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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 3' -.2�P�l� Permit Number: RIV MAR 2 82016 rr • ate _ Building Permit Application PERMITTING St. Lucie County, FL 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 Residential _ PERMIT APPLICATION FOR: 0,R-01" POS D [NI ROVEMEA,T LOCATION `z fg `€�... Fa .,. .�� Address:_a 5__ Z&1_2 eO0 Legal Description: ��/lcd� ���d � 614,7 Property Tax ID#: _/2,�/-��;'= �(�� Lot No. Sl Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DE�7AILED DESCRIPTION OF WORK � � ^ " n l l 2c-1-9 CONSTRUCTION INFORMATION `' r. < t . o. ` . , Additionalwork to b e performed under this permit—check all that appy: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ �,� Utilities: _Sewer _Septic Building Height: � ,1O. V1lN4?E.�R5/. I ,ff•4 ,. ...a _r aAC.,T..1ORr ti c e Name �'r/�D Name: Address: ;*iOL2 S��57�� n ot�C1r Company: City: State:�t Address: Zip Code: Fax: City: State: Phone No.77a930 03a,41 Zip Code: Fax: E-Mail:,33nL7-1 j'e?, Phone No Fill in fee simple Title Holder on next page(if different E-Mail from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTIO {VIA N LIEN LAIN INFORTION �. DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/Lessee/Contractor as Agent'for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The for ing instrument w acknowledged before me The forgoing instrument was acknowledged before me thisday of 20j by this day of ,20_ by �'A 1,Pt,14 f,-=Wn (Name of person acknowledging) (Name of person acknowledgingAA ) L. (Signature of Notary Public-State ut- re of Notary Public-State of.Florida) S. NIE SEN Personally Known OR Pro �n u FF �Persbn ly Known OR Produced Identification Type of Identification mission xTVpe o dentification Produced e 12. 2IPr Commission No. E6 15 tod (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW­ REVIEW .'REVIEW DATE RECEIVED DATE COMPLETED ev. • REVISIDN5 17 GA MN D MAX'SPACING OF ANCIHORS/STREY6 PFR 4QG(N) P7 ADDER POST CONTN1Am S/Ef•9CWS,�ORt TT1F70 3 SNP50N 1ItET�1 COMPONENT DEYAI TO CE PLATE WALL ANGLE ND SCREW ANCHOR SO ND SCREW AW TOS X9CR SWEET 3 LOVED s _ '{ NNHUY 2000 P9 NDrQ�W 2DOD RHEUDvED CO M J rbdCRM GROVE FILM CMU—' sPECPIG11ON t4' NLN 11 CA .[ t/4'-70 TR= 24 24 24 DETES AND AIL H SNECT FOR cu CARRIAGE BMT __ MAX C11P nTH 1/4-?L NUT 1. BASED ON 3/r SlIfi-AN t T DFP1N RIM HE tENNEW MOEDGE D WTH LOST WAS=INTO CONCRCM WM'A WNCRE7t:�s*e Ton �- TYgGei n ra 2, BASED ON 317 SNP50N TTIEd WAVY OOZY SCREW ANCHOR WITH A V 0.0.WrAS.=TIN GROUT FILLED CMU WITH P2 Y007FIED?RACK NOTE 1 Bd.'mrc�ri� A MMCUY ENBFAYQl1'MOTH OF 2-3/4.A iaMW EDGE OWANCE OP 4'.ANO A UNW A END DISTANCE OF 4'. FOR DOORS WTH ...iL. CONCRETE MASONRY UWIS SHALL CC* de It ASTM C90 AHO 0=1;WALL CONF"TO ASTU 0476. DECORATIVE OVERLAYS S BASED ON 3/21 DLWETER x 3'LONG LAC SCRUB NRH 1'Q0.WASHERS VM A 1-9/3r TKTAD PENETRATION ADDED PAN LAYOUTS FOR WO,SEASONED DRY WOOD SIJPPORmG:STRUmmE. 