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HomeMy WebLinkAboutBUILDING PLANSCONTRACTOR: JENSEN BEACH ALUM' DESIGN CRITERIA: specifically Chapter 16 Structural Design, 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Alm 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 6th 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 L -3.2. 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: Vuc_r _ 150 MPH, V.-=116 MPH -- - 3.3. Exposure Category, Section 1609.4.3: ExposureD 3.4. Screen Enclosure Section 2002.4 4.4. Building Category for Aluminum Structures, Section 2002A Catenary Type I - Screen Room: Non -Habitable, Unconditioned Loading: 1. Section 1607.8.1: Handrails and Guards a. Uniform Load of 50 PLF applied in any direction. 2. Section 1607.8.1.1: Concentrated Load a Concentrated Load of 200 LBF applied in an direction 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a Horizontally applied normal load of 200 LBF on any area Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) 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 manufacturer 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 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 B633, or stainless steel series "300". 5. All Self Mating Beam Sections are to be stitched with either 914 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: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates -Large Aggregate 3/4" max-ASTM C 33 ui. Airentraining+/-I%-ASTMC260 iv.Wmer reducing agent -ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Merl accessories shall conform to: i. Reinforcing Bars-ASTMA615,gmde60 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, Parts 1, 2, and 3 including hot weather recommendations. e. Moist care 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 vaporbanier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All Bashing and weatherproofing shall be provided by the commctor. 8. Door location shall be determined by contractor in the field 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED A - ''XPOSURE HAVE BEEN DETER N D USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSrfE AND GOOGLE EARTH. 0 00 (D I 121-6" B-2/-9 -2 1X2 1X2 m N � X � N A-2 X x— 2X3 N 2X3 1 63-311 4(to i�3 Q;• 03 0 Q _ 0 o N O_ ''��donccccTil.iei cr�et�`` 0 ❑ 0 d d W K U. C) Z� °c$ W u cc im cc W m W d i W z p Z 2Lz Qz OU Zir W HC Sri ?SE TPLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT RUMBt NECESSARY,IN.ORD�R•TO ?r COr�Pal'AliiH APKICA=�. CODES.' 1 X1 PICKETS (TYP) B A-2 6'-3" ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA� DATE LANS AND ER MUST BE KEPT ON J B OR NO INSPECTION WILL BE MADE Z_ 5 U R J Ea ¢ZOE N R � a^m n Q W zLLmm O Z ��_ U—�ar,r, Z l7 o3e' Z3 I rn LU ",3 LU m W Z � uQl Q LL= U W G WN#�M F 0) 0-' m d F--7 LL KK DATE DRAWN 02/23/18 SHEET NO: A-1 nq ALUMINUM MEMBERS DIMENSIOT' HOLLOW SECTIONS Ire"x TxTEYTRUDED ANGLE 5052 H32 ALLOY EA •• 2X2' 2'X2"x0.046" 2x3: 2"x3"x.050"Y 2 a: z" a^ SIDE \ `-1. - Q• FILt1 0 x x xO.oso" 5" 0.050" UPRIGHT CD J_ 2 x 5: 2" x x a CD W Q— d W ~ Zz OPEN BACK SECTIONS d w 0= Ix2: I"x2"x0.U40" CONC.HEANCR: U)' Z 1 x3: 1"x3"X 0.045" 1" x T O.B. BASE PLATE -TYP i/4"x3"CONCRETE Q-'• $+H'YIHCONE ."MaEMBEOMFM i+r MixWNC SCREWANCHOR@ 24O.C. WOOD HEADER: j "C) SNAP SECTIONS EMBEOMEN!Y..#lox WWOOD SCREWS 2 x 2 Sna ' 2" x 2"x 0.045":m p ; MINIOR E DISTANCE FROM HEAEXISDER @ IT O.C. 2 x 3 Snap: 2" x 3" x 0.050" t7�OR -'" '+' - - SEE —EXTER5d COLUMN 2 x4 Snap: p OUTSIDE OUTSIDE EDGE OF SLAB PLAN SEE PLAN PROFE ZONAL SEAL _ -SELF MATING(SMB)- -- — _ _ _ _ _ SIDEVIEW 2x4SMB: 2"x4"x 0.044"X0.100" _ _ — --(1)72-01A3HRUBOLTw/NYLOCK-- 2 XS SMB: 2"x5"x0.050"x0.100" CK JAM JAM NAM 2x6SMB: 2"X6"x0.050"x0.120„ w/ HREADLOF NUTIN NUT, JAM NUT wl THREADLOCKER 2 X 7 SMB: 2" X 7" X O.OST' x 0.120" (1) 3/8" DIA MAY BE USED — _ — — — — — — CC W 2X8SMB: 2" x 8" x 0.072"x 0.124" SCREW TIGHTEN TO CONTACT -DO NOT .-. _ . _._ ._ _. 