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HomeMy WebLinkAboutPOOL ENCLOSURE PAPERWORKCONTRACTOR: Southern Screen Solutions DESIGN CRITERIA: Applicable Codes. Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Pan 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF par 6lh Edition (20171 Florida Building Cade, Appendix I Section 105.1 2. Dead Lead:2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category I. 3.2, Ultimate Resign Wind Speed: VULT =150 MPH Nominal Design Wind Speed: VASD = 116 MPH _ 33. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category fur Aluminum Structures, Section 2002.6: Category TYPE I - Screen Enclosure / Screen Room: Non -Habitable. Unconditioned RoofType 1. Roof Type: MONOSLOPE / MANSARD / GABLE 2. Roof Material _3" x 48" x 0.024" composite panel Elite 2000, 1.0# density farm. Florida Product Approval Number FL 7561-R4. Foundation Design Existing concrete. No additional concrete footing or slab Is recruited to resist the loads Imposed by the proposed construction if the existing slab Is a minimum 4" thick with an 8" x 8"thickened slab edge and In sound condition, free from structural cracking. spaliing. or other deterioration Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a Concrete shall conform to ASTM C94 for the following components: I. Portland Cement Type I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 III. Air entraining+/-1%- ASTM C 260 iv. Water reducing agcm- ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall wnform to: I. Reinforcing Bars- ASIMA615, grade 60 ii. Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parrs 1, 2, and including hot weather recomntmdations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface areafor termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL AB aluminum components embedded within wncrete shall be coated with a bitumiuous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series •400". 4. Ali Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18114 screen unless approved by Florida Aluminum Engineering, Inc. S. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screw tracks or upright, the pavers must be banded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 9. All Bashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a fitnit of fiability not to exceed design and engineering fa. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 1 1X2 x 2DJ j I 0 2X20J ��y I x N I a m 2X2 2)(2 0 •I lira IX2(n?) 4'-6," 4'-6� * 34'-2" 0 t 1X2(TmP) N 32+00%N N A-2 N N N ,� 2X2 2X2 2X2 2)(2 2X2 2X2 "> 1X2(T P) A-3 A-3 A-2 5-84 5'-84• 5-8.4• 5'-84• 5'-6" 5'-8• Q Z O O O w W :V * cad lY Q O in s :i0 U) i Q•••• ..... • Q�0 1 W W w Z_ 0 Z LLI O W LL K fL owl Z Q 0 LL k-- 7'-6• --# U Z� z z Iu W 6g 71 u zm 0 LU 9 CPAAI*D TP DRAWN BY BY DATE DRAWN St. LuciaCOp* 06/03/18 A-1 I ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"X 0.0w, 2x 3: 2"x3"x 0.050" 2x 4: 2"x4"X 0.050" 2x 5: 