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HomeMy WebLinkAboutPLANSCONTRACTOR: VH Exteriors Inc. DESIGN CRITERIA: Apulieable Codes. Regulations, and S andards 1. The 6rl F ition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part I -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 per 6lh Edition (2017) Florida Building Code, Appendix I Section 105.1 2 Dead Load:2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: Vmr =150 MP Nominal Design Wind Speed: V- _ 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002A 4. Building Category for Aluminum Structures, Section 2002.6: Category TYPE 1- Screen Enclosure / Screen Room: Non -Habitable, Unconditioned RoofType 1. Roof Type: MONOSLOPE/MANSARD 2. Roof Material: 3^ a 48" x 0.032" composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-R4. Foundation Design Existing concrete stab. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction Ifthe existing slab is minimum of 4" thick and In sound condition. free from structural cracking. scallion. 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 compensate: I. Portland Cement Type 1,- ASTMC 150 ii. Aggregates - Large Aggregate 31V max - ASTMC 33 III. Air entraining +/-1%-ASTM C 260 iv. Water reducing agent- ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: I. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wite fabric - ASTM Al85 C. Concrete slump at discharge chute not less than V or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f. Prior to placing concrete, treat the entiresubsurface areafor tertnites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shaft be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall he 6005 TS Alloy 3. Fasteners are required to be corrosion resistant, n inimum SAE Grade 2 or better zinc plated to ASTM B633, or coated staintess steel series "300", or uncoated stainless steel series "400". 4. All SelfMating Beam Sections are to be stitched with either 014 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of0.024 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. Dom 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 screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, [hinsef, or 3,000 PSI grout to ensure full positive contact with concrete. