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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: ) SCANNED DATE FILED: / 7/ by REVISION FEE: V D St Lucie COUntY PERMIT # 1802-0204 RECEIPT # ) E�_ PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982a52 (772) 4624 553 ML— APPLICATION FOR BUILDING PER IT :)v PROJECT INFORMATION LOCATION/SITE ADDRESS: 14497 Cancun - Spanish Lakes Fairways DETAILED DESCRIPTION OF PROJECT REVISIONS: Add screen door to screen room which was replaced due to hurricane damage CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC131150586 BUSINESS NAME: Master Craft Aluminum Products QUALIFIERS NAME: Jeff Jackman ADDRESS: 1634 SE Niemeyer Circle CITY: Port St. Lucie STATE: FL PHONE (DAYTIME). 335-1177 OWNER/BUILDER INFORMATION: NAME: Theodore Hoffman ADDRESS:14497 Cancun CITY: Fort Pierce PHONE (DAYTIME: 845-667-2587 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: SuncoastAluminum Engineering LLC ADDRESS: 13630 58th Street N. #101 CITY: Clearwater PHONE (DAYTIME): . 727-532-9000 SLCCC. 9123109 Revised 06130/17 STATE: FL ZIP: 34951 ZIP: 33760 SION ST. LUCIE CO CERT. #: 25584 ZIP: 34952 FAX: 335-0860 VAX: VAX: CONTRACTOR: Master Craft Aluminum DESIGN CRITERIA: \� pplicable Codes Regulations and Standards The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. AA ASM 35 and AA ADM 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. ASCE 7-10. .oading Criteria Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 Dead Load: 2 PSF 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 Equivale Basic Wind Speed: VOLT =150 MPH, VAaD =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: CateQo m. pe 1- Screen Room: Non-l1abitable2 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-R4. Foundation Design Existing concrete No additional concrete footing 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 spalhng 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 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 Manua 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. 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 SPEED AND EXPOcrru! HAVE BEEN DETERA41NED USE,HE ADVANCED TECHNOLOGY COUNCIL o .: EBSITE AND GOOGLE EARTH. �k — 7'-6" �K � �� .3 rrr•r,. „� SEP Permitting St. Luc1e 7 2018 Department County, 1=L, ELITE 2000 COMPOSITE PANEL: (FPA:FL7561—R4) 150MPH/EXP C 3"x48"xO.024" (1.0# DENSITY FOAM) MAX SPAN: �_—(� = 11'-3j" WANNER By St Lucie Cow 9'-11" 2X3 \_2X6SMB END 4TH WALL BEAM 3"X48X0.024" 1.0#DENSITY FOAM COMPOSITE PANEL 2X3XO.050PB /-EDGE BEAM 9'-11" 2X3 END BEAM 20'-0" Ir 3"X48"X0.024" pOMPOSITE PANEL 0 n o O o X X 0 x xj r10 to X i Nto M M 2X3 2X3 2X3 1X30B 1 1X30B 1X30B C B A-2 A-2 6'-39" 6'-A" S7: LUCIE COUNTY BUILDING DIVISI REVIEWED FOR GOMPLI REVIEW B.y DATE I P 1411 PLANS AND PERM MUST BE KEPT ON doll,OR NO INSPECTION WILL BADE 1 7'-6" . \\`\lJHII!//// c') t o J , o Q= CL : W w `t Q — 1 Nam.• � o N� z : � , 00 rn d- THESE PLANS AND ALL PROPOSED Wo"', ARE SUBJECT To ANC' CopRCCTIOnS I ilk RE©U'RED 8Y FJU INSPECTOnS THAT U' AYBE NECESSARY IN ORDER TO j COMPLY W.ITHALL APPLJCA..0 CODCS, CONCFXED'ASTF�ERS ORATTACHMEMS ARE THE RESPONSIBUTY OF THE CONTRACTOR OF RECORD O u. 4Q. " S el.` ;y14 s IL..F _- I.= L� �:J E. L'J ❑ u.i ui 0 a W r � m —, O LL Z9Cr �r =� w t]C am _m w ° D -� Z Q Z 2Z <Z OJ Z= W I= a! 0 c Z o ti = J tZ I am Q (D iE 08 2r,8co Q W {j1UJ NN 0 Z Q N n Z � (� $�^ Z EJ in w,dt"� W � W � Q Q U zzw W aUMuT LLw_o 0)ac 0-�r'' DRAWN BY MW DATE DRAWN 01/11/18 L c�. 08/13/18 1 SHEET NO: A-1 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY ° o 0 2 1/4• MIN CONC SLAB /FOOTING a ' e ANCHORENMEDMIFM SEE PLAN b SIDE VIEW (1) 318" DIA. CONCRETE SCREW ANCHORS (21/4" CONC. EMBED) 1 " x 3" BASE PLATE ANCHORED TO CONC W/ 114" CONCRETE SCREW ANCHOR ° a • °< (MIN. 1 114" EMBED) d 6" MAX EACH SIDE OF POST ° • . °ti' e AND 24" O.C. MAX FRONT VIEW 1 DJ-1 UPRIGHT TO CONCRETE @ PF A-2 DOOR LOCATION DETAI SCALE: NTS (3) #12 x 3/4" SMS INTO DJ #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE. FACED WASHER @ 8" O.C. 3" COMPOSITE ROOF PANEL 2" x 3" x 0.050" END BEAM UNG 1 118" x 21/8" xl 1/8" x 0.050" JAMB ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SINS EACH SIDE OF BEAM & (2) 3/8" DIA THRU BOLTS INTO THE POST 3/8" DIA. THRU BOLT (3 TOTAL) 2" x 6" SMB- 3 3"I 93 ST c0 y 10( Imo•.. .. .. ��. _..__ _.. _,.....- • /j /I :XISTING IUI LDI NG A ��►111i11�� i i Ali 2 .c) LL Q,o 0 ar7:Z_ n- : w (p z �' `` / /il4dFr=B$IbvAL SEAL 'E] 0 O w Ld U W L ? m c� u u [C .+ a O 1=6E o C Q uW m J m += am W z �z �z z jA H Z 2 Q z — 07 z =7 F W L � C G C Z 2 c U c v ,H y LL J Ur z Z c� g OC z c^nLu Q W ec `i z LL O Gn Z U II nn z Vs��� D Z��'" 3 n W �u� N LW�// �i LU ` 0 Qz z z W {y� �UWLo —� 0)D.M O a LLLL °=�LLu DRAWN BY MW DATE DRAWN 01/11/18 REVISION n 08/13/18 SHEET NO: A-3