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HomeMy WebLinkAboutPLANSCONTRACTOR: JENSEN BEACH ALUMINUM WIND SPEED AND EXPOSURE HAVE ` ' . . C DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED L P,Applicable Codes. Regulations, and Smndards TECHNOLOGY COUNCII.`S WEBSITE�EE 1. The Sth Edition 2014 FlondaBuil ' Code, AND GOOGLE EARTH.( ) ding specifically Chapter 16 Stmcnual Design, OPY Chapter20 Aluminum, and Chaptu23 Wood.:4 o �:, 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design O: (0Manual prepQ- ashington, D.C., 2005 Edition - �G. Z c�O 6 OIVz ared 6y The Aluminum Association, Inc.lnc.W `\ Z Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. _ ____, _ ___ -_ _ _ __ _ _ - _.________ 2. Basic Wind Speed, Table 1609C,State of Florida Debris Region& Basic Wind Speed, i� V' c� _ Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VU1.T=160 MPH. j VASD=124 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure D g Category Structures, Building Category I -Screen PROFESSIOtJAL SEAL 4. Boom: Cate o for Aluminum coned ne P Room: Non-Habimble, Unconditioned Loading: 1. Section 1607.8.1: Handrails and Gumds W a Uniform Load of50 PLF applied in any direction. Z W 2. Section 1607.8.1.1: Concentrated Load Z5 p; ❑ a Concentrated Load of200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) - W Q m z a Horizontally applied nomad load of200 LBF on any areaOr Q LL Foundation Design AlUnDJ eQlDn'j ;yS Z O N z Existing concrete slab. No additional concrete footing or slab is required to resist the loads �O 0 ^Z Z u imposed upon the existing slab by the proposed construction if the existing slab is a minimum 1 2r — 6n -1 to = ? of 4" thick and in sound condition, free from structural cracking, spaltiQ7 nE. or other 1x11 V \/sJ.7 W Z 'z_ deterioration. - LL > p RoofType N 0 v 1. Roof Type: EXISTING SCANNEDfL 2. Rmi'Metenal: EXISTING B-2 B—I BY specifications A-2 A-2 c St. Lucie County The following specifications are applicable to this project z 1. All work shall be in accordance with the 5thEdition (2014) Florida Building Code, and any S oduar applicable local codes and regulations. v 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer a substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Enginecring, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". _ 5. All Self Mating Beam Sections are to be stitched with either#14 screws 6" from ends and 24" center to center or N12 screws 6" from ends and 12" center to center. 6. 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: 0 i. Portland Cement Type 1,-ASTM C 150 if. Aggregates- Large Aggregate 3/4" max- ASTM C 33 iti Air entraining +/-1%-ASTM C260 DO iv. Waterreducmg agent-ASTM C 494 v. Clean Potable water .. vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bats- ASTM A615, grade 60 I 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 htstitute Manual of Standard Practice, - 1X2 1X2 m N � X c N A-2 X r 2X3 N 2X3 I 1 Z U n. n._ LL J U F m N S Z h�om LL s A-2 Q LU We�g� w LU 0 G e N N 3 Z (7 �3nn ao a n on.-- :3 Z mw� g VI LUM-. LL CONCEALED FASTENERS ORATiACHMM C ARE THERESPONSIBUTY OF THE COMCMHOFRECORD c u LU tY > LL LL - - Parts 1, 2, and 3 including hot weather recommendations. - crMoist care or Polyethylene curing permitted __ - - - plac the FBC.LU - -'g: Concrete shall be placed over a polyethylene vapor barrier: - - - It. All aluminum components embedded within concrete shall be waled with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field 9. Use ofthese plans acknowledges and accepts a limit of liability not to design and --- -- - --- - - 1. X 1 PICKETS _ - - - - - _ - — — — _ - - _ - - - _ _ - - - - __ _ - _ _ __ - - - - - --00 --.. - T- - - - - — - - — —B— — - -- - - - - - - - - - A-2 6' — 3" 6' — 3" 0 w WQ WX wo " m' W w tij r� F oe:at`1u rn 0 F'F.Z p. F o j!� LL I z - - engineering fee. DRAWN BY TP DATE DRAWN THESE PL91S AND ALL PROPOSED WORK ARE SUBJECT TO ANY COMECTIONSZS ABOUIRE 3 BYP,IELD NSP€CTORS THAT MAY BE NECEMMY In, ORM TO COw?LY WITH ALL APPLICABLE CODES. 15 REVISION REVISI 5HEET NO: A-1 ALUMINUM MEMBERS DEMENSIONS HOLLOW SECTIONS 1/8'x 2'x2" EXTRUDED \ �� 2 X 2: 2" X 2" X 0.046" ANGLE 5052 H-32 ALLOY EA 2 x3: 2"x3"x 0.050" SIDE ��\ \ �P•'• / i 2x4: 2"x4"x0.050" f I 2x5: 2"x5"x0.050" UPRIGHT�•441 •R ' I 10 ¢ OPEN BACK SECTIONS �' 1 x2: 1"x2"x0.040" ® ( CONC.HEADER Ul - U lx3: 1"x3"x0.045" 1"x2"O.B. BASE PLATE -TIP 7!4" z 3" CONCRETE Z'• SNAP SECTIONS itwsux wxc iv<=uwcoxc N .OR apo.M R SCREW ANCHOR@24"O.C. •• X� %%YY 2 x 2 Snap: 2" X 2" x 0.045" axcxox axssou z< _ #700 3 YVOOD SCREWS EXISTING ��Ji • • ' • ' 2 x 3 Snap: 2" x 3" x 0.050" „' s: uw Ed MIN EDGE DISTANCE FROM SLAB / FOOTING EXTERIOR OF COLUMN TO @ 72' O.G HEADER // �(\ ....... \\� 2x4 Snap: 2" X 4" x 0.045" -� OUTSIDE EDGE OF SLAB T \\ SEE PLAN _ _ P/dam R I $ SEAL\ SELF MATING(SMB) SIDE VIEW 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" D[ 2 x 5 SMB: 2" x 5" x 050" x 0.100" (1)1/2" DIA THRU BOLT W! NYLOCK W 2 X6 SMB: 2"x6"x0G.050"x0.120" JAM NUT- IN LIEU OF NYLOCKJAM I W NUT, JAM NUT W/THREADLOCKER ( Z W 2 x7 SUB: 2"x7" x 0.057" x 0. 