Loading...
HomeMy WebLinkAboutEngineered Drawings - Wikel CONTRACTOR: East Coast Aluminum Products,Inc. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED ���� DESIGN CRITERIA: D-1 This item has been ��`� PS P. USING THE ADVANCED A-2 ,�� Applicable Codes,Regu►ations,andStandards TECHNOLOGYCOUNCIL'S (12) 4X4 ALUM electronically signed and sealed � L The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural POSTS (TYP) ���� C'E WEBSITE AND GOOGLE b T.P. Arnett PE. usinga ` Design,Chapter 20 Aluminum,and Chapter 23 Wood. Y e 2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures,Part 1-A EARTH. (2)2X8 RIM BEAM (2)2X8 RIM BEAM (2)2X8 RIM BEAM-- (2)2X8 RIM BEAM (2)2X8 RIM BEAM p - Di ital Si nature with date and NO. 46043 - --------- ------ - --------- ry of the Aluminum Design Manual prepared by The Aluminum Association.and i � g g the AAF Guide to Aluminum Construction in High Wind Areas. time. Printed copies of this 3.ASCE 7-16. ��; 1 ;�� document are not considered �'; STATE OF Loading Criteria 0 xC1J 0 ®� x 0 • 1.Live Load:10 PSF per 7th Edition(2020)Florida Building Code,Appendix I I N'I xIIN I<y' signed and sealed and the I �O'• ,� � Section 105.1 e0 Mi N � \L�! 2.Dead Load:1 PSF �I D-3 D-2 D-4 signature must be verified on �� 3.Wind Load: ' G �� 3.1. Category Occupancy Category,Section 1604.5 and Table 1604.5: Risk i A-2 A-2 A-2 i 1 1 / •21 Building p Y any electronic copies. 00 05 12:'3i Category 1. �__-_ -_0-__-__-__�__ _ _ __ _ _-d-__-__-__� 1111, 3.2. Ultimate Design Wind Speed:VULT=150 MPH,Nominal Design Wind (2)2X8 RIM BEAM (2)2X8 RIM BEAM (2)2X8 RIM BEAM (2)2X8 RIM BEAM (2)2X8 RIM BEAM Speed:VASD=116 MPH C7 3.3. Exposure Category,Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 V-108" 6'-108" 6-10 " 6-10 6'-10 8" w �; a 4.Building Category for Alum Structures,Section 2002.6:Category Type 1- LJJ 00 Patio Cover/Aluminum Shed:Non-Habitable,Unconditioned Z M U Roof Type YP 8-0" 8'-9 8'-9 8'-9 LU w z 1.Roof T e: MONOSLOPE LU Z 2.Roof Material:3"x 48"x 0.024"composite panel Elite 2000,1.0#density Z foam,Florida Product Approval Number FL 7561-115. Q Q 0 W Z Lu Foundation Design z t1 w Z New Wood Deck on existing concrete-see sheet A-1 for information. 0 Z w No additional concrete footing or slab is required to resist the loads imposed N Q LU upon the existing slab by the proposed construction if the existing slab is a LLJ 2i (> Z minimum of 4"thick and in sound condition,free from structural cracking, LL J spalling,or other deterioration. 3X3X0.093 3X3X0.093 3X3X0.093 3X3X0.093 3X3X0.093 O o POST POST POST POST POST = a Specifications S-6 o The following specifications are applicable 7t this project: PATIO COVER: 12'-3" MAXIMUM POST SPACING WITH A-5 MEMBER SIZES SHOWN ON DRAWING. LARGER SPANS 1.All work shall be in accordance with the 7th Edition(2020)Florida Building 2X3KB 00 Code,and any other applicable local codes and regulations. MUST BE APPROVED PRIOR TO CONSTRUCTION LL (TYP) LL 0 2.Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues,no manufacturer substitution is acceptable without the specific written,signed and Z o�No Oz sealed authorization of Florida Aluminum Engineering,Inc. 3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better O zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated S-1 S-2 (� o v v� z 2W Z w 0 N a J stainless steel series"400". A-4 A-4 � m v a aw 4.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. J - F m m < Z B-I t]C `^LL m m ui r 5.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from 7�-6" 8�-9 " 8'-9 Q ¢r ends&24"center to center or#12 screws 6"from ends&12"center to center. 2'-4" 8'-0" 8'-0' A-3 LULL, d w co z 6.Door location shall be determined by contractor in the field. 3X3X0.093 6 ¢ x u 7.Where concrete specifications are required,whether in the screen enclosure scope ---- --- -- ---- ---- --- ---- --- 2XDJ z ~~` ¢ _ 6'-8" F- or not,by one or more regulatory agency,the following specifications are N ('� 2X5SM6 2XSSM8 2X3 KNEE x DJ-1 I z applicable: 2X3X0.050 z 0 0 F- EDGE BEAM EDGE BEAM BRACE(TYP) 3X2XO.050 A_3 0 a.Concrete shall conform to ASTM C94 for the following components: END BEAM 2XDJ J LLl i i. Portland Cement Type 1,-ASTM C 150 `0 O 3"X48"X0.024" o o LL ~ ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 I M I 1.0# DENSITY FOAM I 2X3X0.050 .I in. Air entraining+/-1%-ASTM C 260 00 26• 00 COMPOSITE PANEL 00 N 00 iv.Water reducing agent-ASTM C 494 3X2XO.050 O N X 0- v.Clean Potable water 2X3X0.050 0 2X3XO.050 ? I EDGE BEAM A-4 A-4 I vi. Other admixtures not permitted ® 16"O.C. 1 X2 b.Metal accessories shall conform to: w i. Reinforcing Bars-ASTM A615,grade 60 II I O it.Welded wire fabric-ASTM A185 42'-4"-�-7'-0" 2'-4" _ c.Concrete slump at discharge chute not less than 3"or more than 5". 7'-0" Z Water added after hatching is not permitted. 8-0" 26-5" 0 d.Prepare and place concrete per American Concrete Institute Manual of U Standard Practice,Parts 1,2,and 3 including hot weather 1 -0 1-8" 8-0" 2 recommendations. N O e.Moist cure or polyethylene curing permitted. N a f. Prior to placing concrete,treat the entire subsurface area for termites in S-4 3"X48"XO.024" LLI Lu 1.0 DENSITY FOAM M o OC compliance with the FBC A-4 # x I > w g.Concrete shall be placed over a polyethylene vapor barrier. COMPOSITE PANEL N J m h.All aluminum components embedded within concrete shall be coated with C) m 3" ALUM RECEIVING CHANNEL o w_ LU a bituminous paint or epoxy. 