0 ¢i d d 2X9SMB: 2"X9"x0.072"z0.124" 2xlDSMB: 2"x10"x0.092"x0.398" (27/4°CO OVERTIGHTEN 7°xT HOLLOW SECTION U UJ 0' y yz1 i $ 0 �, �P MINIMUM FASTENER EDGE DISTANCE: I/T #,.. _ WOOD: O� Q MINIMUM FASTENER SPACING: 3/4" _ #10 x 3° WOOD SCREws m •.� •� CONCRETE SCREW ANCHOR: 1" x T'BASE PLATE ANCHORED TO CONC W/1/4"CONCRETE SCREW CONC: 1/4"DIAx 3"CONCRETEZ W VS� SIMPSON TTTEN HD OR EQUNALENTANCHOR(MIN. 11W EMBED) SCREWANCHOR@24"O.C. 0 iQSHEET METAL SCREWS (SMS): SLAB I FOOTINa11•• 6" MAX EACH SIDE OF POSTAND O d Z/BUILDEX OR EQUIVALENT SEE PLAN24"O.C. MA% 1°x2°HOLLOW — W rLLK� FRONT VIEW SECTION EXISTING HOST B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B-INX2 TO HEADER DETAIL u g A-2 SCALE: G NTS SCALE: NTS A-Z J �+ .R cc THESE PLkNS AUL PR tpug Ww�LLra w ARE SUBJECT TO ANY CORRECTIONS $ z <� a ; REQUIRED BY FIELD INSPECTORS THAT j Z Ygry3 9 ta MO .IAAY,BE, NECEMARY.IN QRDMTO.0 (A W a G w OPTION 1: 2 I/2" x I/8" x(TOP RAIL WIDTH 2" x SMS UPRIGHT +112 xUPRIGHT DEPTH -lrZ) ,b®MPLY�4�Yilyii.ICA�dCS: �--= -• --•- - -- - -- ALUM BACKING PLATE OPTION 2: WOOD HEADER: W/ (4) #10 x I I/T SMS 2" x 0.062" ALUM RECEIVING (7) 3/8" x 3° LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4" CONCRETE HEADER ( ' SMS INTO GIRT &(4) (1) 3B" CIA x W CONCRETE SCREW 2" x TOR Tx 3" #10 x 3/4" INTO UPRIGHT WOOD: ❑ ANCHOR HEADER MEMBER I #10x3x 'WOOD SCREWS, 6" J FROM GIRT&@1T O.C. (jj m CONC: 1n Z LLI -- -- — -- -- -- _ IW DW xTCONCRETE SCREWAFROM "O.C. 0 EXISTING to ( to spaced to GIRTNCHOR I O = I HEALER I spaced spaced prevent prevent prevent (4) #10 x 111T INTO LL U ¢ W F- pass 0Mu of pass thru o1 pass NIu W SCREWBOSS W 4" sphere 4°sphere { 4-sphere SEE BSERIES l { UPRtGHT1 — — A — — O O m n LLI co J W co _ — — — _ ._ — __ __ —. __ _._ !. _ -_. �. _ _._ ._.. _ _ CONNECTION ( I — — _ = — 0 Of F- m 1"xT HOLLOW 1°xT W/#10x2"SMS-6" i EOOp ❑ O Z W SECTION MAX EACN SIDE OF POST _ _ .__ -__.. _... _.. _. — _ —_ _... 2°x HOLLOW d H- r- 7 LL AND 24' O.C. MAX SECTION GIRT __ .. __ ... _....... _ _._ ... — .._. ... TOP OF DRAWN BY cONC SLAB I KK 2" x T x 0.12T ALUM ANGLE W/ (4) #14 x 3/4" SMS INTO UPRIGHT T x T x 1116" NEOPRENE I"x T DATE DRAWN PAD SHIM @ EACH V x UPRIGHT I"x 1" x 0046" PICKET FASTENER LOCATION 02/23/18 AT4"O.C. MAX INTERNALLY SCREWED TO TOP CHAIR RAIL & V xTBASEPLATEANCHOREDTO REVISION BOTTOM I°xTW/(2)#10xT CONC W/ V4"CONCRETE SCREW ANCHOR (MIN. 1114" EMBED) 1 _ - A 6" MAX EACH SIDE OF POST AND 24" O.C. MAX B-2 POST TO HEADER DETAIL C c-� 1X2 TO HOST STRUCTURE DETAIL A-n G SCALE: NTS CREEN ENCLOSURE RAILING DETAIL A_2 SCALE: NTS SHEET NO: ^2 !T - SCALE: NTS A-2 91 N ( N C — _ T c� �� �_ . ;, CONTRACTOR: JENSEN BEACH ALUM 11 DESIGN 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 ADM Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, nd the AAF Guide to Aluminum Construction in High Wind Areas, 3. ASCE 7-10. Loading Criteria I. Live Load: 10 PSF per 6th 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. Basic Wind Speed, Figure 1609.3(3), State ofFlorida Debris Region& Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed Vma =150 MPH, _—V,o=.116 MPH 3.3. Exposure Category, Section 1609.4.3i Exposure D- — — — -- - 3.4. Screen Enclosure Section 2002.4 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room: Nan -Habitable, Unconditioned Loading: 1. Section 1601 Handrails and Guards a. Uniform Load of50 PLF applied in any direction. 2. Section 1607.8.1.1: Concentrated Load a Concentrated Load of200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) u Horizontally applied normal load of200 LBF on any area. Roof Two 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project I. All work shall be in accordance with the 6th Edition (2017) 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 manufacturer substitution is acceptable without the specific 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 SelfMming Beam Sections are to be stitched with either 914 screws 6" from ends and 24" center to center or 012 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: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max-ASTM C 33 ill AirentWning+/-l%-ASTMC260 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 cue or polyethylene curing permitted t: Prior to placing concrete, treat the entire subsurface coca 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. 