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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Permit Number: l(J CJ 1 Building Permit Application AUG 2 2 '017 Planning and Development Services Building and Code Regulation Division PEi3[ril N NG 2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie County, FL Phone: (772)462-1553 Fax: (772),462-1578 Commercial Residential j PERMIT APPLICATION FOR: W PROPOSED IMPROVEMENT LOCATION: Address: `� � L�/®z�i� (�LS/� ©fid �C�-I` S% �F�CrLs Legal Description: Property Tax ID#: �/�tf`�4�` d[�S'�'j o 0,0 1A Lot No. S� Site Plan Name: Block No. (� Project Name: Setbacks Front Back: Right Side: Left Side: DEl"AILED DESCRIPTION OF WORK: 5/��' eXi5'7`J1g IMS /901eneA1A %4' 5/w/0e 1CONSTRUCTIOWINFORMATION: Additional work to be pertormed un er t is.permit-c ec all that appy: HVAC _Gas Tank _Gas Piping _Shutters 1c Windows oors . Electric _Plumbing _Sprinklers _Generator _Roof. Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ Utilities: —Sewer _Septic Building Height: OWN ER/LESSEE: CONTRACTOR: Name Z 415?R� 7"�UName:' Address: 765-7K T/y 0Sl4 Company: City: '<7 State: � Address: 56 ,moi vL/ti 2Z) Zip Code: ' 2�(t3:5'-Z. Fax: City: 7>,94- s-1- LvG/o State: C� Phone No. 7 7 Z- -3 S-9 U�d0 Zip Code: -%e4Sx. Fax: E-Mail: Phone No. 7 7Z- Fill in fee simple Title Holder on next page(if different E-Mail: 73n a SIMS P.*0>ef~ X007 o7 from the Owner listed-.above) State or County License: 6713e— /?-66 0/3 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRt1CTION LEEN LAW MFORMATION DESIGNER/ENGINEER: _Not Applicable -ApplicableMORTGAGE COMPANY: Not 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 FLORIDASTATE OF FLORIDA 1 . COUNTY OF lo,I r, COUNTY OF �� The f r oing instru ent was acknowledggd_before me The fo ing instru ent as acknowledged before me this day of 20 by this ,day of 2047 by ��� WSOO Name of person making statement Name of person making statement / Personally Known OR Produced Identification Personally Known OR Produced Identification t/ Type of Identification Type of(dent ion L Produced VLA Produced 1 (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida.) Commission No. - — Commission No. 1<A[2 1 N I E L S E N waCommission k FF 115637 "QYP�''o KAREN S. NIELS N1Commission Expires ° ' Ei'�Y rb, Commission kFF 115G3'i . .1.7. Expire e ;,.���6 .. it ', REVIEWS FRONT ZONING _ F SUPERVISOR PLANS VEGETATIO M ne 1VE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW RW ` fE ' DATE RECEIVED DATE COMPLETED Rev.8/2/17 � � NOTICE OF PRODUCT CERTIFICATION % Company: Masonite International Corporation t{ E if F E '�'r Certification No.: NI006900.03 ` ,.- 1955 Powis Road Certification Date: 01/14/2007 AUG 2 2 201f Ez Expiration Date: 12/31/2020 West Chicago,IL 60185 p' PERMI 171PJG Revision Date: 11/21/2014 Product: Fiberglass Glazed Inswing or OutswingBooirc*/gpd„vf/o_LNon-Impact Rated Sidelites txr tii,.C 1F1CA 'lN te-'r (w/Wood Frame unless noted), n. X ��Y Specification: TAS 202/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied o th pLdFt, describ it '._lt�iis ocument. The certification label represents product.conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Prmogurrain is accredited b The American National Standards Institute(ANSI). Inswing 'Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 390"x 628" +52/-52 2.86 psf- No NCTL-210-3108-1/CTLA-805W-2 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 X O/S Glazed 3'0"x 