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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: 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 X PERMIT APPLICATION FOR: Shutter PROPOSED IMPROVEMENT LOCATION: Address: 226 NE JARDAIN ROAD PORT SAINT LUCIE, FL 34983 Legal Description: RIVER PARK UNIT 9 PART B BLK 73 LOT 21 (MAP 34/28N) (OR 1674-2256) Property Tax ID#: 3419-565-0027-000-6 Lot No.21 Site Plan Name: N/A Block No. 73 Project Name: PLANTE Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: CONSTRUCTION INFORMATION: Additional work to be nertormed under this permit—check all appy: HVAC Gas Tank Gas Piping Shutters Windows/Doors Electric 0 Plumbing []Sprinklers, Generator Roof Total Sq. Ft of Construction: S . Ft. of First Floor: 1472 Cost of Construction:$ 4,500 Utilities: Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name MAURICE &ARLENE PLANTE Name: MAURICIO ORELLANA Address:226 NE JARDAIN RD Company: ONE CONSTRUCTION&ROOFING CONTRACTORS City: PORT SAINT LUCIE State:FL Address: 3437 SW EUROPE ST Zip Code: 34983 Fax: City: PORT SAINT LUCIE State:FL Phone No.321-223-9907 Zip Code: 34953 Fax: 772-336-9379 E-Mail: Phone No. 772-519-2449 Fill in fee simple Title Holder on next page (if different E-Mail: ON ECONSTRUCTIONSERVICES@YAHOO.COM from the Owner listed above) State or County License: CGC-1515745 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: r DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: X 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 of Owner/Lessee/Agent Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 7-1 day of 20 Irby this 21 day of 20 by 1 CLLAA N 0 (TPI 1&/I G{ ( O A .Lr I oAr) Ltl-d.l AA(I (Name of person acknowledging) (Name of person acknowledging) r--A (Signatu a of Notary"Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known -✓/ OR Produced Identification Personally Known 1/ OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No.E1td{+? io:...; Commission No., al) JENNIFERK44CEJENNIFER HWE * * MY COMMISSION#EE 16 430 * MY COMMISSION#EE 164 EXPIRES:Janu6Arinro;January 29,2a-W a 29,201 Revised 07/15/2014 'k6FF10BMW ThruBudget H*gSMIC6A REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS ANCHOR SCHEDULE: CONCRETE (CONT.) voNNgq�'% 2-3116-MIN EDGE DISTANCE - 3-1/8'MIN EDGE DISTANCE G Spans Up To 6'•0' Spans Up To 8'•3' �- Soans UO T4 12'-D" Spans Uo To 6'••0 Spans Up To B'•3" Spans Un To 72'-0" # Z 7 LOAD CONNTYPE CONN TYPE :- CONN TYPE- CONN TYPE CONN TYPE -CONN TYPE • !: O .ANCHOR.. (Psi - - 3 CA C2 C3 C4 CS ClC2 C4 :CS Cl C2. C3 4 CS x .Ct C2 C3 C4 L5 Ci .C2 C 'CS CS C2 C3 C4 CS- Cl C 33 - 5/16'ITW TAPCON'XL WITH 43 16.0"16 0"16.0 16,0"16.0"S6 0"16:0"12.0"16:0"16:01 16.0"11.0 7.0" 12.0"76.0"16:0"160"1G:0"16.0':16.0"16 D"16:0"12.5";6:0".16.0.16 0'11.5' 7.5 12.0".16.0 - -' 1.3/4'EMBED MIN 53 16.0"16.0.14b 16.01.16:0"16,0"14:5"9.0 140. 