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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLI LE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: 16o V BY ' St. Lucie County Building Permit Application Planning an I Development Services Building and Code Regulation Division 2300 Virginias Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Aluminum with concrete PROPOSED IMPROVEMENT LOCATION: Address: 6 jACARANDATAW Legal Description: ST.LUCIE GARDENS Property Taxi D #: 3414-501-1701-000-9 Site Plan Na I e: Project Name: Setbacks Front 12' Back: 20' DETAILED ]DESCRIPTION OF WORK: Lot No. Block No. . Wi(a .., Right Side: 16 6" Left Side: 15 6" `�uq°2-aroma OIUIJ1rn«._ 7 ZS Y _ atuc INSTALL A NEW 12 FT X 21 FT 4" ALUMINUM CARPORT PAN ROOF ON EXI§*IqV CONCRETE. 0 CONSTRUCTION INFORMATION: Additional work to be oertormed under this permit — c ec a apply: C�HVAC Gas Tank ❑Gas Piping _ Shutters a Windows/Doors Electric 0 Plumbing Sprinklers FI Generator Roof Total Sq. Ft If Construction: 256.8 Cost of Construction: $ S Ft. of First Floor: _ Utilities: Sewer O Septic Building Height: -OWNER/LESSEE: CONTRACTOR:. Name WYNNI BUILDING CORP Name: PATRICK DIFRANCESCO Address: 80d0 S. US 1 Company: TRI-COUNTY ALUMINUM, INC City: PORT ST LUCIE State: FL Address: 5512 SEAGRAPE DR. Zip Code: 34951 Fax: City: FORT PIERCE State: FL Phone No. 772-828-5516 Zip Code: 34982 Fax: 772461-0993 E-Mail: Phone No. OFFICE 772-461-0993 CELL 772-216-7780 Fill in fee simple Title Holder on next page ( if different E-Mail: from the Owner listed above) State or County License: 24444 If value of construction is $2500 or more, a RECORDED Notice of Commencement is requires. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: SUNCOAST ENGINEERING LLC Name: Address: 13630 58TH STREET NORTH SUITE 101 Address: City: CLEARWATER' State: FL City: State: Zip: 33760 Phone: 727-532-9000 I Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: lNot Applicable Name: Name: I Address: Address: City: City: I Phone: I Zip: Phone: Zip: I certify that n'o 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 O ners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requ sted permit, I do hereby agree that I will, in all respects, perform the work in accordance iith the approved plans, the lorida Building Codes and St. Lucie County Amendments. The following building permit applications re exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, the es, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failur to Record a Notice of Commencement may result in your paying twice for improvements'to your pe y. Notice of Commencement must be recorded and posted on the jobsite before the first inspectioo intend to obtain financing, consult with lender or an attorney before commencine work or r vour Notice of Commencemeot.A STATE OF F COUNTY OI The forgoing instrument was acknowledged before me th1s3JJrday of -4 R c H 20 19 by Name (YC,C iNyNofr )wledging ) /l /) . (Signature of Not; Public- State of Florida ) Personally Known, L/ OR Produced Identification Type of Identificatio6p4bdifted-L&�� A �. of Contractor/License Holder STATE OF FLORIDA/ -- COUNTY OF,/ -u < Gr e- The forgoing instrument was acknowledged before me this, day of M/3—ie c0-/ , 20_. 