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HomeMy WebLinkAboutRevision 10-11-17OFFICE USE ONLY: DATE FILED: < 0 - /,-/. J / J REVISION FEE: -c 0 PERMIT # SLC 1708-0188 RECEIPT # , PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 3498 - . (772) 462-1553 ;-EVIS-1-ON APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3304 CARACAL DR. FORT PIERCE FL. 34949 DETAILED DESCRIPTION OF PROJECT REVISIONS: C. k a n .e4 e t oClc Loa- 1 1 +e-t- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: RB0028406 BUSINESS NAME: EAST COAST ALUMINUM PRODUCTS QUALIFIERS NAME: CHARLES DEKKER ADDRESS: 913 EDWARDS RD. CITY: FORT PIERCE STATE: FL PHONE (DAYTIME): 772-464-7600 OWNER/BUILDER INFORMATION: NAME: JANENE SIGISMONDI ADDRESS:3304 CARACAL DR. CITY: FORT PIERCE PHONE (DAYTIME: 732-586-2535 STATE: ARCHITECT/ENGINEER INFORMATION: NAME: SUNCOAST ENGINEERING ADDRESS: 13630 58TH STREET � CITY: PHON ST. LUCIE CO CERT. #: 486 ZIP: 34982 FAX: 772-464-7603 CLEARWATER STATE: FL ZIP: E (DAYTIME): 727-532-9000 FAX; 33760 SLCCC: 9123109 Revised 06130/17 CONTRACTOR: East Coast Aluminum Products, Inc. WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: _ _ __ BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE Applicable Codes. Regulations, and Standards AND GOOGLE EARTH. 1. The 5th Edition (2014) 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 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. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =160 MPH, VASD =124 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 2 - GLASS ROOM : Non -Habitable. Unconditioned Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Foundation Design • Existine concrete. No additional concrete footine or slab is reauired to resist the loads imposed br the proposed construMion if the existing slab is a minimum 4" thick with an 16" x 16" thickened slab edge and in sound condition, free from structural cracking, spalline, or other deterioration. • New 24" block wall. See Detail A/A-3 for size and specification. The foundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are applicable to this project 1. All work shall be in accordance with the 5th Edition (2014) 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 20120 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 912 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field 7. 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. h All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. 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 Heated lumber shall be impregnated with a cca salt treatment in accordance with f.s. tt-w-571 and bear the American VSood Preservatives Institute quality mark 1p-2. - c. 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 mil 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 installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing and 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 of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 13'-11 14'-0" 1X3RC 1X3RC 1X3RC 1X3RC 1X3RC 1X3RC 2X3 X X N N 2X3 to to N_ N 0 0 M rX N N 1X3RC 2X3 to N 0 tx N 3RC 2X3 to N O A-2 0 M M N rx 1X3RC 2X3 to N A-2 p M M 1X3RC 2X3 to N_ p M," NA 1X3RC ;a: �. . .44,. 3'-0" 00 oI N CONCEALED FASTENERS -OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FiELD INSPECTORS THAT MAY 13E COMA Y WITN ALLRAPPMAA® E TO CODES. \`1111iilfl!// �Z =a•'z ( W i Q ,� P,1 R O \\\ PROFESSIONAL SEAL \ COMPONENTS & CLADDING - VAM DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF ADJUSTED C077,; I¢I R +36.8 PSF / r SF 24" BLOCK A-3 A-3 A-2 KNEE WALL(TYP) � tk ' S7, 5'-51" 5'-51" 4-8" 4-8" V-8" LC-rT- Y YE-� II.LV,RVr p G PPgSION RE VIE11'Ea � CE DATE ©PR PLANS PETIJ h �O ASPECTIOST BE KEPT O N jj ?LL BE NL DE, N JOB 0 ❑ ❑ LLI 0 LLI d W ti U_ p °c oc 0m am W �� �2 W Z t/1 Z Z Z W C W LUZ CZ Z �7 =� W t; uJ H C Z V ., J Z BE rn Q W ruLLmm OW G m umi umi U Za NN Z Ur o3CC �Z; I in W .maul in €A W 0 � Q _ U Z O<W U -1 2(¢)W rn O w-'ra� a(0M1:LL TP DATE DRAWN 08/01 /17 REVISION SHEET NO: A-1 \\\�111111111//// IT: . 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