTION SECTION SECTION e 0 o 0 N 16 16506 12/31/06 NTS )- NTS NTS vI cc NC 29174 12/31/06 Q Z NN 11138 12/31/06 Q JOINT FASTENER /8 SMS 0 12" OC m m } NV 8677 12/31/06 (MAY USE 24" OC FOR MWFRS WIND 0 m PRESSURES OF 15 PSF OR LESS 41 m w o Q Ii CI E -64661 12/31/08 V Z Y z • j x PANEL SKIN SEALANT w = v UT 30550404512 /31 /o6 ROOF o o o m 0 •_ N FL 55015 02/26/07 PANEL 1' Y m WA 28747 04/02/07 , r - - N • ....r. e: • ::'„?.° _ z Kr 24361 046/30/07 1 - _ z ADHESIVE ;,,.• e z I - • 3 - ADDL p t 0402 � .: � � 1 r 06/31/07 Y8 SMS , �' o � EXPANDED e . o • �' ° �,_ �_ T&B • , � v , _� POLYSTYRENE °° ° ° ° ; ° I VA 041538 oe /31/ PA osanz -E 09/30/07 ■ _ _ _ d aI ,,,.,„.••••• . � , � _ ° e, I 45880 10/31/07 0 y " NOTE: E �. .. OK ,yam 10/31/07 - ' $$ SEE GENERAL NOTES FOR 1 PANEL REQUIREMENTS. a NOTE: EXIST a. co 34006 11/31/07 ENCLOSURE STRUCTURE SEE SEC 3/- FOR k cL BALANCE OF INFORMATION. CA 53107 12/31/07 TYP PANEL JOINT 3 r NE 10495 12/31/07 'N 1 CA 16232PE 12/31/07 1• DETAIL OD DETAIL Sj ell 1" = 1' -0" 3•__0• v W IN 8977 1z /31/07 - Li N v = U NE E -11328 12/31/07 E„ V 0 C.1 1^ NO 030178 12/!1/07 �• I- I m AZ 30068 03/31/08 \ \ \ ' - N 0 0 NY 080 138 03/31/08 JAN K 7y E 27-i." f REESED 01/02/06 , 'J J .t'1l .s..� U = O = •L O 7 / 1 ck- 0 2 fr 2 r.- k Q ' <° / • •EGON ca 1 EXPIRATION DATE: 1 WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL CO t _ ENGINEERING LICENCES STEP I - DEFINE DESIGN PARAMETERS STEP II - (CONTINUED) z I o CL , 3 A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS N Ct L 2 n UBC Wind Loads J B. DEFINE GOVERNING DESIGN CODE - SELECT ONE M PE -6798 04/30/06 Direction of Basic Wind Speed (MPH) w 1. UNIFORM BUILDING CODE (UBC) Exposure Component 70 80 90 100 110 120 130 1 i � N e 9280 04/30/06 Load = 0 2. INTERNATIONAL BUILDING CODE (IBC) 0 Z KS 15484 04/30/06 B, C or D Roof System Upward 10 13 15 19 23 27 32 F j - 3. INTERNATIONAL RESIDENTIAL CODE (IRC) Downward 0 0 0 0 0 0_ 0 v, 0 NH 10960 /30/06 4. FLORIDA BUILDING CODE (FBC) Nr 4 M /" 5. OTHER NA 455 C4/3°/°6 IBC, IRC and ASCE 7 -02 Wind Loads C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE Direction of Basic Wind Speed (MPH)" ci ioi 41512 06/30/06 GOVERNING Exposure Component Load 85 _ 90 100 110 120 130 140 150 ? NT 14355 ■ 06/30/06 JURISDICTION BASIC WIND SPEED (MPH) Upward 17 19 23 25 29 34 40 46 vi B Roof System - w w Sc 2376 06 IBC, IRC & Downward 9 10 12 13 15 18 21 24 85 90 100 110 120 130 140 150 t N — FBC System Upward 20 23 28 30 35 42 48 55 Lo c w N0 25455 C Roof S 55 07/21/06 Downward 10 12 14 15 18 21 25 29 o u . UBC 70 75 80 90 100 110 120 130 ? 0 CO IN 106313 07/31/06 Upward 24 27 34 36 43 51 59 67 D Roof System = O III aoe 07/31/06 1. IBC, IRC & FBC WIND SPEEDS ARE FOR 3 -SEC GUST SPEED Downward 13 14 17 19 22 26 30 35 a ct m 1Y TX 94362 09/30/06 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED (i) FASTEST MILE WIND SPEED i n 11/30/06 D. DEFINE "BASIC" DESIGN ROOF LOAD (2) UPLIFT PRESSURES MAY BE REDUCED BY 25 PERCENT FOR ENCLOSURES ® U LESS THAN OR EQUAL TO 10 FEET AL 25873 -E 12/31/06 1. ROOF LIVE LOAD - SELECT ONE (3) 3- SECOND GUST SPEED GA PE03015912/31/08 a. 10 PSF N 14953 12/3,/06 b. 20 PSF F. DETERMINE APPLIED DOWNWARD ROOF LOAD: c, I z 0 0 0 ,6 16508 12 /31/06 2. ROOF SNOW LOAD - SELECT ONE 1. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE. = } Is NC 29174 12/31/06 a. 0 PSF 2. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. a o z b. 10 PSF 3. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW a NN 11138 12/31/06 >- } c. 20 PSF AND COLUMN IS THE "APPLIED DOWNWARD ROOF PRESSURE. CO m IN 8677 12/31/06 m p d. 30 PSF 4. REPEAT FOR BOTH LIVE & SNOW LOADS.THE MAX. APPLIED ROOF z z Y 6 ; OH E -64661 1 LOAD FOR BOTH CASES IS THE "APPLIED ROOF LOAD" USED IN " 3 C J w e. 40 PSF DESIGN. o o o w o UT 30855605 12/31/06 f. 50 PSF EXAMPLE D x R. 55015 02/28/07 g. 55 PSF GIVEN: WA 28747 04/02/07 . E. DEFINE EXPOSURE CATEGORY - SELECT ONE LL = 10 PSF ( - 1 KY 24361 06/30/07 vA °'02 oe 31/07 1. EXPOSURE B SL = 20 PSF r 7 S 04% w / 2. EXPOSURE C PE- 0 9/30/07 . WLoowNwnao = 10 PSF (IBC, 90 MPH EXP B) 056772E 3. EXPOSURE D SOLUTION: } 1. 456e0 10/31/07 THE "APPLIED DOWNWARD ROOF LOAD" I 22 P SF. ■ it. NOTE, NOT REQUIRED FOR UBC JURISDICTIONS - OK 19405 10/31/07 to L6 CO 11/31/07 STEP II - DETERMINE "APPLIED" LOADS Applied Downward Roof Load CA 53107 12/31/07 Applied Roof Loads (Maximum of Live and Snow Loads) - (psf ) I C WE 10495 12 /31/07 A. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE Applied Wind _. Z ASCE 7 -02 FOR FBC. Pressure Live Loads Snow Loads < i OR 16232PE 12/31/07 (psf) _ - - 8 a U Al Z B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 10 15 20 25 30 35 40 45 50 55 WY 8977 12/31/07 + w = C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE, COMPONENT 0 12 17 22 27 32 37 42 47 52 57 0., ° u NE E -11328 12/31/07 AND DIRECTION OF APPLIED LOAD 10 15 17 22 34 39 44 49 54 59 64 0 u F NO 030178 12/31/07 D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROWS AND 15 22 22 22 37 42 47 52 57 62 67 COLUMN ARE THE DESIGN UPWARD & DOWNWARD WIND LOADS. 20 28 _ 28 28 41 45 50 55 60 65 70 AZ 30066 03 /31/08 E. ENTER DESIGN PRESSURES BELOW 25 ( 35 35 35 47 50 i 53 58 l 63 68 73 - o o 0 ° 06° "° '/31/08 30 41 41 41 54 56 59 62 67 72 77 JAN 0 6 2005 v %-, n 7 - o 1. ROOF LIVE LOAD (LL) ,I _g.. 1 . S . <. REHSSEO 01/02/06 2. ROOF SNOW LOAD (SL) 35 48 J 48 48 60 63 65 68 70 75 80 ti 3 3. ROOF WIND LOAD - UPWARD (WL 40 54 54 54 67 69 72 74 77 79 83 W ' ��� ai 4. ROOF WIND LOAD - DOWNWARD (WLoowN) 45 61 61 61 73 76 78 81 83 86 88 _ o \� - G '- . 50 67 67 67 80 82 85 87 90 92 95 0 � c ' v T, y • 55 74 74 74 86 89 91 94 96 99 101 w Z ' r � 60 80 80 _ 80 93 95 98 _ 100 103 _ 105 108 Q G i f 01 /s ' . C iJ 1. Assume Roof Dead Load of 2 psf [] , gti E(PIRATION DATE: tic 31 U7 1 WET SIGNED DOCUMENT HAS WE7 SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL ■ ENGINEERING LICENCES STEP III - DETERMINE MAXIMUM PANEL SPAN z I - o i a A. LOCATE APPROPRIATE TABLE FOR DESIRED PANEL THICKNESS. EL `o CK 6 B. LOCATE APPROPRIATE ROW FOR THE APPLIED UPWARD UNIFORM WIND 8 V • W 14 PE -6796 04/30/06 PRESSURE. Vt ID f°0 04/30/06 C. LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED DOWNWARD KS 15+84 04/30/08 UNIFORM ROOF PRESSURE. I,!, D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND o L- W 10960 04/30/06 COLUMN IS THE "ALLOWABLE PANEL SPAN IN FEET. - N1 04/30/06 '" 4 -c 06 Allowable Span Table and Uplift Fastener Spacing (1)(2)(3) MN 41532 06/30/06 N 3.0 inch - 0.024" - 1.5pcf EPS - 0.024" Notes: Z MT 14355 06 t o Applied Uplift Wind Applied Downward Pressure for Design Applied Uplift - ° Pressure for Design Basic Load Case Wind vi L Sc z3n6 /� /� c v N Spacing of Pressure for (1) - Roof Panels are intended for use with a Patio Enclosure as defined in W H a Appendix (psf) Patio Live Load (psf) Snow Load (psf) Fasteners A Chapter 31 of the Uniform Appendix � N - m PP P Building 9 Code, APPe Chapter P I of WO 25455 07/24/06 m a- 10 15 20 25 30 20 25 30 35 40 45 50 55 the International Building and Appendix Chapter H of the International N W 1N 106313 07/31 /06 r a. 0. 