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HomeMy WebLinkAboutBuilding Permit Application OS Z6z0 l 003 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED �U Date: 03 f2 ' '�`' / Permit Number:" RECEIVE® Building Permit Application Planning and Development Services APR 17 2018 Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Pe rm i, Ing Department Phone: (772)462-1553 Fax: (772)462-1578 Commercial esl �nt�— x ter FL PERMIT APPLICATION FOR: Shutter PROPOSED IMPROVEMENT LOCATION: Address: 4245 S Indian River Dr-Fort Pierce, FL 34982 Legal Description: 35 35 40 BEG AT PT ON W LI OF E 1/2 OF NE 1/41255.36 FT N OF S LI OF SE 1/4 OF NE 1/4,TH RUN N 100 FT,TH E TO RIV,TH SELY ALG RIV TO PT 1255.36 FT N OF S LI OF SE 1/4 OF NE 1/4,TH RUN W TO POB WITH RIP RTS-LESS RD AND FEC RR-(14)(OR 124-341:1664-391:3866-2022,2025) Property Tax ID#: 2435-113-0007-000-8 Lot No. Site Plan Name: Bloehm, Rosalie Block No. Project Name: Bloehm Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: CONSTRUCTION INFORMATION: Additional work to be ertormed under this permit—check all appy: 11HVAC Gas Tank DGas Piping �MGenerator Shutters ❑Windows/Doors Electric ❑ Plumbing Sprinklers ❑ Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ Utilities: Sewer 0Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Rosalie Bloehm Name: Edward J. Heritage Address:4245 S Indian River DR Company:. Folding Shutters Corp Fort Piece ' '' :7.089 Hemstreet PI City:;, State:F� Address: Zip=Code: 34,982 •-t Fax: :City ,West:F'alm Beach.. State:FL Phone"No.'772-579=7010 Zip Code: 33413 Fax: 561-640-8204 E-Mail: Phone No. 561-683-4811 Fill in fee simple Title Holder on next page(if different E-Mail: info@foldingshutters.com from the Owner listed above) State or County License: SCC131151041 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. f 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 thepermit 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. ��✓ )_ks Signature of Owner as Agent for Owner Signature of ContractoJ2tense Heger STATE OF FLORIDA � � STATE OF FLORIDA COUNTY OF COUNTY OF The for oing instrument was acknowledge efore me The forgoing instrument was acknowledged before me this IL day of 4 pr,ik , 20 l�by this V_day of 20 by Edward J.Hedtag�_ Edward J.Heritage (Name rson acknowledging) (Name erson ledging) L�� l2_1 (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known ✓ OR Produced Identification Personally Known OR Produced Identification Type of IdentificationProducedType of Identification Produced Commission No. r� t� L o�pR ( aIpAMELP A.EVANS Commission No. ��1�� `�� (Seal) NOTARY PUBLIC �! �+STATE OF FLORID y PAMELA A.EVANS ig Comm# Revised 07/15/2014 �S4roeEie-e Expires 10111/2018 �! =ESTATE OF FLORIDA e Comm#FF150967 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS li I MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X4'X1/4''STORM BAR 6063-T6-2.SPANS 274-X1/4-STORM BAR 6063•T6-2 SPANS. 2 X2'X1/4'STORM BAR.