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 ofliability not to exceed design and engineering fee. WIND SPEED I 3XPOSURE HAVE BEEN DETERl1. D USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. O 0 � � i •� '� \\\\ttllllllll///// r( b3. :.� to a O O'0, 4 , Z a' ui J o in � - �69 p'' ' p�t�� y.........y Pam. �. /PROFESSIbNAC.SEIP2\ 12r-6r' NNW E 1X2 1X2 m x A-2 X x 2X3 N 2X3 1 6r-3it 6r-3rr C-1 A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT w f ��AV 6E NECESUARY RORDEM l CG�APbY61lPfHh tk��,ICAC.t�©ES 1 X1 PICKETS (TYP) 0 _LI ❑— K t4 W 0 O rti W l L Z 3 W T 0 LU df f W (� �W GW O� Zd w Fd zC Z L) J o Z i$ s $ s QW I LijZ¢n W O Z (D EAZ 0'� � s N W � u_ LU y ZmZ LU Q o W Q LL= U wFLLI- LU 111 0 F O # Won Cr a Ko�Zrpi �LL R9 DATE DRAWN 02/23/18 REVISION l Sl NO: A-1 ALUMINUM MEMBERS DIMENSIOi\' HOLLOW SECTIONS 2x2: 2"x2"x O.046" 2x3: 2"x3"x 0.050" 2x4: 2"x4"x0.050" I/WxYx2°EXTRUDED ANGLE 5052 H32 ALLOVER SIDE \\\�� •• gJ \ •• PY` �.• I`F[��+.2 ......... / '•, /L�� 2 x5: 2"x5"x0.050" UPRIGHT '� _ U, OPEN BACK SECTIONS -_ Z m * , Z = Ix2: I"x2"xO.040"UJ CONC. HEADER: a'. U Q` I x3: l"X3"x0.045" 1"x2°D.B. BASE PLATE -TIP 1/4"x3"CONCRETE N'. j ,IWWN core SCREWANCHOR@24°O.C. �'• SNAP SECTIONS �fu Nw wxc _ ,wcxoxexsm.0 WOOD HEADER: EXISTING i �j•. .� 2x25nap: 2"x2"x0.04S' :xxcxan sua �wr., , . z #n 5d MIN EDGE DISTANCE FROM . #10x3"WOOD SCREWS HE Q�•. 2X3 Snap: 2"X3"X0.050" SLAB/FOOTING ,. =x-. OF MN @1Y O.C. 2 x4 Snap: 2"x4"x0.045" SEE PLAN - -. A- -. OOUUTTSI EEDGE OFRIOR SLAB\\ - -� yy,nTA'�0�\� I\ SELF MATING (SMB) SIDE VIEW 2x4SMB: 2"x4"x O.OW'xO.100" _- _ - - _ __ _ _ __ __ - _ _ __- _ _ _-__ __ - _ _ s_' 2xSSMB: 2"x5"xO.050"xO.100" --- - —_-_(1)12"_DIA_THRU BOLTw/NYLOCK JAM NUT -IHLIEU OF NYLOCK JAM'- -- - - - -- - ❑ 2x6SMB: 2"x6"X 0.050"x 0.120" NUT, JAM NUTWI THREADLOCKER _) _ _ - - - - - --�- - - __ 2 X 7 SMB: 2" x 7" x O.OST' x 0.120" (1) 3/8" DIA CONCRETE BEUSED _- _ _ _ - - - _ OC 2x8SMB: 2"x8"x 0.072"x 0.124" SCREWANCHOR TIGHTEN ( TIGHTEN TO CONTACT -DO NOT ._. __ _.._ .... ....._ .__. _.. 4l W 2 X 9 SMH: 2" X 9" x 0.072" x 0.124" (21/4" CONC. EMBED) I O7/ERTIGHTEN a U 2XIOSMB: 2"x10"xO.092"xO398" Vx2"HOLLOW SECTION W K fz $ MINIMUM FASTENER EDGE DISTANCE: 12" I _ WOOD: - p zi p'� Q MINIMUM FASTENER SPACING: 3/4" .. a #10x3°WO01) SCREWS '•4... - @12"o.C. W df .i CONCRETE SCREW ANCHOR: •. 4' ". 7°x TEASE PLATE ANCHORED TO W/ lWCONCRETESCREW CONC: W �1 i ^ON SIMPSON TITEN HD OR EQUIVALENT .. SLOB/FOOTING '� t CONC 'e Ty. ANCHOR (MIN.11/4"EMBED) 1/4"DIAx3"CONCRETE SCREWANCHOR@24"O.C. Z Qm �Q� SHEET METAL SCREWS (SMS): .', r""------���ii} 6"MAX EACH SIDE OF POST AND O Z� ITW I BUBAEX OR EQUIVALENT SEE PLAN 24"O.C. MAX 7"x2"HOLLOW - W Fd KLL FRONT VIEW SECTION I EXISTING HOST - B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B- 1X2 TO HEADER DETAIL Z U S A-2 SCALE: NTS A_2 SCALE: NTS J �N J Vr THESE PLANS APdl9 ALL FROPOSED'WOFK Q W LL„T o z F U - aIR ARE SUBJECT TO ANY CORRECTIONS z 303^- o REQUIRED BY FIELD INSPECTORS THAT N W OPTION 1: 2"x SMB UPRIGHT 212" x 1/8" x (TOP RAIL WIDTH �yyi{ dp1Ly ' %?yyY; � MAYBE, NECESUARY, IN ORD��3 T® , +12"x UPRIGHT BACKIEPTH NG ATE ALUM BACKING PLATE ( � OPTION 2: yOMMd110 iL--AP vdA CdDESi WOOD HEADER W/(4)#10x 112"SMS ( ( 2'x0.W2"ALUM RECEMNG ='------ (1) 3/8" x 3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4' CONCRETE HEADER SMS INTO GIRT & (4) (1) 3W DIA x 3" CONCRETE SCREW 2" x 2" OR 2" x 3° #lD x 3A" INTO UPRIGKT WOOD: ANCHOR INTO HEADER MEMBER 1 #10x 3" WOOD SCREWS, 6" J r --- FROM GIRT B@12"O.C. N co -- -- - -- -- - - C NNC: N Z ----____- w 1/4'DIAx3"CONCRETE � Q SCREWANCHOR 6° Q FROM GIRT 8 @ 24" O.C. _ O I EXISTING HEADER I ' spaced to prevent spaced to spaced to I prevent prevent 1 (4)#70x172"INTO SCREW BOSS _ Q W H- pass thm of passthntol pass that of W 4" sphere 4" sphere 4" sphere SEE BSERIES E - - ± - b O m r W W fA N Z tO J _ _ _ - ( FOR UPRIGHT ( CONNECTION ' I = - _ - 0 �C)-zm � Z d 1°x2" HOLLOW 1°x2" W/#10x2"SMS-6" 1 m O Z W J SECTION MAX EACH SIDE OF POST ._ - _ _. _... ___.._... _ __ __. _ _.. _ _...