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HomeMy WebLinkAboutDETAIL PAPERWORKcoNTRAcrOR: Coastal Alumiriun , instruction Inc. DEIGN CRITERIA: 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, Part 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. 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT = 150 MPH. VASD =116 MPH 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if theresist the loads imposed by the proposed construction if the ecistln� slab is a minimum 4" thick with an 8" x 8" thickened slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in in sound condition, free from structural sound condition, from structural crackingspalline or otherspalline 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 1,-ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% -ASTM C260 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 wire fabric - ASTM Al85 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, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous 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. All 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. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 7. Door location shall be determined by contractor in the field. 8. 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, thinset, 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 limit of liability not to exceed design and engineering fee. WIND SPEED AND' ".)SURE HAVE BEEN DETERMINIL -tING THE ADVANCED T-ECHNOLOGY_COUNCIL'S WEBSITE AN 2XBSMB CARRIER BEAM 2X8SMB CARRIER BEAM 17'-0" N%%" 1: C Cl' Li A. t., --0-0 a: W to :U 4( W a 4 O 10 Z inn 'i,'O�� ......... QR6 / � o 1X2 — 8'-0 ST. LUCIE COUNTY BUILDING DIVISJ REVIEW FOR COMP IAN REVIEWED B DATE IV 1; 12 PLANS AND PERM MUST BE KEPT ON d0 OR NO INSPECTION WILLB MADE THESE PLANS AND ALL PROPOSED 11011n ARE SUBJECT To ANY COpR'sCTIONS REQUIRED BY MELD INSPECTORS 711AT C YNE i1EC1 S�siit 1N ORDER TO COMPLY WITH ALL APPLICAULE CODES. FASTENERS OR ATTACHMENTS ARE THE RESPOHSI6ILTTY OF THE CONTRACTOR OF RECORD LRECEIVED NOV 2 9 2018 cie County, Permitting K ui W w p: Z m uZi Z Z Q z O ° vWi N N LU aZ LL J O O a 2- ZZP 5 Z_ WrcRY LtJLU W6�m 0 Z p-rt OZ1 LL LJJ SCAMP BY Lucie C 6i W ? Q w no Gco UjQ=U� iY J d C7No a DRAWN BY CD 11 /01118 A-1 Transverse Gable / Flat ALUMINUM MEMBERSDIMENSIO'' - HOLLONV-SECTIONS------ - - — iB"XT'x2"EXTRUDED �•. �1� i� 2 x 2: 2" x 2' x 0.046" - - -- --- -- _ ANGLE 6052 H-32 ALLOY EA \\\ ; •o) 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" SIDE - - - - - - -- --- - _ _ -___ _-______ _ 2 LL6'�Ly 1 --- --- _.