160 1601.-9.0' 60 100'125 l6'-0 16.0 145 160 i60'160' !S D" 9:0" 14.5"16:0 160 '95. 6.0" 10.5"13.0" CONC) - 62 16,0"16.0'11.5"16.0"16.0"16.0"11.5" 7.5 12,0"16.0 160' 9.0" 6.0" 10.0"12.5"16.0"16.U'11.5"16.01'16.V'160'119" 7.5"12.0"16:0"16.0' 9.5" 6.0" 10.5"13.0" , 70 16On- .0"15.5' 9.5" 15 0 16:0"16.0" 9.5" 6.0 10.57'13.5 16.0" 9.0' 6.0" 30.0' 12.5"14.0"-16.0--10.0"35 0 16 0"16 0 10 w 6.F 10,5"14.0"16.0" 9,5' 6.0" 10.5"13 0" �j�� �3`� 100 16.0" 9.0" 6.0". 10 0 12 5"16.0" 9,0" 6,0 10 0'12,5•'16.0" 9.0'-b 0 10 0"12.5"16,0" 9 5 6.0' 10 5 13.0-16.0" 95' 60" 10.5"13,0"16.0" 9.5" 610- los,L3.0.. // '! 5/16'ELCO ULTRACON tV1TM 43. 16 0. 16.0"16.0"16.0"1G.0' 16.0"16,0"13 5 16.0"SG.O"1G.0"12:0 8 0 13.5"16_01.160"16.0"16:0"16:0"16.0"16.0'lfi�0'•15.0"16.0"16.0"16.0'1]_0' 9 0 15 0"16.0" 133 7�1TXa 1-314'GMBED(350DPs1 MIN. 53 1G 0 16.0"16,0'16.0"IG.O"16.0" 15.5"10.0`IG.O"16,0"16.0' 9.5" 6.5" 11S"13 5.'16:0"16.0"16.0"16.0"16.0"14 0'16:0"11.0"16.0' I6.0"16 0"10.5" 7.S- 12.5"'15.0" >U IU . CONC) 62 16.0'':16.0"32.5"160"16.0"16A"12.0" 8.0 140 16.0 16.0" 9.5' 6.5" 17.5"13.5'16.0".16.0"14.0"16 0.16 0"16 0! 13 5 9.0 I5.0'16.0. 16.0"10.5" 7 5` 12.5"15.01. _ UI Q�� U' ' a 7D 16.0",16.0"70.5"16.0"16.0"160 100" 7.0 12.0'14.5 iG 0"-9.5' GS. I35"IJ.S"16.01.160'11:5"16.V 160"160 1L0" 7:5 13.0"16:0 16:0'L0.5' 7.5". 12.5"15.01. 7. tYO 100 36,0"9S' 133'.'3fi.0'. 9.5'- 6.5 1L5'1 13.5"116.V,9.5• 6.5 11.5"13 5'.'I6.0!:10 5 :7.5" 12 5 15.0'1 16.0 10.5" XS.. 12:5"15.0.16.0"10.5." 7.5. 125'.15.0" W 9 3 1/4'304 SS POWERS TAPPER _- 1.1/2'MTN EDGE DISTANCE - -- - - _ - 3'MIN EDGE DISTANCE -. W W/1-3/4'.EMBED(3000ps1 µCl'- C2 C3 C4 .C5 CI -C2 C3 *.Gi CS Cl C2- -W :G CS' Cl C2 C3 C4 C5 Ct. C2' C3' C4. C5 Cl CI C3 C4 CS' NV" -1 MIN CONC) 43 16.0"14:5" 6.S 8.5" 16.0'12.5" 7.0" 4,0. 60" 12:5 70 3.5" 4.0"' S.5" 16__0"160 13.5.16.0''16:0"16.0"14.0" B:0 ILO'16.0.14.5" 7i5" 4.S` B.0 LLS' pw:1 53 14.0" 8:5' 4.5" b 5 19 0" 9 0 4.5" 3.0 '4i" 9.0 6.0" 3.0"' 3.0" -4 0 16.0"16.0 -9;5" 17.5' 16.0'•L6,0" 9.5- 6.0 9.5" 16.0"12.0' 60 b 62 11.5" 6 5 ].5" 5'S 12 0" 7 0. 