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HomeMy WebLinkAboutRevisions; Screenroom RelocationOFFICE USE ONLY: DATE FILED: ) 7- p REVISION FEE: & 35- lWDR-40111 !� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE . . FORT PIERCE, FL 34982-5052 (772) 462-1553:Y APPLICATION FOR BUILDING PER `" I .r .:. PROJECT INFORMATION 3 LOCATION/SITE $ION ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: (SC C CR60?- o 05V �ifi1�J / %l..ttn/'�x1L�9�2P�yLLa't� � .L•e. 02 � iX � � /.4NJ i9'ZP.�.� ���,(,�. � • C�a�,/�d� .crre?./��a�:�� fiil2 �Q-n2e crd a��!icv�eo�, . CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: J_T QUALIFIERS NAME: A ADDRESS: /D 13 0 N22 CITY: Pv�,�' PHONE (DAYTIME): (Lfo2/ oZ % ST. LUCIE CO CERT. #: MIM "OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: n �i PHONE D. SLCCC: 9123109 Revised 06130117 ZIP: FAX: ZIP: 33 6 0 9' FAX: S7� �/6 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search doFlorida r (C., P7,�.'�� Product Approval USER: Public User f.l�c•.s:rm x7m Product Approval Menu > Product or Application Search > Application List ,Search Criteria `�_ _ �� Refine Search Code Version 2017 FL# 7561 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Anplications EL# Zy_pg Manufacturer Validated By Status FL7561- Revision Elite Aluminum Corporation Category: Roofing Subcategory: Products Introduced as a Result of New Technology James L. Buckner, P.E. @ CBUCK Engineering (561) 491-9927 Approved $4 -St-0 _ -Approvea Dy uBNtt. Approvals Dy Ut5PK snau De reviewea ana ratmea oy the POc anc/or me commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,'please click here-. Product Approval Accepts: ® ® eChe_ Credit Card Safe F ;z https://www.floridabuiiding.org/prlpr_app_lst.aspx 11/16/20, 3:20 PM Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Florida Pal r£;Product Approval IUSER: Public User lo—% Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 .(254) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (25A) 949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email BCIS Site Map I Links I Search I Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering Z Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Indeoendence.pd Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6s0HgAjmo%3d 11116/20, 3:20 PM Page 1 of 2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Date Revised 08/06/2020 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb Panels EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4_ Ij _2017 FBC-Elite Aluminum Corp -Install Approved for use outside HVHZ: Yes Instruct.pdf Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection is ELZa6l_B4_&E_FL 7561 Evaluation Report-2017 FBC.pdf Created by Independent Third Party: Yes provided. See installation drawing for nominal allowable design pressures and spans. Bac S Nex. The State of Florida is an AA/EEO employer. Copyright 2007-2013 state of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here-. Product Approval Accepts: = ® ® c-_'1; M . Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc"/o2bRBYM6s0HgAjmo°/u3d 11/16/20, 3:20 PM Page 2 of 2 ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT> ALLOWABLE LOAD <PSF)1 L/80 I L/120 I L/180 I L/240 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOA IL/80 I L/120 I L/180 I L/240 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 I L/180 I L/240 GENERAL NOTES 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT> L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 2334 2321 21.82 20.22 30 2210 2163 19.42 40 20,86 20A5 17.02 50 19.62 18.47 14.62 60 18.38 16E9 1222 N742 70 17.14 1530 922 80 15,9113.72 7A2 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT) 6' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)t I L/80 I L/120 I L/180 L/240 1. Composite panels shall be constructed using type 3003-11154 aluminum facings. I or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class'B' (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 611 Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the IIVHZ. In HVIIZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I IVHZ requirements are met. 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7- Panels for Building Construction. Testing has been conducted in accord ance to ASTM C7_ O5. Strength Tat of 7. g g g 8. Reference test reports: HETI.05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06.2067, HETI-05-1002, HETI- 06-2I07, HETI-05-1987,HETI-06-2069, HET406-2070,HETI-06-2071, FiETI-05-1994, HETI-05-1991, HETI-OG _07_, HETI-06-2073, HETI-06.2074, IIETI-05-1996, HETI-05-1989, I1ET1-05-1993, IIETI-05-1985, HETI-05-1995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN TT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 I L/180 I L/240 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SP ALLOWABLE LOAD (PSF)1 I L/80 I L/120 4L/1 O' L/240 • SEAL JOINT TH • CTINUGUS CAULKING • CONTINUOUS —7 • 0000 (D000`- )000000000. FACIYG • INTERLOCKING CROSS • OPTIONAL GUTTER OR DRIP CAP SLOPE AK I LING F P (I/4GIIKN SLOPE) 00000000000000 0- i 00 a EPS ORE ILB GR 2LB • 0000000 0 0 0 0 0 ¢ w 000000 O O ti O O O a s 0 57 O o ALUMINUM G0$ i I FACINGS - 000 Imo ---CLEAR SPAN (U INSIDE TO INS` Q 0O O . °O _e ENGINEER OF RECGRD TO PROVIDE .00 36' MAK IN FOR RGOF CGNNECTIONS (4 A� CKNESTSBT°AL b0 ONi 8 25% 'OF PANEL VI TH 2 SIDES SUPPORT ING STRUCTURE DETAIL BY P O O <`F MAX AT S) OTHER ENGINEER. THIS OR ANY -Q • EPS ROOF PANEU S - N DES.