10 10" 10 Residential Code and the Florida Building Code. z O m y C 1 18.10 - O Q 61 a e` 07/31/06 3 O 15.70 7" 15 _ - All superimposed loads presented above are uniform in nature. e ;d 20 18.00 14.10 g ecial 6" 20 _ Consideration shall be given to non - uniform loads such as those = a ct TX 94362 09/30/06 - 0 N 25 1600 P 12.40 11 20 10.30 5" 25 associated with snow build-up and areas of discontinuity for wind � ? 0 o Engineering 9.60 loads. P (..) L ° 11/30/06 F c o 30 14.60 14.60 Required 8.90 8.40 5" 30 35 13.20 13.20 13.20 FOS must be 7.90 7.50 4" 35 AL 25673 -E 12/31/06 V E .5 Unless otherwise noted, the maximum eave projection of the roof 40 40 11 60 11 60 11 60 increased to 3.0 11.60 4" 40 system is 24 inches. GA PE03015912/31/0e J 0 45 10.20 10.20 10.20 Per AC04 10.20 10.20 10.20 4" 45 IA 14953 12/31/0e c 50 9.20 9.20 9.20 9.20 9.20 9.20 9.20 4" 50 (2) Panel Spans are based on a maximum temperature differential o Q I 3 0 55 between the two panel skins of 10 degrees Fahrenheit. ° x N 1 b 16506 12/31 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 4" 55 rn >^ Nc 29174 12/31/06 (3) #14 SMS with 1.0" diameter plate washer and neoprene insert. . Length of screw shall be a minimum of 1" longer than the thickness of , z w 11138 12/31/06 ( the LRP. Alloy Allowable Span Table and Uplift Fastener Spacing y and minimum thickness of header shall be 6063 -T6 and CO } 0.062 inches, respectively. > w eon 12/31/06 a 4.0 inch - 0.024" - 2.0pcf EPS - 0.024" ° w m o o Applied Uplift Wind Applied Downward Pressure for Design - Applied Uplift z z w w ION E -64661 12/31/06 d P (4) Not used. 8 c0 w o Pressure for Design Basic Load Case Wind N 3 o 31 = 6 a 2/31/ Spacing of Pressure for o o U V1 0 . UT 3065605 1 c .J � a. (psf) Pa tio Liv Load (psf) Snow Load (psf) Fasteners (5) Requires Heavy Duty (HD) hanging ra or special engineering to FL 55015 02/26/07 y C W 1 0 15 20 25 l 30 20 25 30 35 40 45 50(5) 55(5) Design reduce applied load to hanging rail. .. WA 26747 04 /02 /07 w - . 10 - 21.80 10" 10 ^-- - t . w r^ 0 15 19.00 7" 15 - KY 24361 06/30/07 = p 0 N 2 0 20.60 17.20 5" 20 - t- " _ VA 311 08 /31/07 C re 13 N Special 15.40 14.10 - 25 18.30 18.30 p 5" 25 1 3.00 _ PC- o Engineering 1 2.20 11.40 4" 30 PA D58772-e 09/70/07 t .1 0 30 16.70 16.7 16.7 Required 10.80 10.30 16 45680 10/31/07 17 1 35 15.40 15.40 15.40 FOS must be 9.80 4" 35 - I ION 19405 10/31/07 V to c 40( 13.80 13.80 1 increased to 3.0 13.80 13.80 4" 40( (5) per AC04 (5) W co 34006 11/31/07 0 45 12.20 12.20 12.20 12.20 12.20 12.20 3" 45 50 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 3" 50 a CA 53107 12/31/07 55 CA _ 10.00 10.00 10.00 10.00 10.00 _ 10.00 _ 10.00 10.00 10.00 3" 55 W g 13165 12/31/07 .N i ` W ` 2 W N OR 16232PE 12/31/07 . U S U eon , 2/ „ ro7 Allowable Span Table and Uplift Fastener Spacing (1)(2)(3) � w o 8 z NE 11328 12/31/07 6.0 inch - 0.024" - 2.0pcf EPS - 0.024" ; $ 8 o z $ N Applied Uplift Wind Applied Downward Pressure for Design Applied Uplift u w EN 12/31/07 o Wind - o7o1n a. c Pressure for Design Basic Load Case Spacing of . * * * * CL Pressure for 0 0 0 0 o W AZ 30086 03/31/08 1; -I 1t) (psf) Patio Live Load (psf) Snow Load (psf) Fasteners � �, N Ui C rt. (s) 35 (s) 40 (5) 45 (5} 50 15) 55 ( 5) Design n o n 0 Ny 080138 03/31/06 d W 10 15 20 25 I 30 20 25 30 N JAN 0 6 2006 N ^ 0 • REVISED 01/02/06 m fp v 10 - 10" 10 ' ' J:r-- H w o 15 23.00 23.00 22.00 7" 15 ? Q PR(1f : `;'N', -' 19.60 ��� ` � • 0 N 20 5" 20 r a / c cc Frs. 25 21.00 21.00 21.00 S ecial 17.70 ..$ W • N P 16.20 4 .. 25 0 / 30 19.10 19.10 19.10 Engineering 19.10 15.10 0 i - �' - ` 1 ! t ca 0 s Required 14.20 13.40 4' 30 Q H C 1 35 17.60 17.60 17.60 17.60 17.60 12.70 12.10 c V t FOS must be 3" 35 o r / J c 40 16.50 16.50 16.5 inc to 3.d 16.50 16.50 3" 40 v �� f 'J' EGON 0 45 15. 15 15.50 per AC04 15.50 15.50 15.50 3" 45 F" / �`: � 7,,q � � � ,= � i(� vP cc; 50( 14.20 14.20 14.20 14.20 14.20 14.20 14.20 3" 50 � / All " • C' P 55(5) 12.90 12.90 12.90 12.90 12.90 12.90 12.90 12.90 12.90 3" 55 \ �•/ j� l 3IRATION DATE: MC 3l p/ J WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL , PROFESSIONAL ENGINEERING LICENCES 'n I . STEP IV - DETERMINE ALLOWABLE WIDTH TO PROJECTION RATIO z ^I o Es g r L_ r` w W m A. LOCATE APPROPRIATE TABLE FOR GOVERNING CODE. USE ASCE 7 -02 i N 3 Z5 FOR FBC. u ___! =1 w PE -679e 01/30/06 B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. ir5 10 9260 04/30/06 C. LOCATE APPROPRIATE ROW FOR WIND EXPOSURE. KS '5484 04/30/06 D. THE NUMBER AT THE INTERSECTION OF THE COLUMN AND ROW IS THE t o ,' w 10960 04/30/08 MINIMUM ALLOWABLE ROOF WIDTH TO ROOM PROJECTION RATIO. N., 4545200 24 04/3/06 EXAMPLE: EN GIVEN: IM 45542 -C 06 /x'/ 06 IBC, 0 MN 41532 06/30/06 z BASIC WIND SPEED = 90 MPH N 11T 14355 06/30/06 t.3 W EXPOSURE C Sc 23776 06/30/06 I _ SOLUTION: n MO 25455 07/24/06 0 _ MINIMUM WIDTH TO PROJECTION RATIO = 1.50 z 0 m IN 106313 07 /31/06 0 < THEREFORE, AN ENCLOSURE WITH A ROOM PROJECTION " -033384 06 07/31 OF 10 FEET SHALL HAVE A MINIMUM ROOF WIDTH OF 15 a FEET. = CC TX 94.362 1- J 09/30/06 K Lt 11/30/06 UBC Allowable Width to Projection Ratios U 4L 25873 -E 12/31/06 Exposure _ Basic Wind Speed (MPH) GA PE03015912/31/06 70 80 90 100 110 120 130 v o I 3 0 M B, C & D 1.00 1.50 1.50 1.50 1.75 2.00 2.25 a o 0 14953 12/31/06 ' 6 16508 12/31/06 IBC, IRC and ASCE 7-02 Allow. Width to Proj. Ratios ,, cf NC 29174 12/31/06 - (1) Q j Exposure Basic Wind Speed (MPH) NN 11138 12 85 90 100 110 120 130 140 m 5: -' m B 1.50 1.50 1.50 1.50 1.75 1.75 2.25 0 m a NV 8677 12/31/06 z z Y , C 1.50 1.50 1.50 1.75 2.00 2.00 2.25 a 0 a OH 0-64661 12/31/06 . Li Eii D 1.50 1.50 1.75 2.00 2.25 2.25 2.50 0 U C3 to 0 LIT 3085605 12/31/06 - - W 0_ I < Fl. 55015 02/28/07 STEP V - DETERMINE FASTENERS FOR ATTACHMENT RAIL J v WA 28747 04/02/07 A. LOCATE APPROPRIATE COLUMN FOR TYPE OF CONSTRUCTION = it KY 24361 06/30/07 MATERIAL USED FOR EXISTING STRUCTURE. , - [ VA 0402 08/31/07 B. LOCATE APPROPRIATE ROW FOR APPLIED ROOF LOAD. (..) . PE_ C. INTERSECTION OF APPROPRIATE ROW AND COLUMN INDICATES THE PA 056772- o09/30/07 FASTENER