__ .. _ -. _ 2"x HOLLOW G" F-LL AND 24" O.C. MAX SECTION GIRT TOt p OE cGNCBLAB DRAWN BY 2" x 2" x 0.125" ALUM ANGLE W/ I KK (4) #14 x 3/4" SMS INTO UPRIGHT 2" x Y x 1/16" NEOPRENE DATE DRAWN PAO SHIM ®EACH 1° x Y 2" x UPRIGHT-"_�Lj 1"x 1° x 0.046• PICKET FASTENER LOCATION 02/23/18 AT 4" O.C. MAX INTERNALLY SCREWED TO TOP CHAIR RAIL 6 1J° x 2'ATE AN BASE PLATE REVISION BOTTOM I"xY W/(2)#tOxY NCRETB SCREW W ANCHOR MINI ANCHOR (MIN. 7 7/4° EMBED) 1 6" MAX EACH SIDE OF POST AND - 24" O.C. MAX B'2 C-, POST TO HEADER DETAIL C 1X2 TO HOST STRUCTURE DETAIL A_2 SCALE: NTS CREEN ENCLOSURE RAILING DETAIL SCALE: NTS A-2 SHEEP NO: A_2 SCALE: NTS A-2 CONTRACTOR JENSEN BEACH ALM y_I DESIGN CRITERIA: 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter23 Wood 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Alum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. WINDSPEED. ,EXPOSURE HAVE BEEN DETERI. D USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. Loading Criteria 1. Live Load 10 PSF per 6th 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. Basic Wind Speed, Figure 1609.3(3), State ofFlorida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VurT =150 MPH. - _ Viso=116MPH 3.3. Exposure Category, Section 1609.4.3: Exposurell — — — -- — - - — 3.4. Screen Enclosure Section2002A 4.4. Building Category for Aluminum Structures, Section2002.6. Category Tyne 1- Semen Room: Non -Habitable, Unconditioned Loading: 1. Section 1607.8.1: Handrails and Guards a Uniform Load of50 PLF applied in any direction 2. Section 1607.8 1.1: Concentrated Load a Concentrated Load of 200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a Horizontally applied normal load of200 LBF on any area Roof Type I. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project 1. All work shall be in accordance with the 61h Edition (2017) 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 manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18114 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 SelfMating Beam Sections are to be stitched with either 914 screws 6" from ends and 24" center to center or 912 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 am applicable: a Concrete shall conform to ASTM C94 for the following components: I. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 314"ones -ASTM C 33 iii. Airentmining+/-l%-ASTMC260 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 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 Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f. Prior to placing concrem, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be coated 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 exceed design and engineering fee. I in _ rn C — Z = n- : U o N LL: O— to 12 P-6 It F LE GO FY B-2 /r-9 2 1X2 1X2 m N X N A-2 X X 2X3 IN2X3 1 6' — 311 re 6r-31f 1 X1 PICKETS (TYP) THESE PLANS AND ALL PROPOSED WOM ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. R=r; tAA`f BI1,NECE$8ARY I ,ORCEITT®:t%;y COD�S a N —11 CC ui rai OV d d w � � LL 2 9 0 Z yr e n' w d� s w i p z O9 ZYl Z x= 0M w I-LL sLL 2 M Z_ v"s —1e; . R (D N z N;IR Q LLJ nn p Z �mm U — ar" Z (D =)Z� �.. NA W :3 K rA M W Z lY ¢ U a LL° Lit LFUy,I W F, W N # W m O Km HZ9 G cc F�D �LLL N9 DATE DRAWN 02/23/18 REVISION 1 - SHEEMO: A-1 ALUMINUM MEMBERSDIMENSIOI HOLLOW SECTIONS 2X2: 2"X2"x0.046" \ 1/8"x TxT EXTRUDED ANGLE 5052 H32 ALLOY EA SI \\ \\�`� \ FDEILC Py / ,• /� 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" r � 2X5: 2"x5"x0.050" UPRIGHT _ Q:y -or O-_ Q_ ' W Q Z - OPEN BACK SECTIONS z 0' W 0� Ix2: I"x2"x 0.040" ® - CONC.HEADER U C) N 1 X3: 1"X3"X0.04S' - 1° x 2' O.B. BASE PLATE -TIP 114"x3"CONCRETE ` '• ++mwwconc SCREWANCHOR®24"O.C. ��/(/ •• SNAP BECKONS ivrwm