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HomeMy WebLinkAboutSUBMITTED PAPERS10/13 IT 15128 ID;LUDWIG UU1LU1M 0701u10 1h1lWVM *17 P.94 pw kur Mrft a0�M1Y a11ii1:�R iO�Y/��A1Mr.1�1 SCANNED Fr. P&M P6 a 4mM BY St. Lucie County cam C ICA'f1C1N pw Wme Umv COMUMM WANOW wa r I. Gusba,w r r as wt.wrr r111114 wmm s rwa -I - I I;.;' -N Js -J i It -7771 1 Cww711~r THAT. TD Tw am CP W IOI m== AIM ice. l6MM AID ATIOIN wwlt emn a�sol�eo:ocaM�r vNal+tnE A�wrla�lr s�1111R�l11ML �Ip110RT1i MMpMO COa:� CLWJtW V AOCWM AND •ram IK W. Um 61 m" T/MT 61111ICTUM MamRi mqWW Cm WM RAID 11110M ADO MTR �PJM TO IM VMO IJD M ANI MOIIEHammm my aLwAaR am pirmums 1 WALUM m IM1O11V1too .,) AM so .•„r... GUM fir! ��•� �OlA AMY ■ M l iM vw I z IMAUWKti /1""M �.•� ��1 Mla�d �� l §LNJXM Iwf0M. A 4 t MM 1M ■ UMM0 fly �tc /. Taw �i" �R7�MrM�sNYr1 ��N1� A f AWOL R WM %U=n PRORM ON 61� FAM Ws"A1C1u1M // rM I rW WW W&GOW Pn ®M M f M6M ds WdLWMNOW f1 MMO. rim Q— Ow �oer+errta 3. pr �eoNo.rs ZO " �vm�p �, - II �'rwa)���% �7'IMt►�(' ■ �• 1 / •e'%soOw +1 �'ro'r'�C��iX'�f�r►��+�' 4a PATH r 1�tgl�mmNM alkwwt g AN OOWMEW An QiAoomb memo rtlaIM •lw� 4wWwwt g v w WL Ms� r1mllm 4 w z Ip,_..,• ■ w wit Iwo SCANNED BY St. Lucie County P.O. BOX 3030 FT. PIERCE FL. 34948-3030 2400 RHODE ISLAND AVE. FT. PIERCE FL. 34950 ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW JURISDICTION: St. Lucie County OCCUPANCY: Hanger 14N & 15N. ADDRESS: 3131 Jet Center Terrace CONTRACTOR: Smyth Builders ARCHITECT/ENGINEER: Mosby & Assoc. BUILDING OWNER: SLC Air Port Authority OCCUPANCY TYPE: Storage GROSS SQ FT: 1620 each OCCUPANT LOAD: CONSTRUCTION TYPE:( NFPA-220) Type: ll- (000) TELEPHONE (561)-462-2312 FAX NO. (561)-462-2323 F.P.B. 6710 BUILDING DEPT. 9710-0803 NO. OF STORIES: One PHONE NO: (561)-489-0168 PHONE NO: REVIEW DATE: 11-10-97 AUTOMATIC SP'KLRS: No. NET SQ FT: BASED ON SBCCI: Type: IV - Unprotected r.. New Construction: X Automatic spklr: Contractor: ' Tenant Improvement: Fire Alarm: Contractor: Shell Only: Fixed Fire suppression: Contractor: Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor: 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hr. notice on all inspections. 3. The building departments schedule all final inspections by the Fire Marshal. Required Revisions: 1. Standard Building Code Chapter 411.7.4: Floors shall be graded and drained to prevent water and gasoline from remaining on the floor. Floor drains shall discharge through oil separator to the sewer or to an outside vented ramp. 2. Provide a 3A-40BC rated fire extinguisher. Reviewed B • — Date: John K. H d to LUDWIG LUDWIG BUILDINGS, INC. 621 TIMESAVER AVENUE • FAX (504) 733-7458 • PHONE (504) 733.8260 BUILDINGS, INC. MAILING ADDRESS: P. 0. 