2"x5"x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x O.OW' 1 x3: 1"x3"x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3"x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x4 SMB: 2"x4"x 0.044"x 0.100" 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" 2x 7 SMB: 2" x T'x 0.05T'x 0.120" 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 2 x 9 SMB: 2"x9"x 0.072"x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINDdUM FASTENER EDGEDISTANCE: M" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR SIMPSON TTTEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): IT W / BUILDEX OR EQUIVALENT MEMBER SZE EDGE"C' 2X4 A" 2X5 1" 2XB-2X70 IN' EAVE RAIL (SEE A-1 FOR SZE) 'ERNALLY SCREW THRU BEAM W/ (3) #10 x 1 12" SMS 1"x FASTEN TO EAVE RAIL W/ #10 x 1 112' SMS 6" FROM UPRIGHT & 24" O.C. (1) 12" DIA x 212" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. 2" x SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) PATENT PENDING IN x SMB UPRIGHT -EA-1 FOR SIZE) rD UPRIGHT TO BEAM CONNECTION A_2 SCALE NTS 1 114" 118" x 2' x 2" EXTRUDED ANGLE 5052 H82 ALLOY EA SIDE 1"x 7' O.B. BASE PLATE - TVP . •.'. -. �' . IIM'MN Cg1C 21N-MNCQC • ANnO•®m'1 'nNCNoav®eosva a ' WNW' 5d MIN EDGE DISTANCE FROM SLAB/FOOTING EXTERIOR OF COLUMN TO SEEPLAW - "• OUTSIDEEDGEOPSLAB- SIDE VIEW (1) 12" CIA THRU SOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCKJAM (1) 3I8"DIA CONCRETE I NUT, JAM NUT W/ THREADLOCKER MAY BE USED SCREW ANCHORS TIGHTEN TO CONTACT - DO NOT (21/4" CONC. EMBED) I I OVERTIGHTEN 4" 1"x 2" BASE PLATE ANCHORED TO CONC W/ 11C CONCRETE SCREW SLAB/ FOOTING s: •• ANCHOR (MIN. 1114" EMBED) SEE PLAN 8" MAX EACH SIDE OF POST AND 24" O.C. MAX FRONT VIEW / 13 �2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM W/MIN (4) #10 x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER NOTE SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRANANG. 014 SMS ® 1 114' O.C. r(Zx7 SMB: 20 TOTAL) (2x8 SMB: 24 TOTAL) TYP NOTES 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL. 2. AS SEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. 21/2" x 1/8" x (GIRT OR PURLIN WIDTH + W" x BEAM DEPTH OR UPRIGHT DEPTH -12') ALUM BACKING PLATE 6063-T6 ALUMNINUM CHAIR x 1 12" SMS INTO ✓BOSSES OR SELF -MATING BEAM C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE MS 2 x Z'PURLIN - NOTCH BOTTOM FLANGE TO OVERLAP UPRIGHT 2 x 2'x 1/8"S052-H32 ANGLE EA SIDE OR 2 x Z' x 0.062" 5052-H32 RECEIVING CHANNEL 2"xT 1"x 2" x 0.044" OPEN BACK INTERNALLY SCREW TO UPRIGHT W/ (2) #10 x 1 12" SMS & FASTEN TO SAVE RAIL W/ #10 x 1 12' SMS SPACED B" FROM UPRIGHT AND AT 24" O.C. NOTCH POST, FOR 2" x i (2) #12 x 3W EACH LEG EACH SIDE - SCREWS SHALL ENGAGE BOTH PURLIN AND UPRIGHT L�UPRIGHT TO PURLIN CONNECTION DETAIL A-2 SCALE: NTS o"c) LU U) �Cv w L41 LLI 6 Z z W Z A a aZ c) N W W LL 0 � _ a H Q we w 0 Z �2� OzR i LLJ UL (ALu o L i 0 m 0 Q Y y U D Z W � a U) a d 0 N r M a LL V O LL DATE DRAVO 06/03/19 REVISION \ p SHEEP N0: A-2 IIIIIIq/',,i * \\,,1,,1111111 6"WIDE x 0.125"'7"BRACKET NOTE \\\\�� .. •��•'•. 