14'2'ImRMM ifMAX R 02W 2 1 NF1 t1 GA RHP 4, PROVIDE WANITTY OF SCREW ANCHORS OR LAG SCREWS AS RM RRED TO MAINTAIN UK="SPACING AS SHOWN IN gDTNS A= 16'ODOR TABLE UtH A NNUM OF THREE(3)SCREW ANCI4DR4 OR LAG SOREa PER JAM SO4ElA'ANCHORS OR LAG SOMAS COUTNUOUB WALL ANGLE AT RTP AND BOTTOM OF JAFG SHALL BE PLACED A NAX61UN OF r FROM DHE END OF INE JAMEL DETAIL SHEET 4. tY. +� S. �� CALCIRARED TO BEA 1U10Ylhl OF+5907/-2157 LHS PER FODT UPDATED NOTES FOR ltNL t3 GA MN 1CJ.0-20 RAC & GlART RHCLLIDES A SAFf71 FACTOR OF 4. GONTHNOUS WALL ANGLE EMT7. DOOR JAMB 70 BE NNNUM'h6 N0.3 SWINEM PACE LUMBER(H�NOIRM DMMY 10 SUPPORT SJRUCIUM MOUNTING COOMNUOUS WTH 1/4'-20 NUT L7. Omm DF TIE SUPPORT SIRUC LIM SHALL SIE THE SOLE RESPONSIBILITY OF THE www DSR AND SHALL BE CRT 10/1/07 W61LL ANGLE 7FI1ClC DESIGNED FOR 1FE LOADS LL51ED IN NOTE a tr 9.SOMW ANCHORS OR LAC SCREAS SHALL B2 OSTALLM PER MANUFAV111MVS WMEN 0 WUMIONS 3 Aomo INPAGT Y!Y 1HFSDRHG CUP SLANT(LAZING. MODIFIED NOTES SHEET 1 12' SEE DETALS 1.221 AHO 3 �aI'J SHW'TT22 FOR mm LAG SCREW NTD 2 3!4'W -REOI.MW FOR TIFRDCAL EACH HOLE LOCATION ( �MC CRT 11/20/07 j� P4 ADDED C14AN TO 121 ATTACH POST TO TRACK MAX TRACK AND HITCH PINS TO POST G YA%. AIM ORAV94Ssysim U ON SHU7 1. AYD DETAILS L F.AND G CLIPS TD 13E paER CONIINUOUS WALL ANGLE NO E 9 ON SHEET ADDED. 9DL1FD OR MOM SEE ADDED POST STORAGE OETAiLS HAILS PAGE AM 1/+9/16'TRA LI BOLT SkmT 3. AM 7/4-20 FmC NUT ORT 5/29/09 TRACK FAS7F?>fR5 PER D5 lPDA7FD Tli1.E TABLE THIS SHEET 9LOCc ADDED STRUT PRORLE 1LPOATED ©GONTINOUS WALL ANGLE DETAILS MT � M � GRT 5/19/70 LUQ v MAX FI'3CHT SOUiHFRLI PRHE� B�RAL1cET RACK 1A PINE LACK SOOTNSidi PF E BRApLEI' LOCX SPACING ULAWL ULDER 4' 4- 4- 1 2..3/4' 4' ?)3/ir SM0M TREK HD SCREW 4)3/r SNPSON 711EN RD SCREW 4)3/87 DIA:3- ANCHOR MCRH A 1-1/4 QD WASHER ANCHOR WM A 1-1/4'OA WAVER I=LAG SCREWS AND A Yt>mIUY -1/eFt!!L'(SPM OF AND A UNIU R 090M TEXT DEPTH OF HUI 1-1/4r no. EDGE 2-3/ 2-3/4'AND A MINUM FREE 4 AND A MNMYN yAL, DISTANCE OF Z-3/4'. DISTANCE OF Ir. _ J'1 MI N 2ON REM=IM GROUT RL eo CMU 1l4�0 Q�DT�'r77� IV MAX NND711 Neaura+,�a000 vs mwmrlc , � TBy MOM MI PJOdMCa MW Amomm lHr Z STATIC PRESSURE RATINGS APPROVED S12E5 SCALE:N.T.S. SIZE: A ® DESIGN(PSF� +Is.�O/;7 5200 MAx WIDTH: T8'-o' DATE NAME TEST( +61 &00 MAX HEk M $'-O DRAWN 2/22/07 GRT VVV IaSar � lt.j$ t pj IMPACT/CYCLIC RAZED ND): YES MAX SECTION HEIGHT:21'CHECKED 5/a/07 YRS 3121 FNRUM M MODELS 8024/8124 SHEET 4 OF 4 CtRRaLTai,7X 750W DIMON OF OVERHEAD DOOR Ft of 32737 Tx PE SC303AZxi7 DRAWING PART N0. .REV. 3395 ADOISON OfIYE aAL HtHata�rs SIAL PRpOM a0.