13OX 23134 • HARAHAN,LOUISIANA 70183 SCANNED BY St. Lucie County October 9, 1997 LUDWIG FILE NO. 97-1045-RP Air Charters of Florida 3915 St. Lucie Blvd. Ft. Pierce, FL 34946 Attn: Mr. Hans Von oVO6t subject: (2) 45' x 36' x 18' Hangar Buildings Ft. Pierce, Florida Gentlemen: This is to certify that the above referenced metal buildings furnished by Ludwig Buildings, Inc. are designed in accordance with meet the following lloading ns as well as MB14A Design Practices to requirements and combinations: 1. 20 psf vertical roof live load (12 psf on rigid frames) + vertical dead load. 2. 27 psf horizontal wind load (110 mph wind speed) + sr vertical dead load. These loading requirements meet or exceed the Standard Building Code, 1994 Edition. These Ludwig buildings, when properly erected on adequate foundations and using the components as furnished, will meet above loading requirements in accordance with good engineering practice. Very Truly yours, LUDWIG BUILDINGS, INC. Chi haanan,' PEE ' Vice President - Engineering i.© O O 310=3•, . 13 Nk I LD \Tlw V N�` I to �Z i i ,N N, N i V • W i O W I 1 i iI I _ Nvi N CUSTOMER A► R C+IART E R S o F FLA DRAYj: _ DATE: q SINCE te27 JE% �v f�-2D' 7 L U D W I CK'D. BY: DATE: (M= ANCHOR BOLT l , •�0-20-9 BUILDING SYSTEMS JOB NO. 521 TIMESAVER AVE. PLAN 97- I 0 4-S' R F P. 0. BOX 23134 HARAHAN. LA. 70183 DWO. NO. AB-1 2 PH. ( 504) 733-6260 LL - DL DL S N DESIGN LOADS PER 1991 STANDARD BUILDING CODE � o LIVE LOAD = 20 PSF t REDUCIBLE > N N O -- - WIND LOAD = z% PSF t //0 MPH WIND SPEED) co o lit N 1 VERTICAL LL • DL = c:�-7D K �, Q } HORIZONTAL WL * DL = • 6. % K z z LL DL L DL VERTICAL WL DL = 7� K UPLIFT < a� m a; FRAME REACTIONS AT COLUMN LINES : �2~4 3" MAXIMUM ENDWALL COLUMN REACTIONS AT COLUMN LINES 1'-9 1/2` Q 1 1/2" 8` 1'-0" 3 3 1/2" 3 1/2` o LL 2` 4" I 1/2. 1/2" DIA- ANCHOR BOLTS ILL�— 1/2„ oQ' O S� ,o co \\� Ills 111 t t/2` SUGQ GESTED SLOPE M 0 1-- DOOR OPENING I 2" — _ = Q SECTION AT ISOMETRIC VIEW AT DOOR OPENING • 4- V U OVERHEAD DOOR OVERHEAD DOOR FRAMED OPENING DETAIL FOR OVERHEAD DOORS NOTES: t C Q {; CA5T W b I I m 1) VERIFY LENGTH AND WIDTH DIMENSIONS AND DOOR OPENINGS. 1 1/2" PLAce 6A E D 2) ALL REACTIONS ARE GIVEN IN KIPS ( 1000 LBS- ). �� a I �. r = .. BOLT ANCHOR BOLT DETAIL 3Y ALL ANCHOR BOLTS SHALL PROJECT FROM THE SAME ELEVATION UNLESS NOTED. �+ ;- TPROJ. ANCHOR BOLT SCHEDULE o _.. ".., t A-307) Cut threads or egmdent rolled threadsC I—��o�+ 4) ALL WALK DOORS TO BE FIELD LOCATED- — °• DIA. LENGTH a b c PROD.a:" SYMBOLOTY. r mnl„ 5> "CONSULT A LOCAL FOUNDATION ENGINEER FOR LOCAL SOIL IN. IN. IN. IN. IN. IN.N <oJ� 8" 8" 2' 11/2" 2" 17*1�CONDITIONS AND FOUNDATION DESIGN. zumj o=na } /8 3/4"17` 14' 3" 3' 2"LUDWIG BUILDING SYSTEMS. INC-" ASSUMES NO RESPONSIBILITY t" 24` 21` 3" 3" 2` a=ti3ORu BILITYFOR FOUNDATION. FLOOR OR.SLAB DESIGN OR SHEETING NOTCH ANCHOR_BOLTS FURNISHED BY YES ❑ �"'.. a. ,CONSTRUCTION. t '' LUDWIG BUILDING SYSTEMS ? NO m. .- ;a.p, a t I €, 41 s o r>- .-_..:_;1a