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HomeMy WebLinkAbout39616 Smith Ave (2)DATE SCALE: 11 I PAGE 2 100'-0" 10/2/10 1/4 , I, OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGN SERVICES INC, --------------------------------------------------------------------------------------------------- :�� ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------- ------------- MOBILE/ OFFICE 352-20467-582-71 OUTSIDE EDGE STEEL FRAMES 2x4 WALL OFFICE FAX 352-588-2342 S. HANLEY P 0 BOX 1-325 SAN ANTONIO cli FLA. 335-Tro EMAIL: hanIsS06sembarqmall.com 36" VANITY 2xro WALL-__�� 3-4�2 '21-611, '0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STEEL ROOF FRAME OF BUILDING W,'UBMITTED PLAN(S) H B --iN jkj�j,&Cj EL� BY ZEPHYRIULLS 0 Date: -T Reviewer. LU tu Lu STEEL WALL FRAME OF iBUILDING STEEL WALL FRAME OF EBUILOING tu lu WATFR HEATM;� 2XIEP FRAMING AT /WITH WATER HEATER ul lu CEILING Iro" Or - 1/2" COX SHEATHING ON THE EXTERIOR AND 1/2" DRYWALL ON T14E INTERIOR. o lu ju lu DIBL 2x4 TOP PLATES tu u_ W tu M Jt-P T_ LU lu 2x4 FRAME WALL& WIT14 STUI!* AT 19," OC WITH 1/2" F_KTF_RIOR SIDING AND 1/2" DRYWALL 'r 0 LAUNDRY .73 SINK Tue ON T14E INTERIOR- c T -T OILE SINGLE PT eOTTOM PLATES :3 2'-0 BATA SIDE CROSS SECTION BATH END CRO68 SECTION MAIN FLOOR FLAN CONTRACTOR: G. L. STEVE CONSTRUCTION.- ZEPHYRHILLS, FLORIDA JOB NAME AND ADDRESS: ROMA VENTURES 11, INC. FIRIME STEEL BUILDINGS PARCEL I'D" ZEPHYRHILS CiTY AIRPORT THERE 16 A CUSTOM BIFOLD DOOR THAT 18 BEING DESIGNED FOR ZEPHYRHILLS, FLORIDA THIS OPENING IN THE FRONT OF THE BUILDING. THERE 15 NO FLORIDA APPOVAL NUMBER FOR THIS DOOR. ACCORDING TO CHAPTER 17 SECTION 1714.5.3.2 CUSTOM DOORS ( one of a kfnci) EXTERIOR DOOR AIRPLANE HANGER -1500 SF ASSEMBLIES SHALL BE TESTED BY AN APPOVED TESTING- LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACVCES, RAYNOR GARAGE DOOR DAVID W. SMITH/ MS, FE, THIS DOOR 15 BEING DESIGNED AT THIS TIME AND THIS INFORMATION WILL BE FURNISHED WITH THE DOOR WHEN IT 15 DELIVERED TO THE JOfBSJTE, FLORIDA APPOVAL #13184J THE CONTRACTOR WILL HAVE COPIES FOR THE BUILDING DEPARTMENT. DURA-COIL TROLLING- SERVICE DOOR FLORIDA LIC;.* 53608 DESIGN PRESSURS OF 22+/27- ------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- OUTSIDE EDGE STEEL FRAMES -- --------- -------------------------------------- ------- 352-521-08(25 OFFICE 352-521-0861 FAX_ S90S WALLASTON DRIVE DADE CITY FLA. 33525 OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION 100'-0" AND THE 200S SUPPLEMENTS WITH ALL REVISIONS �ol AND UPDATES TO FBC-07. DAVID W. SMITH MS. FE. * 53roC& �IVLILWUUANLAELit — --ALj,- , --il 1. . I - db, A&I A ALL1,1�dd :4 "Ifl 11 ELI. A L.- h I EIL111111— DATE : SCALE: 11 PAGE 3 10/ 2 10 1/4 = 11-011 OUTSIDE EDGE N'� OF SLA15 OUTSIDE EDGE OF SLAe I I OUTSIDE EDGE STEEL FRAMES ------------------- --- ------------- I----------- ---------------------------- - ---------------------- --- ------------------ (P --------- --------------- 2x4 WALL PERIMETER FLOURESCENT PERIMETER FLOURESCENT PERIMETER FLOURESCENT PERIMETER FLOURESCENT PERIMETER FLOURESCEN1 PERIMETER FLOURESCENT LIGHT &'-0" AFF 110 OUTLET LIGHT g'-O" AFF LIGHT &'-0" AFr- 110 OUTLET 110 OUTLET LIGHT &'-0" AFF LIGHT &'-0" AFF 110 OUTLET LIGHT &'-0" AFF 110 OUTLET DESIGN SERVICES INC, MOIBILE OFFICE 352-20ro-5821 "x -FICE FAX 352-588-2342 O`f- 5. HANLEY P 0 IBOX 1325 SAN ANTONIO F A FLA. 335*16 e'q— EMAIL: hanteSOromembarqmail.com 40 GAL ELEC WATER, HEATER I AeOVE THE eATHROOM :z M LL L�7- ::3 u- it z w I— lu tL LL Lu tu ul f.