���•4, 2 x 5: 2" x 5" x 0.050" �Qt2-i —%-- UPRIGHT uj to---0— Q B. jK W J 3 OPEN BACK SECTIONS • U F- O Q x2: 1"x"x 0.04" ® 3N H O 1 3 I x 3: 1" x 3" x 0.045" i �° •, j O (q !c ... 7"X T'O.B. BASE PLATE-TYP ' G •, Z ���i40 SNAP SECTIONS • ... n e 'rrc lwn�e+e •� •.. •• - 2-x 2- Snap; -2"x 2'-x 0,045" _ '.XHc�a��y� '• ,,,', "• ... 2" x 3" x 0.050" 2 x 3 Snapp: - - - - m • Ed MINE DISTANCE FROM / 2x4$na 2"X4"x0.045" / SLAB FOOTING '� 'i -- EXTERIOR COLUMN - I SEE PLAN •'.' OUTSIDE EDGE OF SLAB 21/T'x 118" x(GIRT OR PURLIN SELF MATING SIDEVIEW WIDTH t 1/'2"x BEAMDEPTH 2x45MB: 2"x4"x 0.044"x 0.100" OR UPRIGHT DEPTH-1/2') W W a 2 x 5 SMB: 2" % 5" x 0.050"x 0.100" (1) 1/2" DIA THRU BOLT w/ NIVLOCK ALUM BACKING PLATE W C. G MB 2 x 6 S: 2" x 6" x 0.050"x 0.120" JAM NUT- IN LIEU OF NYLOCKJAM 6063-T6 ALUMNINUM Z 2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" NUT, JAM NUT w1 THREADLOCKER I �� 2x8SMB: 2"x8"x 0.M'x 0.124" (1)3/8"DIA CONCRETE MAY BE USED ___� C Z SCREWANCHORS (21/4"CONC. EMBED) TIGHTEN TO CONTACT - DO NOT— OVERTIGHTEN — — — ( W Z C B 2x 10 SMB: 2"x 30"x 0.092"x0.398" J Q 2 a MINIMUM FASTENER EDGE DISTANCE:IR" - — — - — — (4) #10x 11/2, SMS INTO SCREW BOSSES Z d w Q 6 MINA4UM FASTENER SPACING: 3W - - CHAIR RAIL MEMBER N m •'. Ln a W a CONCRETE SCREW ANCHOR: 4" ' e'e• I T'BASE PLATE ANCHORED TO I W 5 SIMPSON TTTEN HD OR EQUIVALENTgNCHOR CONC W/ 1/4" CONCRETE SCREW LI_ Q 2 SHEET METAL SCREWS(SMS): SLAB/FOOTING •. (MIN. il4°EMBED) s'�-,F� 8"MAX EACH SIDEOF PO5i AND CC F '< ITW / BUILDEX OR EQUIVALENT SEE PLAN 24" O.C. MAX UPRIGHT / BEAM n• [ 0 PFB: PORCH FACTORY BEAM FRONT M EW c 6 V cu C PURLIN OR GIRT TO BEAM OR POST DETAIL 0 Z Z m a B UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS C � A-2 SCALE: NTS C Z A3o � o J � LLmm Q W idmw z F Z� < t OZa c i J W LL ROOF BEAM LL (SEE A-1 FOR SIZE) CONT. T x 2" EAVE RAIL } -��3/4" MIN. SPACING I}}-'--'-J, 1T 2"OPEN {-i-SB"NPQ EDGE -NOTCHOVERLAP BOTTOM HEOTHRT SECT ION ATTACHED THRU FLANGE TO OVERLAP UPRIGHT FLANGE TO UPRIGHT TO BEAM W/ (2) • e RAIL 0joX11/2" SMSB' SMS, W RAIL W/#10xi1/T'SMS, 3" • • SHEEr 1 SEESHEALSIZ 2%2"x7/8"5052-H32 ANGLE EA SIDE i �1 EACH SIDE OF UPRIGHT I • • • FOR ACTUAL SIZE OR 2 X 2" x 0.082" 5052-H32 RECEIVING 8 24" O.C.