120" (1)318"DIA CONCRETE I MAY BE USED _ _ _ _ _ _ _ _ LL 2 x 8 SMB: 2" x 8" x 0.072" x 0. 124" SCREW ANCHORS TIGHTEN TO CONTACT- DO NOT � Z 2 x 9 SMB: 2" X 9" x 0.072" x 0.124^ (2 7!4" CONIC. EMBED) OVERTIGHTEN I I a m 2x10 SMB: 2"x 10"x0.092"x0.398" 1"x2"HOLLOW J C7 I SECTION Q MINIMUM FASTENER EDGE DISTANCE: 1/2" WOOD: z O w 2vIINIMUM FASTENER SPACING: 3/4" n #toxa°WOOD SCREWS O i . @12"O.C. V7 V CONCRETE SCREW ANCHOR: .4.. .4' ', d 1" x 2"BASE PLATE ANCHORED TO CONC: N Z W SIMPSON 7ITEN HD OR EQUIVALENT' ae, CONC W/ 714" CONCRETE SCREW a 7r ANCHOR MINI IW EMBED 1/4" OIAx 3"CONCRETE W Q LL SLAB!FOOTING a e—F� SCREW ANCHOR@24"O.C. O ED SHEET METAL SCREWS(SMS): ; 6"MAX EACH SIDE OF POSTANO PLAID ITW /BUILDER OR EQUIVALENT SEE 24"D.C. MAX Vx2"HOLLOW FRONT VIEW SECTION EXISTING HOST /� / B \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B', 1X2 TO HEADER DETAIL 2 A-2 SCALE: NTS A_2 SCALE: NITS ZU� J r � O H 'm J Ur x o F� LE �0 PY om s W 1.1pw Q K�mq W fns„m W N j z Z wpp OPTION 1: i 2" x SMB UPRIGHT N a n a Z UripvV 2112"x1/8"%(TOP RAILWIDTH j O ZH p ALUM BACKINGPLATE ( OPTION 2: WOOD HEADER: 2"x 0.0x0.0 W/(4)#10x 110SMS I 62"ALUM RECEIVING(1)3/8'x W LAG SCREWINTO HEADER INTO SCREW BOSSES ' CHANNELW/(4)#10x3/4" CONCRETEHEADER SMS INTO GIRT&(4) (1) 3/6' DIA x 3" CONCRETE SCREW 2" x 2" OR 2" x 3" #10 x 3!4" INTO UPRIGHT W00D: ANCHOR INTO HEADER MEMBER I #10x 3" WOOD SCREWS, S' -=- ----=- FROM &gi2"O.C. _. CONG --a---_® 1/4"DIA x3"CONCRETE V% —_ - - _ SCREWANCHOR,6"' W FROM GIRT&@24"O.C. CC EXISTING s acetl to i p ( spacedtc spamdlo I _ (. 1—"- I (4)iF10z172"INTO. �. D] - __ _ ___ _ __ _ SCREWBOSS_ _ - , ❑:LL-Q CJ LU w_ pass mmM :. _pass fhru of-'_ 4" sphere - -0"'sphere pass thru N_ I_. - —'sphere ISEE BSERIES;--_-____1p�;'1_�O - - - - FOR UPRIGHm. CONNECTION I I - _ _ _ J 1"x 2" HOLLOW SECTION Vx2" W/#10xTSMS-C q} W p�j .a O�oH MAX EACH SIDE OF POST __ __ - _ _ __ - _ _ -_ .... - - -- w AND 24" O.C. MAX SECTION GIRT _J C F=- 'i LLL TOI CONIC SLAB 0.125' ALUM ANGLE W/ I DRAWN BY (4) #74 x'.J4" SMS INTO UPRIGHT 2" x 2" x 1/16" NEOPRENE Tp PAD SHIM @ EACH 1' x 2' DATE DRAWN Z. x UPRIGHT I.x 1" x 0.046" PICKET FASTENER LOCATION AT4" O.C. MAX INTERNALLY SCREWED TO TOP CHAIR RAIL& Vx2" BASE PLATE ANCHORED TO 10/13/15 BOTTOM I"x2"W/(2)#10x2" CONIC W/1/4"CONCRETE SCREW ANCHOR (MIN. 1 1!4" EMBED) REVISION 6" MAX EACH SIDE OF POSTAND 1 - ZVO.C. MAX B-2 POST TO HEADER DETAIL �\ C C-1 1X2 TO HOST STRUCTURE DETAIL A-2 SCALE NTS / SCREEN ENCLOSURE RAILING DETAIL A-2 SCALE: NTS SHEET NO: A_2 SCALE: NTS A-2 r CONTRACTOR: JENSEN BEACH ALUMINUM WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED ��� � .. Applicable Codes, Regulations. Bud Standards AND GOOGLE EARTH. TECHNOLOGY COUNCIL'S WEBSITE P • 1. The SW Edition (2014) Florida Building Code, specifically Chapter 16 Structural DesigDesign,� � ' • Chapter 20 Aluminum, and Chapter 23 Wood P 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design COPY rn LL • ,. Manual reared The Aluminum Association, Inc. Washington, D.C., 2005 Edition _ C' o prepared by q 8t CC m O 3. ASCE 7-10. - C W W Aacg� .1.0 i Loads ) Z1. Building Occupancy Category, Pamgmph Florid and Table gion&: Risk indS ee , 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region&Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VaT=160 MPH,VASD = 124 MPH �i3. ExposureCategory, Paragraph 1609A3: Exposure D //* P4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Catmary I -Screen i Room: Nan -Habitable, Unconditioned PRO FE�SIb+JAL SEAL Loading: I y^ 1. Section 1607.8.1: Handrails and Guards i I LU a Uniform Load of 50 PLF applied in any direction. LU LU LLI 2. Section 1607.8.1.1: Concentrated Load a. Concentrated Load of200 LBF applied in an direction l7 a 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Filters, Pickets) Z LLI Q c a Horizontally applied normal Toad of200 LBF on any area (D e Foundation Design Q $ p Z rii z Existingconcreteslab. No additional concrete footing or slab is required to resist the loads r n 17 Z u imposed upon the existing slab by the proposed construction if the existing slab is minimum 1 2 — 6 H u s of 4^ thick and in sound condition, free from structural cracking, spatting, or other N Z z deterioration. LL ; 0 RoofTvpe � IW" !7 a 1. Roof Type: EXISTING 0- N u d 2. Roof Material: EXISTING B-2 B-1 SCMNcD Specifications A-2 A-2 BY p The following specifications are applicable to this project: 1 St �(/L+;� uri a 1. All work shall be in accordance with the Sth Edition (2014) Florida Building Code, and any tL C other applicable local codes and regulations. Y cc v 2. Aluminum extrusions shall be 6005 T5 Alloy. lave to quality control issues, no manufacturer G s substitution is acceptable without the specific written, signed and sealed authorization of Surcoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "30V. 5. 