0 w� EACH BEAM ATTACHED TO FASCIA W/ 3/8" 3" LAGS (2) 318" DIA x 4" LAG SCREWS FOR 8" WOE EXTRUDED GUTTER \♦♦ 4:1 : • • •• "Y� ,wI ••• �A x (3 PER BRACKET) AND (1) 3/8'x 3" SPANS GREATER THAN 30'-0" BRACE REQUIRED AT ALL BEAM OR UPRIGHT (1 3/8" DIA %d" LAG : M LL '. Y� LAG (�24"O.C. AT GUTTER DIA x LAG ATTACHMENT POINTS W Cl) ) SCREW INTO EXISTING NGLEp)� +Q : Z O O O • 7"z 7'z 0.044"OPEN BACK S RE SCREW INTO EXISTING E #10z3/4"SMSINTO GUTTER LIP OVERHANG FRAMING PROVIDE x"tA INTO EACH '• (o MEMBER AS INDICATED Q, : W LU • J •. Q OVERHANG FRAMING OR RAFTER TAIL OR RAFTER TAIL BELOW II : U Q • Z BEAM INTO SCREW BOSSES BEAM INTO SCREW BO6SE5 7'SMS i N ; / ���j �• Z F •. rn tl ST (1)#14x B" FROM BEAM AND 24" O.C. '�����``••--••• •• FROM)SEAM AND 24MO.C! NOTE: •.••• \ CONNECTION DETAIL _. _. — _ _ — _ _ �114.0" � ••'••••�O \\\ RAIL ,'''//// SIMILAR tl1111 `ON' W LLI MATING ELEMENT L1J d m • • CONTRACTOR TO VERIFY (4) #10 x 7' SMS FROM CONTRACTOR TO VERIFY 7' x 4" FASCIA- IF LESS CORNER POST C7 , ama O .� \ • FASCI - IF LEz Z'x 7" T' INTO SCREW BOSSES x4 ( W Z \�• THAN 7'x 4"FASCIA, 4" SUB FASCIA SHALL BE v 1/6'z Tx 2"x 2'ALUM •• SUB FASCIA SHALL BE PLACED OVER, LENGTHEN 6063-T6 ALUMINUM J c Q Q ANGLE W/ (4) #14 x 34' 5" SUPER PLACED OVER, LENGTHEN LAG SCREWS TO FULLY 4" x 4" x 1/8" PLATE / Z Z SMS EACH FLANGE EACH SIDE GUTTER LAG SCREWS TO FULLY 5" SUPER GUTTER PENETRATE SUB FASCIA W/ #14 x 1" INTO EACH / 1 W �_ OF BEAM PENETRATE SUB FASCIA F OTHER FASCIA, ADD 7'x MEMBER AS INDICATED / K- BRACE w N Z F OTHER FASCIA, ADD 2"x 4" PT FASCIA w/ 1/T LAG • FRONT WALL: 3" x 7' x 0.070' N N Q W 4" PT FASCIA w/ 12' LAG BOLTS - 7 t2"INTO TRUSS / SIDE WALL:TxTx0.045' Ul BOLTS -112"INTO TRUSS TAILS - COUNTERSINK • �im — — — — ULL O J 21/8"ni V8"n.062"(MIND TAILS -COUNTERSINK FLUSH. WHEN INSTALLING • • m _ ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, _. -- ....._ __ _._ ._ _._ _._ _. y' ~ W/MIN. (2) #72 x 3/4" SM8 12" LAG SCREWS, PRE -DRILL W 3/8" DRILL TO 1 PREDRILL w/ DRILL TO PREVENT SPLITTING. BASE PLATE SPLITTING. PREVENT SPLITTING. �Zs § �\ --A GUTTER BRACE DETAIL & PSCR H-_l CORNER K-BRACE DETAIL cz — d V j GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A-3 SCALE: NTS G ( Z_ EItNTsTTACHMENT 3 SCALE: MS aR W Wamm i Z tl poo c a O W LL 2" x 7 x 1/8" ANGLE x 8" LONG 5082-H32 EXTERNAL RECEIVING CHANNEL PROVIDE#14 x i" INTO EACH MEMBER AS INDICATED FULL HT OF BRACE BELOW W/ (2) #12 EACH FACE WOOD I #70 z 3z 3" WOOD SCREWS, 6" FROM GIRT & Q 12" O.C. N CONC: 1/4"DIA z3"CONCRETE \ • 6063-T6 ALUMINUM d"x 8" x 1/8" PLATE VI 00 SCREW ANCHOR, 6" INTO EAVE RAIL u1 INTO I J FROM GIRT & 0 24- D.C. EACH MEMBER AS EACH Q GO (4)#tOz772'INTO \ INDICATED in W W SCREW BOSS ROOF BRACING CONNECTION DETAIL m Q U K- BRACE •� I X K - - — — -- -- -- FRONT WALL: 3" x 7' x 0.070" • • Ill x z III" LL SIDE WALL: Tx Tx 0.046" _ _ _ o _ _ _ T _ Q EL N 5052-1-132 EXTERNAL o•• o