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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: In. ((a , ! � Permit Number: B � C Fla Building Permit Application JUN 16 269r Planning and Development Services PEWAlTTI VG Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Shutter PROPOSED IMPROVEMENT LOCATION: Address: 14550 Dulce Real Fort Pierce FL 34951 Legal Description: 06 34 39 that pary of sec as shown being block 30 lot 16 Lot 14550 Dulce Real PropertyTax ID#: 1306-501-0987-000/2 Lot No. Site Plan Name: Spanish Lakes Fairways Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Install accordion shutters to seven openigns per diagram [CONSTRUCTION INFORMATION: Additional work to be ertormed under t ispermit—check all that appy: HVAC Gas Tank 0Gas Piping _Shutters Q Windows/Doors Electric Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: SFt.of First Floor: ---------- ------------- -- Cost of Construction:$ 2 ,200.00 Utilities: _Sewer Septic Building Height: Name jpff R Tammy Thompson Name: Jpff Jackman Address: 14550 Dulce Real Company:Master Craft Aluminum Prod. City: Fort Pierce State: FL Address: 1634 Se Niemeyer Cir. Zip Code: 34951 Fax: City: Port St. Lucie State: FL Phone Nq.B8-1 RA4. Zip Code: 34952 Fax: 335-0g60 E-Mail: Phone No. 135-1177 Fill in fee simple Title Holder on next page(if different E-Mail:ma stercraft-a 1 um i num(ac1mai 1 -com from the Owner listed above) State or County License:SCC1 3 115 0 5 8 6 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: 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: 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. s _Signature r/Lessee/Agent Sign ure f o'trac or/License Holder STATE O F�Ow O A STA L� A COUNTY OF St. Lucie COUNTY OF St. Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 10 day of ,TnnP 20L6—by thisL0 day of June 20 16 by Jeff Jackman Jeff Jackman (Name of person acknowledging) (Name of person acknowledging) (Signature of Nota blit-State of Florida) (Signature of Notary Pu c-State of Florida) - - - - ==Persarially Kno+nrra= Sh�ll�e-- taficatiofl = -ersonalLy_Kno B r -Identification — Type of Identificati NOTARY PUBLIC Type of Iden BUC STATE OF FL LORIDA Commission No. FFA Commissio2382 (Seal) '14M Expires 111512020 Exptres 1/15/2020 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK NANO /�RDO,P.E. _ 2"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" •1'\ •• �r7 ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE S x G1 (Dsp Cl C2 1 C3 I C4 C5 Cl I C2 1 C3 C4 CS Cl C2 C3 I C4 CS s 0.465 #12 SMS W(2"EYEWALL 43 16.0" 16.0" 7.5" 9.0" 16.0"15.5"18.5" 4.5 6.5" 15.5" 8.5" 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0•' 16.0"1L.0" 6.0" 3.5" 5.0'• 11.0" 7.0" 0 EMBED S A o 62 14.0 7.5 4.0" 6.0 14.5" 4.5" 4.0" =m 70 11.5 6.0 3.5" 5.5 12.5" 7,5" 3.5" 3.5" 5.5" 7.0" 3.5"/3.5" 5.0" •••. 00 3.53.5" 5.0" / 7.0" ANCHOR SCHEDULE: WOOD G=0.55) °1� r 3(4'MIN EDGE DISTANCE r11 Q a LL WU' S G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" u LOD Y LLUm1l Z o, ANCHOR ACONN TYPE CONN TYPE CONN TYPE Z N c w (11 Cl Cz C3 C4 CS Cl c2 c3 c4 I C5 Cl C2 I C3 I C4 C5 1/4"LAG SCREW WITH 1-314" 43 16.0" 16.0"11.5"12.5"16.0"16.0"1fi.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5 6.0" 16.0•' MIN THREAD PENETRATION 53 16.0"16.0" 8,5" 10.0"16.0•'16.0•'16.0" 6.0" 7.0'_16,0"16.0"11.5" 4.0" 5.0'• IG.0" !n� 3 x 62 16.0"16.0" 7.0 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16,0" 70 16.0"16.0" 6.0•' 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" � 100 16,0"11.5" 4.0•' 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0•'11.5" 4.0" 5.0" 16.0" a N 7/16"WOOD BUSHING WITH 93 16.0"16.0" 8.0" _10_0"lfi0"15.5" 8.5" 4,5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED&114-20 53 16.0"10,5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" o G m SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5•' 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5' 4.0'• 5.0'• m �I o .