2X3X0.050 I Q U U z 8.All lumber and plywood shall have grade marks and treatment identification and VINYL SIDING 'n uO to u') uO uO 00 U J W Shall conform to the following: N o 0 0 0 0 0 a.Framing lumber shall be minimum no.2 southern yellow pine and have a x C-1 ox x x ox x x IJ ~ (L maximum moisture content of 15%. HOUSE WRAP 12X2 M C M M M M 1 o 0 J 0 � x A_3 x x x x I w ovb.Pressure treatments shall be osmosalts,osmose k-33,womansalts or N N N N N I i" Y � I1' Mcelcure,as recommended for the use condition.Pressure treated lumber 5/8" PLY CDX to 0 J 2X2 2X2 2X2 2X2 2X2 to LL LL shall be impregnated with a cca salt treatment in accordance with f.s.tt-w-571 and bear the American Wood Preservatives Institute quality 1 X3RC 1 X3R 1 X3RC 1 X3RC 1 X3R 7_0" DRAWN BY mark 1p-2. 3" ALUM RECEIVING CHANNEL TP c.Wall Sheathing: APA rated Sheathing,thickness as indicated,Exposure 1 d.Aluminum members that are uncoated shall be separated from PT lumber N DATE DRAWNQ��2��22 by 30#felt paper,10 mil polyethylene sheet or equivalent material. 9.Contractor shall provide Florida Product Approval information as to the exact $-5 B CP-1 REVISION window being utilized for this project,including manufacturers specifications, 18" ALUMINUM KICKPLATE and installation methods for anchoring the submitted windows to aluminum A- Q - members and specific sizes as indicated on A-L Aluminum member thickness to (TYPICAL) Q be increased as required by the Florida Product Approvals for anchorage of 8'-0" 4'-4g" 4'-4J" 4'-4g" 4'-4g" 4'-4g" 4'-4g" 2 - products. 0 _ 10. Contractor shall provide any additional backing(aluminum,wood etc..)and COMPONENTS & CLADDING anchors as required by the window manufacturers recommended procedures. (ASD) DESIGN PRESSURES FOR WINDOWS / 4 _ 11. All glass panels within 24"of a door opening shall be of tempered glass per 34'-5" DOORS: +19.93 PSF / -26.65 PSF SHEET NO: FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. - w l3. Use of these plans acknowledges and accepts a limit of liability not to exceed ,//..\�` 'I design and engineering fee. F- 4"x 4"x 0.125" POST I 1/8"x 2"x 2"EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE I I (2)3/8"DIA. OF POST W/(2)#14 x 3/4"SMS& THRU BOLTS (1)3/8"DIA.CONCRETE I I I = SCREW ANCHOR 0 (2 114"MIN CONC.EMBED) • • I Lu W LLl O CL EXISTING Z m CONCRETE (D O Z 1/4"x 3"x 3"ALUM i z LL up ANGLE EACH SIDE OF POST (2)2X8PT WOOD J z GIRDER Xt C7 W/(4)#14 x 3/4"SMS INTO Z Q Q Z w ALUM POST&(2)3/8"DIA.x 6"LAG / SCREWS INTO THE WOOD GIRDER ® ® O d Z O in Q Lu W 4"x 4"x 0.125" w U Z POST L.L O Z oJ I— Q Q O Q 00 � �-� 4X4 POST TO CONCRETE CONNECTION DETAIL (UD-2RIM BEAM TO POST DETAIL m o SCALE:NTS u z Op z Z ^ w cn Z N cl) z � LLJ r a �mmm F� W J Q W Q 7W Z 2 W w Z 00 Q~HuQ- w W _ rr_n V 0 7 F o z Q 7 —1 W Lr_ o ~ 3 w � a ANCHOR AT z (8)LOCATIONS K O FIBERGLASS 3/4"PT PLYWOOD DECK W/ 2X6PT WOOD JOIST J STAIR #10 x 2"DECK SCREWS @ 12"O.C. @ 16"O.C. O x 3 Z PLAN VIEW ui MOM' i 3/4"PT PLYWOOD DECK W/ N Q #10x2"DECK SCREWS @12"O.C.