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. 6. When concrete specifications are required, whether in the screen enclosure scope or not, by one or mom regulatory agency, the following specifications; are applicable: ^ a Concrete shall conform to ASTM C94 for the following components: O i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max-ASTM C 33 in. Air entraining +/-1%-ASTM C 260 DO iv. Winer reducing agent-ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: LO i. Reinforcing Bars- ASTM A615, 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, 1X2 1X2 m N � X X g 2X3 N 2X3 � i 1 i � 1 X12------ I - I,, Z LL n U k Q Z oC-1 w .a Q 12 �W ^nm O Z^n C7 m3^^ =)Zm � o a 4 FASTENERS OR ATTACHMENTS " W LL MC ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Vf C a LU > OC a Parts 1, 2, and 3 including hot weather recommendations. g _ 1X1 PICKETS o a o_Mois[.curconPolyethYlene curing pemri - _ __ - _ _ _ _ _- _ - - _ __ - - - - _ - _ - _ - _. - - - - - - - - - - - _ _ _ - - - - _- - - - - - - —m.O— --- = =�_�f, priorlo➢lacing concrete, treatthe entire subsud'acearea for termites incompliance_with the FBC. _ - - - - _ - _ - =— -- - -- -- -- -- -� - - - - - � � -- - - =0 - Z ++ - - g.. Concrete shall be placed over a polyethylene vapor barrier. - - - - - - - _ = — _ _ - - - - - - - - - - - —B W Bl r W U v W 0 o z - IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. A-2 _1 n # W Q 7. All flashing and weatherproofing shall be provided by the contractor. ci 0 o F to cc W 8. Door location shall be determined by contractor in the field 7 o Z _i9. d F 7 a Use of these plans acknowledges and accepts a limit of liability art to exceed design and 6' 3" 6' 3" engineering fee. — — DRAWN BY TP THESE PLUS AND ALL RROPOSSO WORK TE D10% 3R15 " ARE SUBJECT TO ANY COFII!tECTIONS REVISION REQUIRED BYPIELD MSPECDRS THAT 1 MAY BE NECESSA11Y IN ORM TO SHEET NO: CO «+?LY WITH ALL APPLICABLE CODES. A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x3: 2"x3"x0.050" V8" x 2" x 2" EXTRUDED EA ANGLE 5052 HJ2ALLOVDE Flo COPY L \ -SIDE �N/ 2"x3"x0.050" �.'2x3. 01 2 x 4. 2" x 4" x 0.050" 2x5: 2"x5"x0.050" UPRIGHT C) 4 = �'. ; W OPEN BACK SECTIONS Z'. 1 x 2: 1" x 2" x 0.040" ® W 1 x3: 1"x3"x 0.045" 1"x2"O.B. BASE PLATE CONC.HEADER V4" x 3" CONCRETE ' �.\••• SNAP SECTIONS iwR Nixcoxc M1 ANCXOR EMBEONEM SCREW ANCHOR @ 24'O.G V'/ //C .[\,�•/� •(�V eiumix cai :nxcnoa WOOD HEADER. EXISTING2 2 x 2 Snap: 2" x 2" x 0.045" a a'x Sd MIN EDGE DISTANCE FROM 3WOOD SCREWS HEADERSLAB x 3 Snap: 2" x 3" x 0.050" 12.0 C 2X45nap: 2"x4"z0.045" /FOOTING - EXTERIOR OF COLUMN TO /(( I I I II\ ) SEE PLAN OUTSIDE EDGE OF SLAB - -PROFS SIONAL SEAL SELF MATING (SMB) SIDEVIEW 2 x 4 SMB: 2" x 4"x 0.044" x 0.100"2x5SMB: 2" x 5" x 0.050" x 0.100" (1)1/T CIA. THRU BOLT w/ NYLOCK W2 X 6 SMB: 2" x 6" z 0.050"z 0.120" JAM NUT- IN LIEU OF NYLOCK JAMNUT, JAM NUT w/THREADLOCKERz W2x75MB: 2"x7"z0.05Tx0.120" (1)318"DIA CONCRETE MAY BE USED 2x8SMB: 2"x8"x 0.072"x0124" SCREWANCHORS I I TIGHTEN TO CONTACT -DO NOT 32 x 9 SMB: 2" x 9" z 0.072" x 0.124^ (21/4"GONG. EMBED) OVERTIGHTENz2 __ __ __ _ 4HOLLOW,/- x 10 SMB: 2"x 10"x0.092"x 0.398" OULSECTONJ MINIMUM FASTENER EDGE DISTANCE: 1/2" WOOD: I Z 0 MINIMUM FASTENER SPACING: 3/4" " - ., #REWS O Z 12" O.C.s CONCRETE SCREW ANCHOR: ,.1"x2"BASE PLATE ANCHORED TOCONC:N z W SBNPSON TITEN HD ORE UIVALENT Q CONC W/1/4"CONCRETE SCREW ANCHOR 1 1/4" EMBED) CRETE W ¢ LL > SHEET METAL SCREWS (SMS): (MIN. SLAB I FOOTING " 6"MAX EACH SIDEOFPOSTAND SCR4" O.C. O WITW / BUILDEX OR EQUIVALENT SEE PLAN 24"O.C. MAX OLLOW _ N O FRONTVIEWx FRONT VIEW SECTION - EXISTING HOST B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B'I 1X2 TO HEADER DETAIL C A-2 SCALE: NTS A_2 SCALE: NTS G Z U S C C i r Q a Z a W DLLs p LL u OPTION 1: 3 2"x SMB UPRIGHT Z (D V 21/2"x 1B'x(TOP RAILWIDTH LNIQ 'a +1/2^x UPRIGHT DEPTH -12') VI W ",3u t. S ALUM BACKING PLATE OPTION 2 WOOD HEADER: W/(4)#10x 11Q"SMS I 2"x 0.062"ALUM RECEIVING (1) 3/&" x 3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ 14) #10 x 3/4" CONCRETE HEADER: 1 ( SMS INTO GIRT &(4) (1) 3/&" DIA. x WCONCRETE SCREW 2"x2"OR2"x3" #10 x 3/4"INTO UPRIGHT WOODANCHOR INTO HEADER MEMBER #10x 3"WOOD SCREWS, 9' ..