— 110 OUTLET ul tu 110 OUTLET QO) Lu z NO OUTLETS IBELOW 15" FROM 8' LITHONIA SHIELDED 2NAX4 FIXTURES Mu SLAB- HAZARD ZONE. OFF CEILING ( OR SOMETHING COMPARAiBLE) WALL FLUORESCENT LIGHTS AROUND THE lw Lul NO FLOOR PLUGS THREE ROWS. 4 LIGHTS PER ROW PERIMETER OF THE eUILDING, 8'-0" AFF LIGHTS SUSPENDED Iro' AFF WITH PREMADE ALUMINUM OR STAINLESS lu; DEFLECTORS ON ONE SIDE TO REFLECT %5: THE LIGHT FROM THE TOP DOWN, lu: Lull J 4(o tL 110 OUTLET 10 lu u- LL LL Lu w Ul u- Q tLi tu I- ul I- LLI --I �3 :L 110 OUTLET ELECTRICAL FLAN CONTRACTOR: 220 OUTLET G. L. STEVE CONSTRUCTION FOR COMPRESSOR ZEPHYRHILLS, FLORIDA �Q-- 110 OUTLET 110 OUTLET JOIB NAME AND ADDRESS. z 0 tu ALL THE SWITCHES FOR THE FLOURESCENT ROMA VENTURES 11J. INC. CEILING LIGHTS AND PERIMETER LIGHTS a Iro'-3 WILL eE LOCATED IBETWEEN u- rz PRIME STEEL BUILDINGS �01 THE FRONT FDOOR5, ul w PARCEL "D" ZEFHyf;RHILS m CITY AIRPORT LED EXIT SIGN WITH ZEPHYRHILLS, FLORIDA EMERGENCY LIGHTING AND A c3O MIN. fBACKUP BATTERY INTERIOR WALL MOUNTED LIGHT 200 AMP SERVICE AIRPLANE HANGER 1500 SF 0'-Ott AfBOVE THE SLAI5 -idxW OVERHEAD r->oof;R Iro'xlro' OVERHEAD DOOR WITH 60 AMP OPENER OPENER TO IBE LIFTMASTER T-15-11 DAVID W. SMITH, MS. FE, (VERIFY WITH MANUFACTURER) OUTSIDE EDGE STEEL FRAMES L EXIT 115 VOLTS, SINGLE PHASE, 3/4 HP ------------ ------------------------------------- ------------------------------------------------------------------------------------------------------------- ---------------------------------------------- -------- ----------------------------- ------- - FLORIDA LIC-* 53608 352-5,21-0065 OFFICE 352-521-0&rol FAX, OUTSIDE EDGE OF SL OUTSIDE EDGE OF SLAa c Jc3Oc3 WALLASTON DRIVE DADE CITY FLA. 33525 EXTERIOR WALL MOUNTED LIGHTS ON EACH EXTERIOR WALL MOUNTED LIGHTS ON EACH SIDE OF THE -10'-0" elFOLD DOOR siDE OF THE -tO'-O" IBIFOLD DOOR I HERESY CERTIFY THAT I HAVE REVIEWED THIS 10'-0" AIBOVE THE SLAIB 10'-0" AeOVE THE SLAE3, PLAN AND FOUND IT TO f5E IN COMPLIANCE WITH ASCE--I, THE FLORIDA 1BUILDING CODE 200'1 EDITION AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-01. DAVID W. SMITH MS. 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Fee�..Y le, ra.b. ­b. F� J... F, Faratia 2111MA psi 3wo PSI 4000 PSI Lb.JFL LWIFIL 12 leiru 20 V�S. Bid. 13 a % .2-1, IPA WA -24, -2A' 14- IS- 3-0 5-9 67q- 0 n2 IT W 2a 7j Wind 8�. MD.R. 0687 2187 - IT IT 16�*w ::Ll__ "3375 7_ 2nd -NA WA 22 - 4�25 1:;F _3,!S ai` .11 3 tk. 'A. Gied. #2 lit" 3 Hir� 114d 11.d� #S Zllag 1 16 42 Bill. 6S. d 6.. -9k --- -- Fx Notes: I -Budding forces of Tx` and Try- shom In. Chad 2.FxandFyare huri7onted and �dical CoutPorunts Of the fesclJOR _suiting from windloads oil the rolling steel door. 7 1. existing Sir shall be capable of fesisting Fx and Fy I�s sh-n. " Welding Detail " TYP, * Angle Thickness Notes: DuraColl -Optima (Flat Slat 18 Ga,) D.R. Design Reference -0 Z KIA Not Applicable tipe'dilt = t-- a ­134, Sit" 1.1 Nee 1.1 -PSI W 71- --iN -xi 11 1 11 1-1 .