REQUIREMENTS FOR CONNECTING THE ATTACHMENT RAIL '',\ I U 45880 10/31/07 TO THE EXISTING STRUCTURE. • OK 19405 10/31/07 D. SPECIAL ENGINEERING REQUIRED FOR ATTACHMENT TO "SINGLE COAT" STUCCO SYSTEMS. CO 34039 11/31/07 CA 53107 12/31/07 FASTENERS FOR CONNECTING ATTACHMENT RAIL TO EXISTING STRUCTURE h w w NE 10495 12/31/07 Applied Stud Wall ° < i D OR 16232PE 12/31/07 Roof Load Concrete o o (ps0 Sp Cr = 0.042 or greater W WY 8977 12/31/07 w W 1 O V t NE 0 12/31/07 Less than Two 5/16' Diam Lag Screws @ 16' oc. or Equal to Two 3/8" Diam Hilti KB II CC = 0 @ 16' oc. - - - m MO X 12/31/07 25 2.5' min. embed into solid wood. 2 1/2" min embed. + t ° 1. W AZ 30366 03/31/08 Less than Two 3/8" Diam Hilti KB II JAN n o 0 0 0 or Equal to Two 5/16" Diam Lag Screws @ 12" oc. 1 i 11,1 /1 6 00 n NY 080178 03 / }1 / 08 2.5" min. embed into solid wood. @ 2" oc. V [ 6 V4.1.:.:: o W REti1sE0 01 /02/06 40 2 1/2" min embed. ea • m W 1 > °m ' ,3 2 r rJ .;g a r , e J. c P \ EXPIRATION DATE:OEC SI '(p WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL ENGINEERING UCENCES w - 'n cc o x i7, SIDE O.H. z o / R WIDTH / EXIST STRUCTURE _ / NOTE 5 R 12 MAX 0 C) ao a ROOF PROJECTION SIDE O.H. �- / ENCLOSURE WIDTH w a / N NON - BEARING j t w CO = l3 2' -0' MAX O.H. 12' MAX 8 1- WALL E3 2 (T YP OF 2) ( W W I(1i sIM X U, A H PE-6796 04/30/06 1E w • ROOF PANEL �^ 30-2 FILLER PANEL t B 12 / G 1 ) ROOF PANEL O PTIONAL FULL HEIGHT lli,, 0 9zeo 04/30/004 X0-2 - , (OPTIONAL Q a 15464 04/30/06 FILLER 1/2 -2 ° FILLER PANEL PANEL � I,' - -- o ° ° I ONE OF THE SHORT WALLS t ' ° z i NN tow 04/30/06 •r ( OPTIONAL, ( ._- _ -, 115 -_ - - _ - -4 z aN ° MAY BE ENCLOSED WITH N� o 3 ~ ; ° z4oEO z ; J I ° 0 I SOLID PANELS, LIMIT E� a z ' ° JE n 11 p 04/30/04 �+ n I 0 0 "1 •o v t 3 30 w 1 MULLION SPACING TO 48" SIM < z a 3 °° z H E30 i _i N w ■ 1 L� n p i g 3- a NA 45512 -C C/8/3". C/8/3". °° Y — 1 �z f i E30-2 8 IAN 41532 06/30/06 8 ^ p Y ? I WALL PANEL FULL HEIGHT SOLID ° j ` 21--8;-. ci U W ___' _ ma sc t une 0e /30/oe 06/30/06 ' FILLER PA L FIL LER � 2 (TYP 6F 2)'0 2 (TYP) w �' y N SUPORT ' FILLER W OR P DECK SLAB (OPTIONAL) PANEL STANDARD BEARING PANEL _�, _ _ _ w (OPTIONAL) MUWON SPACING (OPTIONAL) J I J \ / _ _ ~ ro 25455 07/24/06 SEE GENERAL NOTES L — — — — ' m EA co FAOR EA. Rt�QUIREO OPEN I STANDARD SEE GENERAL NOTES MUWON NON-BEARING AREA. (TYP) OPTIONAL DOOR FOR REQUIRED OPEN -' OPTIONAL o O I N 106313 °7/31/°6 R 7YP 0 3 BAY WINDOW OPTIONAL DOOR Z 0 d Iii 13164 07/woe END WALL ELEVATION FRONT WALL ELEVATION o >x 94362 0 TYPICAL SHED STYLE ENCLOSURE m TYP PLAN ; Z 6 11/30/06 / ROOF PROJECTION , EXIST STRUCTURE 3/16" 1 -O 5 p 3/16 = 1' -0' u C4/ L N. 25673 -E 12/31/06 12' MAX / / NOTE 5 NOTE 5 i / 2' -0" MAX GA Pm O.H. 8 ^ SIM O.H. e 'E30- M RIDGE BEAM SUPPORT w 14953 12/31/06 I' ROOF PANEL I OPTIONAL NOTE 2 30 ® ' FILLER PANE ' I z v E3 ROOF PANEL 11- °< o ° p YS 16500 12/31/06 FI I FR j 1 /2 -2r _ �- � �' �__ cc NC 29174 12/31/06 (OPTIONAL)) - 6 ° �J i i �1 . i _I.I I_ — ..� NO TES: a z ii mill:- w 11176 12/71/06 n moo\ 1 j Z n Ft ,,N E30 'RP � '' E AM p n o i n 1. SEE LRP DRAWINGS FOR ROOF PLANS. m m in Y ° 1 z ex, ° k' 2 . GABLE STYLE ENCLOSURES SHALL HAVE A RIDGE BEAM w r w IN 11677 12/31/06 z? Ln r a I N W 0 E30 -2 N O CO 01 E -64661 12/31/06 8 w Y Z SUPPORT DESIGNED BY OTHER. cp 3 0 J t;.i ■ UT 3065605 12/31/06 .N____ ® 1 : Al _ _ MIN i _ m umps 8 3. TRANSOM/KNEE MAY BE EITHER "OPEN', APPROVED C1 CI 0 VI 0 ' `FI FILLER I I GLASS OR APPROVED LAMINATED SANDWICH PANEL. 5501 o2 / FL m /047 SUPPORT SLAB STANDARD BE ' ( EL 4. FOR SL -0, MIN ROOF SLOPE MAY BE 3/8:12. ,-,./ ` OR DECK PANEL PANEL WA 26704 04/07 MUWON SPACING (OPTIONAL) OPTIONAL STANDARD NON - BEARING ® SEE GENERAL NOTES — (OPTIONAL) KY 24361 06/30/02 FOR REQUIRED OPEN OPTIONAL DOOR X �MULLKNr SPACING SEE GENERAL NOTES 5. 3' -2' MIN DISTANCE FROM INSIDE FACE OF ENCLOSURE AREA, ( FOR REQUIRED OPEN WALL TO FIRST ROOF PANEL SEAM. H _ ' VA 041 6 /S 0 1536 01 END WALL ELEVAT I ❑N FR ❑NT WALL ELEVATION �� (TYP) 6. OPEN AREA REQUIREMENTS SHALL BE MET REGARDLESS OF DOOR OPTIONS SHOWN ON PLAN, PA 356772_E 06/30/07 '..� F ,sew ,o / „ /a, TYPICAL GABLE STYLE ENCLOSURE jj OK twos 10/31/07 e 3/16' = 1 -0” N CO 74009 11/71/07 0 CA 53107 12/31/07 LIE 10415 12/71/07 4 7 '' m V OR 16232PE 12/31/07 la N z Z V M7 9977 12/31/07 E $ C - o NE E -11326 12/31/07 1/07 - - - 121 EN m 030176 12/3 W AZ 70066 03/31/06 N NY 00138 03/31/06 ° o JAN 0 Z006 C , N _ ° NEMSED 01/02/06 - � U O • z 1 % ' • A a 2 t 2 ..:1 0 ° 4 ,4 • REGON -3 � F ' T 19(1 � 4 Ole J. C NyP ) r.„, RATION DATE: a ai TO WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL WET SIGNED WITH BLUE INK PROFESSIONAL iti . ENGINEERING LICENCES ROOF ROOF PANEL ROOF ATTACHMENT w o a z N o ATTACHMENT�`` '16M....f•. ' ;_ o 3 o w °' a ROOF PANEL p h J FACIA 1? - -; . : • 1{ 7c.• i ' % w rn 3 w G is 1{ OWZ� .Y `> ; 4 v1 0o N W N, • M 04/30/06 t � .. �, ' } W E ` '' , . . b 9260 04 /J0 /Og GUTTER F ' 9 y ; . ., A ^_ ..t�� a , �n K o w �' - > SVID ? s''''' ''` l 2 -M9 SINS 0 3 Z°— I lga KS 15464 04/30/06 { / l ~ - WI__ EA MULLION, . I T� , EA FACE TdcB Z ce cr a . . ° NN 10960 04/30/06 HEADER SHALL 0 w SPACE 0 24" n Z o w 2ax0 2 -18 SMS 0 EA MULLION, 0 OVERHANG BETWEEN MULLIONS ? NJ 4515200 04 EA FACE T&B SPACE 0 24" BEAR FIRMLY O N 12 MAX (1W) L' E STUD SECTION 0 • Ell TM 45542-C 66/30/0 BETWEEN MUWONS (TYP) PRIOR T O N W ` INSTALLATION OF a o NON - BEARING WAL NN 41532 00/30/06 ® WINDOW FASTENERS "' Z CO HEADER SECTION ,•• a YT 14355 06/30/06 '! 3" - 1' -D" W W Sc 23776 06/30/06 ® WINDOW w = F 00 25455 07/24/06 SILL Z _ = la Cl) Q CI 7N 106313 07/31/06 d Z „, MUWON SHALL BEAR FIRMLY ON i o $ el 33364 01 BOTTOM TRACK PRIOR TO 3 3 W -we INSTALLATION OF FASTENERS _ = U 362 09 SCREW SIZE AND SPACING TO + U W n 94 eta9 _ — i ' Z N a. MATCH HEADER 6232 11/]9/06 W r'3 M 25673 -E 12/31/06 CUD ••••••• 3 c, CD GA PE0301591 1 LOCATE SPLICES 08" MIN FROM N Z c 1/4'0 LAG BOLT O 24" OC / W VERTICAL MUONS • NC x 2" INTO SOLID WOOD OR v I z a N 14953 12/31/06 n 1 /4'x2" ADHESIVE ANCHORS I- 0 < 0 0 EXPANSION ANCHOR, MS 16506 12/]1/06 1 ANCHOR 2" EACH SIDE CL ....:•:•:•:•:•:. ' ' ‘.1 ? 