HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO/MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r�
Date: `' Permit Number: 1 5v
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: Window/door
(?ROPOSED,.fMP,ROVEM;ENT LOCATION
Address: 506,Nettles Blvd.,Jensen Beach, FL 34957
Legal Description: Parcel 506,Section II, Nettles Island Inc,a Condo
Property Tax ID#: 4502-501-0692-000-8 Lot No.506
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:.
Remove existing windows and replace UIV s _ ()LL
,CONSTRUCTION INFORMATION
Additional work toe e orme under t —checkispermit a apop Ivy.:--
HVAC E]Gas Tank ❑Gas Piping _Shutters Q Windows/Doors
Electric 0 Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: SFt.of First Floor:
Cost of Construction:$ �7��-Od Utilities:ll Sewer E]Septic Building Height:
0W, NER%LESSEE ,.4 CONTRA(TOR:
Name Bruce P.and Jane E.Simon(TR) Name: James Newman
Address:506 Nettles Blvd. Company: JWN Construction
City: Jensen Beach State:FL Address: 1701 SE Carvalho Street
Zip Code: 34957 Fax: City: Port St. Lucie State:FL
Phone No. Zip Code: 34983 Fax: 772-871-9500
E-Mail: Phone No. 772-871-9500
Fill in fee simple Title Holder on next page(if different E-Mail: jwnconstruction@comcast.net
from the Owner listed above) State or County License: 18415
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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or.SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION;
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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 ur Notice of Commencement
'Signature of Owner/Agent/Lessee Sign ure of Contractor/License Holder
STATE OF FLORID STATE OF FLORID
COUNTY OF )m �,`, COUNTY OF M a
The forgoing instrument was acknowledged before me The for oing instru ent was acknowledged before me
this day of 20 14 by this day of 20_1A by
(Name of person acknowledging) (Name of person acknowledgin
(Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida)
Personally Known ✓ Personally Known ✓ OR Produced Identification
Type of Identification Pro Type of Identification Pr ed
MY COMMISSION N EE 880008 SHAyRRON Kf�,NEWMAN
Commission No. ' `� Ej� � April 20,2017 Commission No.
MYCOA(�18�bN#EE680008
Bonded Thru Notary Public Underwriters' EXPIRES:Apri120,2017
Bonded Thru Notary Public Underwriters C
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
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TABLE 5A
Mullion Ca ao Tablo Iba/R=
Opening Width(for verlfcalVspam(m mullions)or Opening Height(for hor(mn(aly-sperving mullions) �G! te
501. 601. 701. 80 N00In 1001. 120 N 140 N ISO In m I O
RalenguW TapITdSM. ReolengUar Tmp[Tdeng. ReNSngular Tnep7Tdeng,
Reclongder TreplTllang. Reclenguler TrepTAeng. ReclargUal TreplTAarlg. Raclen9ufar TrepTdang. ReclSngUar TreplTAeng. Roclenguler Trep/1dan9. 4 rc
1"x3.125'% Loafing Loedng Load9g Loadng Loadkm L0adn9 Loadng Loafing Loading Losdng Loadng Long Loafing Loedng Loafing Loafing Loafing LoadM ��
.goo,,Alum x y a a x x LL
Tube Mull 73 a $ m W..
.€fixx dK `' s� a� � aIs rc i� d� a� � Ir3 =� a� 1: L �151 05 a �g �X� �j z
sem. d`ac H fire �- s a fes, d`rc fr o d`rc Im a M'�. do= ��.
42 N 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 802 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J LU
4813 170.0 708 170.0 $24 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170,0 1417 170.0 060 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 0 g
50.625 In 170.0 747 170.0 563 170.0 886 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 170.0 1345 170,D 747 170,0 1494 170.0 756 141.7 1485 170.0 756 1215 1495 170.0 750 100.3 1405 170.D 750 11J o
54 In 170.0 797 170.0 012 170.0 VA 170.0 891 (70.0 Ille 170.0 754 170.0 1276 170.0 603 188.1 1401 170.0 837 149.5 1401 170,0 856 124.6 1401 170.0 Bat 106.8 1401 170.0 get 83.4 1401 170.0 881 m C3 ~
60 in 170.0 685 170,0 70f 170.0 1063 170.0 707 156.5 1156 170.0 878 138.7 1159 187.0 028 123.3 1158 166.5 917 111.0 1168 149.7 910 92.5 1166 144.5 903 70.3 1150 141.5 903 ODA 1150 144.5 003 J
{{
63 In 170,0 930 170.0 745 160.6 1049 170.0 050 137.0 1049 155.5 680 119.8 1049 141.7 840 100.5 1049 132.0 636 95,8 1049 125.5 626 79.9 1049 119.3 820 88.5 1049 118.0 819 59.9 1049 118.9 619 (Q.)