� 70 17..0" 6.0" 3.5" 5.5" 12.5'• 7.5" _3.5"� 4.0" 5:5" 7.0" 3.5" 4.0" &N O ry11111 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5"��4.0" 5.0" 7.0" 3.5" 4.0'• 5.0" ri 3 #14 SMS O0.#19 WOOD q3 16,0"12,5"14.5"16.0"16.0"16.0" G.Z' 10.0"16.0"16.0"11.5" 5.0"_ 7.0•' 16.0" N y SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"I6.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5,5" 13.0" o THREAD PENETRATION K� d G2 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" S.0" 7.0" 16.0"16.0 9.5" 4.0" 5.5" 13.0" m ql - ply�n 70 16.0"16.0" 6.5" B.5" 16.0"16,0"10.0" 4.5" 6.0" 14.0"I6.0" 9.5" 4.0" 5.5" 13.0" m -. - 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0' 9.5" 4.0•' S.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" s p M ANCHOR SCHEDULE: WOOD (G=0.42) g �< 3/4"MIN EDGE DISTANCE S 6 _G Spans Up To 6'-0" Spans Up To 8'-3" Spans Uo To 12'-0" a o ANCHOR LOAD CONN TYPE CONN NPE CONN TYPES x tp51t C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2' C3 C4 CS g 1/4"LAG SCREW WITH 1-3/4" 43 16.0" 16.0" 9.0'• 10.0"16.0"16.0"16.0" 5.5" 7.0" IL 16.0" 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION 53_16.0"16.0" 6.5 8.0" 16.0"16.0"12.5"_4.5" 5.5" 16.0"15.0"_7.5', 3.0" 4.0" 11.0" iQ e 62 16.0"16,0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5"i 3.0" 4,0" 11,0'• aS 70 16.0••13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0 11.0" L►LL�+�rPl- `o 100 15,0" 7.5" 3.0" 4.0" 11.0"15.0 7.5" 3.0" 4.0" 11.0 15.0" 7.5" 4.0" 11.0" O 414 SMS OR#14 WOOD 43 16.0" 8.5" 10.5"16.0"16.0"12.5" .5 7.0" 16.0"13.0" 6.5 3.5 5,0" 10,5" O SCREW WITH 1-3/4"MIN IN 16.0" 6.5" tl.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" q.0" 7.5" 8 THREAD PENETRATION 11.5" 5.0" 7.0" 16,0"13.0" G.5" 3.5" 5.0" 10.5" 10.5" 5,5 2.5" 4.0" 7.5" °a . 0000001»'. 9.5" 4.5" 6.0" 16.0"11.0•' S.5" 3.0" 4.0" 8.0 10.5 5.5 2.5•' 9.0" 7.5" _ ._. __-._. _ o�mh p p 5.5 2.5" 4.0" 7.5" 10.5" 5.5'• 2.5" 4.0" 2.5" LL ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK �aggga 4"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" z m GI (F CONry TYPE CONN TYPE CONN TYPE O ANCHOR x Cl C2 C3 C4 CS Cl C2 C3 C4 CSWICClC2 C3 Cq CS ppep 5/16"ITW TAPCON XL W/ 43 16.0"16_0"16.0"16.0"16_0"16,0"16,0"15.0"116.0"16.0" 15.0" 9.0" 14.0"16.0" q p6 "5 2-1/4"MIN.EMBED 53 16.0"16.0"16.0" 16.0"16.0"16.0"16.0"11.0"16.0"16.0" 12.0" 7.5" 12.0"16.0" !X'i7 #gyp 62 16.0"16.0"14,0 16.0"IG.O"16.0"15.0" 9.0" 14.0"16.0" 12.0" 7.5" 12.0"16.0" a $ 0 70 16.0"16.0"11.5"16.0"16.0 16.0"12.5" 8.0•' 12.5"16_.0" 12.0" 7,5" 12.0"16.0" vg 100 16.0"12.0" 7.S• 12.0"16,0"1G,0"12.0" 7,5" 12.0"36.0" 12.0" 7.5" 12.0"16.0" S w v 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5'• 6.5' 9.5" 16,0" 5.5" 6.5"O 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 6.5" CCPINGM NWll(L KhXMW PE.i62 16. 10.0 6.0 9.016.011.0" 5 " 6.5" 9.0" %665' 15-2339 708.0" 5.0" j5.5" 7.0" " 6.5" SCALE: 100 . 5.5" 6.5'• 9.0"j/5.5" 6.5" PAGE DESCRIPTION, L7 u 2"MIN EDGE DISTANCE Cl C2 C3 Cl C5 Cl C2 C3 C4 CS C1 C2 C3 #12 SMS W/2"EYEWALL 93 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" ARMOR INSERT W/2"EMBED 53 16.0"16.0 7.0" 9.0" 16.0"16.0" 9.5" 4.5" G.5" 16.0"11.5" 62 16.0 13.0 5,5 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" c ------ ANCHOR NOTES:SEE SHEET 70 16.0"10.5 S.0" 6.5" 16.0'•12.5" 6,5" 3.0" q,5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.