H- O O J v2"x2'ORTx3"HOLLON RECEIVING CHANNEL - -- - • — — — — O. LL. V LL LL I FULL HT OF BRACE W/(2) 912 EACH FACE GIRT a • o DRAWN BY I SECTION GIRT K- BRACE / I IRT �•i FR • // / DATE DRAWN SIDE WALL: 7'xTx0.048" 7"x 2' / 4"(MIN)UPRIGHT 06/03/19 (3) # 12 SMs REVISION INTO EAVE RAILlid, A� © c—A 1X2 TO HOST STRUCTURE DETAIL H-_ ROOF BRACING CONNECTION DETAIL H-Z - A- ] SCALE: NTS ^-� SCA E NT�S INTERMEDIATE K-BRACE DETAIL J !1 ^-2 SCALE: NTS SHEEP N0: F1 A- 3 CONTRACTOR TO VERIFY 2' 1", Z'x BACK x 4"FASCIA-IF LESS THAN 2"x .044"OPEN ♦`,``,,Wi � • : • •• '• d"FASCIA, 2"zq"SUB FASCIA THRU BEAM INTO SCREW ♦♦♦�� • •• SHALL BE PLACED OVER, BOSSES & (1) 1/4" DIA ♦ M -- LL 6• •r 2y LENGTHEN LAG SCREWSTO x 1 72" LAG SCREW 8" FROM BEAM & 24" O.C. Q • y V i O 0 w FULLY PENETRATESUB 2"z 2'x 1/8"ALUM ANGLE • : Z p J 3 (2)1/8"x2"x2"z4"ALUM FASCIA IF OTHER FASCIA , W/(4)#14x 3/4"SMSIMO (1)3/8"DIAxb"LAG a • W CO * W Q • ANGLESW/ (4) #12x"" ADD 2'x4'PT FASCIAw/12' \ BEAM &(2)1/4"x31/2' SCREW INTO EXISTING i �U Q 0• Z• EMS EACH FLANGE LAG BOLTS - 1 12' INTO \ LAGS INTO FASCIA \ OVERHANG FRAMING N V ; TRUSS TAILS - COUNTERSINK \ OR RAFTER TAIL 6 ; 0 (p tk . FLUSH. WHEN INSTALLING 12' LAG SCREWS, PRE \ <\ G Z �I� `O ••••• •• ((�y -DRILL ,''wo., MATING ELEMENT SPLITTING.ILL TO PREVENT MATING \ �' - _ - - ELEMENT -�.. \ - � - STRUCTURAL \ GUTTER \ e • d' \ • • W LLI LLI b S' MIN CONTRACTOR TO VERIFY a J I LONG 7- CKET @ FROM CORNER 2•'x 2'x 1/8"x 2'ALUM. 2"x4"FASCIA-IF LESS THAN Z'x 4" FASCIA, x 4" Q EACH BEAM ATT6ACHED O RECEIVING CHANNEL SUB FASCIA SHALL BE z Z FASCIA WJ I/4"x3"LAGS (2 W/ (4) 414 x 5M" SMS 3/4" PLACED OVER, LENGTHEN Q CL N PER BRACKET) AND (1) 114'• O.C. INTO BEAM -EA SIDE LAG SCREWS TO FULLY N x 3" LAG @ 24" O.C. AT & (1)1/4" x 2' INTO FASCIA PENETRATE SUB FASCIA N QC W GUTTER AND (4)#12x1" •I 6. IF OTHER FASCIA, ADD 2'x LLI C U SMS INTO GUTTER LIP o 4" PT FASCIA w/ 1/2'LAG LL • GUTTER BOLTS -112"INTO TRUSS 0 = 2 BRACE TAILS -COUNTERSINK 0- F • FLUSH. WHEN INSTALLING 12" LAG SCREWS, PREDRILLw 3W DRILL TO PREVENT SPLITTING. �Uw m Z G-2 MATING ELEMENT ATTACHMENT 0 GUTTER CORNER DETAIL G-3 MATING ELEMENT TO FASCIA ATTACHMENT DETAIL Z e g & D I N A-4 SCALE:NTS A-4 SCALE: NTS y 4 5Zpma nn S Q W f5 -< i Q W az Z g�l-�- 7/8"x2"x2"EXTRUDED TO CORNER F5 0 POST W/#12x 111E/2®SMS T6'FROM Z a ANGLE 5052 H-32 ALLOY TOP & BOTTOM RAILS TYPICALLY LL W W/(4)#14x3/4"SMS • • 2&'O.C. INTO DJ �r 1/8'x 2'x 2"EXTRUDED ANGLE 5052 CORNER POST H32 ALLOY EA CORNER W/ (2) #14 X T' SMS INTO POST & (1) 3/8" DIA I •. CONCRETE SCREW ANCHOR INTO . '4 . i .• I CONCRETE 2 MNm (2)#10 x 11/2' SMS +171 �!x�HORe1 SLAB/FOOTING ° aeE0M:Nr THRU SCREW BOSSES �- ---r SEE PLAN ':e . °.. ° 'NCONC .. 