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HomeMy WebLinkAboutEngineer plans , 1909-0464CONTRACTOR: Jensen Beach Aluminum 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 Specifications for Aluminum Structures, Part I -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: N/A 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 3. 3.2. Ultimate Design Wind Speed: VwT= 170 MPH Nominal Design Wind Speed: Vas, 132 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure D 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: N/A 2. Roof Material: N/A Foundation Design Existing concrete slab No additional concrete footing or slab is required to resist the loads imposed p the existing slab by the proposed t tiifthe existing slab' minimum of 4" thick and in sound coalition free from structural cracking, spallbrg, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shalt 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 ofFlorida Aluminum Engineering, Inc. 3. Fasteners are required to be corrosion resistant, mtti mum 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 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. 5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. Door location shall be determined by contractor in the field. 7. Whom 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 if. 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 pemdtted b. Metal accessories shall conform to: I. Reinforcing Bars - ASTM A615, grade 60 if. Welded wire fibric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after bawhing is not permitted. d. Prepare and place concrete per American Concrete hnstitute 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, neat the entire subsurface area 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. 8. All lumber and plywood shall have guide 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, womamalts or celcure, as recommended for the use condition. Pressure heated lumber shall be impregnated with a can salt treatment in accordance with f s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. G. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mit polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and ittstallation methods for anchoring the submitted windows to Alumhrum members and specific sizes as indicated on A-L 10. Contractor shall provide any additional backing (aluminum, wood etc..) mid anchors as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use ofthese plans acknowledges and accepts a limit ofliability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 I m 4- 8'-0., OPENING SCHEDULE F 100'-0" BUILDING HEIGHT APP# 117 BUILDING 136"x 94" 136"x 94" 24'-0" m I 6X6XO.125 I +Y-B'-0"--M MARK SIZE (W"M") MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE PRESSURES 2 90" x 94" POT INDUSTRIES SGD-780 (IMPACT) FL251.7-R31 +56.3/-57.0 PSF +73.3/-80.0 PSF Q 136" x 94" PGT INDUSTRIES SGD-780 (IMPACT) FL251.7-R31 +56.3/-57.0 PSF +73.3/-80.0 PSF © 230" x 94" POT INDUSTRIES SGD-780 (IMPACT) FL251.7-R31 +55.2/-98.4 PSF +105.0/-115.0 PSF Qp 18" x 94" POT INDUSTRIES PW-7720A (IMPACT) FL243.12-R21 +61.0/-60.1 PSF +80.0/-80.0 PSF Q 136" x 94" POT INDUSTRIES SGD-780 (IMPACT) FL251.7-R31 +56.3/-101.6 PSF +105.0/-115.0 PSF i Q� 2�o 062 a : w `° * LU a :U Q O 6. •: i J) ((�•: �+ Z Poll 0 � W W W d Z lrW- W Z Z aZ O_ l/d� vWi N Q W (A uJ u OLL 0 0 = a � G CZZ� C � �pt�n JLU -RR Z o LU=54 OZ J LIJ LL IA N LLI W cc X F� nN Z 2 W 0� Z 1^ F to LU p O Z O_ Z M TP 09/11/19 h\ 09/18/19 1 A-1 3" x 3" x 5" x 1/4" ALUM EXTERNAL ANGLE W/ .� (6)#14x 5/8"SMS' ° INTO THE POST AND (2) 3/8" DIA. x 4" EXPANSION BOLTS OR LARGE DIAMETER r TAPCONS INTO CONCRETE 31,x 3" x 5" x 1 /4" ALUM EXTERNAL ANGLE W/ (6) #14 x 618" SMS INTO THE POST AND (2) 3/8" DIA. x 4" EXPANSION BOLTS OR LARGE DIAMETER TAPCONS INTO CONCRETE } y4h< i 3"x3"x�, 1/4"ALUM INTERNAL ANGLE W/ (8)#14x $/8"SMS _ NTOTHEPOSTAND (2) 318" DIA. x 4' EXPANSION BOLTS OR LARGE DIAMETER ® TAPCONB INTO CONCRETE s" N 3 x3 x5 x114'ALUM INTERNAL ANG),.E Wft (6) #14 x 5/8,SMS INTO TH. OST AND' (2) 3/8" DIA. x 4" EXPANSION _. BOLTS OR LARGE DIAMETER TAPCONS INTO CONCRETE M "b � 2 o O O a :U v *UJ O SN :i iwow" x zhi _ • • * ' QUO, REVIEWED FOR CODE rOMPLANCE ST. LUCIE COUNTY cc ot LL W Lu a z C7 t w Z;g z .z° O a vWi LA z f w W 0 U. 0 _ a ZZs N �Z� J � �LLmm Q LLI �u S ¢ip LL Q) a o Y OzLu 9 LL 3"x3"x5"x1/4"ALUM 3"x3"x5"xU4"ALUM EXTERNAL ANGLE W/ INTERNAL ANGLE WI (6) #14 x 5/8"SMS (6) #14 x 5/8" SMS INTO THE POST AND INTO THE POST AND z (2) 318" DIA. x 4" EXPANSION (2) 318" DIA. x 4" EXPANSION BOLTS OR LARGE DIAMETER BOLTS OR LARGE DIAMETER TAPCONS INTO CONCRETE TAPCONS INTO CONCRETE L%I SZ W >_ K 2 a a Q s 6" x 6" x 0.125" F U m z POST �N O z r • uj U) W m O z cD U) 0. „ n - �. 3x3"z6"x 1l4"ALUM " IIVI tttIVML MNIaLt VV/ (6)#14x5/e"SMS I EXTERNAL ANGLE Wh <,�,_ v INTO THE POST AND " (8) #14 x 5/8" SMS - ^ -' " (2) 3/8" DIA. x 4" EXPANSION y .. sg INTO THE POST AND ;.+.' BOLTS OR LARGE DIAMETER - (2) 3B" DIA. x 4" EXPANSION 6 J ^ TAPCONS INTO CONCRETE BOLTS OR LARGE DIAMETER TAPCONS INTO CONCRETE x 6" POST TO CONCRETE CONNECTION DETAIL_,` B-1 *6" _ 6" x 6" POST TO CONCRETE CONNECTION DETAIL SCALE: NTS A-2 SCALE: NTS TP DATE DRAWN 09/11 /19 REVISION SHEET NO: A-2 v