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a Emit of liability not to exceed design and engineering fee. WIND SPEED. -EXPOSURE HAVE BEEN DETERP.. „D USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. .V-S'-0---k a A-3 ( I ) AL)- Q s� mew) FOR ® ,pL1A"0r_- Ole/c+olimes s®V0 23'-10" - - 11'-0° -{ x 34'-10• f 1 X2(T)P) ''t'a zs Nm xm N x� A-2 NVI m c xo Kr Nm try X ^' N zn 2X2 2X2 2X2 2X2 N N 2X2 2X2 2x2 xZ 1xz(TrP A-3 A-2 A-3 5'-11.}• V-11ri° 5'-11ri• 5'-11ri" 5'-6• 5'-6" N%%�Lw * �;•�pe) LL6• e ; z o 0 0' a ; w :o w IX a 0 6- •: I Z to Qv: LU W UJ :ILE0P` z z az O a r"'it H Z N w w J U- 0 C a A-5 1X2 N O in 20 s X q X N X to 1X2 I SCANNED BY St. Lucie County U s Z?" m 5zW 3 Os JQ LU a LU ee ¢ 0 OJ W I 9 LL t/1 W a cc M N Q 00 b co zZz W_ �RFa ccrn � NYm a3N°LL TP DATE DRAWN 04/17/19 A-1 ALUMINUM MEMBERS DIMENSION llll//Iq `\\\\Ntll .. / HORUDED LLOW PIONS Z x ANGLE 5052 H 32 ALLOY EA . •• Jlw' //// 2x3: 2;x3"x0.050" SIDE ,,`/k �� _. .� // 2x 4: 2"x4"x 0.050" : c) LL •�•2U5 l 2 x 5: 2" s 5" x 0.050" T (7 OPEN BACK SECTIONS FRIGHT o = d W H ¢ L 1x2: I"x2"x0.040" 1 x 3: I"x 3" x 0.045"co O.B. BASE PLATE -TYP i Z ���•. SNAP SEC7n0NS ' .. :. '' i •x wnar+c j�0 • // 2 x 2 Snap: 2"x2"x0.045" m� 3"1N•wmc a nnuwRemem.m+r „. //I y(• ••. "••• 2 x 3 Snap: 2" x 3" x 0.050 'xNLiOaFNBEOV N� r N • 2" MIN EDGE DIS 2 x 4 Snap: 2"x41'x0.045" SLAB/FOOTING _ - ._•a' ^. _ ENTERIC OF CO UMN TOOM SELF MATING (SMB) SEE PLAN -' OUTSIDE EDGE OF SLAB X :2"x4"x0.044"x 0.100" SIDE VIEW 2 1/2" x 1/V' x (GIRT OR PURLN 2 x 5 SMB: 2" x 5" x 0.050"x 0.10" WIDTH +1/2"x BEAM DEPTH LJ 2 x 6 SMB: 2" x 6" x 0.050"X 0.120" (1) 12" DIA THRU BOLT W/ NYLOCK OR UPRIGHT DEPTH -12') W d L 2 x 7 SMB: 2" x 7" x 0.057'x 0,120" JAM NUT -IN LIEU OF NYLOCK JAM ALUM BACKING PLATE Z 2x SSMB: 2"x8"x 0.072"z0.124" NUT, JAM NUT W/ THREADLOCKER (1)3/8"DIA CONCRETE MAY BE USED BOBS -TB AIUMNINUM C 2x9SMB: 2"x9"x0.072"x0.124" SCREW ANCHORS TIGHTEN TO CONTACT -00NOT Z V 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) OVERTIGHTEN _ — — _ w 7p t J a a� Z Q MINIMUM FASTENER EDGE DISTANCE: LIT' Z UM MINIMFASTENER SPACING: 3/4" _ (4) #10 x 1 1/2" SMS INTO O Z •-. CHAIR RAIL MEMBER SCREW BOSSES 1N U CONCRETE SCREW ANCHOR:' , e„ a• BASEPLATEANCE SAIPSON-TITEN HD OR EQUIVALENT EQ SCRERED W CONC W/i/4"CONCRETE SCREW CONC LL O SHEET METAL SCREWS(SMS): ANCHOR(MIN. 11/4"EMBED) O = - ITW /BUII,DEX OREQUNALENT SLAB/FOOTING •• c• 6" MAX EACH SIDE OF POST AND I--. IL24" SEE PLAN O.C. MAX I C SNAP OR