'by �i" (Name of person acknowledging) (Signature of Not Public- State of Florida ) Personally Known OR Produced Identification Type of Identification ProduMq- `"'PAY-1 pve, DOROTHY ANN BASKIN Commission No. '2�* += Notary MM)- State of Florida Commission No. My Co;nm. Expires Oct 2, 2016 Commission # FF 015226 16hio", Bonded Through National Notary Assn Revised 07/ 1 DOROTHY ANN BASKIN :.__Notary Publ&411te of Florida My Comm. Expires Oct 2, 2016 Bonded Through National Notary Assn. REVIEWS i FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ` o COMPLETE INITIALS i Search Results for Map Page 1 of 1 I Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3185 Longitude:-80.3054 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 160 Risk Category III -IV: 172 MR[** 10 Year: 88 MRI** 25 Year: 107 MRI** 50 Year: 120 MR[** 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. u_ Download a PDF of your results Print your results Rt", AsKA - . IS*' :_,ILLINROf tedStateg:" IuuuaA N SSQUFir \� y Y .N'tJCxi �KL.Si49 H:A 7FDI dr.,SEE,�' �Domimcarj ��Aepubtic - °'au<n tieo 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 approvigti>fitt ag&Rbiff -1 'IS building code bodies responsible for building code approval and interpretation for the building ) jbed� by latitude/longitude location in the wind speed report. SIOZ 6 0 Hdd Sponsored by the ATC Endowment Fund • A lipp ed Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 I I.ittp://Wilndspeed.atcouncil.org/index.ph-n?option--com_content&viev--article&id=10&dec=... 3/9/2015 i ' ��' Z . "� • .fa gtlavJ✓a rand¢-Vf' �- lu eyp4' " 9 *� - w t � � fi��,„ a'�, '�TMi. ��s � H► �; � eel •� �. XF .06 aaei./ spate _ate .� � � ,� i717` ���J 4.,�� �+• ' rl Ii •.�� li Sil POdl 4n" y _ 'USES a °shCiW3y rr W-B�,,acarantle Ln Gam. y� F; —, ar i P �� �' '!t o d4 .litAp ,. � jai Nw 3KK ' �' �• ,..,. pr £ u�c -W�' y �a� ". �, «!o + w ilk 9! o Metlderrane n•9tv4>S w•.. � � �Sarci®qra •� � � m� n{ •'��" t: 20�5 cuoglz� Goode earth 14 e l w i .J PH E. SMITH, CLERK O' E CIRCUIT COURT — SAINT LUCIE COUNT # 4067745 OR BOOK PAGE 208, Recorded 05/08/2015 at - 26 AM P[RMrT NUMn6R. 11:i;.t:;i:i i::,;.C:.ld h•, ... r�:lnn'::,::• L_— r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and m accordance wdh Chapter 713. Flonda statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PROPERTY (Legal description and svecl address) TAX FOLJO NUMBER • 3,9 1 4 — S 0 1 — 1 7 01 —0009 SUBDMSIONSpanish-.. TRACT LOT BLDG UNl1' i's— 1` �QC, Q GclR Section 26, Township 365 Rancle 40E s 2.GENE)L4LDESCR3PTIONOFUvJPROVEMENT: Replacement of Mobile Home 3 OWNER INFORMATION: a. Name b.Address 8000 S- USlr Suite 402, PSL, FL 34952 c interest ill propcny d Name and address of fec simple ulleholder (if other than owner)__, _ 4. CnNTRAr.Tn R'S NAME. ADDRESS AND PHONE NUMBER­_l�v �s��. Sea�o cq�c.�► e C�� ec�� , �� 3` ���� L1���y��-o q�- 5. SURETV'S NA.MF, ADDRESS AND PT40NE NUMBER AND BONO AMOUNT: 6 U--ND.ER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as prov,dct.l by Section 7 13.1 3 (1)(a) 7., Flonda Statutes: DOU9 Brantley 1 Silver Oak Dr- PSLr FL. 201 -8418 NAME, ADDRESS ANO PHONE NUMBER: 8 In addition to himself or herself. Owner designate die following 10 receive a copy of the Lienor's Notice as provided "„ Section It3.13 (1)(b)• Florida Statutes* NAME, AOORL'SS AND PHONE NUN(BER: 9 Expiration date of notice of commencement (the expiration dale is I year from the date of recording unless a different dale :s spec-(icd) , 20_ nr COMMENCI'MEWr Matthew Lyle Wynne, Vice-Prenit, eat Signatuce of ner or Print Name and Provide Signatory's Yale/OR_'cc Owner's Authorized Ot'icer/Director/Partner/Manager State of Florida County of _s r _ [,,I r' i e t- struent as acknowledged before me this _day of 201� The foregoing inm.v By Matthew Lyle Wynne ,as VLC.E /?.CFSrDrr—sv+T (Name of pccson) (Type of authcrity...e.g- Owner, offeer, trustee. ntior:my n, fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known _Zer produced the following t1'pe of 1'0 ..Y'ry'.. DOROTHY ANN BASKIN �\ IJo oiZI NN IVRSC•� 1'J1ti{ l t �7 /W1�YVK/ lvG(Xla •� Notary Co Public - StaExpires Octof Florida Expires O2, 2016 c •_ my Commission ti FF 0 :'e ':e C l (Panted Name of Notary Public) (Signature of ary Public) . ,: 1� Notary A Bonded Through National Notary Assn. d Throe N Under penalties of perjury, 1 declare that ) have read the foregoing and that the facts :n it are bzre to the best o my kno.vlcdpc and belief (section 92 525. Florida Statutes). .. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partricr/Manager who signers ubovc By: By R,. oars reomtRrrd.d:„ STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COP OF THE ORIGINAL. SMITH, De uty Cler Date : MA�f 08 201 CUR SIDES EAR hG. TE TECH m CONTRACTOR: TRI-COUNTY ALNUM, 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, Vnso =116 MPH as required by _local _ .jurisdiction 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 Foundation Design Existine concrete. No additional concrete footine or slab is reauired to resist the Ioads 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: MONOSLOPE 2. Roof Material: 3" x 12" x 0.030" Metals. USA Riser Panel, Florida ... . Product Approval Number FL 1779-113. 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 (kickplates) 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. 910Z 6 0 Fir I EXISTING HOST I - - A-2 A-2 2X5SMB END BEAM 00 I I 2X5SMB 4TH WALL S I A-2 I ■ 2X5SMB j /-EDGE BEAM N � t RIDGE 1 11111 --- A_3 _� 24'-0" 1'-0- ST. LUCiE CpUUNTY BUM O DIVISION REVIEWED FOR Co E REVIEWED BY DATE PLANS AND ERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, +-----12'-0• + 12'-0• + P C .' o �� — w Z '. U F- F,s Q - /11�11ii1���� PROFESSIONAL SEAL W W W W o J Q Q t0: Z W O z LLI N Z LU ILW 0 W H cc o a.N LL � 1 Z_ ��t I C'3X3X0.125 c Q Z o a j ei POST(TYP) I H Z" o W W W �`!5, c� ! z (n,N N O W W () 11-0 V QNN /Z/�� Z V ���� O I Z N W tid LL -,'-D• CONCEALED FASTENERS ORATTACHMER I ARE THE RESPONSIBILU OF THE CONTMCM Of HE= N W z o gW a o� UZ J 'U -W- Wp�(0rn ���i ;S rnVQ�r�i a Of (D a LL d G 11 �V DRAWN BY DATE'DRAWN 03/10/15 REVISION ""ILE COP'y © - SHEET NO: A-1 rm ALUMINUM MEMBERS DMENSI' HOLLOW SECTIONSqq/,/i 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" �' ✓z/i 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" - C: 1/1 o �- y - , OPEN BACK SECTIONS - W z'_- C° Fw%& : - 1x2: 1"x2"x0.040" z Ix3: 1"x3"x0.045" I (4) #14 x 3/4" SMS W/ NEOPRENE FACED 7 ���' co- SECTIONS SNAP�� I I 3" x 3" x 0.125' WASHER EA PANEL i • 2 x 2 Snap: 2" x 2" x 0.045" I POST /// Q 2 x 3 Snap: 2" x 3" x 0.050" P 2 x 4 Snap: 2" x 4" x 0.045" 1 _ I I PROFS S161�fiL �EAL a SELF MATING (SMB) (2) 3/8" DIA CONCRETE n - -2 x 4-SMB:-2'° x_4"-x 0.04-4" x 0.100"- _ -_ _ _ SCREW ANCHORS I I 2 x 5 SMB: 2" X 5" x 0.050" X 0.100" - ---- - - (3" CONC-EMBED)- --- — -- - -- -- - -- _—_ -- - - __-- -- - _-- _ -- -- -- _ - _ W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" POST BASE W/ (2) 3/8 I I - 3" RISER PANEL Z uj 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" DIA. THRU BOLTS 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" (THRU LZu Q rn � 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" BOLTS .. u Q a MINIMUM FASTENER EDGE DISTANCE: 1/2" a ® d' . 