« —FROMGIRT&@12"O.C. CONC:— — _ — ^ — — w — _ 1/4 DIA NEXISTING ANCHONRCRETE SCREW 0 - lL 4' IR12"I�NTO'O.C.toHEADERv s acedto s acedto s red to P P � Pa 4R#OxOM Opass - f - —I _ __ - - _'=`Prevent-_ _, =pray — _�xev _ - - - -- - - - - thru of : _passtliNot_ 1 -pass 11moF._ I - - - - _ _ - _ _ BOBS I 0SCREW 111 00 FOR UPRIGHTS----WCON_Z1"xT'HOLLOW ui 7'x2" W/#10xTSMS-5'MAX CONNECTION — ui J # W rn SECTION EACH SIDE OF POSTAND 24"O.C. MAX . : 2"x HOLLOW p ZW �TO� SECTION GIRTCONC SLABTx2"x0.125"ALUM ANGLE W/ DRAWN BY (4) #14 x 3/4" SMS INTO UPRIGHT 2" x 2" x VIET NEOPRENE TP PAD SHIM @ EACH V x 2' 2" x UPRIGHT V x V x 0.04&" PICKET FASTENER LOCATION DATE DRAWN AT 4" O.C. MAX. INTERNALLYJ 1"x T' BASE PLATE ANCHORED TO SCREWED CHAIR RAILB - 10/13/15 1TOP BOTTOMI"x2"W/(2)#10x2" CONC W/1/4"CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) REVISION B" MAX EACH SIDE OF POSTAND 1 - 24" O.C. MXAX2 B- c-_ POST TO HEADER DETAIL rc_�NsCREEN 1X2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTs ENCLOSURE RAILING DETAIL A-2 SCALE: NTS SHEET NO: A-2 SCALE: NTs A L 'f CONTRACTOR: JENSEN BEACH ALUMINUM WIND SPEED AND EXPOSURE HAVE •- DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE �� P /i Applicable Codes. Regulations. and Standards / AND GOGGLE EARTH. 1. The Sth Edition (2014) Florida Budding Code, specifically Chapter 16 Structural Desigq LE �. •• Chapter 20 Aluminum, and Chapter 23 Wood��Np- 2. AA ASM 35 and Specifications For Alumininn Structures, Part 1-A ofthe Almminum Design ®®® COPY - fz Ol p Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition _ Q : � m 3. ASCE 7-10. _ 2: Z Q LLI Wind Loads j 6 N ' 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. �•• •• 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region& Basic Wind Speed, i -7 . / V Paragraph 16and Table 1609.3.1 Equivalent Basic Wind Speed: VU1.T=160 MPH. / S, pA$D MPII ...... =I24 MPH //y'••p �` 3. Exposure Category, Paragraph 1609.4.3: Exposure D 4. Building Categoryfor Aluminum Strimurms, Pmagraph2002.6: Building Category 1-Screen Room: Non-Hahitable Unconditioned PROFESSIONAL SEAL C a Loading: 1. Section 1607.8.1: Handmiis and Guards i I LU Q a. Uniform Load of 50 PIT applied in any direction LLI 2. Section 1607.8.LI: Concentrated Load Z W a. Concentrated Load of200 LBF applied in an direction V' a' 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) Z Q en a. Horizontally applied normal load of200 LBF on any area J (7 e a u Foundation Design Q z Z d rs Existing concrete slab. No additional concrete footing or slab is required to resat the loads s n Q H z imposed upon the existing slab by the proposed construction ifthe existing slab is a minimum 12 — 6 y Lo z of 4" thick and in sound condition, free from structural crackin% spoiling, or other to Z 7 z deterioration. LL ; G LL 0 Roof Type Gs W � p 1. Roof Type: EXISTING S 2. Roof Material: EXISTING A �NEp a to LL _ B-2 B-1 Specifications A-2 A-2 Luce p The following specifications are applicable to this pmjem: COUil ti c 1. All work shall be in accordance with the Sth Edition (2014) Florida Building Code, and any zO other applicable local codes and regulations. CC v 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer G 3 substitution is acceptable without the speck written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 2020 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". 5. 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. 6. 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: 0 I. Portland Cement Type 1,- ASTM C 150 ii. Aggregates- Large Aggregate 3/4" max - ASTM C 33 iii Air entraining+/-1%-ASTM C 260 DO 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-ASTMA615, grade 60 if. 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, - 1X2 1X2 m N � X � N A-2 X x- 2X3 N 2X3 i i � Z V "s u p 2 J C_I Q ZrS h�zn tLL $t A-2 Q LU N N n Q Z {nr ' F 3 a z D (7 =) Z z COdh b WIMPS OHAT'AOHMEM Vf LU-ilk-'9 c ME MHROONSIBILPOFTHE CO�ifT��I�A a?'RFGORD L `c a W p LU lr a Parts 1, 2, and 3 including hot weather recommendations.. e,.Moistcureorpolyethylene curingpemnHed - -- - _-.- -_ -_- - _— -. _—_— _ _ _ _ — _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ X 1 PICKETS _ _ _ - ❑. > _ _m- _ P Prior to placing concrete treat the entire subsurface_ area for termites in compliance - _ _.. _ the FBG. - - - - - - 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. 7. AR flashing and weatherproofing shall be provided by the connector. Door location shall be determined by contractor in the field 9. Use ofthese plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. _ - _ - - ---- -- - -- - - - - - - - -- - - - - _--- _ _ - - �TYP)- —B A-2 6' - 3" 6' - 3" — - -� _ a �W F v+ �0 F o E3 CD8. 7 Or a ~ - U o m n Co W - DRAWN BY AG THESE PLANS AND ALL RROPOSIM WORK DATE DRAWN 10/13/15 ARE SUBJECT TO ANY CORRECTIONS REVISION REOUIR03 BY FIELD INSPECMRS THAT MAY BE NECenA4tY IN OMM TO COS r?LYTITH ALL APPLICABLE CODES. SHEErNO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x O.046" 2 2"x3"x 0.050" tre"x2"x T EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE " 49�©(/y \\\ w \ �Y`•.•• ,,,,,,-.3� x3: 2 x 4: 2" x 4" x 0.050" U IE C Q.- 2x5: 2"x5"x0.050" UPRIGHT _� �; _ O. O O• OPEN BACK SECTIONS _ �: Z Q l x 2: I" x 2" x 0.040" ® CONC. HEADER: _ Q z 1 x 3: I" z 3" x 0.045" 1"x 2" O.B. BASE PLATE -TYP - i 1uMIN conc 1/4"x3"CONCRETE SCREW ANCHOR@24"O.C. y'•.i •, .'