SELF -MATING BEAM ¢ FRONT VIEW ONLY Q c C z r! \ 7 x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL �\ 1PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: z ., m e s & c SCALE NTS A-2 MS A_2 q G � a J rz g G Q W z a W i mm IF Z_ m g 4 F $� 0 z t NOTE O v 9 SEE C # OFUST SCREWS. J W LL Lu SCREWS S SHOWN WN FO IL SCREWS SHOWN FOR ILLUSTRATIVE ILL ESQs PURPOSES ONLY. DO NOT COUNT 5 555 SCREWS ON DRAWING, 6 2 MEMBERSQE EDGE"C' 2'x EMS BEAM NOTCHED OVER UPRIGHT ( SEE A-1 FOR SIZE) 2"x PURLINS ATTACHED TO #145M5®11/4D.C. BEAM W1MIN (4) #10 x 1 1/Z' SMS (18 TOTAL) r PLACE WASHER UNDER SCREW L IN GUSSET CORNER 2x2'PURLIN-NOTCH BOTTOM FLANGE TO OVERLAP UPRIGHi� 2.7.1/8"5052-H32 ANGLE EA SIDE n F S 2X4. 2X6-2X10 ty" FLASHING 2 z 7 x 0.082" 5082-H32 RECEIVING i 3/16"5052-H32GUSSET CHANNEL i EAVE RAIL (SEE A-1FOR SIZE) INTERNALLY SCREWTHRU BEAM -_i-_------_ l�q QD W/(3)#10z112SMS 2"x2'ERUSION aQ 1".2"x0.044"OPEN BACKINTERNALLV Y F ® // SCREWTO UPRIGHTW(2)#10x 112" \(2)#12z 3/4"EACH LEG Q O LU FC 1"x FASTEN TO EAVE RAIL 11f4°TW / /j SMSSFASTEN TO EAVE RAILIM EACH SIDE -SCREWS SHALL N Z of 2 W/ #10 x 1 12" SMS 8" FROM j 518' TYP #10 x 1 12" SMS SPACED 6" FROM ENGAGE BOTH PURLIN AND b - L11 UPRIGHT&24'O.C./-" UPRIGHT AND AT 24"O.C. UPRIGHT =L= 0_ R / O Q � F R (1)12"DIAz212"THRU BOLT /jj 28" NOTCH POST AS REQUIRED �sJs c^O OJ W/NYLOC JAM NUT, JAM LIEU 1" a S N ILL LL OF NVLOCK JAM NUT, BE UNUTSED MIN. / FOR 2"x2'EAVERAJL W/THREADLOCKER MAY BE USED I UPRIGHT DRAWN BY / a 2"x SMB UPRIGHT TP (SEEA-1FORSIZE) B i 5. TES: GUSSET DIMENSIONS ARE MINIMUM (2) DATE DRAWN INSTALLATION REQUIREMENTS: BOLT ISTOBE INSTALLED REO'D - (1) EA SIDEOF BEAM - MAY BE 04/17/19 NOT DAMAGE BASE MATERIAL AS BEAM OR EXTERNAL. REVISION DO NO OVER TIGHTEN. PATENT PENDING 2. SUBTRACT SIZECHANGES,TO ADD OR SUB TRACT SCREWS TO MAINTAIN 11/4" Q - CSPACING. 3. GUU SSET LENGTHS REMAIN CONSTANT, - WIDTHS CHANGE TO MATCH BEAM SIZE. r\ ,UPRIGHT TO PURLIN CONNECTION DETAIL - rD UPRIGHT TO BEAM CONNECTION E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM A-2 SCALE: NTS SHEET NO: A-r1 SCALE MS A-2 SCALE: NTS GG L A-2 8"WIDE x 0.126"2"BRACKET NOTE ,``,01H11I1' ® EACH BEAM ATTACHED TO �N '� V ,�5/� FASCIA W73/B°z3"LAGS (3 (2) 'DIA x4°LAG SCREWS FOR ,� .'• • �/ 0, V PER BRACKET) AND (1) 3/8" x 3" SPANS GREATER THAN 3G-0" `�� _� • • • % �I' 'N t" LAG ® 24" O.C. AT GUTTER - : • (✓✓ ) (L i Z w I (1) 3S" DIA x 4" LAG Q (, '4' O 1"x 7 x 0.044" OPEN BACK SCREW INTO EXISTING O j 1"x Y"xE#14x ANGLE W!