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HomeMy WebLinkAboutPLANSCONTRACTOR: South Florida Aluminm, ' ducts, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Smactural 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. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 10fi 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: VnT =IN MPH. Vic =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room: Non -Habitable, Unconditioned 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.030" Structall Composite Panel, 1.0 # density foam, Florida Product Approval Number FL 21443-RI. 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. ])Inc to quality control issues, no manufacturer substitution is acceptable without the speck written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 4. 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". 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: 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 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 for termites in compliance with the FBC. g, Concrete shall be placed over a polyethylene vapor barrier. It. 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 of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED A%7% FXPOSURE HAVE BEENDETER U USING THE ADVANCED TECHNOLOGY : NCIVS WEBSITE AND GOGGLE EARTH. 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DE oREVIEs , i it F11, I r[{���{, PY 4 ALUMINUM MEMBERS DIMENSII ' T HOLLOW SECTIONS 1/3"x2"x2"EXTRUDED •( 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA \\\\: .• ., 2 x 3: 2"x 3"x 0.050" SIDE W/(4)#14x 3/4"SMS • • \\\\24�1 ;• •.••%�i� 2x4: 2"X 4"x 0.050" INTO UPRIGHT • • (` M LL A. 2 2x5: 2"x5"x0.050" Q Z c 0 0 OPEN BACK SECTIONS d W li R' Q 1 x 2: 1"x 2"x 0.040" :. re,rvNme u+arodeeimm�evr i Q 0, lx3: 1"x3"x0.045" •'a .a O GO SNAP SECTIONS e ..' �� !y Z !V� ••' .•' /-••, ••••. ••� 2X 2 Snap: 2"x2"x0.045"•: a'. z�•'`� •.•••• �O�\\\\\ 2x3 Snap: 2"x3"x0.050" , 2"MIN EDGE DISTANCE FROM � '',,#8flu Q 2x4Snap: 2"x4"x0.045" S ESLABP/LAN TING • . ; .°.4 ' 4} ENTER *111��\„`,,\` I•• EEOGE OFUSLABO ' 0.040"z 111Tx2tB"x 71/2' SELF MATING/SMB) SIDE VIEW OPTION 1: INTERNAL OR EXTERNAL ALUM RECEIVING CHANNEL 2x4SMB: 2"x4"x 0.044"x0.100" 2"x 7x 1/6"ALUM ANGLE W/(3) INTO p' 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" W/(4 #10z5/B"EACH SIDE EACHFA I GIRT EACH FACEB(3) W W 2 x 6 SMH: 2" x 6" x 0.050"x 0.120" #10 x 314"INTO UPRIGHT ULIZ 1 2x7SMB: 2"x7" X 0.057'x 0.120" In 2x8SMB: 2"x8"x 0.072"X0.124" (2)3/8"DIA CONCRETE SCREWANCHORS UPRIGHT z 1p 2x9SMB: 2"x9"x0.072"x0.124" (21/4"CONC. EMBED) — — — — W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" _ _ _ _ QZ MINIMUM FASTENER EDGE DISTANCE: 1/T' - -- CHAIR RAIL MEMBER Z MINIMUM FASTENER SPACING: 3/4" __ _ __ 11AµP1�" _ J I- _ — _ _ 1"x T BASE PLATE W7 ANCHORED TO CONC 1/4' 2" x PATIO 0 91. z •' a.' CONCRETE SCREW ANCHOR EXTRUSIONLn N W Q CONCRETE SCREW ANCHOR: srmmuEnr X., (MIN.1 1/4" EMBED)Ll LLU U_ SRAPSON TITEN HID OR EQUIVALENT �� , • O"MAX EACH SIDE OF Post SHEET METAL SCREWS (SW: ,. e', O.C. MAX LL _ ITW / BUB.DEX OR EQUIVALENT 7 C F 4 e.. 4 ate.. SLAB FOOTING : •' s. . • SEE PLAN • • • : FRONTMEN Z Z 2 x 3" PB UPRIGHT TO CONCRETE DETAIL C CHAIR RAIL TO UPRIGHT DETAIL Qq § A-2 SCALE NTS A f1L SCALE NTS p^ F Z �u;I b d J26RLLmm s Q W Bc�m N 0 Z CF= 1" x TO.B. FASTENED TO CORNER C7 0 a POST W/ #12 x 7 12" SMS AT &' FROM 1/6" x 2' x 2" EXTRUDED O Z TOP & BOTTOM RAILS. TYPICALLY @ ANGLE 5052 H-32 ALLOY W 1,1 24"O.C. W/(4)#14x3/4"SMS • • LL 1/6" x Tx 2" EXTRUDED ANGLE 5052 INTO DJ CORNER PoSf H32 ALLOY FA CORNER W/ (2) #14 x 2" CORNER POST-\ SMS INTO POST S (1) 3/6" DIA I CONCRETE SCREW ANCHOR INTO •° _ 6' u CONCRETE .'