678" +55/-55 6.00 psf No - NCTL-210.3108.1/CTLA-805W-2 Single 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 XX I/S Glazed 6'0"X 6'8" +52/-52 2.86 psf No NCTG210-3108.1/CTLA-805W-2 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 XX O/S Glazed 610"x 6'8" +55/-55 6.00 psf No NCTG210-3108.1/CTLA-805W-2 Double 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 XO/OX I/S Glazed Door 6'0"x 6'8" +52/-52 2.86 psf Door-No NCTL-210-3108.1/CTLA-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel size:LO1TO"2 01 Anchor Detail -MA-FL0162.07 XO/OX - . 0/s, Glazed Door 690"x 618" +55/-55 6.00 psf .Door-NO NCTL-210-3108-1/CTLA-805W-2 Single WSidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-0 OXO US Glazed Door 9'0"x 6'8" +52/-52 2.86 psf Door-No NCTIr210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXO O/S Glazed Door 9'0"X 618" .+551-55 6.00 psf Door-No NCTL-210-3108.1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXXO I/S Glazed Doors 12'6"X 638" +52/-52 2.86 psf Doors-No NCTL210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel size:3'0"x 6'8" Anchor Detail-MA-FL.0162-07 OXXO O/S Glazed Doors 1216"x 6'8" +55/-55 6.00 psf Doors-No NCTL-210-3108-1/CTLA-805W-2 Double.'.w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 *Denotes Aigh Dam Threshold Design National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804).684-5122 . NAAR AUTHORIZED SIGNATURE:. Ln 00 149°MAX. OVERALL FRAME WIDTH c SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. Q D.L.O. -PANEL WIDTH 37.5" MAX. ¢ O 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES w/ASTRAGAL r FRAME WIDTH J GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE 0-U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z = _ DESIGN LOADS.FOR BUILDINGS AND OTHER STRUCTURES, Lo U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. FW 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Z O�j _ HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. o; O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, •O X NLLJ EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), p . HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON m _j PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. �-+ 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 10 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. Q $ 5. PLASTICS TESTING OF FIBERGLASS-FACING:' S 'TEST DESCRIPTION 'DESIGNATION RESULT y �_ SELF IGNITION TEMP ASTM 01929 752'F > 650 'F J IA RATE OF BURNING ASTM D635 0.56 IN MIN ��1 SMOKE DENSITY ASTM D2843 1 53.4% TENSILE STRENGTH- ASTM D638 1 3.2% DIFF S 6. PLASTICS TESTING OF LITEFRAME MATERIAL• a TEST DESCRIPTION . DESIGNATION RESULT z SELF IGNITION TEMP ASTM 01929 740 'F > 650'F DOUBLE-DOOR UNIT W/SIDELITES a a RATE OF BURNINGASTM 0635 0.77 IN MIN Adkftto1M1 3 In B:cn>' SMOKE DENSITY ASTM D2843 13.4% X911 ND: Nf 60 b oD-/L/ rn N m TENSILE STRENGTH* ASTM 0638 -7.50% DIFF. AIWIm =In • COMPARATIVE TENSILE STRENGTH AFTER WEATHERINGD3lBAB �. /„ p q O 4500 HOURS XENON ARC METHOD 1 2:z I GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. v �9 tr�wn goa�o w �n Ina Z J� w O Uj wV)?a � • • e e ^OOO LJ ^NNO)4 O SINGLE DOOR LIN Tf DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE - C U m¢Z WHERE WATER INFILTRATION PERFORMANCE IS G�Te 1/5/07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE /� SHEET /� DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• �W Ste: N.T.S. X 37.5 +52.0 -52.0 +55,0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 Dwc.BY. $W$ 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0. +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS 0 0 112.5 +52.0 4 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 4 -55.0 KURT 13ALTHAZOR DRAWING NO.: OX KO 1 149 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FL0162-07 + High Dom Threshold Design //56533 SHEET I OF 3 C) 6" I— SEE DETAIL — —3" —J —6" OU 0 ko I 3,. 