• ® • m m CHANNEL .� � WOOD: _----- -- I #tOX3"WOOD SCREWS. B" I m • a --�. N Z FROM GIRT & @ 12" O.C. • 7 LLI GONG / 2'xZ'DURUSON �� cc } 1/4"DIA xWCONCRETE SCREWANCHOR, 6" I / __.._._ __ FROM GIRT&@24"O.C. EACH SIDE OF BEAM CHSI E OF / / 1"%T'%0.044°OPEN BACK INTERNALLY Q W cD m I SCREWTO UPRIGHT W9(2)#10x 111T' (2)#12x 3/4°EACH LEG Q m (4)#10%11/T'INTQ I / // 24" MAX SMS & FASTEN TO EAVE RAIL W/ EACH SIDE- SCREWS SHALL J m SCREW BOSS / / SEE SHEET Al #10 x 1 1/7' SMS SPACED 6" FROM ENGAGE BOTH PURLIN AND U) J FOR ACT UALSIZE UPRIGHT AND AT 24"O.C. UPRIGHT LL2 y O U 0Qzm2mNOTCH POST AS REQUIRED 1' Q N 4 H.2'.R FOR 2"x T'EAVE RAIL d L7 N d LLUPRIGHT A4 FOR SZE) I o • o(SEE PRIGHT DRAWN BY I TP X 3" HOLLOW . I SECTION GIRT I - DATE DRAWN 2" x 3' x 0.050' KNEE BRACE Wl T' 11 /01 /18 1"x T WIDE x 0.050" ALUM "H" CHANNEL Wl (3) #12 x l" SMS INTO EACH SIDE REVISION OF UPRIGHT AND BEAM & EACH SIDE L Q OF KNEE BRACE ' F UPRIGHT TO PURLIN CONNECTION DETAIL r-- 9X2 TO HOST STRUCTURE DETAIL /�� / D 1UPRIGHT TO BEAM & KNEE BRACE CONNECTION A_2 SCALE: NTS y SHEET NO: A_.f SCALE: NTS GI A_2 SCALE: NTS A-2 M Illo \III 11„1•' 41 8"WIDEx 0.125"'Z"BRACKET 1 SS. CABLE ." % ,\\\\\\\I � — -- - - — — Y' x 2" x 0.044" OPEN BACK - - @ EACH BEAM ATTACHED TO 1/8" X 6" x 1 1!4" A-36 GALV. \\ ••• W/(2)7F70x2-1/T SMS - - - - - - - - FASCIA _ _ _ STEEL CLIP W/ 3/6"DIA (2) �� • �`�/ •� • • / .• / /j �y THRU BEAM INTO SCREW BOSSES$ 1)1!4"DIA ( PER BRACKET)AND (1)3/8"x3" — _ _ _ - - - - - - _. - - _ _ _ _ _ _. _ —_ CONCRETE$CREW c • i Q• i e-v LAG /@24"O.C. AT GUTTER — _ - -_ _ _ _�_� :•�!/ LL z 1 1/2"LAG SCREW 8" ANCHOR = Q �2' -o- 2"x 2'x 1/8"ALUM ANGLE FROM BEAMB ,24"O.C. (1)3/8"CIA x4"LAG SCREW INTO EXISTING o J a W/ (4) #14 x 3/4" SMS INTO (1) 3/8" DIA x 4" LAG 1"x 2" x 0.044" OPEN BACK OVERHANG FRAMING DEL. COMPRESSION C (L W :(� v LU Q O; BEAM & (2) 1/4" x 3 10 SCREW INTO EXISTING W/(2)#10 x 21/2"SMSTHRU OR RAFTER TAIL SLEEVES ,. (n F- LAGS INTO FASCIA OVERHANG FRAMING BEAM INTO SCREW BOSSES as as •• % O 1n �•: OR RAFTER TAIL 6" _ • Z /i • (1)#10x 11/2'SMS FROM BEAM AND 24"O.C. p 0•••• .•' ;� ELEMENT ;,���I�Q 11111111\\ \ • ° • • �.