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HomeMy WebLinkAboutFosnaughApplicationforPermitAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 04/02/2020 Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial x Residential ... PERMIT TYPE: PROPOSED IMPROVEMENT LOCATION: Address: 10701 S. OCEAN DR. # 659 Property Tax ID #: 4511-805-0060-000-0 Lot No. 60 Site Plan Name: VENTURE OUT -SECTION C -LOT 60 Block No. Project Name: PATRICIA FOSNAUGH DETAILED DESCRIPTION OF WORK: REPLACING EXISTING STEPS & LANDING USING PRE-TREATED WOOD. REPLACING RAIL WITH ALUMINUM MAXI RAIL. SAME FOOTPRINT AND LOCATION AS EXSITING. CONSTRUCTION INFORMATION: Additional work to be performed under this permit —check all that apply: _Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors Electric _ Plumbing _ Sprinklers _ Generator Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 1950.00 Utilities: _ Sewer _ Septic Building Height: OWNERAESSEE: CONTRACTOR: Name PATRICIA FOSNAUGH Name: KARL KANDEL Address: 10701 S. OCEAN DRIVE #659 Company: WHITE ALUMINUM & WINDOWS City: JENSEN BEACH State: F- I, Address: 2880 SW 42ND AVE. Zip Code: 34957 Fax: City: PALM CITY State: FL Phone No. 260-438-5412 Zip Code: 34990 _ Fax: E -Mail: FROSTY421@YAHOO.COM Phone N0772-212-1400 Fill in fee simple Title Holder on next page ( if different E-MailASTAPLES@WHITEALUMINUM.COM from the Owner listed above) State or County Licese CBCO25116 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAIN INFORMATION: DESIGNER/ENGINEER: Name: SEASIDE ENGINEERS Add ress: 4265 60TH COURT City: VERO BEACH Zip: 32967 Ph one 772-2002-6008 FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone:— Not Applicable State: FL MORTGAGE COMPANY: )< Not Applicable Name:_ Address: City: Zip: Phone: State: Not Applicable BONDING COMPANY: kNot Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." IJAZ A Aq4 -&A / YA�All. 4 Signature of Owner Lessee/ o rac r 5s7R7eMMr Owner Signature of C n c /L' s STATE OF FLORIDA COUNTY OF MARTIN The forgoing instrument was acknowledged before me this 2nd day of APRIL , 20� by 610- Name of person making statement. Personally Known x OR Produced Identification Type of Identification Produced (Signature Commission No. STATE OF FLORIDA COUNTY OF MARTIN The forgoing instrument was acknowledged before me this 2ND day of APRIL 2020 by haf&� Name of person making statement. Personally Known x OR Produced Identification Type of Identification Produced Ki (Signatur6ofNkaryPublic- f"atggq Fles.Y" ie A Stag 2951D2 Sys ommhssionGGCommission No. � , F -3t oaa ti _ _ � � atii _ � PERVIS REVIEWS I COUNTER TER ROEVIEW S REVIEWOR I REVIEW PLANS �VREV EWEGETATION S EV EWATURTLE MREV EWVE DATE RECEIVED DATE COMPLETED ev�=9-- .. WHITE Improving Nome & Life For 60 Years ❑ 10/07 ❑ 2101 U.S. Hwy 441 1720 NW Federal Highway Leesburg, FL 34748 Stuart, FL 34994 (352)787-6783 1 0 7o I (772) 692-0090 Comm. __ n Sales Start Date: Sold To: SALES CONTRACT State Certified Building Contractor #CBC001467 State Certlfi6d Building Contractor #CBC1250625 State Certified Building Contractor #CGC1508437 Lj 6005 W. Highway 17-92 12610 Metro Parkway Haines City, FL 33844 Fort Myers, FL 33966 (663)956-3441 (239)481-4900 rpe Material Crew: I Sales Lead #: [ Directions to r�- CW73Y9 Contract No. 120201 ❑ RETAIL ❑ WHOLESALE 237 Interstate Boulevard 11.0P1 i14'a Sarasota, FL 34240 P " (941)371-7295T11,_ ' (777)212-1400" End Date: Clty: t6: Zip: LV51 Property aescriptfon: _ Subdivision Block Lot(S) Phone: (2 932) 7q 2_ Date:2_11(0 I hereby acknowledge that the improvements specified herein Customer's are to be done ar Real Property Owned by the P rchaser. Email Address: Z) a� . awn lniY�• � _111V '11:1111 J, This is a contract to perform the services as outlined below. All Labor and Mat rials ar fnclud d in this ted. Any agreements contrary to what is stated herein are not bi ding according to the provision of this contract. r+nkr•r•o A e+t or% ' 11 J ❑ Mobile Home ❑ Conventional ❑ Condo ❑ Other �3 all 7777— �a S — an r [ Je c I C- ! C_ S lam' bar 5f ALL JOBS REQUIRE MANAGER'S APPROVAL BI I FINANCING DECLINED INITIAL ENTER CREDIT CARD INFORMATION ON REVERSE SIDE DUE TO HIGH VOLUME CURRENT LEAD TIM 1 EEKS TO START WORKCUSTOMER INITIALS TERMS 9F PAYMENT 5% Deposit Upon Commencement 2©9% Upon Completion 1_0% Upon Final Inspection All checks should t5e made payable to: WHITE ALUMINUM & WINDOWS OTHER TERMS: — Approval T (ALL TERMS ARE SUBJECTTO CREDIT APPROVAL AND MANAGER'S DISCRETION) PLEASE READ BACK OF CONTRACT FOR BUYER'S RIGHTTO CANCEL. subtotal Cash Price: $ q56pD Permit and Engineering Servtces., $ Sales Tax: (when applicable) Total Contract $ $ 2- Ll _50 $�•}c Less Deposit_ Balance Due: $ ' C/ 2-64 PLEASE READ THE ENTIRE CONTRACT FRONT AND BACK BEFORE SIGNING! The undersigned, Representative of White Aluminum & Windows acknowl- The undersigned hereby authorizes White Aluminum & Windows to perform edges that all agreements for services are specified herein. Customer will be the services as specified in this contract. The undersigned accepts the above notified of any additional costs prior to work performance and written up under prices, specifications, terms of payment and provisions as set forth herein. Dc a separate contract. Not Sign Before Reading Entire Contractl Representative'sCustomer's Signature! f bill - Signature: ,t Branch Mgr. '�7 //�J Souse: _ Signature �j' L� 6 / Zv p r IZvnn.,rnnnro vvnvon,r.�.� �,.rr / n.t.- rY J 7 NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. 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 = 160 MPH 3. Exposure Category, Paragraph 1609.4.3 : C Applicable Codes, Regulation slid 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 Specifications for Aluminum Structure, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition 3. ASCE 7-10 General Notes 1. The contractor shall verify all dimensions prior to construction 2. All work shall comply with all local and regional ordinances. 3. Any deviation from this plan shall be reviewed by the engineer of record and is subject to approval. Specifications The following specifications are applicable to this projects 1. Where concrete specification are required, whether in the screen enclosure scopE or not, by one or more regulatory agency, the following specifications are applicable. 1.1. Concrete shall conform to ASTM C94 for following components: 1.1.1. Portland Cement Type 1, -ASTM C 150 1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33 1.1.3. Air entraining +/-1 % - ASTM C 260 1.1.4. Water reducing agent - ASTM C 494 1.1.5. Clean Potable water 1.1.6. Other admixture not permitted 1.2. Metal accessories shall conform to: 1.2.1. Reinforcing Bars - ASTM A615, grade 60 1.2.2. Welded wire fabric - ASTM A185 1.3. Concrete slump at discharge per chute not less then 3" or more than 5". Water added after batching is not permitted. 1.4. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2 and 3 including hot weather recommendation: 1.5. Moist cure or polyethylene curing required. 1.6. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. 1.7. All aluminum components embedded within concrete shall be coated with E bituminous paint or epoxy. 1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 W1.4/W1.4 WWF. 2. Aluminum extrusions shall be 6005 T5 Alloy. 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plate to ASTM B633, or stainless steel series "300". 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from end 24" on center or #12 screws 6" from end 12" on center. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Door location shall be determined by contractor in the field. 7. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the anchors must extend past the pavers and reach proper embedment into the underlying foundation. 