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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: Fee Due: Receipt# Permit # _,) PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION • • . . 2300 Virginia Avenue Ft Pierve, FL 34982-5652 772462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED SCANNED PROJECT INFORMATION Y 1. LOCATION/SITE ADDRESS:''`` l m kN A L,3 4 V St. Lucie County 2. PROJECT NAME C���C1�o�SO�.Q STTE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS alp � '� � � � 7. SETBACKS (ACTUAL) FRONT: BACK:. RIGHT SIDE: /.LEFT SIDE: ��/Z 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New G =. Iab n.Grad SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR:= Raised. Slob, DIlVIENSIONS CONSTRUCTION R = Rebuild VD. --Wood Deck ❑ SCREEN ROOM ❑ " NEW `❑ EXISTING X CARPORT/R44404t OF ❑ NENATEXISTIi1TG 3for6/7Is/ ❑ HABITABLE GLASS ROOM X ❑ CAT 1, 2 OR 3 SUNROOM ❑" NEW �0 "'EjUSTING X ❑ ALUMINUM COMP_ SHED NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW CI -EXISTING X ❑ M H ROOF OVER ❑ V NEW ❑ .-EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EHISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ 1 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.: 00142 Rev.0//I0010 OWNER INFORMATION NAME: n� I r, ADDRESS: CITY: STATE: Y-` ZIP `Y "t cJ 2. PHONE (DAYTIME): (� r;Z 2Z - .55 13 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: Cr STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION 4welST. 56e 2 4cle-P STATE OF FLORIDA REGJCERT #: t-L1 C�/� LUCIE COUNTY CERT #: BUSINESS NAME: - QUALIFIER'S NAME: J.4 P1, ,f Ct�__ ADDRESS: CITY: P—t e"y a � L ZIP gSTATE: '7r% NO. -7'� PHONE (DAYTIME): rAX `� r�l i CA kxy� ARCHTTECT/ENGINEER:o h C"�. ADDRES : 2; n " 1 CITY: t..i o STATE: 21P ' PHONE (DAYTIME): CDJ-3 � L1 C) GO 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 exisfmg host structure, and proposed aluminum addition. All setbacks including Tom, 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) OFiCE.USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % Additional Permits REPORT p0 BIMS FEE MISC FEES TOTAL FEES CODE FRONT PLANS VALUE OF CONSTRUCTION COUNTER ZONING SUPERVISOR EXAbflNER VEGETATION USINGICCTABLE L ' (... I 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 exceed the footprint of the structure that was in existence prior to removal by the storms. , n-..., . OWNER OR CO CTOR SIGNATURE C CT SIGNATURE STATE OF FLORIDA COUNTY OF '�-F- 4 The foregoing instrument was acknowledged before me me this day of )I L4 6,US l , 20_, by / 2-7 R iC /g �b. DI 6 NCES CA who is personally known '; to me, or who has produced STATE OF FLORIDA COUNTY OF 5-= " G6 rr The foregoing instrument was acknowledged before me me this X-t"day of 4 6,f S T , 20 l Y , by / J9-7)Q t c-g ) . � / 5oei4 N C.e S U) who is personally known to me, or who has produced as identification. as identification. (SWTHY ANN BASKIN F< QY" •• ' DOUTTHH ANN BASK , Signature of No ,!••, r°2�. °`o: ; �» • Notary Public -State of No eofNo My Comm. Expires Oct 2, 201..` Notary Rd7fTd)- State of F ' = My Comm. Expires Oct 2, . ="� `�:' Commission # FF 015226 Commission # FF 015' 1 IMPORTANT NOTICES: /•�,/�OF Bonded Through National Notary Assn.' Bonded Through National Notar • TWO (2) SIGNATURE 1111111\\\ .r^.,a/.svL�!ys LeiY�^a '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 OWNER/BLDR 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. Ass JOSEPH E. SMITH, CLERK OF CIRCUIT COURT - SAINT LUCIE COUNTS' FILE # 3938662 OR BOOK 3, PAGE 1216, Recorded 03/28/2014 at 39 AM PERMIT NUMBER' i'I:i: +i::,.i i. , .