- — • •- • • SLAB / FOOTING SEE PLAN c - - - - p W 5 � � • • _ — 1/8" S.S. CABLE L W p: • • — — — — — — — 2"xVIN 11/4"x 55/8"x1/8" � Z5 aa z CHANNEUm.L RECEIVING CHANNEL MO CONTRACTOR TO VERIFY T ALUM FLAT BAR O Z x (4) #14 x 5/8" SMS 2°zb"FASCIA -IF LESS F IN 8063-76 ALUMINUM Q CONTRACTOR TO VERIFY i-0/4"O.C. INTO BEAM THAN T'x 4"FASCIA, 2'x 4" 4;'� J z 1pp, 2"x 2" z 1/8" x 2' ALUM. 2" X 4" FASCIA - IF LESS THAN 2' x 4" FASCIA, 2" x 4" EACH SIDE SUB FASCIA SHALL BE OVER, 3,g Q Z G RECEIVING CHANNEL W/(4014x 5/8"EMS 3/4" SUB FASCIA SHALL BE PLACED LENGTHEN LAG SCREWS TO FULLY .4 SLAB/FWTER Z 1 W O PLACED OVER, LENGTHEN PENETRATE SUB FASCIA MID DEPTH N H O.C. INTO BEAM - EA SIDE &11/4"x 2'INTO FASCIA () LAG SCREWSU FASCI IF OTHER FASCIA, ADD 2" x ', a4 H Q W ( PENETRATE SUB FASCIA 4" PT FASCIA W 1/2' LAG W F OTHER FASCIA, ADD 2' x 5"SUPER GUTTER BOLTS -112"INTO TRUSS as ' G J LL O 4"PTFASCIAw lf2'LAG TAILS - COUNTERSINK •a" - BOLTS- S FLUSH. WHEN INSTALLING TAILS COUNTERSINK 1/2" LAG SCREWS, 1 j . WHEN INSTALLING FLUSH. WHENINSTALLING PRE -DRILL w/318"DRIULTO i I I 1/2' LAG SCRFA^ PREVENT PREVENT SPLITTING. SLAB!FOOTING PREVENT SPLITTING. SPLITTING. RETESCREW" CHORMBED CONCRETE SCREW ANCHOR SEE PLAN C G ^ I = Z G Z MATING ELEMENT TO FASCIA ATTACHMENT DETAIL G-'I GUTTER BRACE & PURLIN ATTACHMENT DETAIL f'I-� CABLE CONNECTIONS AT FOUNDATION y SCALE: NTS A-3 SCALE: MS Z t m b SCALE: NTS A-3 1 J = A-3 LL m M s Q W H5. - Q W 2�2 w q2_q p Z gx22 C Z. 2"x 5" x 1/8" 6063-Te N LL W 1/8" x 2" x 2" EXTRUDED ALUMINUM STRAP - ANGLE5052H-32ALLOV • • (4)#14x 3/4"SMS 6063-TS ALUMINUM • a INTO DJ W/(4)#12x 3/4"IN EACH LEG & (2) #12 TOESCREWS .'4t .n . �'.$., ---- I I ---- (9)#14x 3MEMS f 1N'MW CgJC � u�woaeTnee�mort SLAB/FOOTING ' ' ••• • 1/8"PLATE ON 45°ANGLE SEE PLAN ':i • ° 8081T6 ALUMINUM / I L1An z Lu SIDE VIEW DETAILm / — — — — -- p Er of /" p w o Go rn rn 2"x EYE BOLT FOR CABLE TENSION }} Lu 1n J H- M (1) 3/8° DIA CONCRETE SCREW ANCHORS 2"z 2' DJ ALUMINUM STRAP U INU STRAP • / W< O U 0 Q 2 EMBED) 8063-T6 ALUMINUM � � (21/4"GONG. W!