� cC N w o W p ® m a FIBERGLASS (2)2X8PT WOOD Q LU LU ~O WOOD COAT GIRDER W/(2)ROWS OF 16D NAILS AT 12"O.C. I U mow ( Z 2"x 2"x 1/8"x 5"ALUM ANGLE I LU H V W/(3)#14 SMS W/1 1/2"DIA. Oco NEOPRENE WASHER AND I f2 Lo O LL (2)1/4"DIA CONCRETE (2)2X8 PT WOOD I 1 SCREW ANCHORS(MIN 2" RIM JOIST W/ DRAWN BY CONCRETE EMBEDMENT) (5)16D NAILS POST NOTCHED FOR I I WOOD GIRDER.CONNECTED 4"x 4"x 0.125" @ 16" WOOD JOIST TP W/(2)3/8"DIA.THRU BOLTS POST BEYOND I @ 16"o.c. DATE DRAWN SIDE VIEW I SIMPSONSTRONGTIE 01/20/22 I I Lus-zsz REVISION CONCRETE SLAB 4"x 4"x 0.125" _ POST D-3 RIM JOIST TO INTERMEDIATE BEAM DETAIL D-4 RIM BEAM TO JOISTS DETAIL © _ ST-1 FIBERGLASS STEPS ANCHORING DETAIL A_2 SCALE:NTS p►_2 SCALE:NTS SHEET NO: A-2 SCALE:NTS A-2- ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 1/8"x 2"x 2"EXTRUDED 2 x 2: 2"x 2"x 0.046" ANGLE 5052 H-32 ALLOY EA 2 x 3: 2"x 3"x 0.050" SIDE W/(2)#14 x 3/4"SMS KICK PLATE NOTES: 2 x 4: 2"x 4"x 0.050" 1. 0.024ALUM 2 x 5: 2"x 5"x 0.050" WOOD GIRDER FASTENERS MUST UPRIGHT 2. SCREW ALL CORNERS ENGAGE SOLID WOOD GIRDER 3. 100 B-120 B WIND ZONES OPEN BACK SECTIONS PROVIDE FULL DEPTH INTERMEDIATE USE#8 x 5/8"SMS @ 12"O.C. 1 x 2: 1"x 2"x 0.040" BLOCKING BETWEEN JOISTS AS 1"x 3"ALUM 4. 120 C-140 B WIND ZONES REQUIRED TO FULLY ENGAGE RECEIVING USE#8 x 5/8"SMS @ 8"O.C. 1 x 3: 1"x 3"x 0.045" FASTENERS L CHANNEL 5. 140 C-150 B WIND ZONES USE#8 x 5/8"SMS @ 6"O.C. SNAP SECTIONS 6. 150 C&ABOVE WIND ZONES 2 x 2 Snap: 2"x 2"x 0.045" USE#12 x 5/8"SMS @ 6"O.C. 2 x 3 Snap: 2"x 3"x 0.050" 7. SCREW GIRT,BOTTOM RAIL 2 x 4 Snap: 2"x 4"x 0.045" &BOTH SIDES 8. MAX KICK PLATE HT=36" OPTION 2: SELF MATING(SMB) t:j 0.125"x 1 1/2"x 2 1/8"x 1 1/2" 2 x 4 SMB: 2"x 4"x 0.044"x 0.100" SIDE VIEW INTERNAL OR EXTERNAL Lu Lu a 2 x 5 SMB: 2"x 5"x 0.050"x 0.100" OPTION 1: I I ALUM RECEIVING CHANNEL W 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 2"x 2"x 1/8"ALUM ANGLE W/(3)#12 x 3/4"INTO Lu 0 Z Q 2 x 7 SMB: 2"x 7"x 0.0 "x 0.120" W/(4)#12 x 5/8"EACH SIDE GIRT EACH FACE&(3) m 2 x 8 SMB: 2"x 8"x 0.07272"x 0.124" #12 x 3/4"INTO UPRIGHT (, 2 x 9 SMB: 2"x 9"x 0.072"x 0.124" (2)3/8"DIA.x 6" I I (2)#14 x 3/4"SMS Z w �L G SCREW_�2 x 10 SMB: 2"x 10"x 0.092"x 0.398" LAG SCREW INTO EACH SIDE W Z � z OF UPRIGHT J Q Q z w MINIMUM FASTENER EDGE DISTANCE:1/2" Z z MINIMUM FASTENER SPACING:3/4" O N � z CHAIR RAIL MEMBER I I t� Q w w CONCRETE SCREW ANCHOR: I I 2"x PATIO w CC 2 SIMPSON TITEN HD OR EQUIVALENT 1"x 3"RECEIVING CHANNEL EXTRUSION ILL G J ANCHORED TO DECK WITH 1/4"LAG O SHEET METAL SCREWS(SMS): SCREW ANCHOR(MIN.2 1/4"EMBED) I I 2 ITW/BUILDEX OR EQUIVALENT 6" 6"MAX EACH SIDE OF POST AND 24" O.C.MAX ❑ FRONT VIEW M 0 O ::D U °z z z N O B "x 3"PB UPRIGHT TO WOOD DECK DETAILS C CHAIR RAIL TO UPRIGHT DETAIL 5z o v A_3 SCALE:NTS SCALE:NTS w ^ a w A-3 Z wmvv a J F m m N w Q W Q W Z 22 z 2 oZ aaJ w w - ~ALL Z 1/8"x 2"x 2"EXTRUDED D 1"x 2"O.B.FASTENED TO CORNER O z �° m a ANGLE 5052 H-32 ALLOY a POST W/#12 x 1 1/2"SMS AT 6"FROM W/(2)#14 x 3/4"SMS UPRIGHT _j W 2 TOP&BOTTOM RAILS.TYPICALLY @ ILL INTO DJ o 3 24"O.C. 1/8"x 2"x 2"EXTRUDED ANGLE 5052 WOOD GIRDER a CORNER POST H-32 ALLOY EA CORNER W/(2)#14 x 3/4" FASTENERS MUST ENGAGE 1 112"x 3"x 1 1/2"x 0.062" SMS INTO POST&(1)3/8"DIA.LAG SOLID WOOD GIRDER ® ® CHANNEL W/(2)#12 x 3/4" Q 3"x 3"x 0.093' PROVIDE FULL DEPTH-,,, TOP AND BOTTOM POST 16 SCREW INTO WOOD DECK INTERMEDIATE BLOCKING a BETWEEN JOISTS AS REQUIRED = _ TO FULLY ENGAGE FASTENERS z z WOOD EMBEDMENT11 1 Lu DECK 7 DECK FRAMING ❑ _ _ _ N o INTERNAL/EXTERNAL FRAMING W w 3"x 3"x 1/8"EXTRUDED w x POST BASE W/(2)3/8" SIDE VIEW SIDE VIEW J p m onDIA.THRU BOLTS Q o Q LU LU o 3/8"DIA.LAG SCREW x U U z (2) G DIA.x S 2" CORNER POST W/1"x 3" LENGTH AS REQUIRED LAG SCREWS 1/8"x 2"x 2"EXTRUDED t- I @ FOR 6"EMBED LAG I UPRIGHT W LU BACKSIDE ANGLE 5052 H-32 ALLOY SCREW INTO WOOD DECK W/(4)#14 x 3/4"SMS I PRE-HUNG O I j o � 0-1 INTO POST I 3/8"DIA.LAG SCREW x LENGTH S REQUI ED DOORJAMB cr CD Y O J FOR 6"EMBED LAG SCREW d L0 LL LL ANCHORS SHALL INTO WOOD DECK DRAWN BY ENGAGE SOLID 1"x 3"RECEIVING CHANNEL WOOD HEADER ANCHORED TO DECK WITH TP OR GIRDER PROVIDE SOLID WOOD 1/4"LAG SCREW ANCHOR 1"x 3"RECEIVING CHANNEL BLOCKING IF REQUIRED (MIN.2 1/4"EMBED) DATE DRAWN TO FULLY ENGAGE 6"MAX EACH SIDE OF POST ANCHORED DECK WITH 01/20/22 ALUMINUM FASTENERS AND 24"O.C.MAX L6"-r1/4"LAG SCREW ANCHOR I FASTEN TO JOIST WITH (MIN.2 1/4"EMBED) REVISION 6"MAX EACH SIDE OF POST (4)16d TOE-NAILED FRONT VIEW - AND 24"O.C.MAX 1 FRONT VIEW - 2 B-1 0 - 3"x 3" POST TO WOOD CONNECTION DETAIL 4 _ A-3 SCALE:NTS CP-1 CORNER POST TO WOOD DETAIL DJ-1 UPRIGHT TO WOOD DECK PRE-HUNG SHEET NO: J A-3 SCALE:NTS ,4-3 DOOR LOCATION DETAIL SCALE:NTS A-3_ #14 x 4"SMS W/ 1 1/2"DIA.NEOPRENE FACED WASHER @ 6"O.C. #14 x 4"SMS W/ #14 SMS x 1"MIN.LONGER FLASHING 1 1/2"DIA.NEOPRENE FLASHING THAN PANEL W/1 1/2"DIA. BY OTHERS FACED WASHER @ 6"O.C. BY OTHERS NEOPRENE FACED WASHER 3"COMPOSITE @ 12"O.C.ALONG LENGTH ROOF PANEL 3"COMPOSITE OF ALL END BEAMS ROOF PANEL I x O W d ® 3"COMPOSITE I ® I W O ROOF PANEL 3"x 2"x 0.050" • EXISTING Z Q END BEAM O • #14 x 4"SMS W/ • BUILDING � 0 E-GUTTER W/#12 @12"O.C. � O z 1"x 1"x 1/8"ALUM TOP&BOT.(3 PER PANEL) 1 1/2"DIA.NEOPRENE EXISTING — — — —— — Z W � ? ANGLE W/(3)#12 W Z x 3/4"SMS EACH SIDE FACED WASHER @ 6"O.C. F//,/ BU I zt z1 1/8"x 2 1/8"x1 1/8"x 0.050" I J(2)1/4"DIA. I 1 (3)3/8"DIA. ALUM RECEIVING CHANNEL I Q Q z w3"x 2" THRU BOLTS W/(3)#12 x 3/4"SMS EACH Z THRU BOLTS SIDE OF BEAM&(2)3/8"DIA. p �UPRIGHT OR POST N Q w wSEE SHT FOR ADD'L 2"x 5"SMBTHRU BOLTS INTO THE POST MEMEBER INFO. 3"x 3"x POST I (3)3/8"DIA.THRU BOLT I i LWL J z 0 - - 2"x5"SMB -- I o _ 3"x 3"x 0.093" a- ~ o POST O 00 O LL m 0 U a z z S COMPOSITE ROOF TO POST CONNECTION S-� COMPOSITE ROOF TO POST 4TH WALL DETAIL S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL ° ZN _ SCALE:NTS Z A-A SCALE:NTS — z m `+ /�-A SCALE:NTS C /'1 `�F G (D F N a Zw w m v a a d J F m m w a ( � Lu w Qa Q LLI z 2 . 