•.i•t ,i:�l l�•� �.. nih,n:���: 1� r NOTICE OF COMMENCEMENT Th'e undersigned hereby given notice that improvement -,It be made to certain real properly. and In accordance wuh CI'Dptcr 713. Flonda statutes the following information is provided in the Notice of commencement I DESCRIPTXON OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER • 3,9 1 4 — S 01 — 1 7 01 —0009 SUBDMSXON-E Spanish 1tBLOCiC TRACT LOT BLDG UN1T n_ Q`�A =4 SectF. io�6, Township 36s RanoP 40 2.AGENERALX) SCP,MTXONOFXMPROVEMENT: Replacement of Mobile Home 3. OWNER 0`1FORMATION: a. Name b Address 8000 S. US1, Suite 402, PSL, FL 34952 c.interest..,propcny d. Name and address of fee simple Lillcholder (if other than owner)__. _ 4 CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER: �� `IVLO•['�t�-a�g-^'l'��� .'��'s:���e �-3ti�►"l°► �-YY�.��,�co - ��o 5. SURETY'S NAME. ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Flonda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutcs. 201-8418 NAME. ADDRESS ANDP)�ONENOMBER:Doug .Brantley 1 Silver Oak Dr- PSL, FL- 8 In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided In Section 71313 (I)(b). Flonda Statutes: NAME, ADDRESS AND P).10NE NUMBER: 9 Expiration date of notice of commencement (the expiration ale is I year from the date of recording unless a different date s Specified) .......2.. cYPm eTitnN faf TRF Nnl'10E OF COMMINCEM Matthew Lyle W nne v'- PrP--LLdent Signat ice of wrier Print Name and Provide Signatnry'S T tic/Once Owner's Autho,zed Otticer/Director/Partner/Manager State of Florida County of _5 t'- R i r i e - s r The foregoing instrument was acknowledged before me this !X% day of �/�-Gf7• . 20 V By Matthew Lyle Wynne as V I Ce exeslte--jr (Name of person) (Type of authority ,e.g: Owner, officer, Irvsicc, altorncy nt fact) For Wynne Building Corporation / (Name of party on behalf of whom instrument was executed) Personally Known ✓ or produced the following CyVc of 10 Ect'o DOROTHY ANN BASKIN Notary Publlc -State of , 201My Comm. Expires Oct 2, 2018 (Printed Name of Notry Public) (Signature of ary Public) , Commission�I 016228 onic Tilly* Also. Under penalties of perjury. I declare that f have read the foregoing and that the facts in Ile l o my kno.vlecge ant belief (section 92.525. Florida Statutes) Signature(s) of Owner(s) or Owner(s)' Authorized Officef/DifectorfPa agcr who signed ubc By: By STATE OF FLORIDA ST. 14GIE COUNTY -_—_. .. -,,.1 rt tin fQA TH11 r�I BY: Da! Search Results for Map c Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3168 Longitude:-80.3072 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 160 Risk Category III -IV: 171 MRI*" 10 Year: 88 MRI** 25 Year: 107 MRI** 50 Year: 120 MRI** 100 Year: 131 ASCE 7-05: 140 ASCE 7-93: 100 *MPH(Miles per hour) **MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. Download a PDF of your results ME > Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund * Applied Technology Council - 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 - (650) 595-1542 http://Windspeed.atcouncil.orglindex.php?option=corn content&view=article&id=10&dec=... 8/5/2014 k' " °` c N� g'k,.°Pst TO zr3 �s` Of YZN a � 0 <cc CONTRACTOR: TRI-CO1, ALUMINUM, INC. 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, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1 - Patio Cover: Non -Habitable, Unconditioned IFoundation the existing slab is a the Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.030" Metals USA Riser Panel, Florida Product Approval Number FL 1779-R3. 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 Aluminum 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 (ldckplates) shall be an industry standard of 0.024 inches. 9. All flashing and weatherproofing shall be provided by the contractor. 10. Door location shall be determined by contractor in the field WIN,'.._ ' 9ED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. to F� C;Opy ---- ---- --- ---- 2X5SMB 4TH WALL 2X5SMB - 4TH WALL 2X5SMB o za END X a- BEAM N X _ W (n i•7 � S-3 A-2 2X5SMB ASz EDGE BEAM f-1 16'-4" THESE PLATS AND ALL PROPOSED WORK . ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS WHAT g MAY DE NECESSARY IN ORDER TO: .00:M LY.WITH AL. APPLICABLE CODES:. ST. LUCIE COUNTY BUILDING DIVISION REVIE'V6'ED FOR CO IYANCE REVIEWED BY DATE PLANS AND tEnwrMUSTBE KEPT &JOB OR NO INSPECTION WILL BE MADE. co TO 2f It rl' w w Z_ L4 3 a Z w o a aZZ Z Ow O z LU V% Z J LL > Q O w � � O d Ln u ►] Z_ U J F Z_ o_ ¢ z o o m u �/i L wmoo O w arum Z U W Q N N Z (7 � Z g (n w cur LL (A . cn w tr w Q } U Q U Z J N O 0<�m tr LU 0 DRAWN BY EB DATE DRAWN 08/11 /14 REVISION SHEET NO: A-1 c i ALUMINUM MEMBERS;.. _.,""[ENSIGNS HOLLOW SECTIONS �, ' • `'!\ %% 2x2: 2"x2"x0.046" e 2 x 3: 2" x 3" x 0.050" \ c`• 2x4: 2"x4"x0.050" 14/ 2 x 5: 2" x 5" x 0.050" W 0.: _ Co _ BACK - OPEN SECTIONS 1"x2"x0.040" w - = V o 0 t 1x2: 1 x 3: 1" x 3" x 0.045" Z (4)#14x3/4'SMSW/ NEOPRENE FACED c, SNAP SECTIONS I I 3" x W x 0.125" WASHER EA. PANEL W -' �✓ 2 x 2 Snap: 2" x 2" x 0.045" POST 2 x 3 Snap: 2" x 3" x 0.050" I 2 x 4 Snap: 2" x 4" x 0.045" Au�Ib�1f�L} i I PRO SELF MATING (SMB) (2) 318" DIA. CONCRETE 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I 2 x 5 SUB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) I I 3" x 3" x 1l8" EXTRUDED W u.1 (' 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" I I POST BASE W/ (2) 318° 3' x 12" RISER Z W 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" ow. THRU BOLTS PAN PANEL (7 a 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" (3) 3!8" DIA. W Q o 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" THRU BOLTS J Q MINIMUM FASTENER EDGE DISTANCE:1/2'.' a. a '< .• s Q t Z w MINIMUM FASTENER SPACING: 3/4" <. 1 2" x SMB O W ® 4 3•x3"x0.125" W Z CONCRETE SCREW ANCHOR: �a'..a • POST W Q SIMPSON TITEN HD OR EQUIVALENT _ LL > o 0 SHEET METAL SCREWS (SMS): W p a ITW / BUILDEX OR EQUIVALENT N LL B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S A-Z SCALE:NTS RISER PAN ROOF TO POST CONNECTION G A-2 SCALE: NTS c G Z V a J rw- � J N v QN Z Q p 3L Zow U 1. V) m o0. m w W t Q LL N N O Lu t; z 'IH .. u Z Q N N J F Z O o�== o (4) #14 x 3/4" SMS W/ ILE = Z m w O NEOPRENE FACED FLASHING (4) #14 x 3/4' SMS W/ V) W .r u r- FLASHING WASHER EA. PANEL WA HER EA PANEL P"QL 3" RISER PANEL 3" RISER PANEL I _ N W • 1 • I • I EXISTING /l � W (4) #14 x 3/4" SMS W/ NEOPRENE FACED WASHER EA PANEL I EXISTING ►► BUILD] NG/I 2" x S SMB • END BEAM I BUILDING j • • Q } V V Q CV (3) 3/8" DIA • • I I I I - - - I Z 1-- w W }cn� �QH�t THRU BOLTS I 2" x 5' SMB O fp R' 2'x5"SMB - 3' x 3' x 0.125' CV 0_ POST I RECEIVING CHANNEL W/ (4) 3" x 3' POST 1 1 1/8" x 21/8" xi 1/8" x 0.050' I ALUM RECEIVING CHANNEL i I I #14 x 3/4' SMS EACH SIDE OF DRAWN BY W/ (5) #12 x 3W SMS EACH I BEAM & (3) 3/8' DIA. THRU BOLTS INTO POST EB SIDE OF BEAM & (3) 318" DIA- DATE DRAWN THRU BOLTS INTO THE POST - - (3) 3/8" DIA. 3/8• DIA THRU BOLT THRU BOLTS 08/11/14 2• x 5" SMB REVISION S'_'� ISER PAN TO POST 4TH WALL DETAIL S-Z 3• x 3" POST �+ S_3 RISER PANEL TO CORNER POST CONNECTION 1 - © - SCALE: NTS ISER PANEL TO CORNER POST 4TH WALL DETAIL A-2 SCALE: NTS A-2 L A _� SCALE: NTS !1 SHEEr N0: A-2 i 3" RISER PAN ROOF PANEL SELF -MATING BEAM • • \ \\ 1 16" I 1 2'x2" \\ \\ I 1 KNEE BRACE \\ I I \\\ e I I \\ I I 1"x21/8"x1"x0.063" I RECEIVING CHANNEL I I W/ (3) #12 x 314" SMS 1 EA. FACE & (3) #12 x I 1 3/4" INTO POST I 1 1 1 S-4 KNEE BRACE CONNECTION DETAIL L3 / SCALE: NTS 1 � :co � uj LV}- Nr o. ,1 PROFESSIONAL S c7 a w O W 0 W Z W (D °-J Z W �g z at W z�Z 0 0W In " z. W _ cN LLI 2 w Z J LL w J 0 w z Q u L d i G I: _Z jJ r M 5 J = c c ' Q ~ Z 00 F ZnoaO Q 4 N W to M 8, Q Gi 1 W - O LLI F"mm ,�Zy Z (7 o i Z W u u x 3" x 0.125" 'RIGHT fc � W r Q U c � U� J — U Z Q I.- �c\l W_ W } U) 0 M wr0-j d W CV [L .- DRAWN BY EB DATE DRAWN 08/11/14 REVISION © - SHEET NO: A-3