-M Met, I N r Wa. IN I is I .A 'a F,' ii� Pri-kil ;-2 �-;, 4­1 P­11r NA iria, Ili— mul ­­Y stall 7w- Bjv-Z-F� I... 1-4 -�. Ps I� _U -,a, 71� -Psi lb� 4' la' L IT 1A IF'-' 7� I w- S­Iria Mw �mnalr ­Y Laild L= -Pea 3­1 as ..a -1; JaPle. -Psi I.- za- la` t-4ti". ­7s -.A er' -�T­ -iY- tua i 0 IPSK M[ON LOP0 ­Y ­Y .Ue P, F, j..a. Psi -P.1 -Pal D.A. I Ni I �15 WA A itilileit ada, alt, ar- all w- A== It= Ll"eal It-, liael psi -Pat im P. TV 74 -�11' -tept- et-"`d AS 13, w.. SASISit Oai� wirtai s-" w-aill -d ­. -rdai lart, $.a VQ0 Is. -iL 4' It M. a. 7, ol IS S�' i a. A -.A -ZAr 7 ulde L.. .0-- W maudray Mawnry F, d L-11 Cr­!AD ABELL vais A.el J.1b, Lb., , I'S psi LPALIFL -1-IFL (Tested DASSMA 108) Size litehillhill ap.1 r-MYNOR. Andload Doom .1 carda sa, I-ii 'y wid"Al A' Le... J..b 2. Ps"I altzCI�D CHAO ABELL tK, 2D 011 W P-1 928 -3C ­1­ 1. 1 ITT d:o: !:, let i, DESIGN SERVICES INC. MOfBILE/ OFFICE 352-20ro-5821 OFFICE FAX 3F72-580-2342 R. 8, HANLEY F 0 fBOX 1-325 SAN ANTONIO FLA, 335"Iro F- _777-1 EMAIL: Han 1sqOro,8embarqma1 1. com 6 p -/W- /m 17 61�r DATE SCALE: PAGE 1 1/4 1, -C), OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB MONO FOOTER "REAR" MONO FOOTER fREAR" DESIGN SERVICES ING. ------------------------------------------------------------------------------------------------------------------ - -------------------------------------------- - ----------------- --------------------------------------------------------------------------- ----------- ------------------------------------- ------- MOBILE OFFICE 352-20ro-552-7 I OFFICE FAX 352-500-2342 THE RESTROOM 16 LOCATED IN EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING R, S. HANLEY I= 0 BOX 1325 SAN ANTONIO IF THERE 16 ENOUGH DROf=1 FOR FLA, 335-1ro FADS FOR FRAME LINE #1 A GRAVITY DRAIN, IF NOT MOVE EMAIL. harle�Oroeembarqmaii.com LL 0 IT TO THE FRONT CORNER SAME CHAPTER 4 SECTION 412 #5 REBAR5 10" OC [a -4 Lu BOTH DIRECTIONS SIDE, —1 0 C, -- — - — - — - — - — - GRADE 4'2,2.3 FLOOR SURFACE. FLOORS SHALL BE GfRADEF-) AND DRAINED 4 -4 U_ CP Lu TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR OUTSIDE EDGE OF SLAB FLOOR DRAINS SHALL DISCHARGE THROUGH AN Oil- SEFERATOR '3'-0 IU3 TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. tu 2x4 WALL FADS FOR FRAME LINES -A -4 U- #2 and #3 x Lu x w CONTROL JOINTS LOCATIONS ARE TO BE EDGE OF STEEL BUILDING Lu — --- - ------------ DETERMINED BY THE MASONRY CONTRACTOR. 0 I------------- #5 REBARS 8" OC; 0 BOTH DIRFCTIONe Bf."VAMTY GRADE�4 - — - — - — MONOLITHIC SLAB 4 3000 P51 MONOLITHIC: CONCRETE SLAB THE SLAB WiLL SLOPE FROM THIS LINE 2xro WALL-__� .-D OVER CLEAN, TREATED AND COMPACTED 'OIL. AT A MIN OF 5% 1:200) TO THE CENTER 3'-4!