wme u+caaa euaeomem OOD HEADER: EXISTING •' \ 2x2 Snap: 2"%2"x0.045" �N,°, MIN EDGE DISTANCE FROM 10 x3"WOOD SCREWS HEADER / "QSd 12"O.C. 2 x3 Snap: 2"x3"x0.050" `: t __a� a — . -.,. _.. EXTERIOR OF COLUMN TO'SEPLANO'DNG� - 2 x4 Snap: 2"x4"x0.04S' ,a OUTSIDE EDGE OF SLAB_ —0RG(=E 91m 15EAL SELF MATING (SMB) SIDE VIEW2x4SMB: 2"x4"x0.044"x O.IW' -- - - - - - - - - — _ _-- - -2x5SMB: -- - BOLTwI NYLOCK___2X6$MB: 2"x5"x0.050"x0.100" _(1)1IV--DIA-THRU JAM Nl1T-IN LIEU OF NYLOCK JAM - 2"x6"x0.050"x0.120" NUT. JAM NUT wl THREADLOCKER-❑2X7SMB: _ 2"x7"x0.05T'xO.120" (1)3/8"DA. CONCRETE MAY BE USED - --- Ld 2XSSMB: 2"%8"x0.072"x 0.124" SCREWANCHORS ' TIGHTEN TO CONTACT -DO NOT .. __ ...... ...... ... 0 a 12 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2"x10"x0.092"x0.39S" (21/4" CONC. EMBED) - OVERTIGHTEN SECTION I 4AN VHOLLOW W2x10SMB: I= ILL Ece z MINITAUM FASTENER EDGE DISTANCE: 12" `�`roOD. 0 w ai 0 MINBMUM FASTENER SPACING: 3/4" '12"O.C.W _ .. .� #SCREWS q,Yx2"BASE PLATE ANCHORED TO CONC: W�CONCRETE di .i SCREW ANCHOR: .a • `a CONC W/1R4"CONCRETE SCREW NCRETE zSIMPSON TTTEN HD OR EQUIVALENT �.'. ANCHOR (MIN.11/4"EMBED) SCR24"O.C. z SHEET METAL SCREWS (SMS): SLAB/FOOTING,6" MAXEACH SIDE OF POSTAND j KW / BUILDEX OR EQUIVALENT SEE PLAN 24"O.C. MAX HOLLOW _ WH d C dSECTIONFRONT VIEWNG HOST B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B'1 1X2 TO HEADDETAIL Z J 0 SCALE: NT8 A-2 A j _j f1G �FF w Q z o$ Lu �m THESE PLANS AND ALL PROPOSED WORk Lu r 0 z E ZrrARE SU®JECT TO ANY CORRECTIONS =� z � =^ o Ur BCY/�FIIE�LD®INtlSIP,ECTORS THAT y W OPTION I: Tx SMB UPRIGHT .R;cEQpU�I/REryD '�.Tv.MY BE fdECESSAR 21/2" x 1I8" x (TOP RAIL WIDTH +12"x UPRIGHT DEPTH -112') 1'119ADERT®. COpAPI�Y 4'VPf tl } L•sRi,ICp?A'i,'.dDES ALUM BACKING PLATE i OPTION 2: , WOOD HEADER W/(4)#10x 1 ITT SMS I 2"x 0.062°ALUM RECEIVING ( (1)3/8^x3"LAG SCREW INTO HEADER INTO SCREW BOSSES ' CHANNEL W/(4)#10x 3/4" CONCRETE HEADER SMS INTO GIRT& (4) (1) 318" DIA x 3" CONCRETE SCREW 2" x T OR 2" x 3" #10 x 3W INTO UPRIGHT WOOD: j ANCHOR INTO HEADER MEMBER I #10x3" WOOD SCREWS, 6" J __—__—= r FROM GIRT & @ 12" D.C. (n ED CONC H z -- -- — -- -- -- — IW DIA x 3" CONCRETE Q SCREWANCHOR6' Q U FROM GIRT & ® 24" O.C. _ U I EXISTING HEADER I spaced to prevent spaced to spaced to prevent ' prevent INTO #100 1 SCREW LL U Q LU 800 N+u BOSS pass th+u of 4" sphere pass o1 pass of 4" sphere 4" sphere 100 U m 0 n ._ _._ _ _. —. __ __- _._ — -- I SEE B3ERIE5 J N W F FOR UPRIGHT I 'DOO I — _ _ — 0 o � to v 1"x2"HOLLOW 1°x2" W/#i0x2"SMS-6" CONNECTION 0 7 o Z W SECTION MAX EACH SIDE OF POST ..- - -- — -- -- 2"x HOLLOW n" ~ LL AND 24"O.C. MAX SECTION GIRT — — —' — - -- — ' - — - — TOP OF DRAWN BY CONC SLAB I KK 0.125" ALUM ANGLE W/ 2" x 2" 10 14 x 314, SMS INTO UPRIGHT (4) 014.314, 2" x T x 1/16" NEOPRENE 1"x 2^ DATE DRAWN PAD SHIM @ EACH LOCATION 02/23/18 2° x UPRIGHT 1"x 1"x 0.046" PICKET FASTENER A . MAX INTERNALLY SCREWEDWED T CHAIR RAIL8 1• x TBASE PLATE ANCHORED TO REVISION 1TOP BOTTOM I°x2'W/(2)#10xT SCREW ETEEMBED) CONC OR(MIN. 1 - I IW ANCHOR (MIN. 1 1/4" EMBED) A- 6" MAX EACH SIDE OF POST AND 24" O.C. MAX B-2 POST TO HEADER DETAIL Cis C-NX2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTs CREEN ENCLOSURE RAILING DETAIL SCALE NTS A-2 SHEET NO: A-2 SCALE: NTS A—L CONTRACTOR: JENSEN BEACH ALUP M DESIGN CRITERIA: EXPOSURE HAVE .SD USING THE ADVANCED Applicable comes, Regmavans, ana nurnaaras AND GOOGLE EARTH. 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 ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. 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. 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., Vur =150 TUPH. __ Vxso=116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure D -- - — — -- -- 3.4. Screen Enclosure Section 2002.4 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-Screen Room: Non -Habitable, Unconditioned Loading: 1. Section 1607.8.1: Handmils and Guards a. Uniform Load of50 PLF applied in any direction. 