3 5" 4:0" b.0 6 0 3.0" 3.0" 4 0 16_0"13.0" 7 S" 11.0"16.0"14.5" 7.5" S_0" 0.0" 120 12 0 6 ].0" 5 0 10 0" 6 0 :.0" 3.5" 4.5 6 0 '3,D" 3.0" 4 0 16.0"10 5 6.5" 10.0" IA n"12.S" 6.5- 4.0" 7.0" 9.0 Ago- 3 .6 0' 4 0 G.5" 8 5" 100 6.0 3.0"f 3.0 4.0'. R. 3.0" 3.0' 4.0 '6 0 3.0" 3.0" 4.0 12.0" 6 0' 4i0" 6.S' B.5" 12.016.0- 4.0" 6.5" 8.5 12.0_ :G 0" 4.0" 6.5" 8:5 h m ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1'MIN EDGE DISTANCE 2 1R'MIN EDGE DISTANCE f) Soans Un To G'-D" - Spans Up To 8'•3" Span,Up T6 12'-0" Soan9.Up To 6'-0". SnansSpans Up To 12'•0" > 1( d o ANCHOR LOAD ,C014N TYPE CONN TYPE I CONN TYPE COHN TYPE, - CONN TYPE CONN TYPE -1 x (psl) C1 C2 C3 C4 CS C1 [2 C3. C4. .CS CI C2' C3.. C4 CS C1 C2 C3. C4 CS C1 C2 C3 C4 CS C3 C2 C3. 44 LS y FRj 114'ITW TAPCON WITH 43 BS" 7.0" 3:5 B:5" 6 0' ].5". 6A" 3.5" 11.5".10.0" 5.0" 6.S'" IL5" 8 S. 43" 7.0 4 5" B.5 4 5' 3.0 4A" 7��O m r_ _. g 1.1/4"EMBED 53 7.b" 4.0" 701 4.5-14.5" 95 6.0 3.5". 50 95' 60 3.0 �/ 355 6.0 a0S �-q8 m f41 - 62 5S .J.O" 60. 35" 80 40 45 BO 50 j 30. .4.0 40'� OZ9a�� / p{. 70 45" 503:0" 65" 3,5" 35 65 -40 3:0 40' tDD a o 4.0 �� 4 W. 114'EL ULTRACON WITH 43 33.6"30.51. 6 5". 13.0" 9:0 -9:0" 13.0".10 S 4'S" 6.0" 13.0- 9-`0 5.0": 3.0 '4.0" 9.0 5.01. 4 0. �.( Q ` 1-114 EMBED 53 10.5". 6:5'14.0-' 12.5" 10:5" 6.5 6.5". 10.5".65 33 50 103. 6S_'3.S 3l5"- 6.5' 90" 30 /1 b e 62--8:5": ..85...4.5' `4 D" 90....SAT� '4.0 40": 30 - "":os 70- 7,0" 7.5" T0'3 5 3.5" 7.5- 4S.i 3.0 4.1" 3.0" a ! 100 40'" 30 4.0.1 '3.0 40' 3o, SR 1/4'MILLENIUM MILLFAST 43-12:5"10.5" 9 0" 5.0" 9.0 5 0' 4 0 13 5".11 5 5 5" 7 5 13 S' LO 0 I'S.5- 5 0 100 '5 Y' 4.5" ` 13 o ANCHOR.W1 1.1/4'EMBED 53. 10.0" 6.0" SO 0" 6 5-.- �62 B,D".. 4:5" &5" 50'- 4.0 70 6.5" �%0"": 4.0" 4.0"` 7 5 - F q=q 100 4:0" _ V - 1-1 4'MIN EDGE DISTANCE - 2"MEN EDGE DISTANCE .. 3 ANCHOR SOLID-SET --- ... ..- -,- �--_: - . 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C2 C3 -Cn CS Cl C2 C3 C4 :-CS Ci [2 C3 C4, CS. 16.0"160 90 I20 160'i40 75"_-.5,0 85: 140 0 0. 40 30 55. 65' - _ 53 15,5"9S 60 95 I55 100 50" 6S l0.0 65 45" 4S'_ g 62 13.0'1 70 45 80 130 8,0 40" SS 65' GS'. 45'. 45' g 70 103" 5-(4.0"` 70. 310 -6.5"/✓ 50'.50' 65'- 100 6.5" 3.0 4.5' 4:5" 6.5"' 4 S" 4.5" '6.5" ' 1.9/16'MIN.EDGE DISTANCE- .:" 3-1/6'MINEDGEDISTANCE 5/I6'ELCO.ULTRACON WITH CI C2 C3 C4 CS -Cl ,C2 C3 'C4.-,CS CA C2..: C3 C4 CS CI E2 -C3. C4 CS Cl- C2' -C3 -C4 CS CI C2 C3�,-GI hC5 OOPTIatlRFRNIXLiDWN)DRE 1-1/4-EMBED 43. SL0".10:0' 12.01. B.5 .B.5" 16;0 36.0' 8.5"11.0"16:p".15.0" 0.5"; 7.5" 35.0" 8-5": 7.0" 53� 9.5" 10.%' 6.0" 8.5" 16.0"ILD" 6.0'' 10.5" 7.0' i5-2339 E - 62 .8.0" 14.