(2) tY10 x 212' SMSTHRU OVERHANG FRAMING - [L co W : Q PROVIDE #74x 1"INTO EACH : W BEAM INTO SCREW BOSSES OR RAFTER TAIL MEMBER AS INDICATED BELOW N : F V'• Q (1)#10x 11f2'EMS 6' i�G W • �: \ FROM BEAM AND 24" O.C. �� `i •••• Z POST x0.093" \ \ \ I CO NECTION DETAIL - - - - - - ,''O RAIL I/I mill (2) 3W CIA CONCRETE SIMILAR SCREW ANCHORS MATING IT' CONC. EMBED) ELEMENT W W T[ � 1"x 2'OB WD 1/4"CONCRETE INTERNAUEXTERNAL • CONTRACTOR TO VERIFY K m e SCREW ANCHOR 6' 3"x3"x 118"EXTRUDED �'. • 2"x4"FASCIA-IF LESS CORNERPOST Z z FROM UPRIGHT & ® POST BASE W (2) 318" • THAN Z' x 4" FASCIA, Z' x 4" W z 24°O.C.(MIN. 3' EMBED. DIA. THRU BOLTS 1/8°x2"x2"x 7ALUM �• • SUB FASCIA SHALL BE SC i ANGLEW/(4) 914 x 314" 5"SUPER PLACED OVER, LENGTHEN J EMS EACH FLANGE GUTTER LAG SCREWS TO FULLY 6063-T6 ALUMINUM i Q Q 0 - -- ---- ----- EACH SIDE OF BEAM 4"%4"x V8"PLATE / Z a W 2 PENETRATE SUB FASCIA -- - - F OTHER FASCIA, ADD 2' x W/ #14 x 1" INTO EACH / O 62 MEMBER AS INDICATED W 4"PT FASCIA / K-BRACE In LU 3 ' I BOLTS -112"INTO TRUSS • FRONT WALL: 2"x31 0.050' i 211Wx 11/8"x.06Z' MIN. TAILS -COUNTERSINK + / SI DE WALL 7 x 2° x 0.046' LWL FLUSH. WHEN INSTALLING L•! 0 _ .' ALUM RECEIVING CHANNEL 7- - - - - -- - se'. .•1/2- LAG SCREWS • a o = a d • n ... W/MIN. (2)912x 3/4"SMS PREDRILL w/ 3W DRILL TO PREVENT SPLITTING. C BASE PLATE B'13" x 3" POST TO CONCRETE CONNECTION DETAIL = Z Z ^ G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL - A-3 SCALE NTs H- I CORNER K-BRACE DETAIL (g Im LL SCALE: NTS q A-3 A_3 SCALE NTS � Z m •; a a J cc s rLL Q W WLO� o z oW 9 LL - A -A 1 12 GAGE ON 2" x 5° x 1/8" 6083-T8 2" x 2' x 1S" ANGLE x 8" LONG SCREW ANCHORS ALUMINUM STRAP PROVIDE 914 x 1"INTO EACH n ® ® ® 6063-TB ALUMINUM MEMBER AS INDICATED 3 WI (4) #12 x 3/4" IN BELOWEACH LEG & C ® ® J ® OE SCREWS) #12 C _____I_- -.__ - ----- _ 4 POST • CL ••• 8063-TO ALUMINUM N J • 4°xS"x 1/8"PLATE Lu NTO EACH 4MEMBER AS a rA A� INDICATED Y C \ Q ¢W DETAIL#2 K. BRACE • V c 1"x 2'OB Vd 1/4"CONCRETE 3"%3"x 1/8"ALUM FLANGED FRONTWALL:2"x3"x0.05(r o f� III e b Tq Z W Z SCREW ANCHOR 6' POST BASE W/ (2) 3/8" DIA THRU SIDE WALL: 7 x Z' %0.046" _ 1 - y • . - _ - _ -LuQ lL FROM UPRIGHT&® BOLTS INTO POST & (6)1/4" DIA x 312°CONCRETE SCREW 24"O.C.