2" x 5" SMB O 0 z MINIMUM FASTENER SPACING: 3/4" $, u e a' 3" x 3" x 0.125" w CA Z 9 CONCRETE SCREW ANCHOR: e a ', ; ,� POST W W Q LL SIMTITEN HD OR EQUIVALENT APSON o > _ - SHEET METAL SCREWS (SMS): cr ITW / BUILDEX OR EQUIVALENT d N 0 u c c a B T' x T' POST TO CONCRETE CONNECTION DETAIL S A-2 SCALE: NTS RISER PAN ROOF TO POST CONNECTION u A-2 SCALE: NTS - `C C u G u 0 Li z U 21 p J F J w Q Z 0o a F zr,0m F (n LU 'rW'; T T ' V W G W N 1l1 w 0 U JoaNN J [ Z /(DZ/�� off`^ t (4) #14 x 3/4" SMS W/ FLASHING (4) #14 x 3/4" SMS W/ = Z '(a 6 w (A Wm u r LL NEOPRENE FACED WASHER EA PANEL NEOPRENE FACED 3" RISER PANEL ' i FLASHING WASHER EA PANEL 3" RISER PANEL 3" RISER PANEL I � 1 — — -- � i V) I • LJJ W — — ---- • I • OC z Q Q J W (4) #14 x 3/4" SMS W/ I EXISTING SMB • EXISTING I BUILDING 2" x 5' I I • SMB Q QO = NEOPRENE FACED WASHER EA PANEL i BUILDING • • U Q - L_ • I I — — I I < W C0 L0 (2) 3/8" DIA. THRU BOLTS I _ — — — I I 0 Q w M I I 2" x 5" SMB I co W(D O LL 2 x5'SMB I � I 3" x 3" x 0.125' 11/2"x21/8"x 11/2"xTx0.MTALUM �-• Ir' (D 0_ LL CL 3"x3"POST I I I 11/2"x21/6"x1112"x5"x0.067' I ( POST I #14x3/!'SMSERECEIVING EACHNEL W/ OF #14 x EACH SIDE DRAWN BY I ALUM RECEIVING CHANNEL W/ (4) #12 x 3/4" SMS EACH I I I I BEAM & (SMS BOLTS INTO POST 3/6 DIA THRU BOLTS AG - - _ SIDE OF BEAM & (2) 3e' DIA DATE DRAWN THRU BOLTS INTO THE POST - - (2) 3/9• DA THRU BOLTS 03/10/15 r' x 5' SMB REVISION `S-1ISER PAN TO POST 4TH WALL DETAIL S-Z 3" x W POST S-3 RISER PANEL TO CORNER POST CONNECTION 1 - Q - SCALE: NTS ISER PANEL TO CORNER POST 4TH WALL DETAIL /� SCALE: NTS A-2 A-2 L /� f1-2 SCALE: NTS SHEET NO: ;I t--h, AA, IA-2 0 C: �LL O%' J - w c`o � `� ; Q _ O Z U) Q 1 co� 1�III11 O\\\ PROFESSIONAL SEAL x tr � W a C (" LQ d C W o z Q 1D u LL Z O OC Oy LLI Z z 2 LL in-W Z z W ILL.; p g O Lli z 0 a d N a 3" RISER PAN ROOF PANEL SELF -MATING BEAM x 1 x 1 1EAx FLASHING BEAM DEPTH CHANNEL W/ DEPTH HA ELW/ 3" RISER PANEL (4) #14 x'3/4" PER PANEL _----_-- --------_--- (8) #14,x 3/4" SMS INTO BEAM EACH SIDE & W/ NEOPRENE FACED (8) #14 x 3/4" SMS INTO WASHER I 1 CARRY BEAM EACH LEG 12' . I i --------------- • • I I I •• 5SMB • •ib tx 2" x 5" 1 1 2" x S' ,� • •IR SMB ••SMB — I 3" x 3" x 0.125" \�� I KNEE BRACE i POST RIDGE BEAM 1 j 11/2"x21/8"x1/2"xS'x0.062" I I RECEIVING CHANNEL JI I I I I (4) #12 x 3/4" SMS EACH 2" x 5" SMB SIDE OF BEAM 1" x 2 x 1 I (2) 3/8" THRU BOLT INTO POST VIN1/8" CH NNEL RECEIVING CHANNEL I I 3" x 3" 0.125" POST 1 I W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST I I I RISER PANEL TO RIDGE BEAM CONNECTION S-6 RIDGE BEAM & MATING ELEME14TATTACHMENT DETAIL SCALE: NTS A-3 S-5 KNEE BRACE CONNECTION DETAIL /� -O SCALE: N /1 J A-3 SCALE: NTS COPY G ` Z .. i � --i t- k J i J (7 = m i QI.- Z o- ry : Z Mao g `imm Z F O W �w!n u Z C7 3^^ o M Z q� o 9 N W Md Wg 1 V1 N W W o g Q Q W 0 15 Z J U Q ❑CN Q0'LO 0) O (nQIxM w W-OJ a 0' (O (L LL. DRAWN BY AG DATE DRAWN 03/10/15 REVISION 1 - SHEET NO: A-3