0'02 INTO BRICK OR CONCRETE N r OF MUWON, (NOTE 1) •� i W= j Q Q NC 29174 12/31/06 . . N N /I Z ENCLOSURE SUPPORT SEE ° ' • z Q w itt3e 12/31/96 DETAIL D/E30 -3 FOR FOOTING - ' n w; FLUSH W/ K./ 9677 12/31/06 �k�-�:�. `F o .. STRUCTURAL WALL m Q 12/31/06 J ...2 C] OH E -64661 12/31/06 SEE E /E30 -3 FOR ALTERNATE I W W o 18 OT TOM AND TOP, D S2 3 $ a H FOOTING DETAIL 4 1/2" NOTE: x HEIGHT w x v a UT 3035605 12/31/06 ® MIN 1. SPECIAL INSPECTION OR U V) o FL 55015 02/26/07 3 3/4" EMBEDMENT 8 _ 1 REQUIRED FOR INSTALLATION X.I X ,•„/ r WA 26747 04/02/07 THAT REQUIRE A FOOTING. KY 24361 96/30/07 CONNECTION AT • BEARING WALL EXISTING STRUCTURE I VA 0 33 00/31/07 SECTION �_ DETAIL A PA 356772 -E 09/30/07 NTS 4 HALF 30- - I II 45660 10/31/07 Imw OK 19406 10/31/07 P co 34009 11/31/07 a CA S3107 12p1 /07 � N TIE 10445 12/31/07 Lj W OR 16232PE 12/31/07 v V FILLER PANEL * 8 WY 6977 12/31/07 18 SMS 0 TOP AND OPTIONAL w BOTTOM AND MID ( ) g re c„ - v NE E -11320 12/31/07 4006 CM. CEMD giVRP HEIGHT (TYP ES) �/ •� U 110 o3ot7e 12/31/o7 ® ( 4006 >- 4006 ®i N N AZ 70066 03 /31/06 - r •�,.,�• - - - H o a S ° re SMS o JAN 0 6 200C fi NY 060136 03/31/00 24" OC '. ' ::i$ ::!i� :: :•ii <' ::v� v '° .. ti N ° .. • RDA= 01/02/06 I ' •:•:'• ::::::~:;;ti:; :• : :••.;: • .d . x� •:• FULL HEIGHT i �,:�•. . °::::::::i:::::•:�: %�'r: CORNER C C 3 ��� . , of • I y : : •• .:.**:•::: 1 i. W S U , . - - - - - E ck, 4 4, f .13\?-, _.' p8 SMS 0 18 SMS 0 18 SMS 0 18 SUS 0 FILLER PANEL o i r 24" OC (TYP ES) 24" CC 24" OC (TYP ES) 24" OC (TYP ES) (OPTIONAL) Q E a I Iv / i' EGON TYPE I TYPE I I TYPE III TYPE IV TYPE V CORNER C.3 /� 1 ' • '. 1. l9 91 R te . DETAIL DETAIL B J IXPIRATION DATE: OEC HALF 30- HALF V WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL - LO ENGINEERING LICENCES z CO I o 3 O o ENCLOSURE WALL L co w SC SST W SCREW Cl S N N SCR EW EA HI PE -else 04/30/06 MULLION )- F is 9280 04/30/06 MIN. 3/8' PLWD. 11g6 to = ul KS 15464 04/30/06 `�_ ,�� O w 2 M1 10980 04 /30/06 •�► - w 4546 04/30/06 'M. EXST APPROVED DECK #3018 EW 0 ENCLOSURE WALL CL OF SLAB (BY OTHERS) NA EN 06/30/06 3 1 2 CONCRETE SLAB NOTES: c� 45542-C I z NOTES: M M" 41532 08 i 1 . SEE 1/E30 -2 FOR SLAB " 1. THIS DETAIL IS TO BE USED FOR WIND UPLIFT Z W — IN GRADE REQUIREMENT. NEW DF 2x BLKG PRESSURE < 20 psf. } MT 14355 06/30/06 0 8 (2x6 MIN) USE z O uj CI) ` i 2. SPECIAL ENGINEERING PT DF WHERE 2. THE EXISTING DECK SHALL HAVE A PERMIT FOR "I L SC 23776 06 co p FROST LINE DEFINED BY z REQ'D BY CODE R EQUIRED WHERE FOOTING CONSTRUCTION ON FILE W/ THE LOCAL JURISDICTION. LOCAL JURISDICTION o i ACTS AS A RETAINING WALL V1 = — NO 25455 07/24/0e r o w 3. THE EXISTING DECK SHALL BE QUALIFIED FOR ALL 0 0 H 25455 #3012 OC #3012 OC HOOK w w ADDRIONAL LOADS BY AN ENGINEER LICENSED TO Z J L1J 7N 106311 07/31/06 ALT HOOK 0 CORNERS 8 0 ; O.C. MAX EXST JOIS A T 24' PRACTICE IN THE LOCAL JURISDICTION. — Z O N1 33364 07/31/06 D w 3-#3 CONT HOOK SIMPSON LU26 0 DF SIMPSON HUS26Z 0 4. FOR UBC ENCLOSURES ATTACHED TO DECKS, THE = 2 TX 94362 0I /30 /06 0 CORNERS ® PT DF MAXIMUM HEIGHT OF THE ROOM SHALL BE 12' -0' ~ Z IL 11 1' -4' MIN MEASURED FROM THE GROUND TO THE MEAN ROOF HT. V ch 6100 /30/06 6232 Al 2sm3 E 12/31/06 5. FOR IBC, IRC & FBC ENCLOSURES ATTACHED TO DECKS, THE MAXIMUM HEIGHT OF THE ROOM SHALL BE 15' -0" MEASURED FROM THE GROUND TO THE MEAN GA PE030159 12131/06 DECK ATTACHMENT ROOF HT. M 14953 /2/31/06 -' 0 I 0 12/31/06 DETAIL e e DETAIL 4 © Q ° 0 N MS 16906 1 1' -1' -D 3' -1' -0' a NC 29174 12/31/06 z a NM 11136 12/31/06 m m r NY 6677 12/31/06 W CO w Z Z Y 41 w g U Q UT 30 01 E- 64661 12/31/06 0 0 w < 0 85605 12/31/06 FL 55015 02/26/07 k J r . WA 28747 04/02/07 I - KY 24361 06/30/07 I VA 041536 06/31/07 - 2 PA 758772 -E 09/76/07 Y 45680 10/31/07 OK 18406 10/31/07 CO 34009 11/31/07 0. 0 CA 53107 12/31/07 N In In ME 10495 12/31/07 lI 3 3 g W 4 2 2 3 0 OR 16232PE 12/31/07 o u 33 0 H , WY 8977 12/31/07 8 Z E 7 t O N K K U - U NE E -11328 12/31/07 f 1q 030 12/31/07 W \ \ AZ 30066 03/31/06 N _ 0 \ 0 0 ' NY 060138 03/31/06 y � •_ r ,, , . 0 Zi ii, JAN 0�6i RENSED 01/02/06 o e 4. Q U 1i U -,,' z I � 7 ';,' I z ;" a W ,� T .. . o i ' . I, / � •' EGON . .�. a Q C� • F , • T 3 4 r■ � EXPIRATION DATE: cli Si WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL to - ENC1NEERINO LICENCES • STEP I - DEFINE DESIGN PARAMETERS STEP II - DETERMINE "APPLIED" LOADS STEP III - DETERMINE TRIBUTARY WIDTH TO SUPPORTING WALL z I o' a W • i W A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS A. ROOF LOADS - (VERTICAL LOADS): A. LOCATE APPROPRIATE ROW FOR ENCLOSURE PROJECTION. w W HI PE 8798 04/30/06 B. DEFINE GOVERNING DESIGN CODE - SELECT ONE 1. FOR ENCLOSURES WITH LRP ROOF COVERS, USE "APPLIED" B. LOCATE APPROPRIATE COLUMN FOR ROOF OVERHANG. ' 1. UNIFORM BUILDING CODE (UBC) ROOF LOADS DETERMINED WITHIN STEP II OF THE LRP C. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN ' < W 0 9280 04/30/06 DRAWINGS. CELL IS THE TRIBUTARY WIDTH TO THE WALL SUPPORT. _ 2. INTERNATIONAL BUILDING CODE (IBC) (INTERPOLATION IS ALLOWED) _ ! 8s 15484 04 B. WALL LOADS - (HORIZONTAL LOADS): h, g 3. INTERNATIONAL RESIDENTIAL CODE (IRC) NN 10960 04/30/06 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. - w 24GEOo 04/ 4. FLORIDA BUILDING CODE (FBC) USE ASCE 7 -02 FOR FBC. (SEE TABLES BELOW) EXISTING E ENCLOSURE ROOF 5. OTHER PROJECTION 1 /./ OVERHANG EN 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. PANEL SPAN MA 45542 -C 0 e / / ( ) C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE 3. LOCATE APPROPRIATE ROW FOR WIND EXPOSURE AND � ° w UN 41532 06/30/06 COMPONENT. - z U) GOVERNING UT 14355 06/30/06 BASIC WIND SPEED (MPH) > JURISDICTION 4. INTERSECTION OF APPROPRIATE COLUMN AND ROW INDICATES SUPPORTING La uj Sc 2.3776 06/70/06 IBC, IRC & THE APPLIED HORIZONTAL WIND PRESSURE FOR DESIGN OF THE WALL N 85 90 100 110 120 130 140 150 WALL SYS cn 140 25455 07/24/06 FBC cn W c O in 7N 106313 07/71/06 UBC 70 75 80 90 100 110 120 130 a. WIND PRESSURE VALUES ARE FOR COMPONENTS AND ATTACHED Z Q CLADDING. - z z 5 30 07/31/06 1. IBC, IRC & FBC WIND SPEEDS ARE FOR 3 -SEC GUST SPEED b. DUE TO THE NON - HABITABLE NATURE OF A PATIO w w Tx 94362 09 ENCLOSURE, THE IMPORTANCE FACTORS USED FOR THE Tributary pp Tributa Width to Supporting Wall - 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED 8 I z at 62oo 1 1/w/o6 DEVELOPMENT OF WIND PRESSURES ARE 0.87 AND 0.77 Panel Span Roof Overhang (ft.) c r2 72 D . DEFINE "BASIC" DESIGN an ROOF LOAD AS ALLOWED IN CODE. p 0 1 2 I. k 25873 -E 12/31/06 1. ROOF LIVE LOAD - SELECT ONE 5. ENTER DESIGN PRESSURES BELOW: 8 ft 4.0 5.1 6.3 GA P€03015912/31/06 a. 10 PSF a. ROOF LIVE LOAD (LL) 10 ft 5.0 6.1 7.2 12 ft 6.0 7.0 8.2 U m 1 2E v N 14953 12 b. 20 PSF b. ROOF SNOW LOAD (SL) 14 ft 7.0 8.0 9.1 1- < vs 16508 12/31/06 2. ROOF SNOW LOAD - SELECT ONE c. ROOF WIND LOAD - UP (WLup) 16 ft 8.0 9.0 10.1 vl m cc NO 29174 12/31/06 a. 0 PSF 18 ft 9.0 10.0 11.1 a d. ROOF WIND LOAD - DOWN (WLfloWN) 20 ft 10.0 11.0 12.1 z Nr 11138 12/31/06 b. 10 PSF e. WALL WIND LOAD 22 ft 11.0 12.0 13.1 m m IN 8677 12/71/06 c. 20 PSF 23 ft 