(4)tl12x 3/4"IN Q o O EACH LEG & (2) #12 1 U N d LL TOESCREWS I / / I DRAWN BY PERIMETER FRAMING DATE DRAWN 4 --- 1"X2"BASE PLATE ••° 11 /01 /18 ANCHORED TO CONIC W/ 114" -4 a — — CONCRETE SCRANCHOR ° • as SCREW a REVISION (MIN. 11/4"EASED) a 4 DETAIL#I _ 1 6" MAX EACH SIDE OF POST e AND 24"D.C. MAX '6" Y•, .' H-3 - ROOF BRACING CONNECTION DETAIL FRONT VIEW - H-2 CABLE CONNECTION AT CORNER SHEET NO: DJ-1 JAMB TO CONCRETE DETAIL A-3 SCALE: NTS _DOOR A-3 SCALE NTS lk 6063-T6 ALUMINUM71VI - - -V_ d • 2 i112'x16'x0.125^ALUM Q �'(' - - _LL1wSTRAP W/ (5) #14 x 3/4" AN 1°z7' O.B ATTACHED EACH SIDE IN BOTH 2"x SMB CARRIER B[5AM 8 1N aWWOF U V OFROM POST W/#12x 112"SMS 6" BOTTOM AND 24" O.C. = : _ O 4V 6063-T6 ALUMINUM_ ra Z •••• y ` _ 6"x 6"x 0.125" ALUM POST / - - - - / O ••. • •••• .• '• �� - wo., 5/8" DIA ALL THREAD ROD 118 W/2"x 2'%1/8"WASHER/- - 1"x 2" O.B. BOTTOM PLATE ALVANIZED/ZINC COATED W/ 1/4" 1 114" CONCRETE 6" MIN EMBEDMENT x EMBEDMENT SCREW ANCHOR SIMPSON SET OR EQUIVALENT /i 6083-T6 ALUMINUM 172'x 12'x 0125"ALUM INNER BEAM C 8^FROM POSE AN024"O.C. STRAP W/(5)#14x 3�4" i Lq Z ... ... _ __- - -- _ _ - -- CARRIER BEAM 8 POST •. .i t'4:':i,. 'v;:. J. 1'. ;•.p :.'.e.:-.i ' / z C Wcc � •, .. ,.4 ::.•... :: .: ,. ° `. •... j &� j ¢Z u ._ �•'� • �'... :.•• ; .'• _ 1: � '. ";. .; ..' t �`?• 2"x 7'x 1/8"x 2^VADE ALUM ANGLE 5052 H32 ALLOY - _ - - _ •' '+' ••• ~•.• ....y.: •.• EACH SIDE OF UPRIGHT 1"z2" O. B. ATTACH TO UPRIGHT' / N Z 2 W/(4)#14z3/4"SMS EACH FLANGE / WITH (2)910x27/2'SMS THRU INTO SCREW 6083-T8 ALUMINUM CA CC UPRIGHT BOSSES 6"xB'x0.125' 7"x Z' O.B.ATTACHTO UPRIGHT LL G 4°x4"x1/4"x 4°LONG ALUM 1"z 2" O.B. ATTACHE PLUS #10x 112"EMS &'FROM ALUM POST WITH(2)#10x21/2'SMSTHRU 0 0 ANGLE EACH SIDEOF UPRIGHT EACH SIDE OF POST / EACH SIDE OF UPRIGHT AND UPRIGHT INTO SCREW BOSSES w ` TYPICAL AT 24"O.C. MAX / PLUS 11"SS 6"FROM 2 CL F W/#12x7 1/2'SMs EACH SIDE OF UPRIGHT AND B'1 8" FROM BOTTOM �/ / TYPICAL AT 24"O.C. MAX �u c 0 L s c G'xG'POST TO CONCRETE CONNECTION DETAIL AND 24"O.C. 6063-TB ALUMINUM S ALUM POST / / 2"z 2'x 1/8"X4"MADE ALUM A_A SCALE: MS 't ANGLE EACH SIDE OF UPRIGHT Z S W/ (6) #14 x 3/4" SMS EACH Z and CARRIER BEAM CONNECTION + FLANGE A-4 SCALE NTS s-i CARRIER BEAM CONNECTION AT CORNER �Z"a3 'j E A_ 1 Y SCALE: 14TS J R LL^ m S F66�� Q W W Q W ZggJV 0 ZF� G I 7,17 11/8"X21/8"x11/6'x0.067'ALUM 6063-T6 ALUMINUM 6" x &' 46ST _ _ — — — — — a� (7 p g S RECEIVING CHANNEL W/ (8) #14 x 3/4" x ALUM POST Q Z J� W EMS INTO EACH SI DE OF BEAM & LL -I - - - W/ (2) 12" DIA. THRU BOLTS INTO (2)12" DIA. POST AND CARRIER BEAM THRU BOLTS INTOP AND CARRIERBEAM