Fg 681n 168.8 955 170.0 789 130.0 055 151.3 804 110.1 055 133.7 786 1042 955 VIA 776 92.6 955 112.8 765 &1.4 055 108.4 757 69.5 055 99.6 749 59.8 955 96.7 746 621 055 08.7 748 ? Wa g
J 721. 128.5 803 134.9 897 107.0 603 114.9 882 91.6 80) 101.1 670 80.3 803 91.2 650 71.4 803 03.0 649 04.2 B03 78.6 642 53.5 803 722 632 45.9 B03 09.6 628 40.1 803 69.7 027 fn Z
76In 109.2 721 114.1 670 OLD 721 97.0 616 78.0 721 95.1 605 66.3 721 76.5 595 00.7 721 70.1 5118 54.6 721 65.1 579 45.5 721 59.4 569 39.0 721 58.6 504 34.1 721 58.1 503 Q -i
781n 101.0 884 105A 689 84.2 684 08.4 507 72.2 864 78.4 576 03.1 681 70.4 567 66.1 684 04A 658 50.5 804 59.0 551 42.1 684 54.1 541 38.1 684 51.3 $38 31.0 804 50.0 $34 Z Q N o
90 in 85.6 514 67.0 458 54.6 $14 67.3 448 47.0 514 50.0 MO 41.1 514 44.8 433 38.5 $14 40.5 427 320 514 37.3 421 21.4 514 33.0 412 23.5 614 30.4 408 20.8 514 20.0 403 Q In Z
BO to 64.2 452 55.7 404 45.2 452 47.0 398 36.7 452 40.9 390 33.9 452 38A 381 30.1 452 32.0 378 27.1 452 302 373 22.6 452 28.0 365 18.4 452 24.2 359 16.8 452 22.6 355 (A x� No
a
1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 2B.4 312 23.6 357 25.2 308 21.1 357 22.7 303 10,0 357 20.8 299 15.9 357 15.0 293 13.6 357 18.2 287 11.0 357 15.0 283 W N
1
111 In 35.1 338 35.8 306 20.2 330 30.1 301 25.0 338 28.1 208 21.0 376 23.1 292 18.5 338 20.0 280 17.5 338 19.9 204 14.8 338 10.5 270 12b 338 14.8 273 11.0 330 13.8 260 rd (n N
120N 27.7 289
=1-2263 23.1 2BB 23.7 259 19.8 289 20.5 256 17.] 260 18.1 252 15.4 209 10.3 2AB 13.0 209 14.8 240 11.6 209 12.0 210 9.9 289 11.4 230 B.7 289 10.4 232 U X Q O 0
Qa W 4n
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: k,'O s,0
Anchor Ce acl Table(lbs)
Su091re1e 27kC0rcnle 35kcone. HaIUw0AU I FaIeclCMU PT Wood M0121 (OP„)X( )=ANCHORCAP.u,
H1C EI[o 1/4'55 EkO d16'Elco 114•SSElco 91DSied N12SIcel N128twl MULLION OAP.,,,o,,,,,
AnchorCllp Palleme Anchor type. 3'16'Elco LRIMM t14'Fxounmcon UWc.E11C&IVElcoUnmwracm vd•EkoUttmcan AggreGatk Unm[on A04reGator 9crew(G6)Scrcw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR
Edge Distance on) 1' 2.112' 1• 2•i/r 3.1re• -112' 1• 2-Vr 2' 3418' z O.a6' 0.54' 0.324' CAPACITY REQUIRED^CORRESPONDING TO AN
ml n 1aI41374' 1314' Ism' 2• 1414' t-114• 1.114' 1.114• 1-114' 2' tare• I-vw votes ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnchDm@4.76'Mee O.C.l Slattlad a2'Ousel Ctlp(Fig.1) 390IDS 390165 450163 600 Me 1644156031D1 3541Ds 740IDS 374106 654 IDS 946IDs 311@6 442 Ms 6G0 ae OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®1.15.1,I1a O.C.I Snanaaw(or Oteel)C9p Mg 2) 450106 7a01DS IIIA ICA IIIAB01ts IIIA IUA IIIA IUA IUA 6521DS 866 rw 112DIDs CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnchDns®3O.C.1(q 2c6 Angle Clips I(Rg.3) 7801Ds 780116 600IDS 15601Ds 18981D5601D3 IIIA 7601be 7481DS 8161bs 1892 f0a6e2IDs8651091720esMULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arcrua®0,45•I.n&C.I U-C9p,NIo.125'Alum.(Fig 4) IIIA IUA IIIA IUA IIIAIUA NIA ICA IIIA IUA IUA IIrA IUA 1073106 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aoctwl FC9 a.5) IBS IDs 1W Im 2251DS 445IDS 822 Re40 IDs 171 IDS 31 IDS
1071"3 Iles 473 Me 170 IDS 221 roe no lm ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancma®1.tEMIn.O.CIFAtl 06' 240106 350103 NIA IBA IIIA IIIA 1001os IUA IUA IIIA IUA IUq 311 ms 442106 Cb010a ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. S ODUCPRBV[SSD
ufldl�Dg ll,�1bc Pbt{da
I-�1.OD0'-I �NO - �Q
FIGURE I: FIGURE2: TABLE NOTES: Dato /L7p�G
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. land ado Produc1conirol
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
11111111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ♦v Y ii
3.125' ♦ ON........,
FIGURE 3: �♦♦'��•' (CEIJS CF �i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t F '•,'P
Le
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ti�-;• .�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' = R
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' A /TATE O :'7(/�z
• (
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK 16 GAUGE). 1'X 3.125'X.5'MULLIONSTRUCTURALSTEELTOBEAT T•'•, ��
i •. LOR10'.•'•
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1-VF MULLION)
;c
� S •.....•P �C��
• o o THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �IIk sk)jl AL
A.LYW'MILIi`}2,P.E.
FL P.E.#68705