11.5 12.5 13.6 ° m o ON 0 -64661 12/31/06 d. 30 PSF 2 3 ( J 41 U7 3085605 12/31/06 e. 40 PSF UBC Wind Loads ° 0 `• � 0 ( 71 55015 02/28/07 f. 50 PSF Exposure Component Direction of Basic Wind Speed (MPH) Load 70 80 90 100 110 120 130 WA 28747 04/02/07 g. 55 PSF B, C or D Wall System In or Out 10 13 _ 15 19 _ 23 27 32 - KY 24361 06/30/07 E. DEFINE EXPOSURE CATEGORY - SELECT ONE M _ I 802 1. EXPOSURE B ® i i a VA T "1 L) z A PE- 2. EXPOSURE C PN 756772-809/30/07 Exposure Component Direction of Basic Wind Speed (MPH) 1 , w 45880 10/71/07 3. EXPOSURE D Load 85 90 100 110 120 130 140 150 NOTE, NOT REQUIRED FOR UBC JURISDICTIONS B Wall System In or Out 14 16 19 21 24 29 33 38 - OK 19489 10/31/07 C Wall System In or Out 17 19 23 25 30 35 40 46 w co 34009 11/31/07 D Wall System _ In or Out 20 _ 23 28 30 36 _ 42 49 56 0 CA % 10 12/31/07 U N N 118 10495 12/31/07 1 w 4 1 w OR 16232PE 12/31/07 ( o O m a U N Z D WY 8977 12/31/07 8 w 1 D o n 2 0 <V U 0 - U NE E -11326 12/31/07 ■ 12 12 0 w0 EN 03017E 12/31/07 m w A2 30066 03/31/08 JAN fl 6 2006 . NY 080138 03/31/08 ' j '�' - REVISED 01 /02/06 � � 4....z i .1` , r o Zi • y ,C.,. • T? of = a V 74 o •‹. • y Q 1 m ,.'" . • r2EGO N I- ( I� ` iti • I 1 ,,1 's e J. CN,a EX PIRATION DATE: a 41 Iv WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PROFESSIONAL ENGINEERING ucENCES STEP IV - DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL STEP V - DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL • HEADER MULLION w i N LS A. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. A. LOCATE APPROPRIATE TABLE FOR APPROPRIATE MULLION TYPE USED. " -6796 04/30/06 B. LOCATE APPROPRIATE ROW FOR MULLION TYPE, APPLIED LOAD (SEE TABLES BELOW) o 92ap 04/30/06 DIRECTION AND MULLION SPACING. B. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. T%i 54 KS 15484 04/30/06 C. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS C. LOCATE APPROPRIATE ROW FOR APPLIED LOAD, MULLION HEIGHT AND Z THE MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE MULLION SPACING. a NN 109410 04/10/06 SUPPORTED BY THE HEADER. D. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS THE NJ 2 4s4 'OE SZO O O 04 D. REPEAT PROCESS FOR BOTH DOWNWARD AND UPWARD APPLIED MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORTED BY • NA 4s 06/30/06 LOADS. THE ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORT THE WALL MULLION. BY THE WALL HEADER IS THE MINIMUM OF THE TRIBUTARY WIDTHS MN 41532 06/30/06 FOR DOWNWARD AND UPWARD LOADS. TRIBUTARY WIDTH. - cn E. CONFIRM TRIBUTARY WIDTH IN STEP III DOES NOT EXCEED ALLOWABLE c w MT 14355 06 E. CONFIRM TRIBUTARY WIDTH IN STEP III DOES NOT EXCEED vi' co SC 2371e 06/30/06 ALLOWABLE TRIBUTARY WIDTH. W w -_ C/) YO 25455 07/24/06 CO Z O Q lil TN 106313 07/31/06 + r. V 61 33364 07/31/06 Allowable Tributary Width to Header ® Allowable Tributary Width to Bearing Wall Type I • FA4006 + FA4007 e Allowable Tributary Width to Bearing Wall Type II - FA4004 + FA4005 e, ,? w 1 94362 a /3o /oa Applied Roof Load (psf) H orizontal lied Downward Roof Load x Rafter Direction Mullion Mullion Applied (psf) Horizontal Applied Downward Roof Load (psf) 0 Header Wind Wind Mullion Mullion I Z Pressure 0 10 15 20 25 30 40 50 60 Pre Height Spacing L 6232 11/30/06 Type Spacing of Applied 10 15 20 25 30 40 50 60 Height Spacing 0 10 15 20 25 30 40 50 60 U c 7; AL 25873-E 12/31/06 (in) Load 7.0 60 15.0 15.0 15.0 15.0 15.0 14.9 11.2 9.0 7.5 7.0 48 15.0 15.0 15.0 13.2 10.6 8.8 6.6 5.3 4.4 �0J01S91, 24 Down 11.2 10.2 9.5 8.7 7.5 5.8 4.8 4.0 7.5 60 15.0 15.0 15.0 15.0 14.4 12.0 9.1 7.3 6.1 7.5 42 15.0 15.0 15.0 14.0 11.2 9.4 7.0 5.7 4.7 IA 14653 , Upward 11.2 10.2 9.5 8.9 8.5 7.5 6.8 5.8 10 8.0 60 15.0 15.0 15.0 13.8 11.1 9.3 7.0 5.6 4 8.0 42 15.0 15.0 13.5 10.1 8.1 6.8 5.1 4.1 3.4 c F, I z < 2/31 /Oa v, Down 8.7 6.5 5.2 4.4 . 7 R t ?,1 1 - 9.0 48 15.0 15.0 15.0 13.4 10.8 9.0 6.8 5.4 4.5 10 9.0 36 15.0 15.0 11.0 8.3 6.7 5.6 4.2 3.4 2.8 ' < 0 0 el 42 - 4 MS 16508 tz/31/06 ., Upward 9.5 8.6 7.7 - 7.1 it 10.0 42 15.0 15.0 14.7 11.1 8.9 7.4 5.6 4.5 3.7 10.0 36 15.0 4.3 2.9 2.2 _ 1.7 1.5 1.1 0.9 0.8 c } NC 29174 1 2/3 1 /0 6 LRP Down 11.6 8.2 6.3 5.2 4.4 3.3 2.7 2.2 12.0 60 12.0 36 cn Upward 15.0 13.7 10.1 8.0 6.6 4.9 3.9 3.2 7.0 60 15.0 15.0 15.0 13.4 13.4 10.7 9.0 6.7 5.4 7.0 36 15.0 15.0 15.0 13.9 13.9 11.2 9.3 7.0 5.6 MN 11136 12/31/06 60 15.0 15.0 12.3 9.2 9.2 7.4 6.2 4.7 3.7 7.5 36 15.0 15.0 11.8 8.9 _ 8.9 7.1 5.9 4.5 _ 3.6 r m m 8.0 48 15.0 15.0 15.0 12.8 12.8 10.3 8.6 6.5 5.2 8.0 36 15.0 8.6 5.8 4.4 4.4 3.5 2.9 2.2 1.8 NV 41677 12/31/06 15 9.0 36 15.0 15.0 15.0 14.9 14.9 11.9 10.0 7.5 6.0 15 ° m ° 9.0 36 W ON E 64661 12/31/06 z • Y tv 10.0 60 10.0 36 U _, 3 w UT 12.0 60 12.0 36 U U 0 ti 30e5605 tz /06 7.0 60 15.0 ■ 11.7 7.9 5.9 5.9 4.8 4.0 3.0 2.4 7.0 36 15.0 8.3 5.6 4.2 4.2 3.4 2.8 2.1 1.7 FL 55015 02/26/07 7.5 48 15.0 15.0 12.7 9.6 9.6 7.7 6.4 4.8 3.9 7.5 36 .J 8.0 42 15.0 15.0 13.2 10.0 10.0 8.0 6.7 5.0 4.0 8.0 36 . . t, 20 M 28747 04/02/07 20 9.0 60 9.0 36 _ - 2 KY 24.361 06/30/07 10.0 60 10.0 36 I ._.. - I • 12.0 60 12.0 36 _ - VA 0 06/31/07 7.0 48 15.0 14.7 9.8 7.4 5.9 5.0 3.7 3.0 2.5 3 % 356m - 09 7.5 36 15.0 15.0 15.0 15.0 12.3 10.3 7.7 6.2 5.2 8.0 60 2 5 456410 10/31/07 9.0 60 OK 19405 10/31/07 10.0 60 in CO 34009 11/31/07 12.0 60 0 7.0 42 15.0 12.8 8.6 6.5 6.5 5.2 4.3 3.3 2.6 d CA 10 12/31/07 7.5 60 D 14E 10495 12/31/07 30 8.0 60 g w 9.0 60 e i ? OR 16232PE 12/31/07 10.0 60 u N i w 0 12/31/07 12.0 60 * ? L A ' 7.0 36 15.0 15.0 10.0 7.5 7.5 6.0 5.1 3.8 3.1 g i 8 NE E - 11328 12/31/07 7.5 60 f=t YO 030176 12/31/07 35 8.0 60 i- i- - is 9.0 60 AZ 30066 03/N/06 0 0 60 . � � a JANOb , -0s NY 090138 03/37/06 12.0 60 N 0 RENSE0 01/02 /041 7.0 60 . , r° `. a 7.5 60 i _ 40 8.0 60 48 t � F R O � F` 10.0 60 13 w ` ° a s 12.0 60 4,,,,,..t. 1 / • p 4/ - - . � Q ivi___ R z a ea !Fp ' oREGCN d, F \° EX'IRATION DATE: at u w 1 WET DOCUMENT HAS WET SIGNED WITH BLUE INK E BOSSED AT SEAL I PROFESS1134441 di _ MIMIRNG LICENCES '' ^^ r Z o W i a I w O n t z LS r � r (T) w tt tt HI PE -6790 04/30/06 Allowable Tributary Width to Bearing Wall Type Ill - FA4348 ® Allowable Tributary Width to Bearing Wall Type IV - FA4348 + FA4006 ® Allowable Tributary Width to Bearing Wall Type V - SV4593 + FA4007 8 Horizontal Applied 5 n 9200 04/30/06 Mullion Mullion APP Downward Roof Load (psf) Horizontal Applied Downward Roof Load (psi) Horizontal Applied Downward Roof Load (psf) _ Wind Mullion Mullion Mullion Mullion z Height Spacing Wind ei v, KS 15484 04/30/06 Pressure 9 P 9 0 10 15 20 25 30 40 50 60 Pressure Height Spacing 0 10 15 20 25 30 40 50 60 Pressure Height Spacing 0 10 15 20 25 30 40 50 60 14 hg g 0 - NH 10983 04/30/06 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.2 11.9 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 _ 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 NJ 24GEO 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 14.1 11.3 9.4 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 0 _ 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 4 /30/06 10 8.0 60 15.0 15.0 15.0 15.0 15.0 14.8 11.1 8.9 7.5 10 8.0 60 15.0 15.0 15,0 15.0 15.0 15.0 15.0 15.0 15.0 10 - 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 MA 45542 06/30/06 9.0 48 15.0 15.0 15.0 15.0 15.0 14.5 10.9 8.7 7. 