__0' 7.5-- 6 .5" 70 6.5 7.0" 11.5"6.0". 6.0' 12.0' 7,0". 7,0" - PAGB OE60RIP7IONr ANQ(OR NOTES:SEE ShIEE? - O: . 9 FOR ANCHORNOTES, - . . ANCHOR SCHEDUM.HOLLOW CONCRETE BLOCKL ,y,1R .E. _ 2'MIN EDGE DISTANCE �� Spam%Up 70&-o" Spans Up To W-3". Spans Up To 12'-0" r� •••• + LOADCONNTYPE- ` CONN TT'PE CONN TYPE � , of ANCHOR _ a` 0..46 >: {P�9 Cla c: c3 c4 c5 c1 cz n l w cs Clc1 cz I n ca cs , 012 SMS W/2'EYEWALL 43. 16.0 160 7.5 90 16:0 155 85'. 4.S-16.5-.155 85" -15' 40 7D" ° ARMOR INSERT W/1-I/4' S3 I6.D 105 5.0 70.160 1L0 GO 35 .50" L30 70 35:�35 50' "S*• ` EMBED 62'14D 75 4:0 60 145 90T 9-5 40" 70 70- 3 35 50" r9� /q1���;' =ai 70 11_5 60 3.5 $5 12.5" 75 35'j.35" S.S. 79 3S' ]5 50" - ij"0•, l`�a 30D. 7,0 3.5" 3.5'. 5.0" 7.0" 3S" 3.5" 5.0"- 7.0" 3.5 3.S' 'S.0" - /j Fag B ANCHOR SCHEDULE: WOOD (G-6.55) `� s jggx XX a ' - 3/4'MIN EDGE DISTANCE - Q U W Soans Uri To 6 0' Soans UD To W-3" Spap9 Ue To 12.0" $$- LOAD ANCHOR CON TYPE CONN TYPE' CONN TYPE Z �+o .141 5 x .CI C2 c3 C4 C5 Cl Q C3 C4 I CS Cl C2 n- C4 t5 - W .+.I {j ' 1/4-LAG SCREW WITH 1-3/4' 43;26-0 16 0 11:5 12.5"16A' 16.0-116.0-. 7.5- 9.0- 16 0 16 0"14.r 4.5- 6.0- MIN 0 MIN THREAD.PENETRATION 53 1.6.0"16.01 8:S' SOA"16.0' 16.0-116.0" 6.0- 7.0" 16.0"16.0".11.5- 4.0- 50' 16:0" tn., ¢ 62-. 16.O t60 7.D" -B.5" 160 14.5" 50 60"'160 160"1f 5 4.0" 50'160' _ ALU (y4 70 16.0 16,00" 6.0" 7^5" 16_0' 16_0 12:5" 4.D 5.5" 16.0 16.0"11.5 4A" 5.0 16.0" 10D IB,O 115 4.0 5.0 160' 16.0 115" 40 5.0' 160 No-115' 4.0" 50' 160" < 7/16'WOOD BUSHING WITH 43 16:0 16.01, 8.0. 10 0 16.0' 15 5" B 5" 4:F 7.0•• 15.5" B S' 4_." 4.S`__ 7.0" 1.13'MIN EMOEOB U4.20 $3. 16.0 LOS 5:5 80 160' 110 60' 35 55" 110 70" 35' 40 50" 55 MACHINE SCREW 62 .14,0 80 4.5 65 14:5" 90 45' 30 45 70 70' 35" 40 50 _ n 70 12A 6.0 3:5 55" 12:5 75 35°:' q0". SS 7D -35" -40 50 p 100. 7.0 35-� 40 5:0" 70 35 AO. 50 70" 35 l.90 50" 6+ 614 SMS'OR 014 WOOD 43'16.0 160'12,5 145 160' t6C 16.0 BO 100"160 160"115 SD_70 1t 6;0': u SCREW WITH 1-3/4'MIN 53' 1B.0 16 0 9.0 L7 5 169' 16 0 15 0" 6 0 8 0 16 0 l6 0":9 5 4 0' d THREAD'PENETRATION 62 16A 160' 7,5` 95 16:0. 260 11.5" 50 7.0-116.0"16:0"95 40" 55 .13:0' 70 14`0 16 0' 66^$' 0 5 16.0"16 0 10.0" d 5 6:0" 14 D 16:0" 9 5 4.0" 5 5 13 0" F�~otn: o g ' 100 14.0 5. t3.0' t 6 0' 9.5" 4 0 5.5" 13 0'14.0" 9 5 d.D". 'S 5 13 0" p E �O�.i Q ANCHOR SCHEDULE. WOOD (G 0:42) CZm pp{{ ,3/4-MIN<EDGE DISTANCE" w 0 G $pans UR To 6'-0' Spans Up To 8'-3",;� Spans Up To t2 0" rr _ LOAD CONN Type -CONN TYPE CONN TYPE _ ..... _ ,._....._. __.,.S ANCHOA.