6. All flashing and waterproofing shall be provided by the contractor. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph Foundatlon Design: Existing 8•'x8" Thickened Edge 4W'Slab on Grade Existing concrete. No additional concrete footing is required to resist the loads impose( by the proposed construction if the existing footing is in sound condition, free from structural cracking, spelling, or other deterioration. Roof Type Screen Size None None ALUMINUM MEMBER DIMENSIONS HOLLOW SECTIONS :,'F 1. F MATIN.G_EE?,M_ (Ws) 2x2: 2:x?x0.04&° 2x4SMB: 2"x4"x0.044"x0100" 2x3: Y"x3'•x0050" 2x 5 SMB: 2"x5"x(.OSD"x 0100" 2x4: 2"x4"x0.05 2x6SMMB7x 6x 0050" x 0.120" CO NS 2"z5x05 00" 2x76B: 7'x T'x005"x012'2X5: 3x3: 3'x3"x0125" 2 z B SMB: 7' x 6" x 0.072" x 0.124" 4 x 4: 4" x 4" x 0125' 2x6SMB: tiPEN $,4030 SECTIONS 1x2 1" x 2". 0.04(r 7'x 9" x 0.072" x 0124" 6x6: B"x 6"x 0125" 2 x 10 SMB: 2"x 10'.0 092"x 0 390" 1 x 3: 1" z 3" x 0.D45' MINIMUM FASTENER EDGE DISTANCE: 12" KB: KNEE BRACE MINIMUM FASTENER SPACING: 3/4" RC: REC. CHANNE SNAP SECTIONS 2x2Szp: 2x2x0.045" CONN RETE SCREWY ANO HOR SHEE MATFL`..0 H ELKS. ISM 2 x 3 Snep: 7' x 3" x 0.050" SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEx OR EQUIVALENT 2x4Sn■p: 71x4"x0045" 2X8 PT JOISTS @ 16" O.C. WD -3 WD -2 2 2 MIN 36 4X4 PT POSTS (TYP) 1X6 PT DECK BOARDS RAIL DESIGNED IN COMFORMANCE WITH FBC 1014, 1015, AND 1607.8 rr,!f T r 1t J Z 'r� 6X6 PT POSTS (TYP) STAIRS WITH CONCRETE SLAB LANDING (MIN. 3' x 3' x 4"). EXTEND AS REQUIRED FOR STRINGER DEPTH AND ATTACHMENT (TYP) „-1,-64 7" v-141--1iv-0i T'-6" PICKET RAIL. SCREW THRU MEMBER WITH (2) #10 X 1-1/2" SMS INTO SCREW BOSSES. EACH END . �� P W 4 0 4k d � �nonooaaaaa° _, wQ C H■■I a+ it M .9 W ;owly w o A "S � U I ,rr ■E CD d U) d ti CO A r m O 13 C LL 93.2 M = LL y h fA a � v O IL SHEET T � Q W U � W W � O M U Z_v i DETAILS ARE 4" MAX.\ PROJECT. SEE PLAN FOR DETAIL CALL OUTS" ---MAX SPACING BETWEEN POSTS = 8FT-� R'_l _'i TYPICAL RAILING PROFILE 2 SCALE:NTS —TOP RAIL PER PLAN _ --PICKET`S PER PLAN __— -- -POSTS PER PLAN BOTTOM RAIL PER PLAN I� \ t o �a v A�'dBU11 ab6ll��®� o \ W v JOISTS PER PLAN— Q --Hay �—ANGLED JOISTS: SIMPSON L670Z (LS50Z FOR 2X6 JOISTS) --DECK BOARDS PER PLAN. SPACE FOR FINAL GAP. `� _ ti ADJUST FOR PT DRYING AND SHRINKAGE GE f -910 x 2-1/2"30588 DECK SCREWS FLAT HEAD � � 01 Cn J O O)bCn ATTACH JOIST - d 1 TO BEAM WITH r2' SIMPSON H1Z (H2.5Z ON BEAM EDGE) O a °' >_ C G O i' U. !9 C W BEAM PER PLAN. 6" MAX L:A Id IJ[.E%dl9R —144 -4" MAX. (2° POOL BARMIER) ---MAX SPACING BETWEEN POSTS = 8FT-� R'_l _'i TYPICAL RAILING PROFILE 2 SCALE:NTS —TOP RAIL PER PLAN _ --PICKET`S PER PLAN __— -- -POSTS PER PLAN BOTTOM RAIL PER PLAN I� \ t o �a v A�'dBU11 ab6ll��®� o \ v JOISTS PER PLAN— Q --Hay �—ANGLED JOISTS: SIMPSON L670Z (LS50Z FOR 2X6 JOISTS) --DECK BOARDS PER PLAN. SPACE FOR FINAL GAP. `� _ ti ADJUST FOR PT DRYING AND SHRINKAGE GE f -910 x 2-1/2"30588 DECK SCREWS FLAT HEAD � � 01 Cn O)bCn ATTACH JOIST - d 1 TO BEAM WITH r2' SIMPSON H1Z (H2.5Z ON BEAM EDGE) °' >_ C G O i' U. !9 C W BEAM PER PLAN. 6" MAX L:A Id IJ[.E%dl9R V � � d ATTACH POST TO BEAM WITH- SIMPSON BC46 (BC4 FOR 04 POST). �_ _ J OISTS AT EDGE: SIMPSON LUC26Z (LUC26Z FOR 2X6 C -� �# U) r C U) O (1 ADD FILLER AS REQUIRED. —BLOCK AT MIDSPAN. STAGGER BETWEEN JOISTS. SCREW ENDS WITH JOISTS) R, `-. JOIST ■� �; O C PT POST PER PLAk- – .-- (2) #10 x 2-112" EXTERIOR WOOD SCREWS V r 4) a 7 \� Q - - -CONNECTDOUBLE BEAM WITH #10 x 2-1 Y2" EXTERIOR WOOD SCREWS ®6" V Ap ATTACH POST TO FOUNDATION)AlTH----.- FROM ENDS AND 12" O.C. SIMPSONS ABA66Z FOR 6X6 POST -- STAGGERED O (ABA44Z FOR 4X4 POST) MD -Z COLD NIBEAWJOISTATTACHMENT SCALE:NTS TYPICAL JOIST: SIMPSON LUS26Z (LUS26Z FOR 2X6 JOISTS) L-1 JOIST ATTACHMENT TO RIM JOIST OR LEDGER 2 SCALE. -NTS SHEET MD -4' DECK ATTAC_H_M_ ENT SCALE:NTS 2