2. Section 1607.8.1.1: Concentrated Load a. Concentrated Load of 200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) u Horizontally applied normal load of200 LBF on any area Roof Type L Roof Type: EXISTING 2. Roof Material: EXISTING The following specifications are applicable to this pmject 1. All work shall be in accordance with the 6th Edition (2017) 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 manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suramast 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 smpe or not, by one or more regulatory agency, the following specifications are applicable: u Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,_ ASTM C 150 ii. Aggregates - Large Aggregate 314" 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 A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching 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 fartennites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be mated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the commictor. 8. Door location shall be determined by contractor in the field 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 12r-6rr B-2 B-1 A-2 A 1X2 1X2 m N � X C N A-2 X y- X 2X3 N 2X3 1 2 LPG 6rr-3ra vvt111111177f/,' i�'% ;. to U) - < Z= y Z<. o = u o '��� I:�'O '' %,� y� • ........• ,. � pro C-1 A-2 MSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, c0°APLYEbi q CODES." 1 X1 PICKETS (TYP) 0 w w U d d W W C U- Zd W� O ce W W i p i 0d ¢2 Z x= O� u3 Fd ¢LL 2 M Z UM az�h ~Zo Q W �LLm O Z Z(DN`3F.'^-. En w 12 Cn LU Z � U a W= ~o Wrn K Z a F-- 0 KK 02/23/18 A-1 X 1 1 1 1 111 /1 ALUMINUM MEMBERS DIMENSIO', \0I / o,�z?/� HOLLOW SECTIONS 2x2: 2"x2"x O.046" " 1I8"xYx2"EXTRUDED ANGLE 6052 HJ2 ALLOY' ���� �['�C �' •••• / / 2x3: 2"x3"x0.050" �: • 2 x 4: 2" X 4" x 0.050" co Q: = LEU LL _ O 2x5: 2"x5"x0.050" UPRIGHT — • Cl)h m W Q— 0.. ' W * Z = OPEN BACK SECTIONS I = C/ F~4- 1 x2: 1"x2"x O.040" CONC.HEADER: (Ji;I N�, �` lx3: l"x3"xO.045" 1"x YO.S. BASE PLATE -TYP 1/4"x3"CONCRETE i �•, SNAP SECTIONS zrtiuiuwxe i I'". coos xseeea EMEEOKEN! SCREW ANCHOR ®24" O.C. WOOD HEADER •!�� 2X2Snap: 2"x2"x0.045" '""c"aa ��q°'t #10x3'WOOD SCREWS HEADER EMSTING/OH••••••••••••••• `��` iue<, Sd MIN EOGEDISTANCE FROM (d11Y O.C. •� n �O\ 2x3Snap: 2"X3"X0.050'• -- `SIABI FOOTING - - >__ e— _ �_, �• EXTERIOR OF COLUMN TO `1 \\\\ 2 x4 Snap: 2"x4"x0.045" SEE PLAN OUTSIDE EDGE OF SCAB _ _ _ PROF I SIJJ SEAL SELF MATING (SMB) SIDE VIEW 2x4SMB: 2"x4"x0.044"X0.100"- -- (' 2x55MB:2"XS"x0.050"x0.100" —__-_—(1)A/2"DLA_THRUBOLTw/NYLOCK JAMNUT- IN LIEU OF NYLOCK JAM — — _ I ❑ 2x5SMB: 2"x5"xO.050"x0.120" NUT, JAM NUTw/THREADLOCKER-- 2x7SMB:2"X7"xO.057"xO.I2O" (1)36'DIA CONCRETE MAY BE USED — — -- Lj Ld 2x 8SM13: 2"x8"x O.072"xO.124" SCREWANCHORS ' ' TIGHTEN TO CONTACT -DO NOT ....__-.. _._. ..-.. ...-. 0 1 a (21/4•CONC. EMBED) OVERTIGHTEN OLLOW Lu 2 x l O SMB: 2" x 10" x O.092" x O.398" SECTION $ i — 21 MINIMUMOWY EDGE -- WOOD LL MINIMUM FASTENER SPACING: 3/4N�1�" e• 7HOx3"WOOD SCREWS ,a (a� 12 O.C. y1 a 2 . 2 CONCRETE SCREW ANCHOR: •Is °'' •e ° ,. ', 1"x YBASE PLATE ANCHOREDTO ' CONIC W/1/4"CONCRETE SCREW CONC: Vr DIAx3"CONCRETE W Z y�i ^i !2 IN ON SA4PSON TTTEN HD ORE EQUIVALENT .. I ANCHOR(MIN. 11/4"EMBED) " SCREWANCHOR 24"O.C. 0 5 Q W Z SHEET METAL SCREWS (SMS): SLAB/ FOOTING, se• 6" MAX EACH SIDE OF POSTAND , O = ITW / BUILDEX OR EQUIVALENT SEE PLAN 24" O.C. MAX V x 2" HOLLOW LU F-LL LL FRONT VIEW SECTION EXISTING HOST B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B-I 1X2 TO HEADER DETAIL Z Lj A-2 SCALE NITS A_2 SCALE: NTS J N I NESE PLANS AND ALL PROPOSED WOK o Lu ARE SUBJECT TO ANY CORRECTIONS LLI r = . REQUIRED BY FIELD INSPECTORS THAT Z w �3CC c =) Z m I "'. MYBE, NECES®4 YINDR0EFl En LL 4 � OPTION 1: 2"x ISMS UPRIGHT 21/YWI x 118" x(TOP RAIL DTH ' F'TO pp 1{ R [ p M®IO�PI?Y 5�I I�h LF MCC. A, + 12" x UPRIGHT DEPTH -12h W�©E57e ALUM BACKING PLATE ( OPTION 2: WOOD HEADER W/ (4) 010 x 1 12" SMS 2' x 0.062"ALUM RECEIVING (1)3/8"x WLAG SCREW INTO HEADER INTO SCREW BOSSES I CHANNELW/(4)#10x3/4" CONCRETE