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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craftlur; •a 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 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 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: V-r =150 MPH, V- =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 - Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 # density foam Florida Product Approval Number FL 7561-114. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spalling, 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 Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 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 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 n. 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. £ 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. 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 of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEF," "(D EXPOSURE HAVE BEEN DET1 NED USING THE ADVANCED TECHNOLOr-V COUNCIL'S WEBSITE AND GOOGLE EARTH. CONCEALED FASTENERS OR ATTACHMENTc ARE THE RESPONSIBILITY OF THE CONT94CTOR OF RECORD THESE PLAT HS AND A1.I '°0r,0SFD WORK ARE SUiBJECT T 0) r:I'-j" Gc0-'Fc, IONS HEOUIRED m`i F11-L.1 n IhI ur-(' T(:I 3S TI AT scANNED COMM��Y BEJc��m"t:klY 1, ORCILFry TO Rp BY CV��,i WITH ALL lel'�I�I..K."fWL�r+ ( �J ES. at Lucie CDu�ty - 3X3XO.093 POST o r, I I N I 3X3XO.093 POST i 9'-5" ST, LUCIE COUNTY BUILDING DIVISION REVIIEV9E FOR C©MP REVIEWED BY DATE 2 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSP-C'i;7N WILL BE MADE_} 2X6SMB EDGE BEAM 3"X48"XO.024" r o 1.0# DENSITY FOAM I .I COMPOSITE PANEL a 2X6SMB EDGE BEAM A-2 8'-11 8'-11" 20'-8" 3"X48"XO.024" COMPOSITE PANEL 2UK.B. (TYP) s-2 A-2 I) 3X3XO.093 3X3XO.093 POST POST EUTE 2000 COMPOSITE PANEL (FPA:FL7561-R4) 3X3XO.093 150MPH/EXP 0 POST 3'x48"W.024" (1.0# DENSITY FOAM) MAX SPAN: 12'-9' . A-2 I I O CD UJ LU Z i PA60EISbiANAL.SaL � IJ ❑ W W OV n d W d W Z O Cr. LLI Q w W w W 0.2 .2 W �z pz �z Qz Z Z= O� W I--• r` IX LL Z , U S = J 0 Z ZMom LLIW 91 O W " imsL Z3m Zc"agN W N u t . ttWioi O Q LU w aw 0U 1LL -1LO rn 0ZUCOc`rn cc dU(Da.LL DRAWN BY GD DATE DRAWN 01 /09/18 SHEET NO: A-1 ALUMINUM MEMBERS DM,' - HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SUB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7 SMB: 2" x 7" x 0.05T'x 0. 120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE:1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SW: ITW / BUILDEX OR EQUIVALENT 3" x 3" x 0.093' 2" x 2" x 3" x 1/8" ALUM ANGLE EACH SIDE OF UPRIGHT W/ (1) 3/8" DIA. x T CONCRETE ANCHORS INTO CONCRETE AND (2) 3/8" x 4" THRU BOLTS ct u . `JIII 'd B 3" x 3" POST TO DECK CONNECTION DETAILS A-2 SCALE: NTS 3" COMPOSITE ROOF PANEL (5) #14 x 4 7/8" SMS W/ 1 112" DIA. NEOPRENE FACED WASHER PER PANEL (3) 318" DIA THRU BOLTS 2"x6"SMB 3"xT S-?COMP. ROOF TO POST @ 4TH WALL DETAIL A-2 SCALE: NTS 3"x0.( RECEIVING W/ #10 x 3W BOTTOM AS (5) #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FACED WASHER PER PANEL S COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS 3" COMP ROOF E 2" x 3" x 0.050" KNEE BRACE 1 1/2" x 21/8" x 1 1/2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA FACE & (3) #12 x 3K' INTO POST BEAM S'2 KNEE BRACE CONNECTION DETAIL A SCALE:NTS Go o - IZ; U d O o J= Q— to H 0; Co 4k PROFE SSIONAL SEAL L o U ❑ CC Lu ui 0 a a W ILL 0 z o� � am Jm W HM -'m Z Q W W 0z ¢Z Z x3 Q3 W I-d d'- ►J ZUo ?J� J �w Q ry Z o $s ¢g F- m Q W W J 9 91 W 61 r N = u V ' 3 Z (D �3^^ o Z (n Lu IA In W 0 � 0 � Q 0 W DU W LLL 2J Lo OQI—CD 0 ZUcj)co Gam. U co(L U- DRAWN BY GD DATE DRAWN 01 /09/18 REVISION A _ SHEET NO: A-2 E