� SNAP SECTIONS 2 X 2 Snap: 2" x 2" X 0.045" 31N'MIN LONL . ANLNLR aM9aDME :nrvcNOR sMaso� z W000 HEADER: EXISTING �' 5tl MIN EDGE DISTANCE FROM SCREWS°.,,,,, HEADER / ,,.�0 2 x3 Snap: 2"x3"x 0.050" 2 4 '' - SLAB / FOOTING • EXTERIOR OF COLUMN TO (�072"O.C.00D \\ x Snap: 2" X 4" x 0.045" .. SEE PLAN OUTSIDE EDGE OF SLAB — — PROF \\\ SImtam4oS)AL SELF MATING (SMB) SIDE VIEW 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" X 0.100" (1)1/2" DIA. THRU BOLTW/ NYLOCK W 2SMB: 2"z6"X 0.05"x0.120" JAM NUT- IN LIEU OF NYLOCK JAM 1 W 2 x7SMB: 2"z T'x 0.057" x 0. 120" NUT, JAM NUT w/THREADLOCKER (1)3/8"DIA. CONCRETE MAY BE USED Z LLI 2x8SMB: 2"x8"X 0.072"-x 0.124" TIGHTEN TO CONTACT -DO NOT SCREWANCHORSEMBED) — — — — — 1 2 x 9 SMB: 2" z 9" x 0.072" X 0.124" (21/4" CONC. EMBED) OVERTIGHTEN - Z 2 x 10 SMB: 2" x 10" x 0 092" z 0.398" i 1 x 2 e SECTION 1 J Q MINIMUM FASTENER EDGE DISTANCE: 1/2" '- — WOOp: Z O N MINIMUM FASTENER SPACING: 3/4" ,y #10 x 3" WOOD SeW z CONCRETE SCREW ANCHOR: 4',; '. i 7"x2"BASE PLATE ANCHORED TO @7T'O.0 CONC to U N Z =3 SIMPSON TITEN HD OR EQUIVALENT - +a ,• �+ CONC W/ 1/4" CONCRETE SCREW IA"DIAx3"CONCRETE W W Q LL SHEET METAL SCREWS (SW: SLAB FOOTING • a ` ANCHOR (MIN. 11/4"EMBED) 6"MAX EACH SIDE OF POST AND SCREWANCHOR@24"O.C. > — O W K ITW / BUII.DEX OR EQUIVALENT SEE PLAN 24" O.C. MAX 1"x 2" HOLLOW FRONT VIEW SECTION EXISTING HOST - 13 \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B_ 1X2 TO HEADER DETAIL A-2 SCALE: NTS A_2 SCALE: NTS Z U am J m J Q Z .R Ln Q W R,TT W w O wvu OPTION 1: I 7 2"x SMB UPRIGHT Z3^^ o V 21/2"x1/B'x(TOP RAIL WIDTH Z �� e? + 1/2" x UPRIGHT DEPTH -12) 1/I W W O LL ALUM BACKING PLATE j OPTION 2: `���" WOOD HEADER W/ (4) #10 x 1 12' SMS T' x 0.062" ALUM RECEIVING (1) 3/8" z 3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 314" CONCRETE HEADER: SMS INTO GIRT& (4) (1) 3Ar DIk x 3" CONCRETE SCREW 2" x 2" OR Tx 3" #10 x 3/4" INTO UPRIGHT WOOD: ANCHOR INTO HEADER MEMBER I #10x3"WOOD SCREWS, 6" i ®®® --- ------===— FROM GIRT & @ 12" O.C. CONC: -- -- — -- -- -- ---------_ 1/4"DIAx3"CONCRETE V) _ _ SCREWANCHOR, G' W ❑ FROM GIRT 8 @ 24" O.C. �. EXISTING HEADER_.. _, _. ,1- - -- - - spaced to j spaced ro spaced to i - -- _ _Prevent==P[evenl --Pg Pas Nm _ 4..sphsrs—"sP 1 (4)#JO x1 UT INTO - SCREW BOSS _ _- 3 _ m_—S - W_ LLj - SEE BSERIES u _ — = — - _ _ _ _ _ _ W LLI F Q._O.. m 1'x 2'HOLLOW '.. FOR UPRIGHT I I I 1 (CONNECTION ' --- ® — n LLI J SECTION T x2" W!#10x2"SMS-6" W O�j O F- M MAX EACH SIDE OF POST _. -. _, _ _ — _ . _. __ __ _ __ __ _ __..__ .. _ .__ _- 00L 2 AND 24" O.C. MAX __. _ ._ ._-_. ._ ... ..__ -_...._.._ . SECTION GIRT d H- 7 � LJL TOP OF CONC SLAB 2" x 2" x 0.125" ALUM ANGLE W/ 1 DRAWN BY (4) #14 x 314" SMS INTO UPRIGHT 2' x 2" x 1116" NEOPRENE AG PAD SHIM @ EACH 1"x2" 2"x UPRIGHT 1"xV 0.046"PICKET FASTENER LOCATION DATE DRAWN AT 4" O.C. MAX. INTERNALLY SCREWED TO TOP CHAIR RAIL 8 1" x 2" BASE PLATE ANCHORED TO 10/13/15 BOTTOM I"x2"W/(2)#10x2" CONC W/1/4"CONCRETE SCREW REVISION ANCHOR (MIN. 11/4"EMBED) 5' MAX EACH SIDE OF POST AND Z1s- 24" O.C. MAX B-2 POST TO HEADER DETAIL C C-1 1X2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTS CREEN ENCLOSURE RAILING DETAIL — A-2 SCALE: NTS - SHEET NO: A_2 SCALE: NTS A-2 • CONTRACTOR: JENSENBEACH ALUMINUM WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCrUS WEBSTI•E `J • . Applicable Codes, Regulations, and Standards • / 1. The 5thEdition (2014) Florida Budding Code, specifically Chapter 16 Structural Desigq A� GOOGLE EARTH. !� Chapter 20 Aluminum, and Chapter 23 Wood. tU rn tl 2. AA ASM 35 and Specifications for Aluminum Structures, Pad I -A of the Aluminum Design .4, P L co rD � Cj:•o OY Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition F- Q - Z'• o O N �: 3. ASCE 7-10. Wind Loads Z 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 7.\'. • C� 2. Basic Wind Speed, Table 1609C, State of FloridaDlebris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table1609.3.1 Equivalent Basic Wind Speed: VULT=160 MPH. !i �l� °""•• 5�+• VASD =124 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure D 4. Building Categoryfor Aluminum Stmctures,Pamgmph2002.6: Building Category 1-Screen PROFESSIONAL SEAL Room: Non -Habitable. Unconditioned Lrc Loading: I _ G LU Q 1. Section 1607.8.1: Handrails and Guards - W a Uniform Load of 50 PLF applied in any direction. Z lrJ 2. Section 1607.8.1.1: Concentrated Load (� G a Concentrated Load of200 LBF applied in an direction. Z 3. Section 1607.8.1.2: Components (Intermediate Reds, Balusters, Panel Fillers, Pickets) W mo z a Horizontally applied normal load of200 LBF on my area J Q p u Foundation Design z O rn z Existing concrete slab. No additional concrete footing or slab is required to resist the loads 1 ry r _ >r 0 m u imposed upon