*FD7 PENSACOLA FLORIDA 32514 WINDLOAD SPECIFICA710N OPTION CODE 1340 328830 P5 VEIitIGTIDY m'1�FDI.OAD MSTAUMM 0¢TACS ESO 774-B990 REVISIONS P7 MODIFIED NOTES TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/29/07 (8)SECTION DOORS WITH P2 ADDED MAX GLAZING DIMENSION TO NOTES (B) 3 20 GA 80 KSI U-BARS SHEET 1. ADDED TRACK LOCATED AS SHOWN TO FLAG CONNECTION NOTE. GRT 11/10/07 i P3 MODIFIED LOUVER 'O' 'a •O' (7) SECTION DOORS WITH OPTION. ADDED TEXAS 1 (7)3°20 GA 80 KSI U-BARS LICENSE NUMBER TO 0 0 o TITLE BLOCK. :o 0 0. LOCATED AS SHOWN GRT 9/19/08 i P4 UPDATED TITLE BLOCK • GRT 4/16/12 t' (e) SECTION DOORS WITH (6) 3' 20 GA BD KSI U-BARS LOCATED AS SHOWN 15)SECTION DOORS WITH (5)3 20 OA 80 KSI U-BARS LOCATED AS SHOWN S4) SECTION DOORS WITH (4) 3 20 OA BO KSI U-BARS LOCATED AS SHOWN I, •r (A(TTACC/H U-BARS WITH D24408" SELF �ILI�NO RIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. go STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A � ® DESIGN (PSF): +35.70/-41.00 MAX WDTH: 9'-0" DATE NAME TEST (PSF): +53.55/-61.50 MAX HEIGHT: 14'-0" IDRAWN 1 5/16/06 1 GRT NARE UI K A.SANICKI,PE � IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT.21" CHECKED 1/22/07 MRB 2501 S.STATE HWY 127, zoo MODELS 8000/8100 2 LEN75H 1 1,S87 SHEET 2 OF FL PE 72616 TX PE 105291 A DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR HIPENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1103 327012 P4 VERIFICA71ON OF NOLOAD CONSTRUCTION DETAILS. 1350 474-9890 tl07 NG OPTIONS — .090'MINIMUM 13 GA ROLLER SUDE ATTACHED TO REVISIONS SSB GLAZING IN MOLDED FRAMES 13 CA HDRIZ ANGLE BRACKET WITH 5/16-18 BOLT& NUT P1 MODIFIED NOTES TO SCREWED TOGETHER WITH A MINIMUM OF IN CENTER SLOT AND 1/4-20x8/18' STATE THAT LOUVERS (10)j8x1'SCREWS INSTALLED IN TOP OR TRACK BOLT&1/4-20 HEX NUT ARE NOT IMPACT INTERMEDIATE SECTION(WITH OR WITHOUT 13 GA FLAG ANGLE THROUGH ANY TWO ALIGNING HOLES CRTRES6/29/07 DECORATIVE INSERTS)MEETS UNIFORM 13 GA COMMERCIAL'A' FRAME STATIC WIND PRESSURES SHOWN ON THIS 16 GA MIN HORIZ 7 TOP BRACKET ATTACHED WITH 20 GA CENTER STILE OR I P2 ADDED MAX GLAZING DRAWING. GLAZING SHALL HAVE A TRACK (4) 1/4-107/8'SELF DIMENSION TO NOTES MAXIMUM HEIGHT OF 10.69'AND A DRILLING CRIMPTITE SCREWS \ SHEET 1. ADDED TRACK TO FLAG CONNECTION MAXIMUM LENGTH OF 16.94'. GLAZING IS 5/1621-5/6' NOTE. NOT IMPACT RESISTANT AND DOES NOT LAG SCREW(MIN 4 MEET THE REQUIREMENTS FOR AS SHOWN) ° GRT 11/10/07 WIND—BORNE DEBRIS REGIONS. ADD(2) 1/4-14x7/8' (4)1/4-20x8/16'LARGE = P3 MODIFIED LOUVER 2, VINYL OR WOOD DOOR STOP NAILED A HEAD SELF DRILLING CRIMPTITE SCREWS TRACK BOLTS DR ` m' OPTION. ADDED TEXAS MAXIMUM OF 8'O.C. MUST OVERLAP TOP 1/4-20 STUDS WITH (INSIDE OF EACH END HINGE 16 CA END STILE LICENSE NUMBER TO AND BOTH ENDS OF PANELS MINIMUM 1/4-20 HEX NUTS m 'm TITLE BLOCK, 7/18'TO MEET NEGATIVE PRESSURES. '0 GRT 9/19/08 15 CA MIN VERT 2"NYLON STORMOARD ROLLER 3. KEY LOCK, SLIDE LOCK, OR OPERATOR TRACK WITH 4"1/2' STEM P4 UPDATED TITLE BLOCK REQUIRED. GRT 4/16/12 1/4-20x9/18'TRACK 4. LOUVER OPTION — ,040'MINIMUM BOLT AND 1/4-20 HEX LOUVERS IN MOLDED FRAMES SCREWED NUT AT EACH JB—US TOGETHER WITH A MINIMUM OF(10)#Bx1' JAMB BRACKET LOCATION SCREWS INSTALLED IN