.J+ %..''' (2) #10 X 7 12" SMS 3 WwN me WOOD: THRU SCREW BOSSES _ _ _ SLAB /FOOTING u+c�waErd3mr x,. I #tO x W WOOD SCREWS, 6" 2114" NCONC SEE PLAN ':4 T FROM GIRT &012'O.C. . ANCHOR EMBEDMENT ..e ' CONC: • 1/4"DIA x3"CONCRETE SLAB/FOOTING'• •.1 • °, .. N 1'1 SCREW ANCHOR, 6' SE PLAN .: '; . 5 fl FROM GIRT & 0 24" O.C. •, a• , W (4) #10 z 1 1f2" INTO SIDE MEW SCREW Boss SIDE VIEW Q U 2' CORNER POST W/ 1"x 2" 0 1 1 {� I (4)#14x2V4"SMS INTO POST BACKSIDE (1)316"DIA CONCRETE FRIGHT (J ��dOf SCREWANCHORS W W d m ! FO x LENGTHAS EDREQUIRED FOR 21/4"EMBED CONCRETE (21/4"CONC. EMBED) E-HUN a N m D M 00 V2"x SCREWANCHOR INTO DOORJAMB O C, K IY r- O J TOR 2"X 3"HOLLOW CONCRETE _ - - _- f1 m m LL LL I SECTION GIRT 1"x 2' BASE PLATE - --- DRAWN BY ANCHORED TO CONCW711V CONCRETE SCREW ANCHOR .. �. •'C',' 5.1 TID 1"x T (MIN. 1 1/4" EMBED) '4 4 DATE DRAWN 6" MAX EACH SIDE OF POSE i"x 2' BASE PLATE ANCHORED TO CONC W7114" - f ` REV1 E® FOR AND 24"O.C. MAX ` a : e, 04/02/19 CONCRETESCREWANCHOR ° .' '• (MIN. 11/4'EMBED) , C�/(j ®E REVISION pe 6" MAX EACH SIDE OF POST • .,®MPLI" `NCE Q _ • AND 24"O.C. MAX 6' COUNTY ST..LlIE C-i1X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW QCC © _ A-2 SCALE NTS 4 CR1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE Ccb PRE -HUNG SHEET N0: A_2 SCALE NTS A-2 DOOR LOCATION DETAIL+2 SCALE: NTS #14 x 4" SMS WI 1 112" DIA. NEOPRENE 3" COMPOSITE FACED WASHER @ 4" O.C., f-PANEL 3"x O.OBT'ALDM ';(�'ru8'i':r'� !' ti4,?:`"�'"... . RECEIVING CHANNEL `a':`"`:.•vsi^t"`•'• W/#tI 3/4-TOPAND BOTTOM AS END CAP SINN 2"X3"FLAT TOP RAIL- NO ANGLE REQUIRED UNLESS SPLICED OR CORNER - ATTACH w1(4)#10x 4"LG III II I3 3" FLAT 2END BEAM II II 2" z 3" PIII I I U FRIGHT I Z I O LL 2"x3"FLAT TOP RAILW/ (4) #10 x 4" SMS INTO POST 2" z 3'FLAT TOPRAJLvJ (4)#10x4"SMS `..•G}' Il+•'-yr.•4r'''. INTO POSE r•.' ,,4.111)+;•: f 2"z T'X 3"LG 2" x 2"x 3" LG _ x 1/8" ANGLE x 118" ANGLE (4) #10 x 3/4" (4) #1 O x 3/4" SMS INTO SMS INTO SCREW BOSSES SCREW BOSSES (2) INTO TOP RAIL (2) INTO TOP RAIL (2) INTO POST (2) INTO POST #14 SMSx 1" MIN. LONGER THAN PANEL W/ 1 112"DIA NEOPRENE FACED WASHER 24" O.C. ALONG LENGTH OF ALL END BEAMS X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT A-3 SCALE NTS FLASHING - IN'. UNDER EMSTING DRIP #14 x 3/4" SMS @ 6" O.C. TOP AND BOTTOM W/ 1 1/2' DIA NEOPRENE WASHER ® TOP SCREW ONLY 3" COMPOSITE (2)1/4" DIA. x 3" LAG SCREWS 6" O.C. S-1 COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS EMSTING HOST WALL 2" x 3" Q ;Z o O O ? a: LLI co W a:' J O C Z \ 1 12" x 2l/8" • 1 112" x 3" x D.0B2' WOOD. / ALUM RECEIVING CHANNEL (2) 1/4" x 3" LAG SCREWS W/ (4) 014 x 3/4" SMS EACH INTO WALL SIDE INTO BEAM / REVIEWED FOR r6®E COMPLIANCE ST. LUCIE COUNTY BOCC S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS W W W d z m ! W 7k az Z . O 13- w h Q W W LL O J 0 _ iL I I U I I I z — i ^� i 5 z�� UZz i Q W 62mm s W zf.s ozzr <i o I oza J LLJ U. o' '. E (A W N > W Of p 0- (� N N F C LLI � D m a m D°LUi DRAWN BY TP DATE DRAWP 04/02/19 REVISION 0 - SHEET N0: A-3 L