/:2 21-011 THE SOIL WILL BE TREATED FOR TERMITES OF THE AREA AS DETERMINED BY THE DRAIN. AS PER THE DETAIL PAGE OF THIS PLAN. ra" x ra" 10/10 WIRE MESH OVER roMIL. VISQUEEN FAD BETWEEN FRONT DOORS 11 PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR PADS FOR RESTROOM PLAN FRAME LINES FRAME LINES REINFORCING THE SLAB. THIS FOUNDATION WAS EDGE OF STEEL BUILDING *2 and 03 #2 and #3 DESIGNED WITH A 2000 P5F 601L BEARING CAPACITY. ------------ #5 REBARS 8" _OC, GROUP HANGAR co BOTH DIRFCTIONS GRADE -- — - — - zli, — - — - — - �' NFPA 4013 11 4 L 0.1 GROUNDING FACILITIES FOR STATIC ELECTRICITY IL 41011 ALL WORK 0 6,11 GROUNDING FACILT(FS SHALL BE PROVIDED FOR REMOVAL AND Q Lu LL PREv'4jLjjv1 SIIALL C� OAIPLY oil : : SEPERATOR G C� C, DES )DE ALL D_ - (3 CONTRIL OF STATIC ELECTRICAL ACCUMLILATiONS ON AIRCRAFT WHILE AIRCRAFT ARE STORED OR AIRE UNDERGOING SERVICING IN A HANGAR, IV "p D LORj 1-0 11 C1r'r0Fz90NAL IFL,,C7n, A BUILD�VG DRAIN 0' EPH : : �q CODE ftx T� 0 (3 1 Lu - D 0 - I - 1 M 0.1.2 FLOOR-GROUNIDING RECEPTACLES SHALL BE PROVIDED AND SHALL f3F FITHFR GfROUNI��ED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR Lu 6'j' ? A XD DIC,, '5- R-FECTRICALLY BONDED TOGrFTHER IN A GRIED SYSTEM AND THE ENTIRE MONO FOOTER 11REAR" (3 tu SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING OR DRIVEN FELECTRODE5, WHERE DRIVEN ELECTRODES AIRE USED THEY SHAH CONSIST OF 5/0" DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST WE () WQ d) 5 FT INTO THE GROUND. FLOOR GROUNDING RECEPTACLES SHALL - BE DESIGNED TO MINIMIZE THE TRIPPING HAZARC), EDGE OF STEEL BUILDING c/ 24t- �A/VS 0,13 GROUNDINC5 WIRE SHALL BE BARE AND OF A e5AUGE THAT WILL BE SATISFACTOR11---i DURABLE TO WITHSTAND MECHANICAL STRAINe ------------------ e)(A AND USA GE, UNDERGROUND PIPING AND GOMPONTENTS USED IN DRAINAGE I- — - — - — - — - — -- SYSTEMS SHALL BE NONCOMBUSTIBLE AND INERT TO FUEL. GRADE (E.G. STEEL, DUCTILE, )RON OR CONCRETE) ... SUCH SYSTEMS SHALL BE DESIGNED WITH SUITABLE TRAPS 2'-4 T � OF, BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT HAIR -FIN VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND #5 FOUNDATION FILAN REBAR x 40' TO WRAP SYSTEM. SEE PAGE 16 FOR MORE DRAIN INFORMATION. BEHIND THE ANCHOR BOLTS CONTRACTOR - (TYPICAL AT 4 LOCATIONS AS NOTED) MONO FOOTER "AFFRON ALL FOOTER AND PADS G. L. STEVE CONSTRUCTION ARE TO BE 24" DEEP, EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS F)AD6 FOR PADS FOR APRON FRAME LINES FbWb*10d18d16w4bw0f FOR THE ANCHOR BOLT LAYOUT, FRAME LINES Newmediss - \ *2 and #3 02 03 ZEPHYRHILL6. FLORIDA and =*a ftior =ww" vdh Tj \ h �;-- ---- ------- 1— ------------- Thb ------ - — - — - — - — - — - be a to 4wv* of ASPHALT JOB NAME AND ADDRE661. Al KaMrMES PLAW) ]NAVE BEEN RZYMWED Nis the Y -S SHAUS OFMCE S zmqrfluuu 7W. codes am ROMA VENTURES 11, ING, -1 PRIME STEEL Irmo �.ftw*wm or — -oil BUILDINGS 24'-0' 10-0 b" toW am k I I "t PARCEL D" ZEPHYRHILS no CUT T14E CONCRETE 50 THE CUTS ARE "All cl =0 CITY AIRPORT WO d 001ftbWPACO" adk�*W*W= wly SYMETRICAL TO THE BIFOLD OPENING MONO FOOTER ANCHOR BOLT6 '0-- 11 ZEf=HYf;RH ILLS, FLORIDA lA_ EDGE OF STEEL BUILDING 3" Lu -1 z �6 AIRPLANE HANGAR 1500 SF Q, I DIAMETER x 24" z 21" EMfBFDDFD T, L. HANSON GRADE H 3" EXPOSED .3/4"DIAMETEIR x 1,5" 15" F=MBEDDFD ADD A 4 ASSOCIATES INC. 12" APRON ON