1' ' ° ` ! • BEDMENT 3" x 3" X O.OB3" POST �. •: '• SLAB FOOTING (2) SO" DIA CONCRETE BEE PLPN ..' d ... .'WSCREWANCHORS(3"GONG. SIDEVIEW EMBED) ' SIDE VIEW Q Y LU W U 1"x2"OB W11/4"CONCRETE I INTERNAUEXTERNAL (1)3/8"DIA CONCRETE (4)#14 x 3/4"SMS t--T� CORNER OEf W/1"X2"� I BACKSIDE OC Z W SCREWANCHOR6" 3"x3"x 7/8"EXTRUDED SCREW ANCHORS 2"x2'OJ INTO POST N W ~ d 10 FROM UPRIGHT POST BASE W/(2) 3/8" (21/4"CONC. EMBED) �QN rn H- 24" O.C. (MIN. 3" EMBED.) DIA THRU BOLTS 3/8"x LENGTH AS REQUIRED 0 N O V M FOR 2114" EMBED CONCRETE O d _ _� SCREWANCHOR INTO LL LL CONCRETE DRAWN BY --- "," -' '— - 1"xTBASE PLATE ANCHORED TO CONC LA71/4" TP °r J t.4 CONCRETESCREWANCHOR .�•. • 1"X 2" BASE PLATE ! (MIN. 1/4" EMBED) ° DATE DRAWN •4. ! •` •' ANCHORED TO CONC W/ 1/4" r • . ° 6" MAX EACH SIDE OF POST ° r ! 06/03/19 4 • CONCRETE SCREW ANCHOR • ° '4' •'°a AND 24" O.C. MAX ° (MIN.11/4"EMBED) ' a REVISION 6" MAX EACH SIDE OF POST r. 1 _ AND 24" O.C. MAXI • r a3" x 3" POST TO CONCRETE CONNECTION DETAIL FRONT VIEW A-4 SCALE: NTS FRONTVIEW 4 _ DJ-1 DOOR JAMB TO CONCRETE DETAIL CR1 SHEET NO: A-4 SCALE NTE CORNER POST TO CONCRETE DETAIL SCALE: NTS A-4 a IIII\I%W 11l I f 111IIII A. fz C' LL o ,2u1 a::w v �c W a'� 0 � ii�III�� ''•... .. Illfffl1111111111g11 QUO; ,�� * pc K LLI W Z d m E UT t w zg J cr x Z Z . 0 Z w 2 UU LL O J 3 0 2 a a ♦— a c c 0 c G c ��s u �$Ny J Zmmm 2 d' Q W W as NOTE NOTE 6"WIDE%0.125"'2"BRACKET #14SMSx1°MIN. LONGER THAN EACH BEAM ATTACHED TO PANG W/ 1 1/T DIA NEOPRENE CARRIER BEAM W/ #14 x 3" FACED WASHER 0 24" O.C. ALONG EMS (3 PER BRACKET) AND LENGTH OF ALL END BEAMS ADDITIONAL BRACE AT 24° 1 12" x 3" x 1 1/I' z 0.050" O.C. AND 010 x 3/4"SMS ALUM RECEIVING RECEIVING INTO GUTTER LIP CHANNEL 1 () #1 0x la TEX SCREWS C 8° O.C. 1"z T z 0.044" OPEN BACK W/ x 212E SMSTHRU #14 %4" SMS EXISTING HOST WALL BEAMM INTO INTO SCREW BOSSES 1 t2" DIA NEOPRENE (1) #10 x 111T SMS 6" FACED WASHER ® 8" O.C. FROM BEAM AND 24" O.C. 3" COMPOSITE ROOF FLASHING - INSTALL ADD SECONDARY G ANLES " UNDER EXISTING DRIP EDGE FOR SPANS GREATER yi;! :1cS',~'�"%4 3" x 0.067' EXTRUDED 2°X3"PB j / THAN 30'0" w: v- <-:L!:r +MMV �! RECEIVER CHANNEL — — / #14 z3/4"SMS®8'O.C. TOP AND BOTTOM 1 / • W/ 1 11T DIA NEOPRENE • �� GUTTER TO BEAM WASHER ® TOP SCREW ONLY MATING ELEMMk"�.n:+;:TCONCRETE' • o CONNECTION W/ • • #14 x 2112ESMS n.'�AJ "Jr ^'�,;-'qi j ntiM; ~itih' ?:t >✓4� AT IT O.C.(2)i/4"x3"OUICKSET • o o `!:'�L - - ANCHORS INTO WALL • • i Tx 6" SMB T_ : +�..5.�•evh. 11 / WOOD: -� CARRIER BEAM ALUM RECEIVING CHANNEL (2) 114E x LAG SCREI^/5 \ • W/ (3) 014 x 3/4" EMS EACH INTO WALL L 1/8"x Z'x Tz TALUM \ o •• (2)T7SCRE x3" BEAM SIDEINTO BEAM / ANGLE W/ (4) #14 X 3r4" 5" SUPH2 �(3) 3/8° DIA. 3" COMPOSITE PANEL G ECREYJS EMS EACH FLANGE GUTTER ® 6" O.C. EACH SIDE OF BEAM THRU BOLTS I / � 3" x 3" %0.003" 21/8" x 1 i/8" z 0.06T (MIN.) POST ALUM RECEIVING CHANNEL W/ MIN. (2) #12x 3/4"SMS S-'I COMPOSITE PANEL TO FASCIA DETAIL S BRACE TO POST TO ROOF PANELATTACHMENT DETAIL SCALE:NTS A-5 S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL _GUTTER A-4 SCALE NTS A_5 SCALE NTS o Z ; Oza a� 4z LJJ Lu LL H ee! 0 DO Q LLI Q YTWAU Z W_ O ¢ y D m N�Koi d LL V LL DRAWN BY TP DATE DRAWN 06/03/19 REVISION SHEET NO: A-5