the existing slab by the proposed construction if the existing slab isa minimum L V) V of 4^ thick and in sound condition, free from structural cracking, spatting, or other W LZLi Q deterioration V- > O ul m a Roof Type LL N u 1. Roof Type: EXISTING 2. Roof Material: EXISTING B-2 B-1 2 Specifications A-2 c The following specifications are applicable to this project: - c 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues no manufacMer R`�'(() u substitution is acceptable without the specific written, signed and sealed authorization of 1 X 2 1 X 2 V I�• vv�D Z U •~'a u Srmcoast Alu ii um, Engineering, UC. e 3. Screen Material: Design based on 18/14 or.2020 Better View. Any other material most be �� LMe c ♦ G -2 —jr C approved C�U17 / a 3 m 4. Fasteners are required to be corrasionresistant, minimum SAE Grade 2 orbetterzine plated to - J Q (D ASTM B633, or stainless steel series "300". m Z _ 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" (� C-1 N Yv m o o center to center or #12 screws 6" from ends and 12" center to center. X A-2 X A-2 Q LtI '� W n n 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one r Q LL n w 3 or more regulatory ry agency, following speccatiops re applicable: X U ZViU a. Concrete shall conform to ASTM C94 for the following components: C) N Z () o C on. n i. Portland Cement Type I,- ASTM C 150 Ze .. z R Aggregates- Large Aggregate 314"max-ASTM C 33 I 2X3 to LU O1. it c m. Air entraining+/-1%-ASTMC260 -DO u iv.Water reducing agent-ASTMC494 I COHGFJI1ED FAS�ENEBSORATTACHMENTS v. Clem Potable comer ' AN THE NESPONSIBIM OFTHE ` vi. Other admixtures not permitted { `} 1 i b. Metal accessories shall conform to: 7 `y�y }�y� C i. RcimfbmiugBars-ASTMA615,gmde60 I ! , 11lnJi �i�.�FRF�ORO E Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Wateradded after I N n hatching is not permitted + _ _ _ _ _ _ _ _�_ _ _ {yl a d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, _ �!- --� - X z ] u Parts 1, 2, and 3 including hot weather recommendations. 1 X 1 PICKETS on -- -�e=Moot cure or polyethylene curing permitted'--- - - -�—_£=Prot toplacingconcrete,:q_g2[ffieent�subfurface area:fortermite@ m compliance with_ - - - - - _ - - - -- -- --- - —G the FBC. g. Concrete shall lie placed over a polyethylene vaporbarter. - - - - - - - - - - - - ---- — - _— - - - - - - - - O;ci 00b. All aluminum components embedded within concrete shall be mated with a bituminous W N Ellim aim or e o to v 7. All flashing and weatherproofing shall be provided by the contractor. 7 0 Z W 8. Door location shall be determined by contractor in the field s » r n d F- ' 7 � LL 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and G Z G Z engineering fee. 6 —`/ 6 —3 DRAWN BY AG THESE PWIS MD ALL PROPOS6O WORK D10/13//115 N ARE SUBJECT TO ANY COMECTIONS REVISION REOUIRLRD BY FIELD MSP&CMRS T14AT MAY BE NECESSARY IN OMM TO COMPLY WITH ALL APPLICABLE CODES. SNEEr NO: A-1 y " ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 11W x Y x 2' EXTRUDED ANGLE 5052 H-32 ALLOY EA 2x2: 2"x2"x0.046" SIDE �%•' 2x3: 2"x3"x0.050" 1 �• V 2 x4: 2"x4"x 0.050" 2x5: 2"x S'x0.050" UPRIGHT �: - �: � LL � ' 4I• I y -II OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 1x3: 1"x3"x 0.045" ® _ 1" x 2" O.B. BASE PLATE _ I CONC. HEADER. J 1/4"x3'CONCRETE '�'`v` -, ,' iw•unnwnc SCREW ANCHOR@24"O.C. •••-•a -` SNAP SECTIONS siu Mix wac PNCHOREMBeeMM V EXISRNG �// �Cl •........ :u+cHoa EMeEOM 70Ox 3"W OD SCREWS 2 x 2 Sna 2" x 2" x 0.045" Mw ". DISTANCE HEADER 2X3 Snap: 2"X3"x0.050" 5dMlNEDGrOM SLAB/FOOTING - EXTERIOR OF COL MN TO �`'6' tY O.C. 2 x 4 Snap: 2" x 4" x 0.045" SEE PLAN OUTSIDE EDGE OF SLAB _ - _ /)) PROFE IIII\\\ SIOI�L SEAL 2 C SELF MATING (SMB) SIDE VIEW n 2x4SMB: 2"x4"x0.044"x0.100" (1)1/7' DIA. THRU BOLTw/ NYLOCK C 2 x 5 SMB: 2" x 5" X 0.050" x 0.100„ JAM NUT - IN LIEU OF NYLOCK JAM IW 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" NUT, JAM NUT w/THREADLOCKER z W 2x7SMB: 2"x7"x0.057"x0.120" (1) 30' DIA. CONCRETE I i MAY BE USED (� 1 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHORS E TIGHTEN TO CONTACT- DO NOT _ ._ 4O.C. Z Q 2 x9 SMB: 2"x9"x 0.072"x0.124" (2 V4" CONC. EMBED) OVERTIGHTEN HOLLOW W m (J o z 2x10 SMB' 2"x 10"x0092"x 0.398" SECTION Q Q W Q u m Z MINIMUM FASTENER EDGE DISTANCE: 112" _ - - WOOD: O v"'i u MINIMUM FASTENER SPACING: 3/4" ''°" ' # SCREWS Z N • "'+ . 12" O.C. u i 4•' ` 7 x2" BASE PLATE ANCHORED TO CONC: W Z j CONCRETE SCREW ANCHOR: CONC W/1/4"CONCRETE SCREW •. 6.." NCRETE LL ; 3 - j. SIMPSON TITEN HD OR EQUIVALENT ` . ANCHOR (MIN. 11/4"EMBED) ' SCR24"O.C. Lu SHEETMETALSCREWS(SMS): SLAB /FOOTING e c 6" MAX EACH SIDE OF POSTAND p F ITW / BUH.DEX OR EQUIVALENT SEEFLAN 24"O.C. MAX \- G. (A LL c FRONT VIEW SEOLLOW CTION C EXISTING HOST v c B-� C j B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL ER 1X2TO HEADER DETAIL ANTS -2 SCALE: NTS SCALE: A-2 u z U 4 J C � N 3 C0 J (D F m Q Z OG 4 _ ~C RUL v) r m Q Lu n `+ y !al zLL�mry u I OPTION I: I ! 