THE FRONT 60 THE eIFOLD DOOR TW PAD e EEN CLOSES ON THE CONCRETE AND NOT OF THE SEAM OR CUT, FRONT OR6 CONSULTING ENGINNEERS ENGINEERING BUS51NES5 NO. EB5030 PAID6 FOR PADS FOR Post Office Box 1-120 FRAME LINE #1 ------------------------------------------------------------------------ ----------------- ----------------------------------------------------------------------------------- I F ---------------------------------------- 11 FRAME LINE #1 --------- Z ------ Dade Cit�, Florida 3352ro (352) 521-554,5 Thomas L� Hanson, FE 3bro54 -------------------------------------------------------------------------- --- --- ----------- T -------- --------------------------------- ------------------------------------------------------------------------------------------ MONO FOOTER "AFRON I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUT511DE EDGE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION IroO'3 OF THE FLORIDA BUILDING CODE FOR THE '3'-0 4'-0 e'-O 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 20OC3 SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIAE�ILITY INSUFRANCE AND THEREFORE AGREES TO HOLD HARMILF&B T.L. HAN50N F.E. LICENSE NO. 35654 [DFMNtF:'r', AND DEFEND DESIGNER FROM CLAIM5, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF: OR RF5ULTIN,,'3 FROM THE PROJECT. THE DF51GNEIR WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION [DRAWINGS BUT IN THE EVENT ERRORS Or -CUP, THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. P�O, BOX 1120, DADE C;IT'T, FLA. 3352ro r070"W4100% DATE ILA r- F I u- Lu Lu OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF -51-Ae ------------------------------------------------------------------------ ------------------------ =�� ------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------ 0 -------- -------- ---- 2x4 WALL OUTSIDE EDGE STEEL FRAMES FIRE EXTINGUISHER FIRE EXTINGUISHER -4 25'-0" 50,-0" 1 C3, -1!/2 RF-5TIROOm CORE DOOR THE INTERIOR AND EXTERIOR OF THE 36" VANITY RESTROOM WILL BE COVERED WITA 1/2" DRYWALL. Q PERSONNEL 0OORS (MAN DOORS) FIRE EXTINGUISHER NOTES: PERSONNEL DOORS ARE REQUIRED TO BE INSTALLED EVERY 150 LINEAR FEET FER NFPA 40'B THIS 15 HANGER CLASSIFIED AS AN EXTRA 2xro WALL----� ON THE EXTERIOR WALLS (NFf=)A40c3 - 8,5,1 AND NFPA 101 - 416.1.2). FIELD (HIGH) HAZARD.' EXTINGUISHER PLACEMENT SHALL BE EVERY 3 1 -4V21' LOCATION CAN BE DETERMINED TO ENSURE THERE 15 NO INTERFERENCE 50'-0" WITH A MIN RATING OF 4A-50B (NFf=>A 101THE FIRE e21-611 FROM SUPPORTING MEMBVERS OF THE BUILDING. THE DOORS ARE LOCATED EXTINGUISHERS CAN BE FIELD LOCATED TO INSURE MOUNTING ON THE PLAN BUT MAY NEED TO BE ADJUSTED IN THE FIELD. ON SUITABLE( BRACING, PURLINS OR COLUMNS, NOT METAL SKIN) CAPABLE OF SUPPORTING THEIR WEIGHT. SIGNAGE SHOULD BE FIRE .10 .... N PROVIDED TO MARK LOCATIONS. FIRE EXTINGUISHER %�, 0: EXTINGUISHER -------------------------------------------- tu ------------------------------------------------------- TL -4 STEEL ROOF FRAME OF BUILDING u- tu Lu Lu tu ui tu Lu STEEL WALL FRAME OF BUILDING STEEL WALL FRAME OF BUILDING Lu WATER HEATFIR 2X6 CEILING FRAMING AT 16" Or WATERWEATER - WITH In" COX SHEATHING ON THE EXTERIOR AND 1/2" DRYWALL ON THE INTERIOR. COVER THE EXTERIOR AND INTERIOR OF THE MATH WITH 1/2" DRYWALL 0 DSL 2x4 TOP PLATES 2x4 FRAME WALLS WIT" STUDS AT Ir." Or - LAUNDRY WIT44 1/2" EXTERIOR, SIDING AND 1/2" DRYWAILI SINK TUM ON T14E INTERIOR. TOILET SINGLE PT BOTTOM PLATES 2 -01, L 11 3-41/2 RESTROOM 51DE CROSS SECTION RESTROOM END CROSS SECTION THIS BUILDING 15 NOT AIR CONDITIONED OR HEATED AND NONE SHALL BE INSTALLED WITHOUT ADDITIONAL REVIEW FROM THE CITY BUILDING DEPARTMENT. THERE 15 A CUSTOM BIFOLD DOOR THAT 16 BEING DESIGNED FOR THIS OPENING IN THE FRONT OF THE BUILDING. THERE 15 NO FLORIDA APPOVAL NUMBER FOR THIS DOOfR- ACCORDING TO CHAPTER 1-1 RAYNOR GARAGE DOOR SECTION I-T14.5.3.2 CUSTOM DOORS ( one of a kind) EXTERIOR DOOR FLORIDA APPOVAL #S184.1 FIRE ASSEMBLIES SHALL BE TESTED BY AN APPOVED TESTING LABORATORY DURA-COIL ROLLING SERVICE DOOR FIRE EXTINGUISHER OIR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING DESIGN PRESSURES OF 22+/21- EXTINGUISHERR PRACTICES, DESIGN THIS DOOR 15 BEING DESIGNED AT TH16 TIME AND THIS INFORMATION DESIGN 1 PRESSURE WILL BE FURNISHED WITH THE DOOR WHEN IT 16 DELIVERED TO THE JOBSITE, PRESSURE' 25+/21- xs� THE CONTRACTOR WILL HAVE COPIES FOR THE BUILDING DEPARTMENT. FIRE EXTINGUISHER 25+/21- E� OUTSIDE EDGE STEEL FRAMES -------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------- --- ------------------- -------------------- OUTSIDE EDGE OF SLAB -70,-o" MIRM72 OUTSIDE EDGE OF SLAIB 5t-OII I- Iro'-&' 41-011 a 11 +/- w SCALE.- 1/4 11 = V-Oil R. 8. HANLEY PAGE 2 DESIGN SERVICES INC- MOBILE/ OFFICE 352-20ro-5821 OFFICE FAX 352-588-2342 P 0 BOX 1325 SAN ANTONIO FLA, 3351ro EMAIL: hanlegOromemloarqviall.com CHAFTER 4 SECTION 412.2 AIRPLANE HANGARS 412.2.1 EXTERIOR WALLS. EXTERIOR WALL LOCATED LESS THAN 30 FEET FROM PROPERTY LINES, LOT LINES OR PUBLIC WAY SHALL HAVE A F IRE-RESI STANCE RATING NOT LESS THAN 2 HOURS, 412,23 FLOOR SURFACES. FLOORS SHALL BE GRADED AND DRAINED TO PRVENT WATER OR FUEL FROM REMAINING ON THE FLOOR, FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED SUMP, GROUP ILI HANGAR NFRA -4tol:� 5,1 GROUNDING FACILITIES FOR STATIC: ELECTRICITY 8.1.1 GROUNDING FACILTIES SHALL BE PROVIDED FOR REMOVAL AND CONTRIL OF STATIC, ELECTRICAL ACCUMULATIONS ON AIRCRAFT WHILE AIRCRAFT AIRE STORED OR ARE UNDERGOING SERVICING IN A HANGAR. 8,12 FLOOR -GROUNDING RECEPTACL-F-5 SHALL BE -D AND SHALL BE EITHER GROUNDED THROUGH PROVIDE INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY F BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING OR DRIVEN ELECTRODES. WHERE DRIVEN ELECTRODES AIRE USED THEY SHALL CONSIST OF 5/8" DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST 5 FT INTO THE GROUND, FLOOR GROUNDING RECEPTACLES SHALL BE DESIGNEI-D TO MINIMIZE THE TRIPPING HAZARD, 8,13 GROUNDING WIRE SHAI-L BE BARE AND OF A GAUGE THAT WILL BE SATISFACTORILY DURABLE TO WITH STAND MECHANICAL STRAINS AND USAGE. MAIN FLOOR PLAN CONTRACTOR, G. L. STEVE CONSTRUCTION ZEFHYf;RHILLS, FLORIDA JOB NAME AND ADDRESS'. ROMA VENTURES 11, INC, PRIME STEEL 5UILDINGS PARCEL I'D" ZEPHYRHILS