THE BOTTOM 14 GA WIDE BODY END SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE 5/18x1-5 'LAG HINGE ATTACHED WITH REQUIREMENTS FOR WIND—BORNE DEBRISSCREW AT EACH (4) 1/4-14x6/8' SELF m REGIONS, JAMB BRACKET 0 TAPPING SORE m 5. SECTION STEEL TO HAVE A MINIMUM i 26 GA THICKNESS, 6. THE DESIGN OF THE SUPPORTING Q STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL 1S CA STIFFENED 18 GA NARROW BODY OF RECORD FOR THE BUILDING OR JAMB BRACKETS INTERMEDIATE HINGE ° 1D STRUCTURE AND IN ACCORDANCE WITH SEE SCHELDULE FOR i ATTACHED WITH (4) CURRENT BUILDING CODES FOR THE QUANITY, LOCATION, i LOADS USTED ON THIS DRAWING. AND TYPE 1/4-14x5/8' SELF m Q 'o' 7. DOOR JAMB TO BE MINIMUM 2x4 KEY LOCK OR SLIDE LOCK TAPPING SCREWS STRUCTURAL GRADE LUMBER. REFER TO ONE END (NOT REQUIRED JAMB CONNECTION SUPPLEMENT FOR WITH OPERATOR— SEE 14 GA BOTTOM BRACKET ATTACHMENT TO SUPPORTING STRUCTURE. NOTE 3. SLIDE LOCK ATTACHED WITH(2) B. FOR LOW HEAD ROOM LIFT SHOWN FOR CLARITY 1/4-140/8"SELF DRIWNG CONDITIONS, TOP BRACKET SHALL BEA CRIMPTITE SCREWS AND (1) 1/4-14x5/B' SELF DRILLING GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF(3)1/4-1427/8'SELF TAMPER RESISTANT SCREW 1 6/ DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. NOTE: (4)SECTION SOLID m U—BAR ON TOP SECTION SHALL BE DOOR SHOWN. SEE SHEET 2 INSTALLED ON TOP OF LHR 70P FOR U—BAR LOCATIONS ON BRACKETS. DOORS WITH 07HER SECTION QUANTITIES AND SEE NOTE 1 _ THIS SHEET FOR GLAZING OPTIONS. WEDULE SUPERIMPOSED DESIGN PRESSURE NO. OF a JAMB BRACKET �TIUN OF CLATFRUNEOF B LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS OF BRACKETS BRACKETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK (ALL DIMENSIONS f 2') ODOR DOOR 8-6 4 7 2 JB—US 10 JB—US 21-3 4 JB—US, 29-3 4 JB—US 38 JB—US 48 JB—US 57-1/4' JB—US WIDTH HEIGHT UNIFORM LOAD EACH JAMB(PLF) 7'-0' 4 7 2 JS—US 10 JB—US, 21-3 4 JB—US, 29-3 4 JB—US,42 JB—US, 52-1 2 JB—US, 83-141- JB—US B-0 ALL 1142.8 —164.0 7—8 5 B 2 JB— S 10 JB— S 18—.344- J8—US, 28— JB—US 38 JB—US 45 JB—US 4-1 4 JB— S 74-1 2 JB—U5 9'-0' ALL +180.7T— —184.5 —0 5 B — — — — S — — — — 5 —1 2 — — — B-0 SEE 0 ELOW NOTE; (JB—US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x8/16' TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN B'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. W STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A � ® DESIGN (PSF): +35.70/-41.00 MAX WIDTH: 9'-0" DATE NAME TEST(PSF): +53.55/-61.50 MAX HEIGHT. 14'-0' DRAWN 5/16/06 GRT MARK A.SAVACKI,PEO IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB 2501 S.STATE HWY 121.SUITE 200 MODELS 8000/8100 1 of 2 LExtFL PE 2 7sos7 SHEET FL PE 72813 DRAWING PART NO. REV. Tx PE 108281 DIVISION OF OVERHEAD DOOR COR 3395 A. FLORIDA DRIVE 327012 PROFESSIONAL FYNDLOASEALPROVIOEOONLYFOR PENS(850) FLORIDA32514 WINDLOAD SPECIFICATION OPTION CODE 1103 VERIFICATION OF WINOLOAO CONSTRUCTION DETAILS. 850 474-9890 P4