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HomeMy WebLinkAboutPLANSCOIINTRACPOR: South Florida Alumim �9E S Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Struenmal Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Loading Criteria 1. Live Load: N/A 2. Dead Load -NIA 3. Wind Load: 3.1. Building O"upency Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: Vsax =150 MPH Nominal Design Wind Speed: Vase = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned Scope oPWork: Dees not include analysis of existing structure. RoofType 1. Roof Type: N/A 2. Roof Material: N/A Foundation Deslen Existing concrete slab. No additional concrete footing or slab Is reouired to resist the loads Imposed upon the existing slab by the proposed construction iflhe existing slab Is a minimum of 4" thick and in sound condition, free from structural cracking, spilling, or other deterioration. Sceelilcations 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 modes 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 Florida Aluminum Engineering, Tue. 3. Fasteners are required in be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series '400". 4. All Self Mating Beam Sections am to be stitched with either N14 screws 6" from ends and 2V center to center or 012 screws 6" from ends and 12" center to center. 5. Door location shall be determined by contractor in the field. 6. Where concrete specifications are required, whether in the screen enclosure scope or no, 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 l,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iu. Airentraining+/-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 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. L Prior to placing concrete, treat the entim 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 lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition Pressure treated lumber shall be impregnated with a eca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. it. Aluminum members that are uncoated shall be separated from Pr lumber by 30# felt paper, 10 mil polyethylene shear or equivalent material. 8. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sins as indicated on A-1. 9. Contractor shall provide any additional backing (aluminum, woad etc..) and anchors as requited by the window manufacturers recommended procedures. 10. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 11. All Bashing and weatherproofing shall be provided by the contractor. 12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and WIND SPEED " °' EXPOSURE HAVE BEEN DETERS �:D USING THE ADVANCED TECHNOLOGx"ti,IUNCIL'S WEBSITE AND GOOGLE EARTH. U X_ 1X3RC W/ 2X31NSERT 7'-5" AL KIC COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +25.9 PSF / -34.7 PSF 11 -ING EXISTING POST /-3X3 POST 12'-8" 113'-2" Mos -CPS1611 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COU Y BOCC a,`�011111U4n114/41/,/ 0. `Vx A C2 i a :w # t l- J: 6 •.v> z u ~i Q4 SCANNED BY St. Lucie County � U zz �nCi U z Z Q W ee g i Q 11J V�.' O z�� a oW g LL tit 1A W W Q � O U W Ir w W ==a �z°�m a ooM LL TP 04/15/19 A-1 AIIUMINUM MEMBERS DMNS]v 1 t4t1111 IIIIIbI*,�i HOLLOW SECTIONS - * 7/8" X 2". 2" E%TRUDED \\ •• •�� •• 2x 2: 2"X2'x 0.046' ANGLE 5052 H-32 ALLOY EA �� x4 �• . / /� •Q. 2x3: 2"x3"x0.050" SIDEW/(4)#14x3/4"SMS 1'X 3"ALUM �\\\\�� � • (� 2x4: 2"X4"x0.050" RECEIVING • • CHANNEL CONC. HEADER' J%I47 41 )L Zy 2X 5: 2"X5"x 0.050" 1/4"x T'CONCREIE _ y Q O O = • • SCREW ANCHOR 24" O.C. = : Z o WOOD HEADER: : W / • OPEN BACK SECTIONS 4. #10x2"WOOD SCREWS d V '� Q• 1x2: 1"x2"x0.040"O 1 x 3: 1" x 3" x 0.045" ,d ,; ° �. •urceN4'iee�m iT o.C. EXISTING N HEADER Q •. fn ��•' SNAP SECTIONS v .. .: e' ' °. a,,' . °a i��lyO •••. Z .' �y ''��I�2%4 • 2 x 3 S=ap12"x3"X0.050" •°°• SLAB /SEE ,' Sua Z"x4"x 0.045" ETMIN XTERIOR OF COLUMN TO .'