CITY AIRPORT ZEPHYRHILL5, FLORIDA AIRPLANE HANGAR 1500 SF T, L. HANSON 4 ASSOCIATES INC. CONSULTING ENGINNEERS ENGINEERING eUSSINESS NO, Ee5a3O Post Off Ice Box 1125 Dade Cltq, Florida 3352ro (352) 521-5848 Thomas L. Hanson, FE 3&1.,54 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION 160S OF THE FLORIDA BUILDING GODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200'3 SUPPLEMENTS. T,L. 14ANSON P.E. LICENSE NO. 30654 P.0, BOX 112&, DADE CITY, FLA. 33526 DATE SCALE: 11 PAGE 1/4 V-oil .3 OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAe ---------- OUTSIDE EDGE STEEL FRAMES ---------------- q- — - — PERIMETER FLOURESCENT LIGHT AFF --- L ------------ r --------- --------------- I (P -------- i ----------- - — - — - — - (P z PERIM ER FLOUREA, PERIMET FLOURESGENT 74T --------------- ---------- 7- PERIMETER FLOURESCENT PERIMETER"FrOuRit --------------- ---- 7- " i (P PERIMETW FLOURESCENT --- --------- I ---- 1 2X4 WALL 11 DESIGN SERVICES INC, P'-O" 110 OUTLET GHT 5'-OX,4FF "'-O"N"F_F 110 OUTLET 110 OUTLET LtGHt a'-d' r-F��l LIGHT &'-0" AFF AS 110 OUTLET 011 AFF JJ6HT 110 OUTLET MOBILE/ OFFICE 352-206-5821 x OFFICE FAX 352-588-2342 R, 5. HANLEY P 0 BOX 1325 SAN ANTONIO WALL MOUNTED LIGHTS N INTERIOR 0 FLA, 33516 SIDE OF THE DOOR EMAIL: hanle�Obaembarqmafl.ccm 40 GAL ELEC; WATER HEATER ABOVE THE RESTROOM ), I z- SHORT CKT. d 3 �j I SC 11351 ( WORST CASE) 1+ (2) (100) (11351) U- rz w 13S23 (240) tu STATIC, WALL FLUORESCENT LIGHTS AROUND THE SC = 5,512 A/C;,w MAIN w GROUND STATIC: GROUND PERIMETER OF THE BUILDING, 0'-0" AFF USE 10,000 A/C EQUIPTMENT) RECEPTACLE RECEPTACLE WITH PREMADE ALUMINUM OR STAINLESS 00 M rz 11 DEFLECTORS ON ONE SIDE TO REFLECT fy w LOAD C;ALCS, W I I�P OUTLET THE LIG14T FROM THE TOP DOWN. LIGHTING - 1500 SV 00.5 3150 Ul RECEPTACLES 12,9180 21roO COMPRESSOR 2HP 2880 110 OPTLET iidu) WATER HEATER 2500 DOOR 10,080 21,310 OR Oe AMP -0/240V 10 NO OUTLETS BELOW 15 FROtl LITHONIA SHIELDED 2NAX4 FIXTURES SLA15- HAZARD ZONE. OFF CEILING ( OR SOMETHING COMPARABLE) Itu U4 Jul NO FLOOR PLUGS THREE ROWS, 4 LIGHTS PER ROW LIGHTS SUSPENDED 16' AFF Rul 200A Mf3 PANEL 1201240V 10 uf- a +_ g 200A METER 0 CA tL 110 O�TLET STATIC GROUND RECEPTACLES I IL U_ EQUAL TO ROfBBINS LIGHTNING, INC. ELECTRICAL NOTE:- tu Lu .4 MODEL ro&OA WITH aSIA EXTENSION RODS THE ELECTRICAL SERVICE SHALL W_ Lu TO UTILITY RECEPTACLES TO BE FLUSH IN FLOOR ISE INSTALLED IN ACCORDANCE TRANSFORMER 3/0 ct tu LWU- TO NFPA 10, ARTICLE 513, si- I 73 -4 CU Lu ru (513,1 THROUGH 513.1ro), Lu (2) 518" x 10' GROUND EXTEND TO THE WATER LINE IY ROPSO 10'-0" APART OF THE BUILDING AND THE lu STEEL FOOTER RESAR 0 ELECTRICAL RISER DIAGRAM OUTLET NTS EXTEND A *4 BARE COPPER WIRE N, ELECTRICAL FLAN TO THE HAIR -PIN, CONTRACTOR: 220 OUTLE� FOP, COMPREJ-50R, G, L. STEVE CONSTRUCTION Ll 110 Ou TLET :19. ZEFHYIRHILLS, FLORIDA -,::, STATIC GROUND #4 BARE COPPER TO FORM A CONTINUOUS GROUND RING 200 AMP SER\4C:E EXTEND A *4 BARE coppeR WIRE TO THE ELECTRICAL SERVICE GROUND ELEC:TRODE JOB NAME AND ADDRESS: IREC:Ef::>TAC:LE :Qr- 110 OUTLET ROMA VENTURES 11 INC. FIRIME STEEL BUILDINGS I L PARCEL "C)" ZEPHYRHILS