HEADER I SMS INTO GIRT& (4) (1) 3/8" DIA x 3" CONCRETE SCREW 2" x 2" OR Y x 3" 010 x SW INTO UPRIGHT WOOD: ❑ ANCHOR INTO HEADER MEMBER I 1 #10 x 3" WOOD SCREWS, 6" —_---_--- --- FROM GIRTB@12"D.C. to (� CONC. N Z -- -- — -- -- -- ___ •• ' — __— —' - — — U4"DW x 3' CONCRETE q �++ -• ( SCREWANCHOR;e' - 1 FROM GIRT &@24"O.C. I I EXISTING HEADER 1 ( spaced to prevent ' 4 spaced to f Spaced to ( prevent prevent (4) #10 x 1 12' INTO LL Q W I pass 1hN of pass Ihni al pass tool of SCREW BOSS � O sphere 4" sphere 4" sphere 1 SEES — — — _ — V m 0 o n Lu lJJ _J W W m __ FOR UPRIGHT I 0 F- CD Z M 1°x2"HOLLOW 7"x 2' W/#10x2"SMS-6" CONNECTION = _ _ = o Z W J SECTION MAX EACH SIDE OF POST 2"x HOLLOW d ~ LL AND 24" O.C. MAX SECTION GIRT _ — — __- ..- __..—..... . -_- _. .— — __. —_ _. TOP OF DRAWN BY CONc SLAB 1 KK V x Y x 0.125"ALUM ANGLE W/ (4) #14 x 3/4" SMS INTO UPRIGHT 2" x 2" x 1/16" NEOPRENE I"x 2" DATE DRAWN V x V x 0.046" PICKET PAD SHIM @ EACH FASTENER LOCATION 02/23/18 2" x UPRIGHT AT4"O.C. MAX INTERNALLY 1•x2"BASE PLATE ANCHORED TO REVISION SCREWED TO TOP CHAIR RAIL 8 BOTTOM I"x 2"W/ (2) #10 x T CONC IN 1/4"CONCRETE SCREW ANCHOR (MIN. 1 IW EMBED) 1 _ - V' MAX EACH SIDE OF POSTAND 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 Z SCALE: NTS A-2 1' ho CONTRACTOR: JENSEN BEACH ALU, " IM DESIGN CRITERIA: 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 Alm 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 6th 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. Basic Wind Speed, Figure 1609.3(3), State ofFlorida Debris Region& Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed Vumr =150 MPH, V"." =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure D- - -- — -- -- __ 3A. Screen Enclosure Section 2002.4 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type I - Screen Room: Nan -Habitable, Unconditioned Leading: 1. Section 1607.8.1: Handrails and Guards a. Uniform Load of 50 PLF applied in any direction. 2. Section 1607.8.1.1: Concentrated Load a. Concentrated Load of200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a. Horimmally applied normal load of200 LBF on any area Foundation Design Existine concrete slab. No additional concrete famine or slab is required to resist the loads imposed upon the existing slab by the proposed construction ifthe existing slab is a minimum of4^ thick and in sound condition, free from structural cracking, spalling, or other deterioration Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this pmjecu 1. All work shall be in accordance with the 6th Edition (2017) 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 manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Smcoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material most be approved 4. Fastemers 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 k14 screws 6" from ends and 24" center to center or q12 screws 6" from ends and 12" center m center. 6. Where concrete specifications am 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 HL 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 H. 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 Parts 1, 2, and 3 including hot weather recommendations. e. Moist care 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 vaporbamier. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All Bashing and weatherproofing shall be provided by the contmcmr. 8. Door location shall be determined by contractor in the field 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEEE (EXPOSURE HAVE BEEN DETEF. QED USING THE ADVANCED TECHNOLOGY COUNCH>S WEBSITE AND GOOGLE EARTH. 11 —12 1- 6'1 " F LEG910PY B-2 2//-9 1X2 1X2 m N X C N A-2 X y— X r 2X3 N 2X3 1 6'-3" 6'-3" C-1 A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT iJi�,Y BE NECESSARY INRDER TO;:;;=' C011F Vgfn LAi)PLig0A POQES. 