>f IPTION ACer DO KIM fi ABSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX IOD39 Tempe, FL 33M Td: (613) W-9966 N J a W � za n2Q wrnl_ C W O EFU oz cCC VHF" 0 � o3U ¢ i Ne LL DO qM. P.E Fla RE FJ1a 7 tX710L 8A SOCwTES. LLC CART8887 Po.'. CTemp% FL 33M W+ eFa,onb eNaete N,bae M ere bIS ma eEUN h u1�m wroeuo w h ao,eanee rM nd 1�Wn ' EervEkem vyd ,hmK M SdNO ��� V.o-F 1 �P SHEET 10F1 Boundary Topographic Survey For: NUM ETBACKREQ. i Northslde Worship Center Inc. SIDE 16NR _ - STREET ADDRESS: rlV-A� ` r ° N LOCUP ED BLOCK 5 5094 DEANNA LANE, FORT PIERCE, FL 34946 p�G Q VA OCCUPIED actMent LEGAL DESCRIPTION: persti��-°co��t�' I LOT 8, BLOCK 3, GREEN ACRES, UNIT THREE S/D, 18.5 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN 18.5 18.40 14.1 18.7 PLAT BOOK 16, PAGE 28, OF THE PUBLIC RECORDS OF 0' 30' 60' 18.23 SAINT LUCIE COUNTY, FLORIDA. OHP - - 0' 18.9 N 89°55'00" E 85.00' 19.02 1.8.81 19.18 GRAPHIC SCALE IN FEET rn;P OHP 0 9.15 LEGEND * ABBREVIATIONS: FND 5/8 IRC _ SET 5/8 IRC A ARC LENGTH ORB OFFICIAL RECORDS -BOOK SET 5/8 IR LS 2980 LB # 790p 0D 18.91 w LB # 7903 A/C AIR CONDITIONER P PLAT DATA BENCHMARK% BSI BUILDING SETBACK LINE P8 PLAT BOOK ELEV. = 18.14d 18.77 35.6' C CALCULATED FROM FIELD MEASUREMENTS PCP PERMANENT CONTROL POINT 26.3' 1 23.3' DISH CBS CONCRETE BLOCK STRUCTURE PG(S) PAGE(S) CONCRETE POB POINT OF BEGINNING y - 5X18.81 cm NC CONCRETE MONUMENT POC POINT OF COMMENCEMENT CENTERLINE P &UE DRAINAGE & UTILITY EASEMENT RSM RADUSSIONAL SURVEYOR &MAPPER S ED I ELEV ELEVATION R/W RIGHT OF WAY 1 3 O �= FFE FINISH FLOOR ELEVATION TOB TOP OF BANK LOT 8 LOT 7 FND FOUND TOS TOE OF SLOPE ih ID IDENTIFICATION NUMBER UE UTILITY IOEASEMENT SHE 1 STORY , . 059 1 61 BLOCK 3 IP IRON PIPE FI N c o 1 0 co MOBILE 4? 1 5 c OCCUPIED IR IRON ROD WATER METER c c o 18 8 �+? HOME 0.77 I 10.48 IRC IRON ROD & CAP SEWER MANHOLE ° �`� c ° c LB LICENSED BUSINESS UTILITY POLE c Z 18.88, ; LS LICENSED SURVEYOR DELTA co rn ® Z TE M MEASURED DATA (� ELECTRIC SERVICE BOX N I 18.2 CONC 18 61 I HANDI CAP NAVD NORTH AMERICAN VERTICAL DATUM Q TELEPHONE SERVICE BOX • 4 ' q OHP OVERHEAD UTILITIES p SET 5/8 I C :• RAMP (0 LB # 7903 X 23.3 .1B.772s 9 '1 GENERAL NOTES < 1&62 a 1q'g8 D 1 ° ' • 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. INV �O° �D �/ a18.59 FND 5/8 IR 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING DRAINAGE 15.47 O NO ID / GNING FLORIDA PIPE 17.46'9i , `�S O ' �3 2 2" �? .� a, 18.�353 I 1.5'N / 2.8'E LICENSED SURVEYOR & MAPPER. 18.47 �� - X 8, �( 18. .X . 7. 139 N 89°55'00" E IW 8.20 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA 18.05 O �- - - - LICENSED SURVEYOR & MAPPER. 