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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: I , j::; .j V, Fee Due: AV& 0Receipt# Permit # JCNNED r 33 PLANNING & DEVELOPMENT SERVICES St 7, BUILDING & CODE REGULATION DIVISION LuCl@ Ca 2300 Virginia Avenue u�t� - Ft. Pierce, FL 34982-5652 ' 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLEDINTO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITEA-1-'� ADDRESS: LL_ UC Y?_pY\0\ 2. PROJECT NAME:,V0k_QV-t ��jp�Q��° e SITE PLAN NAME: 3. PROPERTY TAX ID #: " yA 1q •� �. C'j7 7 Q©� 4. LEGAL DESCRIPTION (attach extra sheets if necessary):Q__:.ye_e- Ho t. - (rn0.0 5. PLAT BK PAGE ✓ -BLOCK —LC�� LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS /0 X �� 7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = SR = WD Slab on Grade Raised Slab = Wood Decb, DIMENSIONS SQUARE FEET OF CONSTRUCTION J SCREEN ROOM ❑ NEW EXISTING 4X _ rt7 ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUN/ROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: NEW �■� EXISTING �X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Reu04/26/2010 OWNER INFORMATION ADDRESS: C YbV�U` CITY: c csL STATE: ZIP PHONE (DAYTIME): EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): () CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME:' `'_Q_ QUALIFIER'S NAME: ADDR S: i - U CITY: 1 STATE: Z. ZIP PHONE (DAYTIME): q]Z) R[51.0FAX NO.-,7Z-2>—(0.•322- email nc�y l,`I-x o'-V , � `` c- . kJl� ARCHITECT/ENGINEER-` T ADDRESS: CITY:(`�(�+eqSTATE: FC- ZIP PHONE (DAYTIME):']1 j �2-(�? d6o NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT q BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE il COMPLETE 13[o INITIALS CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not e,xAc l the footprint of the structure that was in existence prior to re al y the storms. OR CONTRACTOR SIGNATURE STATE OF FLORIDA l� COUNTY OF The foregoing instrument was acknowledged before me this Q day FIN by, �>lJS; Y �S� �� COY \Y who is personally known 1-10—me, or who has produced cation. IMPORTANT NOTICES: ° <= C TRACTOk SIGNATURE r. �''%.,�,�•'� STATE OFF DA r COUNTY OF �yCl :P c . O n d z L Cf O 3 .0+ The foregoing instrument was acknowledged before me 3 w m E!Z v " z me this day of 20 w 3 N 9 Q r a 'A H M �'. T ` C 46 a y by CD o H ,y W N =� � ® r N c n who is personally known �fo me, or who has T V w N produced as 'den""cation. al) Signature o otary • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS 'APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. Property Appraiser - St.Lucie 1'^7anty, FL Page 1 of 1 James E Pough Record: 1 of 1 Property Identification Site Address: 185 NE Caprona Ave Sec/Town/Range: 21 :36S :40E Map ID: 34/21S Zoning: RS-4 PROPERTY RECORD CARD «Prey Next » Spec.Assmnt Taxes Exemptions Permits Home Print �\)UGIE CO ParcellD: 3419-530-0227-000-0 Q .