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HomeMy WebLinkAboutPLANSCQNTPACTOR: TRI-COUNTY ALUM'^^"1,iINC. DESIGN CRITERIA: Applicable Codes. Regulations, and Standards 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. 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 of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vrar =150 MPH. W- = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Erasure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type I -Patio Cover: Nan -Habitable. Unconditioned Roof TNVpe 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel. Florida Product Approval Number FL 19464-RI Foundation Design Existing concrete. No additional concrete rooting or slab Is required to resist the loads Imposed upon the existing slab by the proposed construction if the existing slab Is a minimum of 4" thick and in sound condition, free from structural cracking, spelling, or other deterioration. 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 specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Screen material shall be 18114 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 am to be stitched with either #14 screws 6" from ends and 2V center to center or #12 screws 6" fimn 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 H. Aggregates - large Aggregate 3/4" max - ASTM C 33 iil. Air entraining +/-1%-ASTMC 260 iv. Waterreducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal amessories shall conform to: i. Reinforcing Bms - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not lees than 3" ormom 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 core or polyethylene curing pemtitted. 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 harder. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shill be provided by the contractor. S. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability net to exceed design and engineering fee. WIND SPEED AND EXPOSURE HP_`r-v BEEN DETERMINED USING THE; ANCED TECHNOLOGY COUNCIL'S WEB_:_- AND GOOGLE EARTH. an m m I m 6'-9" V-0" a m BEAM 27'-0" 1 •-0" 27'-0" it APO .e .yam 0 Z CDa o :v o 0 F 0 3X3XO.125 POST 10 1%4 -omo REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY CountyBY St. Lucie ;Set: i 7 :..; C p., q}�F �±f Voi W W W Z (D z W Q Z O LU u3 LL O K 1 i z D Q 0 LL U S Z zH41 W u5 g:3�f W zm= z� W TP 03/06/19 A-1 AL'UNIINUMMEMBERSDIMENSI01-- - _ � IIIIIIII�� HOLLOW SECTIONS \\`,IIN11 \\\\%04 2x 2: 2"x2"x0.046" \�\ 2x3: 2"x3"x 0.050" #14 x3/4"SMS W/NEOPRENE ; _� �' •, �� �ii 2 X 4: 2" x 4" x 0.050" FACED WASHER 0 24" O.C. ` M LL 6' 2 2 x 5: 2" x 5" x 0.050" ALONG LENGTH OF ALL = Q ° y U. END/CROSSBEAMS Z O OPEN SACK SEMONS #14 z 3l4" SMS VM �- W W 1 X2: 1"x2"x0.040" NEOPRENEFACED L N :U ¢ O� 1 x 3: 1" x 3" x 0.045" WASHER 4" O.C. = 6 > Z F- V; e, SNAP SECTIONS ��•. ise 1- ''�. •�'••• y y\� 2 x 2 Snap: 2"x2"x 0.045" I 0 ..•••••' O ��` 2 x4 Snap: 2"x4"x 0.045"PO�x0.725" SELF MATING TSMB) OC 2x 4SMB: 2"x4"x 0.044"x 0.lW' I • 2X5SMB: 2" x 5" x 0.050" x 0.100" (2) 3/8" DIA CONCRETE 3"x 12'RHINO PAN PANEL ! - • Lu W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" SCREW ANCHORS W n• z 2x7SMB: 2"x7"z0.05T'z0.120" 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (3" CONC. EMBED) INTEANAUEXTERNAL • 2x9SMB: 2"x9"x 0.072"x 0.124" 3"x3"z V8"EXTRUDED POST BASE W/ (2) 3/6' • 2"x8" SMB Z 2X 10 SMB: 2"x ]0"x0.092"x0.398" DIA THRU BOLTS • j K MINIMUM FASTENER EDGE DISTANCE: 12" 2"x $'.448 Z Q Z MINIMUM FASTENER SPACING. 3/4" e 3" x T x 0.126' �� • _ __ _ _ _ Q w VI CONCRETE SCREW ANCHOR . ° f a \ (A CC U LY SUSAPSON TITEN HD OR EQUIVALENT 17/2'z21/8"x112"xe"x 0.082"ALUM \ CHANNEL W/(7) LL L _ SHEET METAL SCREWS CMI%: a.4', �,' S • `RECEIVING #14 x 3/4"SMS EACH SIDEOF O 2 TFW / BUII.DEX OR EQUIVALENT' ^ ' e BEAM 8 (4) 3/8" DIA. THRU BOLTS 1 H INTO POST ©T x 3" POST TO CONCRETE CONNECTION DETAIL Z Z RHINO PANEL TO CORNER POST CONNECTION 0 SCALE: MS A-2 A-2 SCALE: NTS A = Z d J � LLmm s Q W wu�m W OLLJ OZa g LL #14 x SA" SMS W/ NEOPRENE FACED WASHER 024"O.C. #14 x 3/4" SMS W/ 014SMSz3/4"WI NEOPRENE FACED FLASHING #14 %3/4" SMS W/ ALONG LENGTH OF ALL NEOPRENEFACED ENE) CROSS NEOPRENE FACED WASHER 0 4" O.C. WASHER 024"O.C. WASHER 04"O.C. 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FLASHING FACED WASHER @ 12" O.C. ROOF PANEL 3" x RHINO ALONG LENGTH OF ALL END / CROSS SEAMS 2" z SMB PAANN PANEL EDGE BEAM illllm �12' I V RHA% OVERHANG (A (A� • • • • _ _ ___- _...____ I 17 w O • • o • • • 2 x5"SMB 2"x5"SM13 END BEAM • • END BEAM -- -' - _ _ N O •• A\ 2"x SMB • • •` ` Q Z w w Q O Z V // EDGE BEAM V A �\ \\ \ \\ I ED aZ}NOV7j 2"x5"SMB 1112"x21/8"x i 1/z'x 0.062' I ' // ALUM RECEIVING CHANNEL \ \ 12" 1 Q yyZ m 3" 3" 0.125" W/ (4) #12 x 3/4"SMS EACH SIDE OF BEAMS 3/8"DIA 2"x3"x0.045" \ \ KNEE BRACE I / i 2"%3"x0.045" KNEE BRACE \ \ 2' x 3" x \ \ x 0.125" w O N LL C. ,- d w x x Posr THRU BOLTS INTO THE POSE O \ / KNEE BRACE RACE \ POST DRAWN BY \ • i TP 11(Z"x 2118"x 11/2"x ` ' 1E2'x2E8"x 11/2"X 11Zx21/6"z 11/2'x DATE DRAWN 0.03" LONG ALUM RECEIVINGNG CHANNEL W/ (3) 0.062"x 3" LONG ALUM RECEIVING CHANNEL W/ (3) 0.062"x 3" LONG ALUM 03/06/19 #72 x SAP' SMS EA FACE 8 #72 x 3/4" SMS EA. FACE 8 RECEIVING CHANNEL W/ (3) #12 x 3W SMS EA. 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