18.03 F 5/8 IR N 89°55'00" E ' '- a 60.00' SET 5/8 IRC 225.00' FND 5/8 IR N0 ID NO ID 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF DEANNA LANE HAVING A BEARING DROP 17,50 SET 5/8 IRC LB j/ 7903 OF N89'55'00"E, ACCORDING TO THE PLAT OF GREEN ACRES UNIT THREE, AS RECORDED IN PLAT BOOK 16, PAGE INLET 17.39 LB # 7903 28, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. b d 0 18.07 0 .06 18.40 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD 8.23 8.34 FND NAIL & DISK INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0175 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT SET NAIL &DISK N 89°55'00" E PSM # 5543 DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. N 89°55'00" E 18.39 LB 7903 �`/L t"1 F A A I A t I A A 1 t= N 89°55'00" E 594.38' BENCHMARK - C i I V !� 564.22' 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. ELEV. = 18.40' 125.14' FND NAIL &DISK 1818 60' R/1N 20' ASPHALT 18.44 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS LB # 4286 THEREOF. ZDIROP17.46 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 7.44 _ _ _ _ _ _ 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF \ FND NAIL & DISK RECORD, OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY ACT DEEDS. col) PSM # 4971 �� 12. THE LAST DATE OF FIELD WORK WAS JUNE 26. 2020. r a I n . CERTI FI ED TO: NORTH5IDE WORSHIP CENTER INC.; COPYRIGHT ARNOLD SURVEYING INC. ALL JOB NO. 20-521 1 `� At t101' ` urveying; a.nc. % f�� DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS DATE: 07/08/2Q20 PROFESSIONAL SURVEYORS AND MAPPERS Charles Arnold 6ATE SIGNED OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY SCALE: 1 "=30' FLORIDA LICENSED BUSINESS NUMBER 7903 Professiosial Surveyor & Mapper OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM DRAWN BY: CA 48BB N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 FLORIDA LICENSE NO.4971 ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR REVIEWED BY: CA 24 VERDE VISTA, FORT PIERCE. FLORIDA 34951 DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. (772) 708-1819 SURVEY®ASI-SURVEY.COM CONTRACTOR: JSJ Windows 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 ADMl 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. Ultimate Design Wind Speed: V- =150 MPH, Nominal Design Wind Speed: VA- =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 / Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Screen Room Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-R4. 