(606346)-30R MORE SPANS 2'X37118'STORM BAR 6063-T6)-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION UF (PSF) (LB) YIN) UPTO UPTO (PSF) (LB) YIN UPTO UPTO (PSF) (LB Y(IN) UPTO UPTO (PSF) (LB) YIN) 75' 136 2125 08 60' 131 2661 0.8 48' 140 805 1.5 48' 140 805 1.2 84' 108 1690 0.6 66' 108 2413 0.8 54' 140 906 1.8 54' 140 .906 IA M 93' 88 1705 0.8 72' 91 2218 0.8 60' '128 920 2.1 60' 137 995 1.7 102' 73 1551 0.8 78' 77 2033 0.8 66' 105 830 2.4 66' 113 893 1.8 48' 78' 30' 30' g. 111' '62 1434 1A 84' 67 1905 018 72' 89 768 2.8 72' 95 819 1,8 . 120' 53 1325 1.1. 90' 58 1767 0.8 78' 74 691 3.1 78' 81 '757 t8 129' 46 1236 1.3 96' 51 1658 0.8 84' 59 594 3.4 84' 70 704 1.8 138' 40 1150 1.5 102' 45 1554 0.8 90' 48 518 3.4 90' 61 658 1.8 147' - 35 1072 1.7 108' 40 1463 0.9 96' 40 460 3.4 96' 53 610 1,8 101 66' 140 2166 08 64' 140 2756, 0.7 42' 140 845 1 1.2 42' "140 845 1.0. S 75' 121 2127 0.8 60' 121 2647 0.8 4B' 140 966 1.5 48' 140 966 1.2 84' 96 1990 0.8 66' 100 2406 0.8 64' 131 1017 1.8 54• 140 1087 IA Z 93' 79 1722 08 72' 842205 0.8 60' 106 914 2.1 60' 114 983 1.7 O 54' 102' 65 1554 0.8 78' 72 2048 0.8 36' :85' 88 835 2.4 66' 94 892 1.8 �.g 84' 36' 111' 55 1431 1.0 84' 62 1899 0.8 72' 74 766 2,8 72' 79 818 1.8 +�,,•l,y 120' 47 1322 1.1 90' 54 1772 0.8 78' 61 684 3.1 78' 68 762 18 W.>- 129' '41 1240 1.3 96' 47 1645 0.8 84' 49 592 3A 84' 58 700 1.8 d'oz.vD 138' 36 1164 1.5 102' 42 1562 0.8 90' 40 518 3.4 90' 51 660 1.8 147' 31 1068 1.7 108' 37 1457 0.9 96' 33 455 3.4 96' 45 621 18 ...� 66' 140 2406 O.B 54' 140 2953 0.7 42' 140 986 1.2 42' 140 986 1.0 g c ' 75' 109 2129 0.8 60' 113 2648 0.8 48' 140 1127 1.5 48' 140 "1127 1.2 h Z 84' 87 1903 0.8 66' 94 2423 0.8 54' 113 1023 1.8 54' 121 1096 1.4 J 93' 71 1720 0.8 72' 79 2222 0.8 60' 91 916 2.1 60' 98 986 1.7 102' S9 1567 0.8 78' 67 2041 018 66' 75 830 2.4 66' 81 897 1.8 CJ 60' 111' S0 1445 1.0 �• 84' 5B' 1903 0.8 42• 72' 63. 761 2.B 42 72' 68 021 1,8 G tY 120' 42 1313 1.1 90' S0 1758 0:8 78' 53 693 3.1 78' SB 759 1.8 W 129' 37 1243 1.3 96' 44 1650 0,8 84' 42 592 3.4 84' 50 704 1.8 .m :.o 138' 32 1150 18 102' 39 1554 0.8 90' 34 513 3.4 90' 43 649 1.8 LJ 3 i 147' 28 1072 1.7 10B' 35 1477 0.9 96' 28 451 3,4 96' 38: 612 18 j 66' 117 2413 0.8 48' 140 2800 0.6 42' 140 1127 1.2 42' 140 1127 1.0 75' 91 2133 0.8 54' 131 2948 0.7 48• 125 1150 1.5 48' '134 1233 1.2 C 84' 72 1890 0.8 60' 106 2650 0.8 54' 98 1014 1.8 54' 106 1097 IA 93' 59 1715 0.8 66' 68 2420 .0.8 60' 80 920 2.1 60' 86 989 1.7 C 72' 102' 49 1562 0.8 96' 72' 74 2220 0.8 48, 66' 66 835 2.4 48, 66' 71 89B 1,8 DI j 111' 41 1422 1.0 78' 63 2048 0.8 72' 55 759 2.8 72' 59 814 1.8 120' 35 1313 1.1 84' 54 1890 0,8 78' 46 688596 3,1 76' 51 762 1,8 .W 129' 31 1250 1.3 90' 47 1763 0.8 84' 37 3.4 84' 44 708 1,8 _ H 138' 27 1164 1.5 96' 41 1640 0.8 90' 30 518 3.4 90' 38 656 1.8 c fy 147' 24 1103 1.7 102' 37 1573 0.6 96' 25 460 3.4 96' 33 607 1,8 ,' DEFLECTION Y �. a± %� NOTE:USE DEFLECTIONS PROVIDED.WHEN DETERMINING MINIMUM SEPARATION TO GIA55 CV MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA 2'X4'X1/8'STORM BAR(6063.76)-3 OR MORE SPANS 2'X4'Xf/W STORM BAR(6063-T6)-3 OR MORE SPANS 2'X4'X1/4'STORM BAR(6063-T6)•3 OR MORESPANS 2'X4'X714'STORM BAR(6063-T6)-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION UPTO UPTO (PSF) LB Y(IN) UPTO UP TO (PSF) (LB) Y(IN) UPTO UPTO PSF) (LB) Y(IN) UP TO I UPTO (PSF) (LB) Y(IN) 66' 140 1107 1.1 1 54' 140 1630 1.0 66' 140 1771 0.8 54' 140 2355 0.7 2gggs� 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' 140 2616 0.8 78' 123 1149 1.1 66' 96 1365 1.1 84' 118 1900 0.8 65' 118 2426 0.8 �. 