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.8 9. 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.6 11.4 • 10.0 48 15.0 15.0 15.0 14.0 11.3 9.4 7.1 5.7 4.7 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 14.4 11.5 9.6 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 11.7 9.4 7.8 U W 11N 41532 06/30/06 12.0 12.0 48 15.0 15.0 15.0 15.0 15.0 14.6 11.0 8.8 7.4 12.0 48 15.0 15.0 15.0 15.0 14.0 11.7 8.8 7.1 5.9 - Irt 14355 06/33/06 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.7 10.2 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 U j SC 23776 06/30/06 60 15.0 15.0 15.0 15.0 15.0 14.9 12.4 9.3 7.5 7.5 60 15.0 15 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 W W = _ 15 8.0 60 15.0 15.0 15.0 13.3 13.3 10.7 8.9 6.7 5.4 15 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15 5 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 I D Cl) NO 25455 07/24/06 9.0 42 15.0 15.0 15.0 15.0 15.0 14.6 12.2 9.2 7.3 9.0 60 15.0 15.0_ 15.0 15.0 15.0 _ 15.0 15.0 14.8 11.8 _ 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 11.7 9.4 o 1/1 CO LU O m IN 100313 07/31/06 10.0 60 10.0 48 15.0 15.0 15.0 15.0 _15.0 15.0 15.0 15.0 12.2 10.0 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 9.7 Z U < 12.0 60 12.0 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.9 10.3 12.0 36 Z /- 36 0 07/31/06 7.0 60 15.0 15.0 15.0 15.0 15.0 13.4 11.2 8.4 6.7 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 c _ TX 91362 /� /� 7.5 48 15.0 15.0 15.0 15.0 15.0 15.0 14.1 10.6 8.5 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 U 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.5 1- 0 8.0 42 15.0 15.0 15.0 15.0 15.0 15.0 14.3 10.7 8.6 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.1 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.9 11.1 I Z 20 8119 20 6232 11/30/06 9.0 60 9,0 60 15.0 15.0 15.0 15.0 15.0 15.0 13.1 9.8 7.9 20 9.0 60 15.0 15.0 15.0 14.5 14.5 11.6 9.7 7.3 5.8 C" AL 25873 12/31 /06 10.0 60 10.0 48 15.0 15.0 15.0 15.0 15.0 15.0 13.5 10.2 8.2 10.0 42 15.0 15.0 15.0 15.0 15.0 15.0 14.8 11.1 8.9 12.0 60 12.0 60 12.0 60 GA PE03015912/31/06 7.0 48 15.0 15.0 15.0 15.0 15.0 14,0 10.5 8.4 7.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.2 11.8 U M I Z d 16 14953 12/31/06 7.5 42 15.0 15,0 15,0 15,0 15,0 13.8 10.4 8,3 6.9 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.0 11.7 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 13.4 10.8 9.0 -2 ° a 0 0 8.0 36 15.0 15.0 15.0 15.0 15,0 14.8 11.1 8.9 7.4 25 8.0 60 15.0 15,0 15.0 15.0 15.0 15.0 12.7 10.2 8.5 25 8.0 60 15.0 15.0 15.0 15.0 15.0 12.6 9.5 7.6 6.3 = 9.0 60 9.0 48 15.0 15.0 15.0 15,0 15.0 15.0 12.3 9.8 8.2 9.0 48 15.0 15.0 15.0 15.0 14.5 12.1 9.1 7.3 6.1 N w NS 16508 1 2/31/06 2 5 N NC 29174 12/31/06 10.0 60 10.0 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 10.1 10.0 60 a z 12.0 60 12.0 60 12.0 60 -¢, NY 11136 12/31/06 } 7.0 42 15.0 15.0 15.0 15.0 15.0 15.0 14.5 10.9 8.7 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.2 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.4 10.8 w g NV 6677 12/31/06 7.5 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 11.4 9.2 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15,0 12.8 10.3 7.5 60 15.0 15.0 15.0 15.0 15.0 14.8 12.3 9.3 7.4 w m a 0H E - 64681 12/31/06 30 8.0 60 8.0 60 15.0 15.0 15.0 15.0 15.0 13.2 11.0 8.3 6.6 8.0 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.9 10.3 z Z Y w 30 U ill 9.0 60 9.0 42 15.0 15.0 15,0 15.0 15.0 15.0 15,0 12,7 10.2 9.0 36 15.0 15,0 15,0 15.0 15.0 15.0 15.0 15.0 12.0 w g = v Q In 3085605 12/31/06 10.0 60 10.0 60 10.0 60 0 0 N ° 12.0 60 12.0 60 12.0 60 --' - FL 55015 02/26/07 7.0 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.7 10.1 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.4 10.7 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 12.7 9.6 7.7 WA 28747 04/02/o7 7.5 60. 7.5 60 15.0 15.0 15.0 15.0 15.0 13.6 11.3 8.5 6.8 7.5 _ 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.6 10.9 - • 8.0 60 8.0 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.5 10.0 35 8.0 48 15.0 15.0 15.0 15.0 15.0 14.0 11.6 8.8 7.0 9.0 60 9.0 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.8 11.9 9.0 60 ~ 1 `A 04 10101536 06/31/07 10.0 60 10.0 60 10.0 60 J PA PE 06/07 12.0 60 12.0 60 _ 12.0 60 156772 - 7.0 60 7.0 60 15.0 15.0 15.0 15.0 15.0 14.9 12.4 9.3 7.5 7.0 60 15.0 15.0 15.0 11.8 11.8 9.5 7.9 6.0 4.8 I II 45080 10 /31/07 7.5 60 7.5 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.8 11.1 7.5 48 15.0 15.0 15.0 15.0 15.0 15.0 12.8 9.6 7.7 C4( 19495 10/31/97 40 8.0 60 40 8.0 48 15.0 15.0 15.0 15.0 15.0 13.1 10.9 8.2 6.6 40 8.0 42 15.0 15.0 15.0 15.0 15.0 15.0 13.3 10.0 8.0 VINO 9.0 60 9.0 60 9.0 60 CO 34009 11/31/07 10.0 60 10.0 60 10.0 60 e CA 53107 12/31/07 _ 12.0 60 _ - - _ 12.0 _ _ 12.0 60 11E 10495 12/31/07 OR 16232PE 12/31/07 v ▪ O WY 6977 12/31/07 r t W t 1 NE E -11326 12/31/07 N V ? V o > o )- 0] NO 030170 12/31/07 I-- 1- W AZ 30066 03/31/06 \ \ \ r4 44 ▪ 0 0 0 NY 080136 03/31/06 k L� n N c f i REVISED 01/02/06 • fr ,,,, ..,.. z so p / REcoN F- � *0 . I 1 ��' ( U r a PIRATION DATE: 0/ WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL , PROFESSIONAL ENGINEERING LICENCES I` • z o STEP VI — DETERMINE FOOTING REQUIREMENTS O a A. DETERMINE THE APPLIED WIND LOAD Footing Requirements L CO LS 8 M PE -6796 04/30/06 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE Mullion Trib Width Applied Gravity and Uplift Load to Roof (psf) IlL)'-<, • ASCE 7 FOR FBC. to Wall 0 9260 04/30/06 Spacing (in) (feet) 10 15 20 25 30 35 40 45 50 55 60 6s Is+64 04/30/06 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. W g 0 ����������� o r1/ • NN 109 04 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE. 5 ________— _. w 240E0 04/30/06 6 _______` :.1P 4343209 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW 7 ______..�_:t�.�' fif • & 4s c 06 AND COLUMN IS THE APPLIED WIND LOAD TO THE ROOF (MWFRS). 