3. Patio Cover Roof Material: 3" x 48" x 0.030" composite panel Elite 2000, 2.0# density foam, Florida Product Approval Number FL 7561-R4. Cover an a" x 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 18/14 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 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 B ars - 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 flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 10'-o" , 3X3XO.125 POST 0 I 3X3XC.125 POST 9'-6" WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 I b 0 I 4TH WALL CONSTRUCTION 2X3KB T- I 12X5SMB 4TH WALL () EDGE BEAM BEAM 3"X4B'XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL BEAM 23'-0" 3'X48'XO.024' 2X3XO.050 END BEAM 0 I 0 o ALUMINUM KICKPLATE (TYPICAL) A-2 7'-8" 7'-8' 7'-8" 4TH WALL `CONSTRUCTION 2X3KB 2X5SMB () 47H WALL EDGE BEAM 2X3XO.050 2X3XO.050 END BEAM YX48'XO.030' END BEAM 2.0# DENSITY FOAM COMPOSITE PANEL A-3 A-3 2X5SM8 EDGE BEAM zn•_n" . \- 1 .-0• 3"X48"XO.030" 7'-6" � 7'-6- ----- �- 7'-6" 7'-6" 0 I 0 I 1'-0• 3X3XO.125 POST 10'-0" -f 9'-6" CD li v *UJ O ••••. Z i `L .� pq 2Cr-'-)8 -C)0SCCRI REVIEWED FOR CODE COMPLIANCE ST. LUCppIE COUNTY ®®CC REVISION kc)I! CC L W LI w a Z ,m W Z Z Q Z O °- vt'`ti N Z to w W j LL O O = t- 2 - Z 2 (D N§F-. :5 Z H3 QDC - -JIM, 1. LU CC u, a s •p Q W zQ�.. � � o 0 Z J Ly LL IX W F- Z to U LJ d iE W Z 005 Q W Z Lu U V Q LU _ ❑ 0- 0It d Z�U-IJi DRAWN BY TP DATE DRAWN 06/11/20 REVISION 1Q 11 /06120 A _ j?'v Y HIa FF s 4 SHEET NO: A- 1 d Z U 6 au u c 0 LL. J ALUMINUM MEMBERS DIMENSIONS IIb/yJ��,,' ,,1111/11 HOLLOW SECTIONS KICK PLATE NOTES: 1. 0.024 ALUM \\\ ,� '� No /// 2 x 2: 2" x 2" x 0.046" 2. SCREW ALL CORNERS \\\ �\ �(j •°• ••°•. �j // 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 3. 100 B - 120 B WIND ZONES USE #8 x 5/8" SMS @ 12" O.C. `\� ;�4,/ ch •.• �� LL 2 i "I i : y 2x5: 2"x5'x0.050" 4. 120 C - 140 B WIND ZONES : 0 i USE #B x 5/8" SMS @ 8" O.C. + Z LU J OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 5. 140 C - 150 B WIND ZONES USE #8 x 5/8" SMS @ 6" O.C. UJ S d ; (� • F- Q 6. 150 C & ABOVE WIND ZONES (n i¢ V�� 1 x 3: 1" x 3" x 0.045" USE #12 x 5/8" SMS @ 6" O.C. QG > 0 (1) 7. SCREW GIRT, BOTTOM RAIL �s� v '. Z •••••• Gj •�� SNAP SECTIONS & BOTH SIDES /I O �• 2 x 2 Snap: 2" x 2" x 0.045" 2" 0.050" 8. MAX KICK PLATE HT = 36" /'� •.. /�� .. \\� �0 \\\ 2 x 3 Snap: x 3" x 2 4 Snap: 2" 4" 0.045" I I ���hJ1111 x x x I I 3" x 3" x 0.090" IIIIN,1�, SELF MATING (SMB) (2) 3/8" DIA. CONCRETE POST I I I OPTION 2: 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I 0.040" x 1 1/2" x 2 1/8" x 1 1/2" I O' LLJ 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (3" CONC. EMBED) INTERNAL OR EXTERNAL W LU 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" I I OPTION 1: 2" x 2" x 1!8"ALUM ANGLE ALUM RECEIVING CHANNEL �- Z 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" W! (4) #10 x 5/8" EACH SIDE I W/ (3) #10 x 3!4" INTO GIRT EACH FACE & (3) ` nI ('] 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 1"x 3" OB W/ 1/4" CONCRETE INTERNAL/EXTERNAL #10 x3/4" INTO UPRIGHT Z �O 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHOR 6" I 3" x 3" x 1/8" EXTRUDED W Z d 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" FROM UPRIGHT & @ POST BASE W/ (2) 3/8" I - - - - - I - - - - - I J 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS Q MINIMUM FASTENER EDGE DISTANCE:1/2" _ _ _ _ Z d w MINIMUM FASTENER SPACING: 3/4" - - -"- - I I tA O N Z CONCRETE SCREW ANCHOR: `' '4 ' _ - d , ' .q' `' CHAIR RAIL MEMBER I I Lu W Q U SIMPSON TITEN HD OR EQUIVALENT ° a I I 3" x 3" x 0.090" LL Q J SHEET METAL SCREWS (SMS): ° • 'a' • : ; I I POST 0 ITW / BUILDEX OR EQUIVALENT °4,.. , . • ,• p„ ,• •'° • $ ° .b I I V o 00 B),3" x 3" POST TO CONCRETE CONNECTION DETAIL C/ CHAIR RAIL TO UPRIGHT DETAIL m � m � o SCALENTS : A2 SCALE NTS CC �H C `^ z 5zHM J Fr W a:a Zgaa o?co Z �W r V 0 REVR 1y�7�p� E® FOR 118" x 2" x 2" EXTRUDED O z i o LL COMPLIANCE ANGLE 5052 H-32 ALLOY W/(4)#14x3/4"SMS j ® a L W CODE INTO DJ ST" LU o 0 IE COUNTY Socc SLAB! FOOTING • ' ° 2 V4' MIN CONC ° .OREMBEDMENT LLI GRADE I SEE PLAN Z W L) x4 $ e I I 3" x 3" x 0.125" W 2 LU #5 CONT 31" OVERLAP (2) 318" DIA. CONCRETE SCREW ANCHORS (3" CONC. EMBED) POST I i i SIDE VIEW f� (0 Z ❑❑ 0 g ui L: �S AT JOINTS ON 3" CHAIRS I / I- Z TYPE II (1) 3/8" DIA. CONCRETE j/ I V 65 !l CO 0_ MODERATE SLOPE FTG INTERNAUEXTERNAL I I 3" x 3" x 118" EXTRUDED SCREW ANCHORS (21/4" CONC. EMBED) / UPRIGHT / 2:12 3:12 3/8" PRE -HUNG O � � w m - I' POST BASE W! (2) DOOR JAMB 0 O DIA. THRU BOLTS O. Z LO 0 LJ NOTES FOR ALL FOUNDATION TYPES: - / DRAWN BY 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF. A I TP ®' y _ _ ° a 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND ° $' 4 ° c • DATE DRAWN COMPACTED PRIOR TO PLACEMENT OF CONC. + ° 1" x 3" BASE PLATE ° ' .4 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. ' ° ' ANCHORED TO CONC W! 1/4" . ° , :< 06/11 /20 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WRE MESH. ° "' ° , ' •° CONCRETE SCREW ANCHOR ° ° ° ' REVISION 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE °4; ' • 4 d ° (MIN. 1 1/4" EMBED) 4 d' ° CONCRETE FLAT WORK ' . n -' 6" MAX EACH SIDE OF POST ° •.. a 44 11/06/20 AND 24" O.C. MAX 6"' •'4�° o' Q - .4 •° © - A FRONT VIEW TYPE II FOOTING B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL 4 - SHEET NO: A-2 SCALE: NTS ^-r� SCALE: NTS /1 L DJ-1 UPRIGHT TO CONCRETE-0P dJU A-2 DOOR LO SC a ') .- #14 x 4" SMS W/ 3" COMPOSITE 1 1/2" DIA. NEOPRENE ,\,,��I�IIII \\ \ / //// FACED WASHER " @ 4O.C. #14 SMSx 1" MIN. LONGER \\\\ .`� •••..• � A✓- , yPANEL THAN PANEL W1 1 1/2" DIA NEOPRENE FACED WASHER , •. 