0 Z ¢aJa w ~ALL z x 0Z � m #14 x 4"SMS W/ J O 3"COMPOSITE 1 1/2"DIA.NEOPRENE ILL LLJ O ~ ROOF PANEL FACED WASHER @ 6"O.C. LL F a r 3"x 2"x 0.050" z 3"COMPOSITE I 2"x 3"� EDGE BEAM w ROOF PANEL #14 SMS x 1"MIN.LONGER I x 0.050" I O THAN PANEL W/1 1/2"DIA. J — — L4 #14 x 4"SMS W/ x o r 1 1/2"DIA.NEOPRENE NEOPRENE FACED WASHER I o I I 2'x 3" O x 3 @ 12"O.C.ALONG LENGTH I N x I I x 0.050" � z FACED WASHER @ 6"O.C. OF ALL END BEAMS L J L — - — VINYL SIDING INSTALL PER 0 MANUFACTURER'S 1 1/2"x 3"x 1 1/2"x 0.062" v CHANNEL W/(2)#12 x 3/4" Z) ALUMINUM 1 1/2"x 2 1/8"x 1 1/2"x 3"x 0.062" SPECIFICATIONS SMS EACH SIDE N 0 SHED CORNER ALUM RECEIVING W/(3)#14 x 3/4"SMS INTO CHANNEL N a Lu EACH SIDE OF BEAM&(3) INFILTRATION BARRIER Lu - — — — #14 x 3/4"SMS INTO POST OVER 1/2"PLYWOOD FASTEN 2"x 3"x 0.050" m 07 m ® 3"x 2"x 0.050" — @ PANEL EDGES W/#10 O ® END BEAM a x1"@ 6"O.C.&@ 12" O.C.@ HOLLOW @ 16"O.C. < W_ LU INTERMEDIATE SUPPORTS Q U U O DIY z � E-GUTTER W/#12 @12"O.C. ® ® • _ U LUw EL- TOP&BOT.(3 PER PANEL) I I I I LU (n 0) 1 1/2"x 2 1/8"x 1 1/2"x 0.062"x 3'LONG 0 Y o Of co ALUM RECEIVING CHANNEL W/(3) I EDGE BEAMO " " " " Lo 0 i-1 3"x 2" I #14 x 3/4"SMS EACH SIDE OF 1 1/2 x 3 x 1 1/2 x 0.062 0- Lr) BEAM&(2)3/8"DIA.THRU BOLTS I I I I CHANNEL W/(2)#12 x 3/4" INTO POST SMS EACH SIDE DRAWN BY UPRIGHT OR POST TP SEE SHT FOR ADD'L I I I I I I MEMEBER INFO. I 1"x 1"x 1/8"ALUM 111 DATE DRAWN ANGLE W/(3)#12 x 3/4"SMS EACH SIDE I I I I O �2��22 1/4"DIA.x 6"LAG SCREWS @ 12"O.C. REVISION A S-3 COMPOSITE ROOF TO POST(ab-CORNER CONNECTION S-4 EDGE BEAM TO SHED POSTS CONNECTION S-5 WALL ASSEMBLY&CONSTRUCTION DETAIL Q A_A SCALE:NTS n-4 SCALE:NTS A-A SCALE:NTS SHEET NO: A-4- r c� W W a Lu d O z Mlzt O rO U z W (.0 z W z # ci J z Q Q Z w O w) Z v C7 LLI V) Q Lu 2 W t> Z) LL J z 0 O 7 cc Q a a 0 a 00 LL G N LL U v o z z N O u, z — w z zW o N a w w m v a Y a J F m m N W QN w m m r LU QW s � C) z ¢r J w w — OC � r O z O m r J W o Ox LL o ~ 3 3"COMP ROOF PANEL SELF-MATING BEAM w < a z of O J ui CL ui U 7 • • • I I w 1 1/2"x 2 1/8"x 1 1/2"x 0.062" 00 m x 3"LONG ALUM RECEIVING \ I 0 LU CHANNEL W/(3)#12 x 3/4" \ \ I Q U uj U O SMS EACH SIDE&(3)#12 x \ � IX z 3/4"SMS INTO BEAM \ \ I U J WLLJ EL O W � � 0) \\ \ I 12" T ce) 2"x 3"x 0.050" \ \ I = Y SO O J KNEE BRACE \ I UPRIGHT d Ln LL LL \ ® DRAWN BY \1 1/2"x 2 1/8"x 1 1/2"x 0.062"x TP 3"LONG ALUM RECEIVING DATE DRAWN CHANNEL W/(3)#12 x 3/4" 01/20/22 SMS EACH SIDE&(3)#12 x 3/4"SMS INTO POST I I REVISION S-G KNEE BRACE CONNECTION DETAIL 4 A_c SCALE:NTS SHEET NO: J A-5-