3„ 3 3 I 3' — I—3 I I C3 Q J C co O I I I i I-6" 6,. - 6" 6,. 6"�- - W O Q 0571 n 3" m 7n Z Q U LL =. M^ 0 W ^M Z DE DETAIL — — Q ^W SEE DETAIL _ a Q SEE DETAIL cl. A M A 9 a G G H M H3 0 — 6" cm 0 6,. --� 3., O 3,. 3" _ 6" a.1 �a 6.. SEE DETAIL —6•. Add6WatoRAMI 3 3 3 3 m "F" V1NV1N . � CeItRc61iDR No.: N 6 0 00-rC r o 0� 8 x 2-1 2' RevewedBY # / Date 0 z L`w ® ASTRAGAL RETAINER BOLT HOLE 30cra w MUST BE DRILLED THROUGH Oa.N 0 0 #10 x 2' THE"�FOR STRUCTUREHDEEDP ENOUGH& INTO HE J+n_z#10 x 5/8" DETAIL EASTRAGAL A 1.375 THROW 0 =0 a #8 x 2-1/2" , #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL 0101- #10 m 1- O #10 x 5/8" #10 x 3/4" AS SHOWN. a N rn a 71 0.124"ANNEALED DECORATIVE INSERT #10 x 2" 0.090"SAFLE%IIID (OPTIONAL) DOW 832 FRAME / DOOR 0.124"ANNEALED -,0124"TEMP. ®6 X 1-1/2"PHS DETAIL "D" , DETAIL "C" Dim<Z TYPICAL , 1 : A. DOW 632 DATE: 1/5 07 • •�••, DOW 632 r'�.; 0.962" �. ���M•. scu,E: N.T.S. 1.75 1.047" . ,� oow a3z r 1.375" ;:`, :y '.;: Dwc.EiY: SWS T T T lrxIEelDs JHffBL4s EXTERIOR ° INTERIOR CHH.er: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWMG NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NON-IMPACT GLASS DING-MA-FLO162-07 • SNEE7 Z OF 3 SEE DETAIL 6" DO — `8" 3.. O „E" SHT. 2 S' — — 3" O O —I J 6"6 --II— —s" iF-- ¢ O Ln cc c� N _ — LuO C V a Lo SEE DETAIL U `L N "D" SHT. 2 — — N ~ ''U^^ J J 0 G1 Ld SEE DETAIL "C" SHT. 2 OA -- w w w B mocx A n a C N I \J B a �WW =� 3" 3A 1— " 6. ,3 S v SEE DETAIL 6^ — g" 'o fto „F„ SHT. 2 6"— a a ATTACHMENT DETAIL (n m In 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N(3 N f�l1 SIGNED AND SEALED BY LUIS R. LOMAS, PEx In (FLORIDA #62514) WITH THE LOWEST (LEAST) o Z FASTENER RATING FROM THE DIFFERENT FASTENERS v W BEING CONSIDERED FOR USE. JAMB, HEAD, AND 3m THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE atQujo #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL \ cgiavo Z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ` `n� Ln LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE n z a W 2. MULLIONS TO BE 2-1/2" X 4=3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�=� FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES' 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. onow CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^` Ngo AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS _LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. o L. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25"T7, +H-Ii� ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0,25" MIN x —0.25" Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM' SHIM AdderburawNAMI MINIMUM EMBEDMENT OF 1-1/4". Dere: 1/5/07 / caddkwtlmb. lJf0a44aS? /L/ SME N.T.S. CL—� I— CL—� I— Reviewed By Ti. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO "v��-°� +.'�' owc.BY, Sw5 tw-1 %JnJ Date Rayl TRANSFER LOADS TO STRUCTURE. cNK.er, 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWING NO.: TYPICAL WOOD BUCK TYPICAL MASONRY owc-Aea-Fl.olez-o� ANCHOR INSTALLATION ANCHOR INSTALLATION sheer 3 ov 3