-:._.., {Psp...C1- CZ-1-C3--C4 -05 -Cl- C2- lC)-'[C4 C5 .CI,.-+C2'+c3-_CA. .CS. ..._ -._ .. . _... _ ._ ' 1/4"LAG SCREW WITH 1-3/4 43 16.0'14.0" 9.0" 10.0"16.0'16.0' 16.0" 5.5" 7.0" 16.0 16,0" 9.5 3.5" 4.5 15.0" _ 4 ; MIN THREAD PENETRATION 53•_16.0 1G 0 6.5 B.D" 16.0'16 0. 175, 4 S 5 5' IG.D'15.0" 7.5 3 0' 4.0"" 11 0" („ 62 18.0 160 5.S' 65" 160"160 95- 75 50'"150 150' 75 ]0" 40 110" < 7D 16.0 135'.4.5 60 160'160 80' 30 40" 115"1 0' 75 30'. 40 130" - ,O 100.15.0 75. 3:0' _121"11:0"350 7.5'. 3A 49":110 150" 75 30". 90 110 - - ` F o C 14 SMS OR 014 WOOD- 43 16.0 1611 8.5" 30.5 10.0-11164"12.5- 5 5 7.0' 16 0 17 0" 65 3 5 ;5 0 10.51 - F SCREW WITH I-3/4"MIN- 53 16:0 16 0 j. 8.0"-16.0"16 0"X8.5'". 4 0 5 5^..16 0 10.5 3 5 2 5. 4 0 7.5" - :S THREADPENE{RATION 62. 1616-__0 11.S 5;0' 7:0" 14.0"13_0" 6,5" 3.5 5.0" 10.5 10.5"-8 5 2>5^ 4 0 7 5"- >➢ 7016.0 95 �-60' 18.0"130! 5.5" 30 4_0" 80 105" 55 2$".:40 7.5' 7.5" 2.5" 4.0" 7.S" 10.5" 5 5 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a rqq� y� �� 4 4'MIN EDGE DISTANCE r`�q" x�g ,Span",Up�To 6.0" Span.,Up To 8'-y Spans Up To 12 0" C� g LOAD CONN TYPO CONN TYPE: CONN TYPE _ d xG: ANCHOR' (P�f`cl C2 C3 I Ca C5' Cl C2' C3 C4_ CS Cl C2 Cl .'C4 CS 5/16"I7W.TAPCON XL W/', -43 16.0. 160"_16.0 160 160 16.0"16.0"15.0"16.0"16.0:160,250 90 140 1607 ` " 6 ' 2-114-MIN,EMBED 53 16:0 R 16.6 160.116.0.1 160 160•110' 160"160 160 120 75'121_0"160 62 16:D l6'0. 240 160 160.160 150" 90 14.0 16_0'16.0"120 75 12.0"16.0" _ 70 16.0 16.0"11.5"169 16.0"16.0-12.!i" IFF 12 5 3G,0"16.0"12 0 7 5 12.0"16.0" 100 16.0 120 75 i5-0-160"16.0 12:0" 75 120.16.0"16.0"_120 - 5/16".ELCO.ULTRACON W/ .43 16.0 16 0 ],0.5"14.0"16.0"16.0"10:5"-6,5" 9.5" 16,0"1t 0" 2-1/4°MIN.EMBED 53 16.0 13 5 7.S' 114'16.0-14.0- 7.5" 7.5" 13.V 9 01, 6.5" C0PiA10RIIMLEIVAYMPE �m 62..16.0 100 6:0" 90 160"110' SS' 6.5`: 90 90 6.5". ''15-2339 / 8 0 IS'S" -j-5-7 5S 7 0 9.0" 6S" SCALE: ' O fiS� 90''///SS' 6.5 9.0" G.5" - P� PA 'ED( c ' NSCptLfC+E j ON, " 2'MINEDGE DISTANCE ' E CL C2' C3 C4 C5 Cl C2 C3 04. CS Cl Cl .C3 C4 :C5 - ' 012 SMS W/2"EYEWALL 43 16,0 1G 0' 9.5" 11.5"16.0"WAY'14:0" 6.0" 8.0' 36 0-14:5" 7 3 5" .5.5 ARMOR INSERT W/2°EMBED 53`16,0 lfi 0 7 0' 9 0 7.6'0"16 0 9 5 4 5 G 5' 36 0 11.9' 6 0 3.0' 4.5 10.5 62 16.0 130 :55' 7S 16.0'195 75.135 A55' 120 115'..60 30": 4.5 65 ... s r 70 16.0 105 6516.0"125 65",'t 30 45" 90 31.5" 60' 30' 4.5 85' ANCHOR"NOTES:SEE SHEET - !ll FOR ANCHOR NOTES.: 100 1L5 6.0' '3.0'.' 4.5.- 8.5'. 11.5 6.0'i 3A" 4 7 :8.5' 11.S"_6.0'. '