�G'L� Account #: 42622 c Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Owner: James E Pough Christie M Pough Address: 185 NE Caprona Ave Port St Lucie FL 34952-8450 Legal Description RIVER PARK -UNIT 4 BLK 40 LOT 5 (MAP 34/21 S) (OR 3590-1100) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 109400 12/18/2013 149000 0001 WD 3590/1100 Assessed: 109400 8/5/2013 97000 0001 WD 3547 / 1075 Ag.Credit: 0. 6/21/2013 94200 0112 SP 3542 / 1498 Exempt: 4/11/2013 81000 0112 CT 3506 / 2543 Taxable: 1/30/2007 100000 00 WD 2751 /2738 Taxes: 2215.59 6/21/2006 210000 00 WD 2611 / 0096 3/31/1992 125000 00 WD 0784 / 0835 6/18/1991 100 01 WD 0769 / 1287 8/1/1986 0 01 CV 0512 / 2818 3/1/1979 78000 00 CV 0305 / 1455 6/1/1977 75000 00 CV 0270 / 1213 BUILDING INFORMATION Total Land and Building Land Value: 7500 Acres: 0.29 Building Value: 101900 Finished Area: 2198 SgFt Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1977 Frame: - Grade: C - C EftYrBlt: 1990 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No, Use Type Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1977 1 0100-SF Res 250 -Front Ft 90 140 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/pre.asp?prclid=341953002270000 1/13/2014 CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 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., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:VULT =150 MPH, V-D =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I - Screen Room: Non -Habitable, Unconditioned Foundation Design Existing concrete slab. 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, spalling, or other deterioration. Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. 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 Architecture & Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 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 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. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 9. All flashing and weatherproofing shall be provided by the contractor. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED - TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. B- EXISTING B-z A-2 4X4 WOOD A-2 POST EXISTING COVERED PATIO 44'- 0" r'\/1 C`TI A I/, 1X2 1X2 1X2 1X2 1X2 o- rX X X X X ne- X X CV 04 2X2 2X2 2X2 2X2 2X2 1X2 1X2 1X2 1X2 1X2 5-6" C B A-2 A-2 5'-6" 5'-6" 5,-611 5'-6" 5'-6" 5'-6" 5'-6" %of f al,,OF 4 NO. 71637 �: p STATE F ;�Ll� �a NN- PIZdF£66MAG EEA 0 u.i Z p W �n J W Z O w O co z N J W Z Q LL _ 0 Lu o W tr U LLJ U 0 Uw Z DC Z Q' � oa W z� win o 0 Q _Z t2 O V S�lm/1N U Z Z l 3 N N �W7( m < to W NVH w 0 ZW Q 0 U —I�W rn 0(9Z�� �dLo �dLLLL DRAWN BY EB DATE DRAWN 01/07/14 REVISION SHEET NO: A-1 Q a ALUMINUM MEMBERS DEMENSIONS eoe ° ` E ® SIBS of (1)3/8•DIATHRUBOLT w/NYLOCK 4\N ( 80�Bd ®g HOLLOW SECTIONS JAM NUT- IN LIEU OF NYLOCKJAM !b • e ° ° • • T 2x2: 2"x2"x0.046" 1/8' x 2' x 2• EXTRUDED ANGLE 5052 H-32 ALLOY EA NUT, JAM NUT w/ THREADLOCKER MAY BE USED �-•e° G A 0 2 x 3 : 2" x 3" x 0.050" • °° 2 x 4: 2" x 4" x 0.050" SIDE ® TIGHTEN TO CONTACT- DO NOT ° e o 2x5: 2"x5"x0.050" OVERTIGHTEN ® u ° �}O, o f 07 o OPEN BACK SECTIONS c ha I I OPTION I x 2: 1" x 2" x 0.040" 1 x 3' 1" x 3" x 0.045" 4 a d < 2: S7 0.040" x 1 1/8" x 2" x 1 1/8• � ° F rF-e • a a OPTION 1: Z'x 2'x 1/8'ANGLE W/ RECEIVING CHANNEL ° W/(3)#1ox3/4' INTO 0 t� • SNAP SECTIONS < �a, (4) #10 x 6/8• EACH SIDE 0F I I GIRT EACH FACE & (3) w Q / �� 2 x 2 Snap: 2" x 2" x 0.045" y ` a • . ; �'. I 910 x 3/4" INTO UPRIGHT +de lCl �• • . • . • "� \lJ A 2 x 3 Snap: 2" x 3" x 0.050" :' Ga ', a • � • � " , '4; — — — — — — — — — P�"3.r4 ` 2x4Snap: 2"x4"x0.045" TING :e <; a �-� ...d I I a��bAsea SEE PLAN PROFESSIONAL SEAL SELF MATING (SMB) 2x4SMB: 2" x 4" x 0.044" x 0. 100' -SIDEVIEW -- 2x5SMB:2"x5"x0.050"x0.100" — CHAIR RAIL MEMBER I I Lu 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" Lu 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2X PATIO � � EXTRUSION Z 2 x 8 SMB: 2" x 8" x 0.072" x 0.124 (2) 3/8- DIA CONCRETE (D L11 2x9SMB: 2" x 9" x 0.072" x 0. 124" SCREW ANCHORS UPRIGHT Z a 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4' CONC. EMBED) W m J � � n MINIMUM FASTENER EDGE DISTANCE: 1/2" — — Q Z O u; MINIMUM FASTENER SPACING: 3/4" _ _ 1 • x 2- BASE PLATE O m 1n 11/4' MINLONC p s 4 ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR cN U CONCRETE SCREW ANCHOR: ANCHOR EMBEDMENT (MIN. 1 1/4" EMBED) V) W Q SIMPSON TITEN HD OR EQUIVALENT 21/4' MIN CONC ` 4 , 4 . 6" MAX EACH SIDE OF POST LL Z In SHEET METAL SCREWS (SMS): EMBEDMENT ° s AND 24' O.C. MAX O > R ITW / BUILDEX OR EQUIVALENT cc ' e Y o SLAB /FOOTING • • 4 ' ' a � a ,• e SEE PLAN •'` < " PURLIN OR GIRT TO BEAM OR POST DETAIL uj FRONT VIEW A-2 SCALE: NTS B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL (~j A-2 SCALE: NTS LuJ a J o V z :3m � Z x o O QNQ (— Lu Z' r` < N L.LI Iz m o o vi Q z w• 0 0 �LLmm in Q t;QmNrf w "1 CONC. HEADER: u r �= : g. 1/4• x 3' CONCRETE Z z ua0i 3 N < W n SCREW ANCHOR @ 24" O.C. WOOD HEADER: �, WOOD HEADER:EXISTING (1) 3/8• x 3' LAG SCREW INTO HEADER N F o #10 x 3' WOOD SCREWS HEADER CONCRETE HEADER WOOD: @ 12" O.C. 1 3"CONCRETE SCREW R #10 x 3" WOOD SCREWS, 6- ANCHOR INTO HEADER FROM GIRT & @ 12' O.C. CONC: 114• DIA x 3• CONCRETE SCREW ANCHOR 6- FROM GIRT & @ 24- O.C. I (4) #10 x 1 1/2' INTO I EXISTING HEADER I (/•) SCREW BOSS — _ — .— — — _ W > < E 7— ---- Z W SECTION O (j Q — — — — — WOOD: 1"X 2" HOLLOW SECTION 1" x 2• W/ #10 x 2• SMS - 6• Dof I _ - J #10 x 3' WOOD SCREWS MAX EACH SIDE OF POST AND 24" O.C. MAX V U I- co w @ 1C —i = LU Do2'x2'OR2'X3'HOLLOW SECTION GIRT NC. Q Z I 1/4" DIAx 3" CONCRETE 2' x 2• x 0.125' ALUM ANGLE W/ S ch O Lo O. J SCREW ANCHOR @ 24. O.C. (4) #14 x 3/4' SMS INTO UPRIGHT p (L r Ll LL 1•x2' 1"x2'HOLLOW SECTION _ 2" x UPRIGHT "'UDRAWN BY EXISTING HOST EB DATE DRAWN B-1 01/07/14 1X2 TO HEADER DETAIL REVISION C-i 1X2 TO HOST STRUCTURE DETAIL SCALE: A-2 SCALE: NTS B-2 POST TO HEADER DETAIL Q _ NTS A-2 A -2 /•1 SCALE: NTS © _ SHEET NO: A-2