L -- - J 2"x 2"x 1/6°x EAVE BEAM --- -- DEPTH INTERNAL ALUM h I z^XsmB AN rav-11 RECEIVING CHANNEL 2"x2"1/8"x2"LONG `- �,�_.. _.. ..._-_� ROOF BEAMW/ 2"x2"x 1/8"x ROOF BEAM EVd (4) #14 x 3/4° EACH FLANGE 5052 H32 ALLOY ALUM 4"x4"x 1/4"x4"LONG ALUM 6063-TSALUMINUM DEPTH ALUM ANGLE EA CH 1 ANGLE W/ (2) #12 x 1 1/Z' ANGLE5052 H-32 ALLOY 6" x 6' x 0.25" SIDE OF UPRIGHT W/ (8) SMS INTO POST & W/ 5/8" DIA. ALL THREADED ROD ALUM POST #14 x 314" EACH LEG EACH SIDE (1) 3/e" DA. x 23/4" / "x 7'x 1/8"ZINC COATED 2"x 2"z 1/8"X8"LONG 5052 H32 ALLOY NII SIDE N Z CONCRETE EMBEDMENT 0 eHER W/ MIN.B" CONCRETE 2"zSMB ALUM ANGLE EACH SIDE OF POST W/ o a SAVEW SCREW ANCHOR EDMENT SIMPSON SET OR CARRY BEAM (5) #14 x 1"SMS EACH FLANGEBEAM2" BEAM z SMB • • ._. W1"x T O.B. 4EQUIVALS,rr 2"x 2°1/8"x 2" LONG 5052 H32ALLOY CARRY BEAM - - - - - - m m ALUM ANGLEW?-(2)#12x712"SMS INTO POSTB ® ® 2"x SMS ' • to •� I- Q W_ O U (1) 3/8" DIA x 23/4" CONCRETE _ _ ROOF BEAM ❑_ < EMBEDMENT SCREWANCHOR ® ® O Z 7/8 - - - 0 0 w ¢ mQ OJ I NOTCH UPRIGHT AROUND d U' 04 0_ LL 1"X2 -- 0 -- REFER TO DETAIL CARRIER BEAM DRAWN BY __ _.._ ._.. ... 0 ® DIA-2 FOR KNEE BRACE TDEPTH 6063-TB ALUMINUM 0 0 CONNECTION 2"x 2" X 1/6" x ROOF BEAM TP 6" x 6" z 0.12E -- - --- 1"z T FASTEN TO CARRIER BEAMOM#10x 112"SPACE ALUM ANGLE EACH SIDE OF UPRIGHTWI(8) FUPRCH DATE DRAWN ALUM POST 1"x 2'O.B. 6"FROM ENDAND@24"O.C. HIDE LEG EACH SIDE 11/01/18 1"x 7'O.B. W/#12x 112'EMS 6"FROM POST AND 24"O.C. --",P ALUM RECEIVI NGCHANNELW/ 1LU z2CEIx1 CxNNELW(6)6 z ALUMINUM REVISION A & 3/4" SMS INTO EACH SIDE OF BEAM 8 S6053-T6-x(5"x 8" %6° X 0.125" 6063-T6 ALUMINUM 6" x 6" x G25" WI (2) 12" DIA THRU BOLTS INTO POST AND CARRIER BEAM ALUM POST - © - B-2 UPRIGHT TO CONCRETE CORNER CONNECTION ALUM POST AT CORNER CONED-1 -��-'4 BEAM TO UPRIGHTSCALE' SCALE NTS A-4 4 SHEET NO: _ RONT WALL POST TO CARRY BEAM @ ROOF BEAM TN.1TsCTION A_4 LOCATION CONNECTION DETAIL SCALE: NITS A 4 * - PROVIDE GUTTER BRACE@ - EACH BEAM AND @ MIDPOINT \\% �I - - - - BETWEEN BEAMS. CONNECT \\\\'t� •• \ V� ••LL - - - - - - - - - - - • •M •'•. '��i TO GUTTER W((2)-#8 x5/a"\\�� - - - - ' CONNECTTO FASCIA W/(2) - -- - - O3/8"DIA%4"LAG - - - - - - _ _ _ _ - - - - - - _____A :•�/ .