(MIN. 3°EMBED.) t1"t 2"x5"xNU STRAP • • • • 0 J KM ANCHORS INTO CONCRETEr. _ ___ _ _ _ _ - - w t` ALUMINUM STRAP 00 fiW7(4) ALUMINUM GIRT 7e %� • gg • -- O.SNILLL W/(4)#12x 3/4"IN - - ' - - - - EACH LEG & (2) #12 I / / K. BRACE / I • GIRT DRAWN BY j TOESCREWS / / FRONT WALL: 2"x Wx 0.050" / TP • •a SIDE WALL: 7 x 7 x 0.046` / / 4' (MIN) UPRIGHT DATE DRAWN 4 •• / t 2"2--y • • 04/17/19 A - REVISION DETAIL#1 B'2 _ INTERIOR 3" x 3" POST TO CONCRETE CONNECTION DETAIL H_3 ROOF BRACING CONNECTION DETAIL H-Z INTERMEDIATE K-BRACE DETAIL © _ A-3 SCALE: MS A_3 § AL : NTH I. SCALE: NTS - A_3 SHEET N0: A-3 I * ```�� ..• • • • •�•• WI 8" DEx 0.125"'Z" BRACKET 71/2"x 3"x17rY' 0�" ALUM RECEIVING �II•� Q• %• ''V 7h d 2y (c!} EACH BEAM ATTACHED TO CHANNEL W/ (1) #10 Q y LL FASCIA W/ W" x 3" LAGS (3 z 12' PER BRACKET) AND (1) &W x 3" LAG 24" TEK SCREWS. B" O.C. d ll.l (p W J g O.C. AT GUTTER #14 x 4 7/8" SMS W'III/— — EXISTING HOST WALL 2 . U F O• 1 1/2" DIA NEOPRENE FACED WASHER S' O.C. I N j °• % U) � • O Vx 7'x O.C" OPEN BACK @ �G •. Z W/ (2) #10 x 212" SMSTHRU BEAM INTO SCREWBOSSES 3" COMPOSITE ROOF 10,0 l� • '•.,, ' •(�V FLASHING - INSTALL �[" 1 �0./ ���, •.•� O `� (1) #10x 112' SMS 6'• ::� �' iF` 3+ UNDER EXISTING DRIP EDGE 2" x 3" PB / c /j///iI///*���N�,,,` FROM BEAM AND 24"O.C. �°'P•.!. ••Ty-ni'�`�' 3" x 0.052" EXTRUDED RECEIVER CHANNEL - - - CC LLI #14 x 3/4"SMS@6"D.C. • a TOP AND BOTTOM • W UJ d - s- °• ' M GUTTER TO SEA CONNECTION W/ W/ 1 1/2" DIA. NEOPRENE WASHER @ TOP SCREW ONLY _ _ _ - _ / -m _ ,..._ #14x212"SMS AT 17'O.C. - .q„( j:.:yxbzjY:'.�5.4,!'r.r'+n-r`.-'�'�e+Sr +�'i'J`.' CONCRETE 21/4"x 3' OUICKSET () W 2"x 7'x 1/8"x 7'ALUM. F' .k« qyl Y�.Y a'\:'�'�\'Y•-{nii!1\eye ANCHORSIMO WALL iC RECEIVING CHANNEL W/ 2"x SMB j�I72 fix. i,>'•=v'c'r_L'�!c•i x.•ti '0`'' 'ter �''!�"'F m km?':; ": 712ALUM RECEIVING V2"x CHANNEL ALUM RECEIVING CHANNEL 04"x Q Q Z (4)#14x S/fi"SMS CARRIER BEAM rTw,t„'i;.df;'.,: 1^','-^.C,tn,r: .L.. "+c^":'� •- 3" GSCREVuS LA z 7 -1/4" O.C. IWO M Wf (3) ikl4 x &4" SMS EACH / INTO INTO WALL 0-W 0 EACH SIDE EACH SIDE SIDE INTO BEAM !7! 5" SUPER GUTTER 1 (4)3/8"DIA (2)1/4" DIA x 3' H asC W LL U THRU BOLTS LAG SCREWS 3" COMPOSITE PANEL @ 6" O.C. C U. 0 0 3" x 3" x 0.093" POST S-'I COMPOSITE PANEL TO FASCIA DETAIL S-Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL �Uw m Z Z \GUTTER BRACE TOPOST TOROOF PANEL ATTACHMENT DETAIL A_4 SCALE:NTS /1_.1 SCALE: MS /Y 'Y SCALE NTS A-4 z�� Q WLu z y�W6mm ❑ z g 1"x T'O.B. FASTENEDTO CORNER 2 f s POSTN9412xi 12"SMSATS"FROM O z S W M" x T' x 2° EXTRUDED TOP 8 BOTTOM RAILS TYPICALLY!