36 8 _____+�° g U W W 41572 06/70/06 9 ____ # . t oo/} , _12M: z co 10 LAIC Licia J2Q1 >-- . 14355 00 UBC Wind Loads 11 ___ 3; : vi u) sc 23776 06/30 Wind / Direction of Basic W S eed MPH ri cc — Exposure Component p (MPH) 12 ___ I m co 60 25455 07/24/06 Load 70 80 90 100 110 120 130 0 _ __________ cn w 771 106313 07/71/06 B, C or D Roof System Upward� 10 13 15 19 . 23 27 32 5 _______'..._04?. �$7 1t Z , Q Downward 0 0 0 0 0 0 0 6 ______:°�$ 10 1155 1 z ry i�e� } D w ■I 07/31/06 7 _____r L� . .g & _1_3441, = _ ,x 94762 �/� IBC, IRC and ASCE 7 -02 Wind Loads 42 8 i c> 8103 „p Exposure Component Direction of Basic Wind Speed (MPH)(3) (4) 9 ___ 11Q2ftii C., 85 90 100 110 120 130 140 150 10 i17.,.L.t I,: 140s AL 25673 -E 12/31/06 Upward 14 16 20 21 25 29 34 39 11 t , B Roof System __ GA x,5912/„/ Downward 0 0 0 0 0 0 0 0 12 w ,4955 12/31/06 C Roof System Upward 17 19 24 26 30 36 41 48 0 ___________ Downward 0 0 0 0 0 0 0 0 5 0 1 3 0 ������ _'900 i ti t (Q0, 1� a m N 2 ms 16506 12/31/06 D Roof System Upward 21 23 29 31 37 43 50 58 6 _____. ? .9 :1€ ) 1� 132{ 1 N Cr NC 29174 12/31/06 Downward 0 0 0 0 0 0 0 0 7 ���� s,� < D z 48 8 '. CM, LI 314/01: i -t NM 11136 12/31/08 1. Fastest Mile Wind Speed m m Peed U ��_ �Qa w m o 6 N1/ 66 12/31/06 2. Uplift Pressures may be reduced by 25 percent for enclosures less than or equal to 10 feet tall. �� w z x W 3. 3- Second GustSpeed rn w a OH E -64661 12/71/06 11 12 4. Pressures shall be increased by 15 percent for enclosures built in Alaska. __ o o 0 N o UT 3aessos 12 /31/06 0 ________ —__ ft 55015 02/26/07 5 _____ IOW =SA, Lrig,S1 1* 1i D - 9+4 6 04/02/07 B. DETERMINE FOOTING REQUIREMENTS FOR DOWNWARD LOADS. 6 �. r i.=11. "K f ° '" N I = t 7 KY 24761 06/30/0 d ; : F 1. ALL ENCLOSURES WITH LIVE LOADS GREATER THAN 20 PSF AND 60 8 __ r -2� f� - E + VA 041536 06/31/07 SHALL HAVE A CONTINUOUS FOOTING BELOW THE ENCLOSURE 9 LKIDMaarki:.= 6,,'fl agdil L ' IL v j 7 . PE_ WALL. SEE DETAIL G FOR FOOTING REQUIREMENTS. 10 __ 14 r+4. PA z6Tt -E / �/m 11 r3 - 'x MillEillifi ' , -- 1 u 45660 10/31/07 2. FOR ENCLOSURES WITH LIVE LOADS LESS THAN OR EQUAL TO 20 12 PSF, { OK 19405 10/31/07 co 34009 11/71/07 a. USING THE TABLE BELOW, LOCATE THE COLUMN FOR I I = Slab on grade is acceptable where frost depth is zero APPLIED ROOF LOAD. IS CA 53197 12/31/07 = Footing required u u1 +9: 10495 12/31/07 b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR W MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 as 1 11/ W OR 16232PE 12/31/07 FOR NON - BEARING WALLS). = Special engineering required , i 8 W g V AN 6977 12/31/07 c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE 8 Z 8 ? u NE (-11328 12/31/07 COLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS u u U U U - .- - SHOWN IN DETAIL G IS REQUIRED. +q 030176 12/31/07 W C. DETERMINE FOOTING REQUIREMENTS FOR UPLIFT LOADS m m o 70066 03/31/06 / - n n n n AZ NY 060136 03 1. DETERMINE IF A FOOTING IS REQUIRED JAN 0 6 200 �� 1 I C • � f / / / - o RENSED 01/02/06 • a. USING THE TABLE BELOW, LOCATE THE APPROPRIATE Z g PRO COLUMN FOR THE APPLIED UPLIFT WIND LOAD. < I � �` � � f , . b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR o A l MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 Q E i / r FOR NON - BEARING WALLS). c ° ¶ •REGON c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE v / � � � COLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS ♦ r ` � . , F C 9Q�, S. 1 , 1 SHOWN IN DETAIL G IS REQUIRED. '_ L J CP � A � � E 'I RATION DATE: i WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL 6 PROFESSIONAL ,n . _ ENGINEERING LICENCES ' r CO Z 1 O 3 3.255 3.100 / 3.050 / 1.237 1.275 � ' w G i 6 0.808 I / N w i NI PE -6798 04/30/06 1' 1 ' 0 rn _ 0 630 T . 1 13 to 92e0 a 30 06 1.091 1.437 . , / / I 2.781 .( A-- 0 0.631 �""� 100 2.988 3.100 a _ x5 15464 0< / 30/06 t =.065 t =.050 f • , I • R g 6005 -T5 6063 -T5 0.606 j l NN 10980 04/30/06 t =.050 NI 24GEO 6063 -T5 4545200 04/30/06 t =.050 t =.050 IM {S S 06/30/06 6005 -T5 6005 -T5 14N 41532 06 C.; M / ELECTRICAL HEADER HEADER WINDOW SILL FEMALE SECTION MALE SECTION ? W • 14355 06/30/06 DETAIL DETAIL DETAIL DETAIL DETAIL L se 23716 06/30/06 ( ) (SV4394) ( 4007) ( 4006) W E En E 4351) (3807 n HALF HALF HALF HALF HALF I EL1 Z YO 25455 07/24/06 n Z / 0.667 0.667 / / 3.500 1 -� Z O a TN 106313 07/31/06 I _ v w4 07 /31/06 1 1 R W O TX 94362 09/30/06 1.286 1.364 2 U Z 1. -•-a. 3.100 J 3.100 3.124 2.974 c+3 6 6 2 322 11/30/06 AL 25673 -E 12/31/06 I - GA PE030159 12/31 /06 _ 1.487 I z a- r N -5 a 0 14953 12/51/06 0 < 0 0 t =.050 t =.050 t =.062 t =.070 v= N 5 NS 16508 12/31/06 6005 -T5 6005 -T5 6005 -T5 6005 -T5 N a Z NC 29174 12/31/08 Z ELECTRICAL MALE SECTION ELECTRICAL FEMALE SECTION ELECTRICAL RACEWAY RECT TUBE 2x3 a hw tt13e 12 /3t /os m m _' D DETAIL DETAIL DETAIL 0 m o N" °67 11/06 ( 4004) ( 4005) ( 4348) (SV4593) w Z 3 w HALF HALF HALF HALF Z Y Vj OH E -64661 12/31/06 0 O L N 0 U 3 085605 12/31/06 FL 55015 02/26/07 I 3.225 1 3.245 / / 3.100 --.) -� .1 Y WA 28747 04/02/07 w < KY 24361 06/3o/m 0 .610 1. l I ,= 2 T ..1 j_ VA 041536 08/31/07 s 1.500 0.375 • 1356772 -E 09/30/07 ■ II 45880 10/31/07 I mww ON 19405 ,onvm t =.050 t =.050 t =.050 co 34009 11/31/07 6005 -T5 6005 -T5 6005 -T5 IR a CA 53107 ■2/31/07 BOTTOM TRACK RECEIVING CHANNEL - u LIE OR 10495 2 "' / °' DETAIL ( 4349) DETAIL (5469) DETAIL (3902) Ad 2 us 1 12/31/07 HALF HALF HALF m u in w WY 8977 12/31/07 g L N U 2 O NE E -11328 12/31/07 U t3 } JAN 0 6 2006 - mo 030170 ,2 F - Az 30066 03/31/08 • DIMENSIONS SHOWN ARE FOR INFORMATION ONLY. REFER TO a - 0 MANUFACTURER DIE DRAWINGS FOR ELEMENT SPECIFICATIONS. co NY 080138 03/31 /08 41. 13 G "i 0 a. C RINSED 01/02/06 43 i - 1 / .c z c. ,c‘ rp,/, 162. et 2 0 e / . ~= F ti e£ CP V�a EXPIRATION DATE; ' , '1 j WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL • • . r ----- . ci, N �-�W N'_' , 1 1 1 c) c) p p 2 tt t-ii 1,1 , c , ) 7 z o•- H ed tt tt tt c 1 rr '' �~ �� �n `�R°d > v) .. c, cf , 1 1 1 2 2 pz) > l's 5 ti-itTiOO rii 2 .up s � 1\.) 1- . O / // r y O 4 c c C) r (--) r ›- H O z v) _, iii ,�,. i7.;6 � . t om ' �. "t7 '6 G � ,n T ♦ (5 J UD ^ DEALER: NU VIEW FILE #: NV -AH- BURGESS I,_ �I all C BURGESS ENGINEERING U 13320 SW ASH AVE. WALZ ENGINEERING LLC O0 ryi TIGARD, OR 97223 11111 HALL RD., SUITE 110 �' �� UTICA, MI 48317 g DRAWN BY: JON GURA DATE:06 /15/07 SCALE: NONE PHONE: (888) 262 -9259 -) �tp P R OFe , INSTALLERS LAYOUT ,� �� N G'"EF R `)/0 i t rAim /JO P' 11 AUG 0 8 2007 lea Or 1 VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING • 6 q � '' g r ,6 ,2 ° ��' • CUSTOMER: BURGESS �7FRT A `n Ln EXPIRATION DATE: JUNE 30, o in 0 oo DEALER: NU VIEW H J cL I ''d I / Z Z P) ROOM STYLE: ALPHA STUDIO �, \ w w 00 ROOF SYSTEM: 3" WEATHERGUARD w w < > L- <' ROOM COLOR: WHITE D n D Co I I .ct e 9' -2 1 /2„ 12'_O" w Z 0 (n Z (,) d r o � a Ln D 0 = Q N L o > > r7 al z < N N co I 1 R /O U U I I v) LLJ a C ] D36 ] W42 ] W42 I C "' 0° ro Q to _1 a cc D 0 11 ,_ O „ > Z 0 A Z 5-: W m W = WINDOW w z D = SWING DOOR w D tx NOT TO SCALE PD = PATIO DOOR (DOOR WALL) ° M P = POST C = CORNER SHEET 1 OF 4 ET ,EVATIONS � �`0 PROFet, if r • A / I5 iv AUG 0 8 2007 n fffi , y�- OREGON 6 . ,Qn Y l f 2 P \,, Fri A• 0 rn k J EXP D 30 a (.