12" O.C. ALONG LENGTH • • �;•(�� LL ��2y < .ro'?; r hf• �.r.:.,•c•'!i�?;c ., :1:, OF ALL END BEAMS = Q O Q - 3" x 0.062" ALUM W Z LU J RECEIVING CHANNEL :rS < F.:ti.d- .'•t: ��rr :;r;s'�=raw. , ti d : F- Q y W/#10x3/4"TOPAND BOTTOM AS END CAP +`'-;% < /+ `` '*r #14x4"SMSW/ •!�(j 2" x 3" TOP RAIL - NO I I 6" COMP 1 1/2" DIA NEOPRENE FLASHING BY OTHERS /�/ Ot- . I///'r� �• •.� �\ ...• ANGLE REQUIRED UNLESS I I J J I PANELJK FACED WASHER @ 4" O.C. p�0`\\\\\ SPLICED OR CORNER - I I Q ,,�/ ATTACH W/ (4) 910 x 4" LG u� END BEAM I t; r ., 3" COMPOSITE Nt1111111111 I �I z ¢ I t , t _.•« ;:.: r' �° a.hiffZ� bctr •' !{{S(:cyi'`'•i �rti. R%���. ~;'':1{,Y}'jT�ji'•11 �'i'tS'�'ti� .AZ' r:; �{ v.,s, `i',i'i.•....ir2 '.Z1een^V,. •. �:r{t•i j' ROOF PANEL � W W 3"x3"X0.090" ICI I I p UPRIGHT pII � 2"X3" IIIO I i Z pp LL TOP RAIL W1 flflfl W I F ti� •' .11�`'4,«'" adj:r?4�j tif' �tiv": y J ;rd P "s �wr.+h :`.:.�..y.r ?„i" ,.s?fK+:1�1''MU• �!«ti :{•y,;�?S�?: n�-'4:�,q •�'• 'i' ryM.. • ,f; n�Y �,,ih vi }y.;•r r: .,• _4%•w is .`. 1 :;:; L` M, 4" `n.'':f...., r^i :t`i+•, ` ;'tin"rY,',.-� I yy'Mi:'i-ai\••'r,'_•::+ "',r'.�`y+;i 'r•t?... L" a n_ ti .. I �. / h�:ry III , I NII >.*.�:'r;U �-�••a�_'.r _ _!, a,•: v r%:'''� �>; (4)#10x4"SMS � `y''^',� •� r yJ; � s,'<••r:;1� � INTO POST 2" x 3" 3" COMPOSITE Y�'i'`_:% ii TOP RAIL W/' : , ni hjf'%ti4'�'2"4c,)•7y c.. ROOF PANEL #14 X 4" SMS W/ I O 2 W �D (4) #10 x 4" SMS Ntt �M1l 1 l .•r 4�Y. n{. INTO POST k St,n� tiFfr�' •y`, H .': Ntiv>.:rs 1n.r:5•.y:. ao�%f^ 'i i•: %y+i/i,' aL:MYi'�' 3" x 0.062" ALUM RECEIVING CHANNEL 1 1/2" DIA NEOPRENE EXISTING IC W Z d ,: • , . ,t.�41•; r� '.i•J•'_^`�ix3?'.i• i;* �^ .x.. r.,.,F4%t ;i•'' .;. ;. , t. 2" x 2" x 3" LG t•`,.0 ?•�r'T� ...,X,,,,a w i7Tc?;:,rs..H,g.ti :p �,•�^>r : a.o,i . .. 4 : ?sr ;r u,..r'.< " "' ' _ _ _ y— W! #10 x 3/4" TOP AND (3) 3!8" DIA. BOTTOM AS END CAP THRU BOLTS I I FACED WASHER @ 4" O.C. BUILDING (3) 3/8" DIA I / J Q ¢ O CL 2"x2"x3"LG x 1/8" ANGLE 0 N x 1/8" ANGLE I THRU BOLTS I I (/1 Z 2' x 5' SMS I(� Ln Lu 2" x 5" SMB LLI c U 4 (4) #10 z 3/4" () #10 x 3/4' 3' x 3" x 0.125" I I 3" x 3" POST - - � - � ILLC J 0 . INTO SMS INTO POST SCREW BOSSES I SCREW BOSSES I I I I F— (2) INTO TOP RAIL I I (2) INTO TOP RAIL (2) INTO POST (2) INTO POST I CONNECTION AT CORNER CONNECTION AT SPLICE U ^ S-2 COMPOSITE ROOF TO POST 4TH WALL DETAIL z TO 3 S X 3 TOP RAIL CONNECTIONSCE X 3 UPRIGHT S'1 COMPOSITE ROOF TO POST CONNECTION A_3 SCALE: NTS U,` N N $ A-.3 SCALE: NTS � z � m ^ NTS A-3 J W �LLR� Q W W< , Rvr y Q W z0-ar°' w � iODE C I�iA PLIANCE 0 W � o S 1. LUC9 COUNTY LL B C Cy 3" COMP ROOF PANEL SELF -MATING BEAM #14x4"SMS W/ 1 1/2" DIA NEOPRENE ra;• -, a a_q" rq - " j s)„y :�' e:�.cw� y?y�'r;..