1 X1 PICKETS (TYP) is 0 0 - CCui OV u] d i K cc cc W 0 0 K.. p LU W ill a= O� z� W l-LL zt` Z U J J Z z$ T w �LLAr� s Q W �-mu z Z (7 a r—r— `o o Vl W (A ty m W Z C a W = U II{((y--J�I W F 03 Q W� qt LLI O^Ni 0 DoFZc� a Flz =-� 7—Wi IJL N5 DATE DRAWN 02/23/18 REVISION 1 - SHEET Nt .. A-1 ALUMINUM MEMBERS DIMENSI( HOLLOW SECTIONS 1/8"x Tx 7 EXTRUDED ANGLE 5062 H32 ALLOY EASIDE \\ . ......... •• •• 2X2: 2"X2"x0.046" 2 x 3: 2" x 3" x 0.050" J\�� Illy `Q:TtJ l✓ 2x4: 2"x4"x0.050" p •'.,- 2 x5: 2"x5"x0.050" UPRIGHT co O LU ; Q_ D:w OPEN BACK SECTIONS f • LD O W O_ L 1 X2: I"x2"x O.040" 1 x 3: 1" x 3" X 0.045" ® 1'xY O.B. BASE PLATE CONC. HEADER: 1/4° x 3" CONCRETE , SNAP SECTIONS ituJum wrvc 1 ¢"vr uinwne • xncxoa eueeousxr :nxwoa susmu� SCREWANCHOR@24"O.C. ��/' OOD HEADER: EXISTING // "'" MINN' '( •• ••'••• ` �\ 2x2Sna 2"X2"x O.045" z •. un 6d MIN FROM #10x3"WOOD SCREWS HEADER %0(� QO \ x3 Snap: 2"x3"X0.050" 2-- TING---EXTEROROOF CIOL MNETO SLASE @1Y O.C. 11 �i 2 x4 Snap: 2"x4"x0.050" •_ - -- OUTSIDE EDGE OF SLAB P/ _ — PROFE ROF II SIO LSEAL C SELF MATING(SMB) SIDE VIEW S 2x4SMB(2"x4"xO.044"x0]D0"__ -- - _ _ (1)12"DIATHRU BOLT w/NYLOCK 2X5SMB: 2"X5"X0.050"X0.100* — _ JAM NUT=IN LIEU OF NYLOCK JAM - 1 -. - r _ 2x6SMB: 2"x6"x0.050"x0.120" 1 NUT, JAM NUT W/THREADLOCKER --- 2x7SMB:2"X7"X0.057"xO.12O" (1)3/8"DIA CONCRETE MAY BE USED —-------- CC yj ui C 2XSSMB: 2"x8"xO.072"x O.124" SCREWANCHORS i I TIGHTEN TO CONTACT -DO NOT .. ... ... ____....... ..._ ..... .._.. ._-.-. O (% y d 2 x95MB: 2"x9"x0.072"x0.124" 2x 10 SMB: 2"%10"x0.092"xO.398" (21/4"CONC. EMBED) OVERTIGHTEN i 1"x2"HOLLOW SECTION W ¢ i LL w� MINIMUM FASTENER EDGE DISTANCE: 12" WOOD: O Q MINIMUM FASTENER SPACING: 3/4" _ ' .. , tttO x 3^WOOD SCREWS y m •.� • @12"O.C. W 1S .E �i •4' e 1°x2"BASE PLATE ANCHORED TO `•'• CONC: W 1� i OJN CONCRETE SCREW ANCHOR: HD EQUIVALENT s•,. CONC W/1/4"CONCRETE SCREW • 77ll ANCHOR 11/4"EMBED) 1/4"DIAx3°CONCRETE Z Qm' �a Qi ? SIMPSON TTTEN OR SLAB FOOTING ' ' s•��}x• (MIN. a SCREWANCHOR@24"O.C. V` O Z IY < SHEET METAL SCREWS (SMSI: 6-MAX EACH SIDE OF POSTANO •' BEE PLAN • HW I BUH.DEX OR EQUIVALENT • 24"O.C. MAX I"x2"H( IV _ UJ Hd �LL FRONT VIEW SECTION zNCHosr Ewsn � - c C B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B—f1X2 TO HEADER DETAIL Z J v Cr, SCALE: NTS A-2 A_2 SCALE: NTS J 3 a aZO zo$ z MESE 5 AND J ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ,` o z = t REQUIRED BY FIELD INSPECTORS THAT Z(jm3^s o 0 Z m ggu� •• a -c € - Z ' '9AYl3C NEQ�S'vARv �! RDE�ITo !N WV� 9 3 OPTION 1: ! 2"x SMB UPRIGHT 212" x LB"x(TOP RAIL WIDTH I 1 p p t� PP -1 I'Ip. ry COIAPLY y�lllln L•iRif'1'yI{TQji��pES� a z + 112" x UPRIGHT DEPTH -12") �_.�_ _�.. _ ... .. a ALUM BACKING PLATE I OPTION 2: C WOOD HEADER W/(4)#10x 1117SMS i 2"x 0.062"ALUM RECEIVING I u (1)3/8"x3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNELW/(4)#10x3/4" CONCRETE HEADER SMS INTO GIRT &(4) (1)3/8"DIAx3"CONCRETE SCREW 2"x2'OR2"x3° #10x 3/4"INTO UPRIGHT WOOD: 0 ANCHOR INTO HEADER MEMBER f I #10x3"WOOD SCREWS, 6" J C — — — FROM GIRT&@ITD.C. to ca CONC: H Lu Z C C ----_---_ 714"DW x3'CONCRETE Lu Q I SCREWANCHOR.6' Q U i FROM GIRT &@24"O.C. 0 O EXISTING HEADER I I I spaced to I I spaced to I spaced to I I prevent prevent 1 ' prevent I INTO SCREW ty U a W F QT C thm Mm l of BOSS oft p4 p4"sphere ass p4'spaw hem W M sphereaw EE BSERIES i _ _ _ O o n ; J N W i OR UPRIGHT I I I( ]2F I _ _ _ 1"x2"HOLLOW 1"x 2° W/#10x2"SMS-6" ONNECTION cc D p Z W J SECTION MAX EACH SIDE OF POST - — - - — -- - --- — -- — — -- -- - - — — — 2"x HOLLOW a H- D It AND 24" O.C. MAX SECTION GIRT 00 _ — — — .... — ..— _. _ -' — -- - TOP OF DRAWN BY cONc stAB I KK 2' x 2'x 0.125"ALUM ANGLE W/ (4) 914 x 3/4" EMS INTO UPRIGHT 2" x Tx 111E" NEOPRENE 1"x 2' DATE DRAWN PAD SHIM @ EACH 1"x 1"x 0.046" PICKET FASTENER LOCATION 02/23/18 2' x UPRIGHT AT4"O.C. MAX INTERNALLY Vx2"BASE PLATE ANCHORED TO SCREWED REVISION 1TOPCHAIRRAIL8 BOTTOM I"x2"WI (2)#10x2" CONIC WI 1W SCREW 1 _ ANCHOR(MIN. 1 IW EMBETEED) ANCHOR (MIN. 1 V4" EMBED) - 6" MAX EACH SIDE OF POSTAND 24' O.C. MAX B-2 POST TO HEADER DETAIL C+ C-1 1X2 TO HOST STRUCTURE DETAIL SCALE: NTs A-2 CREEN ENCLOSURE RAILING DETAIL A-2 SCALE: NTS SHEET N0: A-2 SCALE: NTS—� YP4 a �Sii�f