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HomeMy WebLinkAboutBuilding Permit Application . i I • I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED, Date: Permit Number: m 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 Residential V PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT,LOCATION: Address: 5500 Sunset Blvd. Legal Description: Indian River Estates Unit 8 Block 59 Lot 8 Property Tax ID#: 34026090266000/4 ,! Lot No. 8 Site Plan Name: Block No. 59 Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTIOWOF WORK: �4r�li s l I Installing Garage Door- Not changing opening- Dab Door#16-0330.03 Model #824 i CONSTRUCTION INFORMATION: Additional work to be nertorme under tispermit—check s appy: HVAC Gas Tank ❑Gas Piping _Shutters ✓ Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch I Total Sq. Ft of Construction: S . Ft.of First Floor: Cost of Construction:$ 5J� Utilities:cn Sewer Septic f„Building Height: I ' OWNER/.LESSEE:, CONTRACTOR::, Name eco MV'. Name: `FcYW G- 2o-r Address: Company: Groza uilders,lnc. City: �f A— Piet Ce State:F� Address: Su. &\JJ Q wk: Sd-.IAm its R(JO(' Zip Code: 34982 Fax: City: eon l- Sk.LLLL(e,” State:FL Phone No. Zip Code: 34953 Fax: 7723362272 E-Mail: Phone No. 7723367653 Fill in fee simple Title Holder on next page(if different E-Mail: Tony@grozabuilders:com from the Owner listed above) State or County License: CG'C1524734 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I FOR- NI i SIJ.PPLEMENTALCONSTRI 71_N.L'IfN LAW INF, DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: i Address:� w. Address: City: State: City: State: Zip: Phone Zip: Phone: I FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Ph1 ne: 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 ady 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 angther non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may resul6n your paying twice for improvements to your property. A Notice of Commencement must be recoirded 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. f i Signature of 0 ner/Lessee/Contract r as Agent U Owner Sign re of Contract i r/License older STATE OF FLORIDA STATE OF FLORIDA COUNTY OF % („)Ja Ei COUNTY OF SI+ U�W, The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me thisrLday of NOgeM�fi Q,R- ,2017 by this J_J_day of IJOYtM 6 u 20 7 by �I !f. Name of pemaking statement Name of person making statement rso Personally Known � OR Produced Identification Personally Known�OR°Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-Sta (Signature of Notary Public-State of Florida) ������ BRIANNAGRAHAM p Commission No wo �` �� �ft@4MISSION#GG089105 Commission No. 0 D 1p err (Sea NA GRAHAM EXPIRES.APR 02,2021 " MY COMMISSION#GG08910 Anndec+through 1st State Insurance EKPIRES:APR 02,2021 e REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 2 X 2 X 1/8'HORIZ.ANGLE f 1 m 3/16'ALUM RNE1S 5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK 2" 11T 12"O.C. - - 5/1fi"SLEEVE ANCHORS CENTER SUPPORT REQD.ON DOORS WITH TWO WELDS AT 1-1/2'APART o 2-3/4'X 5-1/2'X 3"X.104' WITH 1-1/4"EMBED INTO MASONRY EXREEOING 8 FT. IN HEIG FIRST AT 3'O.C. n GALV STEEL 3 PER BRACKET II A REST AT 9'O.C. TOP ROLLER BRACKET ON EACH 910E I I ..._.1 CONNECTED TO FLAG BRACKET ANGLE z FASTENED W/(6)@ 14 X 5/8"S.M.S. W/3/8-18 X 3/4'BOLT&NUT c� 2-1/2'X 4-1/4"X 13 GA. STEEL PLATES ANO TO SPRING SHAFT GUIDE WITH 090 THK.GALV.STEEL ADJUSTABLE _ _ WELDED TO 1-1/2"X 1-1/2'X 14 GA.ANGLE - -- A-.-•� (2) 1/4-20 X 5/8'BOLT NUT f" Z SLIDE FASTENED TO BRACKET FASTENED TO TRACK - -- 1 S 6 W/5/18-18 X 3/4"HEX HEAD O M.SCREWS181,NUTS, WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ,TRACK LENGTH= OPENING HEIGHT PLUS 12" J Iy TOP BRACKET (i�iCttµNµII O C (STANDARD) TOP BRACKET __4 W VERTICAL TRACK C Rn ti LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK 2-1/8"X 1'X.080' V oO gm SECTION A-A Gaon w HORRONTAL REINFORCEMENT O 0 ru 1/2'X 1-3/4"X.059'FORMED STEEL 2'K 5-1/2'X.104 ¢m¢2 O N GLUED TO PANEL AND FASTENED TO GALV.STEEL Q W 6 VERTICAL STILES WITH H o FASTENED W/(4)g 14 X 5/8"S.M.S. DOOR • SECTION HEIGHTS BRACKET PLACEMENTS {y z oL1 (2)3/16'POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3ftD 4TH 5TH B1 B2 03 B4 B5 H6 B7 BB J7 HORIZONTAL REINFORCEMENT - V W ami 1/2'X 1-3/4'X.058"FORMED STEEL 8'-0° 18"18° 18"18"N/A 1"TO 2'11-3/4" 23' 34" 45' 56° 67° GLUED TO PANEL AND FASTENED TO V_6' 21"18' 18"21"N/A 1"TO 2'11-3/4" 23" 34" 45° 56" 67' - 0 VERTICAL STILES WITH 7'-0' 21 21" 21'21"N/A 1"TO 2'11-3/4" 23' 34" 67" - (2)3/16'ALUM RIVETS 7'-6' 18 18 18° 18" 18"1"TO 2"11-3/4 23" 34" 45" 56" 67" 78 5/16' MEETING RIB 8'-0' 21"18" 18'18" 21"1"TO 2'11-J/4° 23' 34" 45" 56" 67" 78-1/4" PUSTIC/STEEL ROLLERS —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM a0 1.82°DIA.X .50" ME FOR DOORS MORE THAN B FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 0O p ® W/.44 DIA.X 4Ld -1/4"STEM =i o tii M OPTIONAL INSULATIONS: UY_DYPLASF PRODUCTS LLQ' o m U a EPS-EXPANDED POLYSTYRENE o m 1.9"X 2.19'%3.3'%.090' Z T7j a DENSITY-1.05 PCF STEEL TRACK BRACKETS — W N.OA j11-0926.07 r 2-3/16"HIGH JJ m Ld OR m CONNECTED TO TRACK WITH ¢ O ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. p 0 N DENSITY=2_0 PCF N.OA(f11-0926.06 m Ld O Z OR Ul W U)a o PLGfLLOFOAM NOR'iH AMERICA' m m J" DENSITY- 1.03 PCF m Q N 4 N.O k#15-1203.04 _ OR BY'INSULFOAM LLG' m O .� DENSITY-0.92 PCF N.O.A.514-0311.08 8 14 GA.GALV.STEEL ROLLER HINGES FASTENED W/(6)#14X5/8'SMS ----MM, 024'ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 O3 MN.YIELD STRENGTH-34 KSI TRACK CONFIGURATION m g WITH PRIMER AND BAKED-ON POLySTER ted' APPLIED TO BPAIOTH SIDES COAT STEEL N VERTICAL L1 HIGH ILI STANDARD LIFT LOW-HEADROOM a o e o N _ DOUBLE TRACK _12 cA._GALV.STEEL.