84' 106 1057 1.1 72' 80 1242 1.1 93' 97 1729 0.8 72' 99 2220 0.8 90' 93 1003 1.1 78' '68 1144 1.1 102' BO 1564 0.8 78' 85 2065 0.8 30' 56' 48' 78' } 96' 81 932 1.1 84' 59 1069 1.1 111' 68 1447 1.0 84' 73 1910 018 102' 72 880 1.1 90 51 990 1.1 120 58 1334 1.1 90' 63 1766 0.8 m '� 108' 64 028 1.1 96' 45 932 1.1 129' 50 1236 1.3 96' 56 1674 0.8 114' 5B 792 1.1 102' 40 BBD 1.1 138' 44 1164 1.5 102' 49 1557 0.8 �. 120' 52 748 1.1 '108' 36 838 1.1 147' 39 1099 1.7 108' 44 1480 0.9 66' 140 1328 1.1 48' 140 1610 0.B 66' 140 1992 0.8 54' 140 2536 0.7 72' 121 1252 1.1 54' 129 1669 1.0 75' 132 2135 0.8 60' 133 2677 0.8 78' 103 1155 1.1 60' 104 1495 1.1 84' 105 19D2 '0.8 66' 110 2435 0.8 C 84' 89 1075 1.1 66' 86 1350 1.1 93' 86 1725 0.8 72' 92 2222 0.8 36' 90' 77 '996 1.1 60' 5d' 72' 72 1242 1.1 84' 102' 71 1562 0:8 78' 79 2067 0.8 96' 68 :938 1.1 78' 62 1159 1.1 111' 60 1436 1.0 84' 68 1916 0.8 102' 60 880 1.1 84' 53 1067 1.1 '120' 52 1346 1.1 90' 59 1781 0.8 108' 54 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 96' 52 1674 0.8 =.=,H 114' 48 787 1.1 96' 41 943 1.1 138• 39 1160 1.5 102' 46 1574 O.B 120' 43 742 1.1 102' 36 880 1.1 147' 3d 107B 1.7 108' 41 1465 0.9 m? 66' 123 .1361 1.1 42' 140 1550 0.7 66' 140 2214 0.8 54' 140 2717 0.7 p y 72' 103 1244 1.1 48' 140 1771 0.8 75' 119 2138 0.8 .60' 124 2674 03 -a -78' 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 66' 102 2419 0.8 _ 84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 0.8 72' 66 2225 0.8 42' 90' 65 996 1.1 66' 60' 66' 78 1357 1.1 90'102' 64 1564 0.B 78' 73 2046 0.8 OCG G 96' 58 934 1.1 72' 66 1252 1.1 114' 54 '1436 1.0 84' 63 1902 0.8 z. 102' 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' 55 1779 O.B W 106' 46 '833 1.1 84' 48 1063 1,1 129' 40 1236 1.3 96' 48 1656 0.0 g 114' 41 784 1.1 9Q' 42 996 1.1 138' 35 1157 1.5 102' 43 1576 0.8 u 3 ai 120' 37 745 1.1 96' 37 935 1.1 147' 1 31 1092 1.7 108' 38 1475 0.9 -� 66' 108 1366 1.1 42' 140 1691 0.7 66' 128 2429 0.8 48' 140 2576. 0.6 A 2 72' 90 1242 1.1 48' 135 1877 0.8 75' '99 2135 0.8 54' 140 2898 0.7 C 78' 77 1151 1.1 54' 107 1661 1.0 84' 79 1908 '0.8 60' 116 2668 D.8 •d �+ 84' 66 1063 1.1 60' 87 1501 1.1 93' 64 1711 0.8 68' 96 2429 0.8 C $ 48' '90' 58 1001 1.1 72, 66' 72 1366 1.1 72, 102' 54 1584 OB 96, 72' 81 2235 0.8 96' 51 938 1,1 72' 60 1242 1.1 111 45 1 1436 LO 1 78' 69 2063 0.8 W o 102' 45 880 1.1 78' 51 1144 .1.1 120' 39 1346 1.1. 84' 59 1900 03108' 40 828 1.1 84' 44 1063 1.1 129' 33 1224 1.3 90' 52 1794 03 N 114' 36 787 1.1 90' 39 1009 1.1 .138' 29 1151 1.5 96' 45 1656 33 759 1.1 96' 34 .938 1.1 147 26 1099 1.7 102' 4D 1564 120' 8 DEFlECf10N Y C ns O:• NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS ��7111111�11 ` N o t1E C