•w'%.e'. �,��n o:;"s �i�:srFti�. ` r�;l �.n FACED WASHER @ 4" O.C. ••:h £"t". ... <✓{%, %;V •tyY l.. Y'cfk`f•4�'v:. t•,a�.7 y,. fir•.". ..... �.>,k v+'J".iA{�u.,,r ly..'a •4. ;ti7. .". �'.� t �.�' y^I'j:: v ct {i, f t7.. 7�'14rt: 'fV iA',7•.i: cry nyay, c'r C�Yr FLASHING 3" COMPOSITE ti,< '(u+'{rtf+n'FT•`,',9`,'+iyt:;��';ti;r";i�lt•:.�'"„w,+t"�:y"` �i,`ii`CyC{::, � 4 "r ' #14 SMS x 1" MIN. LONGER BY OTHERS ROOF PANEL #14 SMS 1" MIN. LONGER i "' x i 4r • a L•• . •s p yti%,•, ;1.�;�7:is.•.,;:iy�i.�i.,;:L,•r;.;?�,:ii:5;�i•°�::�-°••":^.•�k`..,y:'^;'•i_s'`ii+r,.oyl;y.!rp!• �' THAN PANEL W/ 1 1/2" DIA. THAN PANEL W/ 1 1/2" DIA. #14 x 4" SMS W/ — — — -- — — — - - — H NEOPRENE FACED WASHER 3" COMPOSITE NEOPRENE FACED WASHER 1 1/2" DIA. NEOPRENE @ 12" O.C. ALONG LENGTH ROOF PANEL @ 12 FACED WASHER @ 4" O.C. L O.C. ALONG LENGTH I W OF ALL END BEAMS e xtc ;x:i�rKa '- ,.s ti F a ,S' I«�'':v: .�,?7�C.•,v{ I'", r 1Y. .,1�.. ,�i,:'^�L+;:;": ' AL%�•. a;-1 , t1 ♦ L +4' 1u• r, AK:t :a.';rrni�' �`r+•`)''°' — 'cti, ^i' <' �iuA•. :k<'t"i'4 k lv:. t. ..u%�t7` i:a{,ti' t i'(. + .,„l�.f .i. F• v e•'.. t:A r..'. ...�< HAY,, •!V. y��,µ�ti 1•.<'..,: I I N U CL LLI = W � .�vJ+� .;3n1. ? 4. .•,":i•�'t:�.yr. {' ,v'i, �,yi!�.1+. -.,1': r::{� ��`t ,:ti'. �. r ;.. ."�. •,D..i: RJ<�:J%.� ji,j ,'}. �. W':'.�T ..: qld'.: t.i'.,�,.., a•, .'•,`�.•, •Yyti _. •".•P�.,•�,.Jrk•t.'�. `J.(x.".:iY}Y z 0 g {;.tV, r]!E.JY"t. t'Lr. Ft•�:Cu'I,:id:a!—.. :k. Tf'w— .:. /I . hSt`M��,},^1•':.hTJi:��jtt,:+..r�{`:HI ,r�,..ry:•P«y''3 �y.:a;FY:` �i:..':<� are : f1f i� � � �'�vliL�Y F,JM•M.r/,rt \ I I Q O �J. %ir•te.••%7+,.`= �. \ }PM.,";:•�� itf" Ae•„Wi+:M,y:.g}f .t V --- 2" x 3" x 0.050" e I END BEAM EXISTING © _ 2'END \ \ I I p QZQ � _ _ e + %BUILDING a BEAM 3" x 0.062" ALUM ® _ _ - \ \ \ \ I 12" I LL1b 2 W � co ~ 'I 11/8"x21/2"x11/8"x0.125" ALUM RECEIVING CHANNEL I I /#10 3//CHANG NNEL W/ #10 x 3/4" TOP AND 2"x3"x0.050" \ \ I I \ KNEE BRACE \` I I UPRIGHT O 25 O J a Z W 11 W/ (3) #12 x 3/4" SMS EACH t SIDE OF BEAM & (2) 3/8" DIA I I BOTTOM AS END CAP 1 1/2" x 2118" x 1 1/2" x 0.125" x 3" LONG 3/8" DIA. ALUM RECEIVING CHANNEL W/ (3) \ \ © + I DRAWN BY THRU BOLTS INTO THE POST t THRU BOLTS I #14 x 3/4" SMS EACH SIDE OF \ e TP 3/8" DIA. THRU BOLT I I I (3 TOTAL) BEAM & (2) 3/8" DIA. THRU BOLTS I INTO POST 1 1/2" x 21/8" x 1 1/2" x DATE DRAWN (3 TOTAL) I I I 2" x 5" SMB I LONG ALUM I RECEIVING CHANNEL 06/11 /20 2" x 5" SMB I I W/ (3) #12 x 3/4" SMS EA. FACE & I I REVISION - - _ (3) #12 x 3/4" INTO POST I I 3" x 3' POST-", OST 3" x 3" x 0.125" 0 11 /06/20 POST I ZL S-3 COMP. ROOF TO CORNER POST 4TH WALL DETAIL SCALE: NTS A-3 S-4 COMPOSITE ROOF TO POST CORNER CONNECTION S-5 KNEE BRACE CO�TI N ILy p SCAL • �^ 4 SHEEP N0: SCALE: NTS A-4 A-3 N