.•a 4XRE PLAN OUTSIDE OUTSIDE EDGE OF SLABSELF MATING (SMB)SIDE 2"x 4" x 0.044"x 0.100" VIEWW2x4SMB: 2xSSMB: 2"x5"x 0.050"x 0.100" Lu 2x6SA�: 2"x5"x 0.050"x 0.120" \W / Z 2 x 7 SMB: 2" x 7" x 0.057"x 0.120" CHANNEL I m �e}} 2 x 8 SMB: 2" X 8" x 0.072" x 0.124" (2) 3/8" DIA. CONCRETE IILL Z o 2x9SMB: 2"x9"x 0.072"x 0.124" SCREW ANCHORS UPRIGHT WO00: �� W z a 2 x IO SMB: 2" x 10" x 0.092"x 0.398" 1/4"CONC. EMBED CZ ) 910 x 2" HOOD SCREW5 7C J ® I Q Q MINIMUM FASTENER EDGE DISTANCE: 12" 1"x3"RECEIVING CHANNEL ONC. x RO.C. ETEI �NCHOR Z Z Q ayWj MINIMUM FASTENER SPACING: 3/4" __ _ _ SCREW g 24IA ANCHORED TO CONCRETE H !Q 2 CONCRETE SCREW ANCHOR: .° w/1/4"X11!4"CONCRETE • 1"x 3" RECEIVNG V% C LWj LLI SMIPSON TTTEN HD ORE EQUIVALENT Q a • SVMAXECHOR -8"MAX EACH SIDE OF CHANNEL c V• O O SHEET METAL SCREWS (SMS): �. ° POST AND 24" O.C. MPX EXISTING Nosf = ITW / BUILDEX OR EQUIVALENT ., P d F Z g FRONT VIEW Z EJ B 2" x 3" SECTION POST TO CONCRETE DETAIL B1 1 -X3 RECEIVING CHANNEL TO HEADER DETAIL m ^ i V` SCALE: MS,� A-Z y G A-2 SCALE: MS J LL m_ m s Q LLI W6,-1 Q WZ 0 Z N0_ Iz KICK PLATE NOTES: O ll.l 1. 0.024 ALUM //�^' LL CONG HEADER: 2. SCREW ALL CORNERS IIVXT'CONCRE'TE S. 100B-120BWANDZONES / 2"x3"x0.050" SCREW ANCHOR Q 24" O.C. USE #8 x 5/8" SMS ® 12" O.C. WOOD HEADER: 4, 120 C-140 B WIND ZONES 010 x 2" WOOD SCREWS USE #8 x 5/8" SMS ® 8" O.C. �01/ @12"O.C. 5. 140 C-150 BWINDZONES %/ USE 08 x 5/8" SMS C 6" O.C. B. 7. 150 C 8 AND ZONES x 5/8" S USE #12 x 5/8° SMS g 8" O.C. SCREW GIRT, BOTTOM RAIL& R� BOTH UPRIGHT / f 8. MAX KICK PLATE HT=38" #12 x3/4"SMSTHRU RC INTOA. PROM SIDE AT H ><j % 3""ECH CHAIR RAIL MEMBER � � CHAIR RAIL MEMBER CONCRETE W W N a LU oU _-__- 2"x 2"x 1/8"ALUM ANGLE 112'z3 VB"x0.08T'ALUM -- ---� --- 172'x31/8"x112'x0.06T' yv`,W0Of W/(4)#14x5/8"EACH RECEIVING CHANNEL W/#12 X 3/4"SMS@S'O.C. - _-_--_ " % ALUM RECEIVING CHANNEL ALONG SIDE OF HOST WALL LLJ 0dm ¢ m FLANGE EACH SIDE OF UPRIGHT EACH SIDE OF PANEL INTO ATTACHED W/ Q D, H V O Z 2"x3"x 0.050" % CONIC: W O xlpp 0 2"x T'x 178"ALUM ANGLE 2"x7z1/B"ALUM ANGLE \j 1/4" DIAx 1 12' CONCRETE SWOOD ANCHORS AT IB"O.G O. O Px W LL DRAWN BY W/(4)#12x5/8"EACH SIDE W/(4)#12 x 5/8"EACH SIDE 1 1/4" DIAx 1 12" LAG SCREWS TP � � UPRIGHT �/ AT 16" O.C. I'EWE® DATE DRAWN OR 04/15/19 REVISION �✓ PLIANCE 1 BLAEISEEP AN ST• LUCIE COUNTY SEE © _ PLAN B-Z C /P1/�Ya �OCC 4 POST TO HEADER DETAIL CHAIR RAIL TO UPRIGHT DETAIL C-, SHEET NO: A_2 SCALE: NITS L /�-r� / G SCALE NITS 2X3 TO HOST STRUCTURE DETAIL /1_2 SCALE MS n _2 HN gL fi - 1nnln,,,. ,`,Ip111ao `•• ,. ., 2' VIA \ • 4z ;4:,co LL 6,•. CD o SN :i 19 v. & 0 uw) y i-y •. woo,••••• - - �I/I/1111111111P0` w ui LU m Z 8 z W z J C a Q Z Z 2 O Q W ui U 3 - LL O J 2 3 C C C L G C z a � C9 z i a Q LLJ � aLu m o OZSg g i J LLJ ILL 3 EXISTING 3" x 3' POST 2" x 3' x O.050" F z Fill C u Z 112'x31/8'x11/2"x0.082" j ALUM RECEIVING CHANNEL N ATTACHED TO EXISTING 3" x to rc °u �i 3"POST W/#12x3/4"EMS AT W LU 12"O.C. 3"FROM CONCRETE CIZ Z u &#12xt"SMSTHRURCINTO 0 5 c 2" x3"EACHSIDEATi2"O.C. 1n 3" FROM CONCRETE Q LU LU O I LU=aa D 0 Z K m IEWE® FOR DRAWN BY Dp TP COi PLIANCE DATE DRAWN UCIE COUNTY 04/15/19 CC REVISION SLAB/FOOTING SEEPLAN AN SEE P _ C-Z 2X3 TO HOST STRUCTURE DETAIL SHEET NO: A-3 SCALE: NTS A-31