(/ LL ANGLE 5052 H-32 ALLOY1 • • (4) #14 x 3/4" SMS 24° O.C. • •—INTO DJ � I V8"xTz2"EXTRUDED ANGLE 5052 (1)3/8"CIA x4"LAG CORNER POST H32 ALLOY EA CORNER W/(2)#14x7' 6" WIDE x 0.125" Z° BRACKET SCREW INTO EXISNNG ' - I SMS INTO POST B (1) 3/8" DIA CONCRETE SCREW ANCHOR INTO ATTACHED TO OVERHANG FRAMING '.R ' 'b.:• A CONCRETE F24"O.C. FASCIA Wf&8"x3"LAGS OR RAFTER TAIL : (3 PER BRACKET) AND z!w•me caz: (2) #10 x 1 12" SMS (1) 3/8" x 3" LAG @ 24" O.C. AT SLAB / FOOTING THRU SCREW BOSSES GUTTER SEE PLAN ! 21/4" MIN CONC e '�,..4 ' • ANCHOR EMBEDMENT 3" COMPOSITE ! • SLAB /FOOTING . - ' N J PANEL. SEE PLAN a'q • l.., U) • - ..._vS;+"ihi. SIDE VIEW- ,. .. , .,. r.. '"s '✓�,-"',<.,`�T'���;r;��,hSIDEVIEW Q ¢w O O .ry-....,.. }-7'--{ CORNER POST W/1"x2"(r$ N ZLU (1)&8°DIA CONCRETE (4)414x&4"SMS I I BACKSIDE W q CONTRACTOR VERIFY SCREW ANCHOR 2" z T DJ INTO POST W S d 3"x 0.052"ALUM RECEIVING 2"z4"FASCIA-IF LESS IF (21/4"GONG. EMBED) 3/8"z LENGTH AS REQUIRED Q J LO H" C CHANNEL THAN 2"x4"FASCIA, 7'x 4" SUB FASCIA SHALL BE - FOR27/4"EMBED CONCRETE W 99 0 O J r� 6" O.C. TOP AND BOTTOM OP AND BOTTOM SCREW ANCHOR INTO d 7 N LL W/1 1/7' DIA NEOPRENE WASHER PLACED OVER, LENGTHEN - -- - CONCRETE DRAWN BY STOP SCREW ONLY LAG SCREWS TO FULLY - _ _ _ 1"xTBASE PLATE PENETRATE SUB FASCIA ANCHORED TO CONC Wf 1/4" _ _ _ �• -I•P IF OTHER FASCIA, ADD 7'x %,', CONCRETE SCREWANCHOR -" (2)#12X3/4"SMSWf NEOPRENE 4" PT FASCIA VA i2' LAG BOLTS -112"INTO TRUSS TAILS -COUNTERSINK "� ': e' 1"x2"BASE RATE ANCHORED TO CONC W/'U4" .. a '. •` • '. MINREWANCHO ( )a 6 MAX EACHAND 24EOOCPOA a I DATE DRAWN 04/17/19 FLUSH. WHEN INSTALLING CONCRETE SCREWANLHOR •? q •.•' • REVISION 5" SUPER GUTTER 12" LAG SCREWS, (MIN. 1 1/4" EMBED) '„ 4 f---6� .e PRE -DRILL vA 3/8" DRILL TO 6" MAX EACH SIDE OF POST •$ ° ~ PREVENT SPLITTING. AND 24" O.C. MAX . 8' i ' 4 1 - S-9 FRONT VIEW FRONT VIEW COMPOSITE PANEL TO GUTTER CONNECTION DETAIL DJ-1 DOORJAMB TO CONCRETE DETAIL CP-1_ CORNER POST TO CONCRETE DETAIL 4 Q_t} SCALE MS SHEET NO: A-4 SCALE: MS A-4 SCALE NTS A 4 No ON ?�:'�� ILs'�2ya 'ecz p c o Ca :U v IW- �. Q� Z :i Q 4 O: .. a'L ..'. WOOD: /' •.. ,,''I ....