-' w N J � \ Z Z m 00 H 3 Z W = . , * Q w _'- O0 < '-' 12 A A .7 v v) w w o J c' Q D U CO (!) I = n Q W O Z Q N N c0 I r O w (n w Q c a 0 0 0 0 / (-Ni MINIM o' MINIMUM II / 0 U DESIGN LOADS: DES G LO 0 DEAD LOADS: II 1) ROOF: 2PSF 0 < 2) WALLS: 5PSF 1 D 3) FLOOR: 5PSF w z CD LIVE LOADS: > O 1) ROOF: 25PSF Z V) r 2) WALLS: 100MPH - 3 SEC. WIND GUST W m 3) FLOOR: Z ua DEFLECTION LIMITS: J 1) ROOF: L /180 o p' 0 2) WALLS: L/175 3) FLOOR: L/240 SHEET TOTAL WEIGHT OF PRODUCTS: 1192 lbs. 2 OF 4 ....... 5 N GGIN EF p i s PLAN VIEW & CROSS SECTION • R m 0 8 200? lia: 4 - _ Dv I - V . If a'O ' 4Y 20 ,'/ �RT A• EXPIRATION DATE: JUNE 30, aoaS o °; U W N J a) J _ 1 z O Cn N � -- z N tD CSIi w w If M EXISTING HOME w w CO 00 41 Z Z J 't 2 61 � w Q z p N U 0 Z Q H - _ �� § i LS V RO PANE ' I STRUC INSULATED 3 I o I 3 0 II .4. I 3 ° ,. 0 I - � 2 EXISTING -co v) _ e 9' -2." -Cc �. HOUSE 0 w I 99" D 0 ° z I o 90 " I (J) 3 I I N LL O I > > rr) , co z < N N 1 1 _� O LO (n d7 DOOR 42" WINDOW 42 WINDOW J Q F GRADE v _ +. O o 0 EXISTING CONCRETE SLAB N Q A ff.) _I= CC LAYOUT PLAN SECTION 'CS 1' W Z -- o z (n r W m (5 z J c o ED a SHEET USE STAINLESS STEEL OR TRIPLE DIPPED 3 OF 4 \ GALVANIZED FASTENERS INTO AGO LUMBER _) F � N GINE � � CALCULATIONS N AUG 0 8 2001 .01 ikie - 1 w a: a ■ j ` #RT A.' SOIL BEARING CAPACITY (EXPIRATION DATE: JUNE 30, ,OC) ° Ni WIND UPLIFT DESIGN CALCULATIONS . in - . J cn 1, ,, z 2 0 N \� W w ° -I N ROOF LOADS TOTAL WEIGHT OF PRODUCT 1192 LBS � W w Ct 00 00 Z Z J � H C.� LIVE 25PSF J - c° c-' DEAD 2 PSF DIMENSION OF DECK " Z w = a z PROJECTION (FEET) 12 FT 4 W J - zz TOTAL 27 PSF WIDTH (FEET) 12 FT a - 0 _ EXTRA SQUARE FOOTAGE IF ODD SHAPED (SQUARE FEET) FTA2 = D a. FLOOR LOADS TOTAL AREA (SQUARE FEET) 144 FTA2 LIVE 0 PSF DEAD 0 PSF DECK WEIGHT PER SQUARE FOOT 0 LBS/FTA2 TOTAL 0 PSF DIMENSION OF PIER FOOTING w DECK DETAILS LENGTH (INCHES) 12 IN p PROJECTION 12 FT WIDTH (INCHES) 12 IN N z WIDTH 12 FT DEPTH (INCHES) 4 IN w J EXTRA FT TOTAL VOLUME OF PIER FOOTING (CUBIC FEET) 0.333333 FTA3 ct TOTAL 144 FT m N NUMBER OF PIERS 30 i a ° WEIGHT OF PRODUCT WEIGHT 1192 LBS ASSUMED WEIGHT OF CONCRETE 145 LBS/FTA3 z in Z Q N N (D _ r O TOTAL DESIGN LOAD WIND CONVERSION w v) rn LOAD 5080 LBS WIND SPEED (80,90,100,110,120,130,140,150) 100 MPH _1 Q o Q EVOSURE (B,C,D) B 0 D (f) CALCULATED WIND PRESSURE 17 LBS /FTA2 SOIL BEARING CAPACITY o ° c BEARING (1500 -2500 PSF) 175 PSF FINAL CALCULATIONS r`I TOTAL UPLIFT 2448 LBS � i= NUMBER OF PIERS 'TOTAL WEIGHT OF DECK, PRODUCT, AND FOOTINGS 2642 LBS a PIERS 30 1DIFFERENCE 194 LBS D 0 DIAMETER REQUIRED FOR PIERS WIND UPLIFT DESIGN IS ACCEPTABLE I PIER DIAMETER (ROUND) 13 INCHES z W m PIER WIDTH (SQUARE) 12 INCHES CA z J E Q D < C CO to NOTE: WITHOUT SPECIFIC KNOWLEDGE OF THE SLAB, IT HAS BEEN ASSUMED SHEET THAT IT IS A 4" THICK 3000 PSI SLAB WITHOUT A FOOTING. THE ASSUMPTIONS USED IN THESE CALCULATIONS ARE THAT THE LOAD IS 4 OF 4 TRANSFERED THROUGH A 12" CONTINUOUS PERIMETER FOOTING. . l D P ROFFS, , ,A&'NE t) ) ("-- Q ,� ' ;� 0 #14 METAL BACKED 5/8 0 , f t UG ELEVATION REPORT NEOPRENE WAHSERED TEKS PATIO COVER #14 TEKS ® 8 "O.C. MAX. RECOGNIZED ALUMINUM © 8 "O.C. MAXIMUM �� I ' 1 101, PATIO COVER 4111, _ .. . ......._,--------- .. . 0 ,16, b .. TOP & BOTTOM TRACK SHALL r � , EXPIRATION l?.ATE: JUNE 3:Aio � B EAR FIRMLY ON MULLION PRIOR ` ,� / / � I I TO INSTALLATION OF FASTENERS 0 I I J '/ a) / t `11 TOP TRACK TO SPLICE 016 (2) #6 TEKS EA. SIDE TO MATCH J — u N "H" (4PER "H" OR 1 8 0 POP \ J DIRE OVER MATED "H" (2) # TEKS EA. S10E TO MATCH RIVETS ) / z Z t/� N _, / "H" (4PER "H ") OR 1/8 "0 "POP" 1_,,,J_ w ( r cc) z ' RIVETS a w w C 00 0 o % o j , "' Z Z d a0 ci_ 7_1 D I r - 0 I J - U ZZ w in v H 1 FT ,Da_ 0 0 z z z z LA w a a o 0 3 3 o o w o 0 Z z z_ 0 N z X X (/7 Q 0 Lu J io 1/4"o "KWIK -BOLT" OR EQUAL io 1/4"o "KWIK- BOLT" OR EQUAL 0 0 PER ICBO ES ER- 4627,3" MAX. PER ICBO ES ER- 4627,3" MAX. CO N I FROM EA. SIDE OF MATED "H" FROM EA. SIDE OF MATED "H" I N ` (2 -PER PANEL) (2 -PER PANEL) j Z � S TND. �{ WASHER z 1j I STND. R WASHER z < N a / a ( I / i _ N o /i TOM TRACK SPLICE 8" MIN. Al i T M TRACK SPLICE " MIN. BO 0 BO 0 C S L CE 8 a w w FROM VERTIRCAL MULLION FROM VERTIRCAL MULLION _1 Q 1- o % II o % �' �` O a x a % �I (2) # TEKS EA. SIDE TO MATCH X % / I (2) #6 TEKS EA. SIDE TO MATCH (/) _ m "H" (4PER "H ") OR 1/8 "0 "POP" g "H" (4PER "H") 1/8 "0 "POP" I II. RIVETS _ RIVETS o t -- /I o O cK to 111.111 /41 ' Q C' i • • v rl a rl a a a I I I 2" MIN. i I I 2" MIN. j EXISTING CONC. r 1 I 1 C0 SLAB IN GOOD 3 1/2" MIN. EXISTING CONC. — 3 1 /2" MIN. w_ Z CONDITION d a SLAB IN GOOD d a 5 0 a as CONDITION 41 ad D (f) z Ln r • • W m z J 1 1 2" MIN. 1 1 2" MIN 0 m C BEARING SYSTEM SHEET NONBEARING SYSTEM ....... G1 RED PROF . ' \ca N pJ N Fc j r kti , , q o2 ktf — I ► ir AU O 8 2007 AllarVITI NOTE: �k • _ a ' USE @ 9' -6" WALL HEIGHT, ■ NON BEARING WALL ONLY 99 y '.,- , ,.1 6,2 #10 SMS @ WOOD CONSTRUCTION O f r A.\ OR 1/4 "0 KWIK BOLTS x 2" EMBED. @ MASONRY & CONCRETE SIR WINDOW JAMB. CONSTRUCTION 24 MAXIMUM SLIDING = e' (� 10" s DATE, JUNE 30, OC8 MATCH TYPY "NE" SPACING 1/8 "0 "POP "RIVETS OR # MULLION FULL HEIGHT TEKS © 24 "O.C. MAX. FRAM BY OTHERS O rn TYP. EA. SIDE 0 w N FULL H T. STANDARD "H" '. J '- PANEL TO BE % 4 — — I z 0 N \ \ ; %� /� TIGHT FITTING •% �� \ c _ N N \ SOLID PANEL ABOVE EXISTNG WALL !!! \ w w O M • & BELOW WINDOW \ WINDOW OR PANEL / — z z co 1 8 "0 "POP" RIVETS c9 Z Q E `. AT TOP, BOTTOM & z w I s ;• MID. HT. OR #6 SMS. / , s ' ' N ,- Q Z .\ ...k. A% A SOLID PANEL pI ‘,-T- D a 1/8 "0 "POP" RIVETS OR #6 —_ _ FULL HT. MALE TEKS AT TOP, BOTTOM & 18" CASE OPENING BETWEEN (TYP.) EA. SIDE W/ TRACK WINDOW — WINDOW MULLION —TYPE "NE" EXISTING WALL CONNECTION SLIDING DOOR MULLION LO z 0 N z L,.1 w 0 J CC Q D 0 OD N I I n Q LLI 0 z Q N 1/8 "0 "POP "RIVETS OR #6 TEKS SOLID PANEL N to 0 24 "O.C. MAX. TYP. EA. SIDE = N O w < w SNAP COVER AT OPNEING OR ALE MATED "H" w 0 CC o OR STANDARD "H" (f) . O MATED TYPE "E" 0_ TRIM L1 "x1 "x. 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