� d i y 318"z 2'LAG SCREWS SCREW INTO EXISTING •. -a - - - Q - - OVERHANG FRAMING Z O �- RAFTER TAIL a , uJ 10 * LU 11/8"x 2118"x 11/8"x 0.092" _ ALUM RECEIVING CHANNEL W/ (n • (3)#14x 3/4"SMS INTO EACH j G'•:% Q SIDE OF BEAM AND THRUWffi i Z �� INTO GUTTER THRU 0.062" •� ��/ ALUM BACWNG PLATE Q •., •. _ _ _ — — — — - • _ _ _ 40801011 0 11111111�,\ cER urr • BRACE ---- - - UPRIGHT SEE SHEET A-7 • ULI La — — — — — — — — — — — LLI • e o e z a ma TFOR (7 1/8" x 2" x 2" z 2" ALUM ANGLE 2" z BEAM NOTCHED O EACH SIDEOF UPRIGHT W/(4)#14x 3/4"SMS IMO SUPER GUTTER / o W Z a A BEAM 3 UPRIGHT - - .__ __ __. _ ___ __ ___ __ __. __ __ - __ __ _ J Q Q Z - - - -- - - NOTCH BEAM TO INSTALL 11B"x 211Wx 11/8"x 0.092" Q d N BENEATH GUTTER &SOFFIT. ALUM RECEIVING CHANNEL W/ - .._..__..__.. _ 1118"x 21/8"x 11/8'x 0.050' (3)#14x 3/4"SMS INTO EACHJ Z UU ALUM RECEIVING CHANNEL SIDEOF SEAN&(2) 3/8"x 3" W c U 2"x8"SMB W/#12x5B"SMS@8"O.C. EMBEDMENT CONCRETE C LLFLAT INTO BEAM SCREW ANCHOR 0 _ CARRIER BEAM F- a z S-2 CARRIED UPRIGHT TO CARRIER BEAM CONNECTION G-2 OTHCED BEAM TO WALL ATTACHMENT DETAIL Z. ? Im gmg e o § A-5 SCALE NTS A-5 SCALE: MS a q = ? Z � mnn Q Lu.9p� W Wimm 2 U o z Vmg C 3116" S.S. CABLE a s W 1/8" x 6" x 1 114" A-36 GALV. LL STEEL CLIP W/ (2) 31W DIA. x 2 3/4' EMBEDMENT CONCRETE SCREW (78) #14 x 3/4 SMS 7/8" x T x 2"x T' WIDE ALUM DEL. COMPRESSION ANCHOR �� ANGLE EACH SIDE OF 6063-T6 ALUMINUM SLEEVES 1B" PLATE ON 45° ANGLE UPRIGHT W/ (4) m e O.25" •a a 8083-TB ALUMINUM EACH FLANGE ALUM • m ALUM POST ; � , 4 ,4 2"x6"SMBC.B. 1/8"x2'x2"X Z'WIDE ALUM EYE BOLT FOR CABLETENSION • • • • / In W J ANGLE EACH SIDE OF a m • / } UPRIGHT W/ (4) #72 X 5/8" SMS SLAB /FOOTING • / Of EACH FLANGE SEE PLAN 4 I 0 W O • • ® / I m M Q 2"%8"SMB NOTCHED 3/16" S.S. CABLE / } C m • TO FlT BEHIND UPRIGHT 1114"x 5518"x 1/8" U) J T ALUM FLAT BAR ^ Q=OO # 10. 21/2" SMS @ 12'O.C. = ? 6063-T6 ALUMINUM Q Z m w Q O O BLIND SCREWED INTO $� y Q N UPRIGHT SCREW BOSSES a m • e .- - - _ _ L - _ - - _ _ a C7 a- LL DRAWN BY • m SLAB/FOOTER • O - MID DEPTH PERIMETER FRAMING TP 2"x2"x1/8"x6"ALUM ANGLE W/(8)#14 x 3/4" �: �4• :' O O DATE DRAWN EACH LEG, EACH SIDE � � t' :.4 ', :a 11/01/18 REVISION I B 3B" DIA x 3" EMBED - CONC. SCREW ANCHOR SLAB/FOOTING SEE PLAN S-3 CARRY BEAM & MATING ELEMENT ATTACHMENT DETAIL H'4 CABLE CONNECTIONS AT FOUNDATION H-5 CABLE CONNECTION AT CORNER SCALE: NTS 4 - SCALE:NTS A-5 SHEEP NO: A_5 SCALE: NTS A-5j A-5 'a C Fu 3 u