•• \ �pr\ ROC•8 �IIIIIII FROMGIR&@ 2OD ONG 1/4" DIA x 3" CONCRETE I*IIIIN f 3, SCREW ANCHOR, S' 00 FROM GIRT & @ 24" O.C. W Ul I Z 0. Op C SCREW BOSSINTO cn I w Za w 1!i J Q Q Z u Z z KX>O 2"x 2'OR 2x 3"HOLLOW Q Z I SECTION GIRT Lu U LLL O s 1"xZ' z F =< _ a g c u LL �Zs § Z C-I Z' o u 1X2TOHOSTSTR CTUREDETAIL N�> � A-5 J z tO N s a z MIJ2-�1 Q W W6m z Q W ?m Y V CONTRACTOR TO VERIFY Z'x s z ~f, o 4°FASCIA-IF LESS THAN Z'x — t 4° FASCIA, 2" x 4" SUB FASCIA 9 Q SHALL BE PLACED OVER, LZ u LL T LENGTHEN AG SCREWS TO JiE CONTRACTOR TO VERIFY Z'x FULLY PENETRATE SUB PENETRATESUB (2)1/6" x 2" x 2" x 4" ALUM 4" FASCIA - IF LESS THAN Z'x ASCIA IF OTHER FASCIA, ADD e ANGLESW/(4)#12x 6W 4" FASCIA. 2"x4"SUB FASCIA 4" PT FASCIAw/12"LAG LL SMS EACH FLANGE SHALL BE PLACED OVER, BOLTS -1 1/2" INTO TRUSS LENGTHEN LAG SCREWS TO TAILS -COUM COUNTERSINK FLUSH. C FULLY PENETRATE SUB /,T- WHEN INSTALLING 1YY LAG LL FASCIA IF OTHER FASCIA, SCREWS, PRE -DRILL wl 3B" C _—_—_— ADD 2'x 4" PT FASCIA w/ 1/2" I DRILL TO PREVENT SPLITTING, 1 VW x 210 x 1 lrr' x 0.062' 1VAx 21/8"x 11R"x 0.067' MATING ELEMENT LAG BOLTS-1 1/2" INTO TRUSSTAILS-COUNTERSINK 1"x 2' BEAM DEPTH CHANNEL W BEAM DEPTH CHANNEL W1 ? — — -- — -- — — — — FLUSH. WHEN INSTALLING • (2)1/4° DIA. x Z' (6)014 x 3/4"SMS INTO BEAM EACH SIDE 8 (2)#14 x 3/4"SMS INTO BEAM EACH SIDE& c 1/2" LAG SCREWS, PRE -DRILL TO LAG SCREWS PER (8) #14 x 3/4" SMS INTO (2) #14 x 3/4" SMS INTO e w/3/8"DRILL PREVENT SPLITTING. o i - rU in ;V aw GUTTER BRACE CARRIER BEAM CARRIER BEAM H — ¢ t •I j � m W Q � � u _. •I 2" x 2„ o U) LL a p`+ 12x i'12"SMS • ¢ ¢OU @12"O.C.(TYP) 12'x g gw T'SMB • b Z L-I}—�\` LLJ (4) #74 x 1"SMS J • GUTTER I I - • • • • • N LL 8" LONG "T' BRACKET Q BRACE • I — — -_ _ — — _ - - - C LL DRAWN BY EACH BEAM ATTACHED TO _ _ _ - - — — — — — — -- FASCIA WH/4' x 3" LAGS (2 ° TP PER BRACKET) AND (1) 114 1"x 2" RAIL 1"x y. 8" W DE x 0.128"'Z" BRACKET x 3" LAG ® 24"O.C. AT CANTILEVERED I EACH BEAM ATTACHED TO 2"x i SMB DATE DRAWN GUTTER AND (4) # 12 x 1" 6" INTO FACE FASCIA W/ 3/8" x 3" LAGS (3 PER CARRIER BEAM SMS INTOGUTTER LIP OF SMB BRACKET) AND (1) 3/8"x3"LAG 04/17/19 24° O.C. AT GUTTER REVISION 2"x 2'x 1/8"ALUM ANGLEW/ Q _ (4) #14 x 3/4" SMS EACH FLANGE S_t} MATING ELEM ENTATTACHMENT C/D GUTTER CORNER DETAIL S-5 ATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL _S-6 CARRIER BEAM - TO ROOF BEAM ATTACHMENT 4 - SHEET NO: A-4 SCALE: NTS A-5 SCALE, NTS A-5 SCALE: NTS A_ 5 1