___ _ _ AVAILABLE TRACK OPTIONS / BOTTOM BRACKET FASTENED W/(4){I 14 X 5/8'SMS Ail `\`111111111 111�/� 4 PRODUCT RENEWED ```9�6gp, cEMs"YO as complying with the FloridaBuilding IN BOTTOM 16-0330.03 r � •N+? q ' ,T BOTTOM SEAL OPTIONS _ SEE SHEET 4 Expiration Dae 8/14/2021 D O..hA•.,• AreoF ..,� drawing9 no. SECTION A-A MIam1-Dad odactContro � �5'•.�OR..... 03-06 SEE SHEET 2 R LOCATION OF REINFORCING TRUSSES 'A7SifitAj�1��` sheet Sof $ REINFORCEMENT 3 4' 1/2-X 1-3/4'X.058' ® o IN, FORMED STEEL 058- ON, is X 1' DIST. SELF DRILLING SCREWS f(8 X 1' ,` p i 1-1/2'MIN. - OR SELF DRIWNG SCREWS o m 3/16''RNEx'STEEL RIVETS OR a� . I GE DIST. I MULTIGRIP W/DOME HEAD 3/16''RIVE%'STEEL RIVETS o� W I �o AT 4a"D.C. MULTIGRIP W/DOME HEAD Lu N p AT 49"O.C. ' REINFORCEMENT O 1/2-% 1-3/4'X.058" FORMED STEEL O O O.IWV �uCt 1/4'DIA LAG SCREWS I 1/+-DIA.LAG SCREWS 1 C WOOD BU I AT 6'FROM E14DS WOOD DU I AT 6'FROM ENDS O G N m AND 21'O,C.MAX. - i AND 21'O.C.MAX. - V pyT W'STRIP ADAPTER W'STRIP ADAPTER O'C pm) 0 ALUMINUM STEEL D It o C a S'TUPPING O RUBBER W' z RUBBER W'STRIPPING C,(P��l V' 050 �. u'?LGq-0 .22.24 .534 .7 0404OF .348 Q w m F ��ILLS��2221ff I I_f 2 1.750--I� ,7 -I 8070M SEAL OPTIONS OPTION 'A' OPTION '8' co O WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o to THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W TO WOOD STRUCTURES.IF THESE MErHOOS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q fi WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORSSTRUCTURE EMBED SPACING EDGE DIST. Q Z H uj r VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3 B HLC SLEEVE BY HILTI CONIC. - 1-1 4 a' 1-5 a t9 _ w 3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1/4' a" 5/16"X 1-5/8' 318-DYNABOLT BY TRY' CONIC. 1-1 2' B' 2" ¢ LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8"OYNABOLT BY'RW' FILLED BLOCK 1-1 2 8" 3-3 4' O O .6 N AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS' GONG. 2" B" 1-7 8 U O Z BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 B" I-7 e W 0 = o CONCRETE Vc=3000 PSI MIN. V) 5/16'DLA.BOLTS C-90 GROUT FILLED BLOCK Tm=2000 PSI MIN. 2 •_ WITH WASHER do NUT WOOD BUCK CONNECTION TO MASONRY v' rAT 12'D.C.MAX. EDGE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO III 6 ST GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH 1/d'ULTRACON BY'ELCO'WITH SPACING OF 14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED 1-1 4"X 2-1/2'X 14 GA I '� °u 16'O.C.INTO 3000 IST CONCRETE,WITH 1-3/4'MIN.EMBED 11_1/2" 1-1/2" ~—CONY.STEEL ANGLE 1-1/2' a g — -2=1/2'-MIN.-EDGE-DISTANCE ---- - -- 12 CA CALV.STEEL - --- -_ - ----� 1/4' PER BY'POWERS'WITH SPACING OF FLAT BRACKETS d:3'LONG 10'O.C.INTO GROUT FlLIID BLOCK WALL,WITH 1-1/2'MIN.EMBED 1/16'X 2-1/2• AT 12'O.C.IN DOOR OPNG. Z-1 8'X 1'X 14 GA. u u o 12'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EM13ED - FILLET WELDS T 18' C.ABOVE DOOR CPNG. TE SETS TO TRACK L TRACK ¢m 3"MIN.EDGE DISTANCE AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE N PLATES -_3/a"CONFLIX BY'ELCO'_OR --_ _ _ ____. --- ___ __ ____ _ __ _- ____ __ _ W/.