2" x SMB UPRIGHT z Ur �o a CC ao u 212'x 118" x(TOP RAILWIDTH 1 i z +12"x UPRIGHT DEPTH -1/27 (f) W dl-" u a I ALUM BACKING PLATE 3 OPTION 2 C I WOOD HEADER W/(4)#10x 110SMS 1 2"x 0.082"ALUM RECEIVING ( (i)3I8"x3'LAG SCREW INTO HEADER INTO SCREW BOSSES ' CHANNEL W!(4)#70x 3/4" - x CONCRETE HEADER: SMS INTO GIRTB (4) 3 (1) 3I8" DIA. x 3" CONCRETE SCREW 2" x 2" OR 2"x 3" #10 x 3M' INTO UPRIGHT WOOD: ANCHOR INTO HEADER MEMBER I I #10x 3"WOOD SCREWS, 6' ___===_-=- : ----- FROMGIRTB@12"O.C. CONC. CONQ .. N C ¢ x3"CONCRETE SCREWANCHORB" ul V) u - -- - - _ - FROM GIRTB@24"O.C. J a u j EXISTING i sPacetl I. j ( spaced [o j spacetl to j> f, _ I (4) #10 x 1 12" INTO m C .Prevent -_prevent-- _P.Y¢OL_ __ __ 1 pass thru of - pass ihm of.. Pass Uiru ___ - —_--_ __ - -� a— Q _ - - - _ c —I_ _I SEE BSERIES.i� ____ ___--_____ _.--- _ _ _ _ _ W U _UJU�m_ � -- -- .- ---- 1 ( i FOR UPRIGHT 1 I - - LLJ Z r coW 1"x2"HOLLOW I Vx2" W/#10x2"SMS-S' - i CONNECTION w- --- _1 CaW it m 0 Ca H w V SECTION : MAX EACH SIDE OF POST -- - - - - - - - - - - - 2' x HOLLOW C p Z W J ! AND 24" O.C. MAX - - __ -_ ._ _._ - _ _ - _. 1 i .__ __. ___ - - TOE SECTION GIRT iL I- 7 LL CONC=SLAB DRAWN BY j 2" x 2" x 0.125" ALUM ANGLE W/ I (4) #14 x 3/4" SMS INTO UPRIGHT Y x Z. xl/16" NEOPRENE AG PAD SHIM @ EACH 1"x 2' DATE DRAWN 1"x 1"x 0.04S" PICKET- FASTENER LOCATION 2" x UPRIGHT AT4"O.C.MAX INTERNALLY 10/13/15 SCREWED TO TOP CHAIR RAIL & 1°xYBASE PLATEANCHORE0T0 BOTTOM I"x2"W/(2)#10x2" CONCW/i/4"CONCRETE SCREW REVISION ANCHOR (MIN. 1 1W EMBED) 1 _ 6" MAX EACH SIDE OF POSTAND j 24" O.C. MAX _ B-2 POST TO HEADER DETAIL C C-� 1X2 TO HOS SS�TLRSTURE DETAIL SHEEP NO: SCALE NTS CREEN ENCLOSURE RAILING DETAIL A-2 'B'-2 A-2 SCALE: NTS A_2 . F CONTRACTOR: JENSEN BEACH ALUMINUM WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED %`� DESIGN CRITERIA: �, � 63. Applicable Cades. Regulations, and Standards TECHNOLOGY COUNCIL'S WEBSM 1Eae 5th Editiom 2014 Florida Buildin Codes cificall Cho AND GOOGLE EARTH.( ) g pe y pter 16 SWCtural Desi COPY Chapter 20 Aluminum, and Chapter 23 Wood,'2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aiumintun Design = p FILE Manual prepared by The Aluminum Associating Inc. Washington, D.C., 2005 Edition = C : W CO 3.y U �f Wind Loads 2,• i z N I. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. •• 'W 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region& Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VOLT =160 N1PFL i `�' . • • ti VASD=124 MPH ///�S ••..... R �� 3. Exposure Category, Paragraph 1609.4.3: Exposure D '' II1�� �� 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category l - Screen /P OFESSIOWIL SFAL Room: Non -Habitable. Unconditioned a Loading: b 1. Section 1607.8.1: Handrails and Guards - LU a. Uniform Load of50 PLF applied in any direction LU LLI 2. Section 1607.8.1.1: Concentrated Load rD li C a Concentrated Load of Components LBF applied in il direction. Z Q m z 3. Section Horizontally Components(Intermediate Rails, Balusters, Panel Fillers, Pickets) LLI Q u a Horizontally applied normal load of200 LBF on any area urZ Foundation Design Z O N c Existing concrete slab. No additional concrete footing oslab' required tresist the loads 2r-6is An' _ w u imposed ppan the existing slab by the proposed construction if the ex' tine slab is a ' ��- •' eNED N u W Z J of 4' [kick and in sound condition, free from structure) cracking, p 11' a otherll. Z deterioration. By 0 W 3 of TypeSt. Lulintv a- N 0 1. Ro I. Roof Type: EXISTING e C �(� 2. RoofMaterial: EXISTING B-2 B-1 z SpecificationsA-2 A-2 '�• u C e following specifications aapplicable to this project: c 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. G d 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer G z substitution is acceptable without the speck written, signed and sealed authorization of Seacoast Aluminum Engineering, LLC. 3. Sateen Material: Design based on I8/14 or 20/20 Better View. Any other material most be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM 13633, or stainless steel series "300". 5. 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. 6. 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: 0 i. Portland Cement Type 1,- ASTM C 150 iL Aggregates -Large Aggregate 3W' max -ASTM C 33 U Air entraining +/- 1% -ASTM C 260 00 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-ASTMA615,gmde60 iL Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or name than 5". Water added after batching is not permitted d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, 1X2 1X2 m N � X C N A-2 X f 2X3 NI 2X3 Z U 2 u a 3 J J Z1� $opqp C-1 F— VI LU ME 8 t A-2 Q LU =rum Z b y ell U 6FanF Z Q-3CL a o a CONO€ ID MU N N OR ATTACHMENTS H W My. LL c ARE TNERESPONSIBUTY OF THE NUMB OF RECORD E W cc > a ud Parts 1, 2, and 3 including hot weather recommendations. c. Moist care or polyethylene curing permitted._ — _ - - -- 1 X 1 PICKETS - �_ _M ----f.