(3)_SPOT WELDS AT EACH-SIDE __ -_ - SLOTTED 1/4-205/8-TRUSS NLJT S_H6 ,3/8 LOT BY'ITW WITH SPACING OF _ _ _ _ _ _- • _ _ -_ _ • _ _ _ - • 24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK -CONTINUOUS ANGLE TRACK c W 3 m 3'MIN. EDGE DISTANCE 70 WODD BUCK TO STEEL TO CONGRETF AND FII LED BLOCK y o -,a 3/8'_11W SLEEVE BY'HILTI'WITH SPACING OF •11 0.. - m 6"O.C. INTO GROUT FILLED BLOCK WALL,WRH 1-1/2"MIN. EMBED,4"MIN.EDGE DIST.- 2-1/2- IST: - ---- ALTERNATE TRACK INSTALLATION 16'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND 2-1/2'MIN.EDCE DISTANCEIA/fAY�� o i- PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED \` , as complying with the Florida �'' �•'� �� $ I .. FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY Building Coda - '•.fib! ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NOA-No. 113--0330.03 _ 0502 BY DOOR SYSTEM. 0811x/2021 - ) * FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiration RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED SY ;` � draw 9 n0, BUILDING OFFICIAL UPON INSPECTION. By O'• STATE OF Miami-Dado rodact control '; F[OR1DP.• Gp�\ 03-06 MAXIMUM FOLTERIOR(+)LOAD PER JAMB=(16.16'X 27 PST)/2=218.2 Lbs per FL �i SS MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'X 30-PSF)/2 242.4 Lbs per Ft. CYT�Oj���1�AA�\ sheet 4of 5 I v ,• .500 F^-=1-•.250 (� *PLASTIC COMPLIES WITH CHAPTER 26 OF FBC 24"(.024)STEEL MIN. SEE EVIDENCE PAGE Z qw " N 1.765 1.725 IL n i 7/16'DIA WASHER O 1.144 Q ao� I 0 L 0 @8 X 3/4'SMS 21 3/4' a¢C o O <' 11 6 FROM ENDS MAX. 3/8' 176 a 0 H A i 1 AND 7'D.C.o.c.W. wow.WIDTH W X * EXTERIOR FRAME * INTERIOR FRAME 0.3 t O N 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION :z, LL 11 I! l ` (4)J8 X 3/4'SMS ° T o MAX. IL -s o 1 0 1-3 8'FROM ENDS °o -4 I 0 2 5 AND 6/1/2'O.C.MAX. < q N o D.LO. a 002 10` 0 IIII I O W IT°L 1E ­_­_._11 1111 175 X.062 DEEP Illi GROOVE ED I I jli pD FrEEI0 ILII 1/4'POLYCAROONATE LNLE 0 V) I'I BY'SASIC INNOVATIVE PLASTICS'EXA I I Ij. NOA#15-0915.08 K IIII KCa7 Z~Z e x O K % Q % j El % ¢ (/)OSI p l Z D m lal O 2 O Z v'�( 0 4 Fx I I im C N 3 W 1111 - W p u7 in 1 I O IIII ED IiIi 176 X.062 DEEP ti Ijll --ORO VE -ED- 1 GO- NI -- 11 (a)yea x 3/4'sws INSIDE ELEVATION g 0 1-3/8'FROM ENDS AND 6-1/2'O.C.MAX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v z �III I � -:g8 x 3/4.:SMS - LITES CAN BE IN - WINDOW ANY LOCATION IN DOOR SECTION 0 3/8'FROM-4'K"X' - - 175 X.062 DEEP - © AND 4-1/2'O.C. GROOVE `1 #8 x 3/4'SMS 0 3/8'FROM ENDS _--- _,.- AND 7'O.C.MAX. --- tUl AtPRODUCT RENEWED7/16'OIA WASHER _.._ _._.._.._.._.._.._.._.._-._.._.._. Bu complying wifh fha FloHda ve� ----------- Building Code '- NO,No. 16-0330.03 o.70692 DOOR PANEL ' EXTERIOR !expiration e08114f2021 =*. v1~ 24 GA. (.024)STEEL MIN. DOOR PANEL 15/16"MIN. D•L OPG. By OFA drawing no. RORiO1: 24 GA (.024)STEEL MIN. GLAZING SITE �'`+ Mlnmi-0 Proquet Control :�G��:� 03-06 WINDOW WIDTH ����`S/OPdAll. 11/i1111111t1 sheet Sof 5 ' 3 3