=Prio7toplacmg - concrete;V,-Veaitht•entimsubsurfaceareaforternites'incdiphancewith-- - NeFBC -- - -_ — -- - g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum --_ _- "-" - _ _ - - ---- - Y - - _ -__ _— —__ _ - _ - _ —(T _P\_ --- - _ _ _ -- _ -- - —'� - -` r / - B Z U Q W� W U c— z _ components embedded within concrete shall be coated with a bituminous A-2 W W N �'tE rq —+ paint or epoxy. AB flashing and weatherproofing shall be provided by the contractor. S. Door location F o 'W7. O , s I--- co m W shall be determined by contractor in the field 9. Use plans acknowledges and accepts p g pus a limit of not to exceed design and 6f-3rr 6r-3r'e. � W S d F- 7 U. ineeri g engineering fee. � DRAWN BY AG DATE DRAWN THESS PLAONS AND ALL PROPOSM WORK 10/13/15 REVISION ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD rNSPECIORS THAT © _ MY BE NECIENARY IN ORDER TO CO-11?LY WITH ALL APPLICABLE CODES. SNEEr NO: A-1 ALUMINUM MEMBERS DIMENSIONS y' HOLLOW SECTIONS 7/8"x2"x Y'EXTRUDED �` T / 2 x2: 2"X2"X0.046„ ANGLE 5052 HJ2 ALLOY EA 2x3: 2"x3"x 0.050" SIDE 2 x 4: 2" X 4" x 0.050" T. U_ 2'. 2x5: 2"x5"x 0.050"• -UPRIGHT - C - h dI OPEN BACK SECONS TI Z iC < AZ - U ~ 1 x2: 1"x2"x 0.040" 1 x 3: 1" X 3" x 0.045" ® 1"x 2" O.B. BASE PLATE -TVP CONC. HEADER' 1/4" x 3" CONCRETE fi,', � I o Z ��QQ SNAP itaREV EDM irw Mwcaxc + u+cxoaemesoMErrt SCREWANCHOR@24"O.C. WpOD HEADER: 2 Snap: 2 x 2 Snap: 2" x 2" x 0.045" ,pNCNOR EMBECMENT r .� EXISTING #10z3"WOOD SCREWS / //�S ••••"••,p 2 x 3 Snap: 2" x 3" x 0.050" ; Mw�+" 5d MIN EDGE DISTANCE FROM HEADER @ 12" O.C. ��` 2 x4 Snap: 2"x4"x 0.045" SLAB / FOOTINGS - EXTERIOR OF COLUMN TO -' EXTRIOROFSIDE (IIIIIII \ SEE PLAN OLUMN - ' _ PROFE ZONAL SEAL SELF MATING (SMB) SIDE VIEW 2 x 4 SMB: 2" x 4" x 0.044" x 0. 100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1) 12" DIA. THRU BOLTW/ NYLOCK W 2 x 6 SMB: 2" x 6" x 0.050" x 0. 120" JAM NUT - IN LIEU OF NYLOCKJAM 1 W 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" NUT , JAM NUT W/ THREADLOCKER (1)3/8"DIA CONCRETE MAV BE USED z W d 2x8SMB:2"x8"x 0.072"z0.124" SCREWANCHORS ! TIGHTEN TO CONTACT -DO NOT _ _--___- CD 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" (21/4" GONG. EMBED) pVERTIGHTEN ___ - - - -- -- -- - --- -- ---� Z Q 2x 10 SMB: 2"x 10"x 0.092"x 0.398" 1"x2"HOLLOW m W O o ' SECTION Q Q Q0 - — — — — MINIMUM FASTENER EDGE DISTANCE, 1/2" Wppp; Z Q N MINIMUM FASTENER SPACING: 3/4"+. -+.z #70 x 3" WOOD SCREWS O _ CONCRETE SCREW ANCHOR: r .. .' ' 4' + s t ". 1"x 2" BASE PLATE ANCHORED TO @ 1 C O,C. N u SIMPSON TITEN HD OR EQUIVALENT +a, ,. ' 1' Q.. CONC W/7/4"CONCRETE SCREW ANCHOR(MIN. 11/4'EMBED) 1/4"DIAx3"CONCRETE W W Q L.L. > B SHEET METAL SCREWS(SMS): SLAB/FOOTING -. ' cx. 6"MAX EACH SIDE OF POSTAND SCREWANCHOR@24"O.C. O W ITW / BUBAEX OR EQUIVALENT SEE PLAN 24"O.C. MAX 1"x2"HOLLOW :'.,_ d N FRONT VIEW SECTION - EXISTING HOST � \ ( B \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B'� 1X2 TO HEADER DETAIL A-2 SCALE: NTS A_2 SCALE: NTS Z U J Q Z� to F�L C Y s Q W ut'•LLR2 u'7 W OPTION I: € 2"x SMB UPRIGHT Z (D �3C.^ c 212'x 7B"x(TOP RAILWIDTH ' - _ Lu +12"x UPRIGHT DEPTH -12') m W o ALUM BACKING PLATE OPTION 2: W •" " WOOD HEADER W/ (4) #10 x 1 12" SMS 2" x 0.062" ALUM RECEMNG (1)3IVx 3" LAG SCREW INTO HEADER INTO SCREW BOSSES ! CHANNELW/(4)#10x314" CONCRETE HEADER: ( SMS INTO GIRT&(4) (1)30 DIA. x3"CONCRETE SCREW 2"x2"OR 2"x 3" #10x 3/4"INTO UPRIGHT WOOD: ANCHOR INTO HEADER ' MEMBER #10 x W WOOD SCREWS, 6" ®==FROM GIRT &@12'O.C. CONC, - — — — � T _ e ® e ®�. - 1/4" DIA. x 3" CONCRETE H - - __ SCREWANCHOR. 9' W O 24 O FROM .C. @ EXISTING _HEADER- _: __. __ '—. -__- ,4—__ spaced to € _ — _— .: —prevent— = Paced _ ( _Sp ece M= ) _ _ _ _ _ - 1 NTO _ __ _ _ _ - SC#M __—__ 03 ! passtnraol =pass thm of - -, pass Nmo(_-B02 —4':spners 4^sP„e —. 4"sphere- LU _. _.._ _._. _ ._,_._ __ _ I f _ I :.SEEBSERIES _i _ -- -- LU Q p0 o 1"x2"HOLLOW i ( ( ;CONNECTION FOR UPRIGHT i ( I __ s!_ ^ W W r LU W SECTION W/#10x2"SMS-G' MAX EACH SIDE OF POST F.• OCa 'O O F to M AND 24"O.C. MAX - -- - _ . _ . .. __ _ .__ .__.. .-...... -._ -.. ! - _. _. ._ _... __ .._. - __ _. 2' x HOLLOW M O Z W J SECTION GIRT INOF_ _ CSLABSLAB "x 2' x 0.125" ALUM ANGLE W/ I DRAWN BY (4)914 x3/4"SMS INTO UPRIGHT 2"x2"xl/16"NEOPRENE _ AG. PAD SHIM @ EACH 1"x T 2" x UPRIGHT 1" x V x 0.046" PICKET FASTENER LOCATION DATE DRAWN ' AT 4" O.C. MAX. INTERNALLY SCREWED TO TOP CHAIR RAIL& 7"x2"BASE PLATE ANCHORED TO 10/13/15 BOTTOM I"x2"W/(2)#IOx2" CONC W/ 1W CONCRETE SCREW REVISION ANCHOR (MIN. 1 IW EMBED) 6" MAX EACH SIDE OF POSTAND O.C. MAX - rB-24" B'2 POST TO HEADER DETAIL ��� C-1 1X2 TO HOST STRUCTURE DETAIL A-2 SCALE:NTS / c FSCREENENCLOSURERAILINGDETAIL SCALE: NTS A-2 SHEET NO: A-2 SCALE: NTS A-2