GITY AIRPORT u- (Z ZEPHYRHILLS, FLORIDA U&I lo, Lu AIRPLANE HANGAR 1500 SF OL LED EXIT SIGN WITH LED EXIT SIGN WITH T. L,HAN60N EMERGENCY LIGHTING AND EMERGENCY LIGHTING AND 4 ASSOCIATES INC. A SO MIN. BACKUP BATTERY p I :0EXIT SIGN INTERIOR WALL MOUNTE LIGHT &'-0" ABOVE THE SLA15 A SO MIN. BACKUP iBATTERY CONSULTING ENGINNEERS : - — - — - — - — - — - — - — - — - -70'x1b'OVERHEAD DOOR Iro'xib' OVERHEAD DOOR EXIT SIGN 0, ENGINEERING BUSSINESS NO. EB5830 WITH roO AMP OPENER OPENER TO BE LIFTMASTER T -15-11 Post OffIce Box I -126 -------- -- --------------------------------- (VERIFY WITH MANUFACTURER) -------------------------------------------------------------------------------------------------------------- UTSIDE EDGE ----------------------------------- 115 VOLTS, SINGLE PHASE, 3/4 ---------------------------------------- HP Dade cfts, Florida 33520 (352) 521-5845 Thomas L, 44an5on, PF 3,5j&54 4— I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION I&OS OF THE FLORIDA BUILDING CODE FOR THE EXTERIOR WALL MOUNTED LIGHTS ON EACH EXTERIOR WALL MOUNTED LIGHTS ON EACH 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SIDE OF THE '10'-0" eIFOLD DOOR SIDE OF THE Id-O" BIFOLD DOOR SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, Id-O" ABOVE THE 5LAe Id-C)" ABOVE THE SLAB RESIDENTIAL AND ALL 200c3 SUPPLEMENTS. T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX 1-72a, DADE CITY, FLA. 3352ro cy" air," am; - M� R+c Elevafion View" 35W.-C vvw. t n�m L%B- - m v - .?, tek tA�- no 'm Xal �. pff ��W " Plan Vkw (Door w/End1ockWmdk PA; DuraCoil - Standard finsulated Flat Slat 22 Ga-) Em 0 0 KQ �_ 112HE I R 1111110111111 111111110111111 MR =E Em, 110=11 ®R E L= L� U== SEEM] 111110111111110 MENEM 11111blill L. R. - Drs �x 04M 1 ff�_v .4A - Hug A'�ttmlft Ca Side Imaccum Interlocking slats w-fEndlocklVifindlocks 1W MEMMUM I W.W1111 Standard flusul ated Flat SFZt 20 'Ga.) I I" cram + 1 01 �9" GU* kk ft­% 1 Fy(+) Masonry Jamb - " Z " MtdL (Shown) or Steel JaFnb,- 7" Mtd_ FLA APPROVAL '*Sla4.1 mFimmmmm m .2 N = a L= ELiAL ELM WJ-1p �4m=AQ*EtZ'Q, W W.4mlffil Fy. Steel Jamb - E Mtd mm� ICE= m� M=L 0=1 00,104=8mm 111MIl No m 3 a m 22 2, Z' =�=MLZEI mmmlllM Nam MEN= SOME WAS mm 14 G fh& tu G'S i 1 S C -c U FE tv, n 71 14 'n X, N &m 2 Notes: TIC." mm'%ftmft L�- 'Jm �tt 11;j W M 1@3 vvml!�u M&gf iW uqp%..*ff A 'PS091'.j �T agn - -V. Angle- Thickness Welding Detail DumCoil - Standard fflatKat 22 Ga-) Elam 111till Emmu" 11111KI1111 111EIll E�m 4"4* '^Mew Ap *Pbd% Paidj thAd*L�d;me�-L"A WA.X�ju QW04 Slin WU*rm fpm�c Mommy fton". li:& VA= _wnzo A.Thmb �Snma y""I 7, mr-'_- 1.1) I MCI mftv'z �mrxao INCIT'. Lm-ft b)Wp!bj .110*ft 4wo* 7117%= _11kA CiA T14A �Nf _77m _73-aa ir __Izw 6011 'padrf. Sp-jn fta ap-In i zoxlm� L.Wd U143% '�P-r4 i� twtJW.066! Amv� SCSI v&g ba? *'1p mk�2%w m..1- L.--� vAcm _j *` .'N� Lb"Wrl Anto 4A.-TOR Am" UUIPL ym PS I ib* ft� 46W Olt- 4.A. &.-k -T DESIGN SERVICES INC. MOeILE/ OFFICE 352-20ro-BaTT OFFICE FAX 352-5a,5-2342 R. S. HANLEY F 0 50X 1325 SAN ANTONIO FLA, 335-Tro EMAIL: Han le�Obimambarqma i I.com STATIC C-R-OUNDING RECEPTACLE$ 'A r c: F o f t T y p 3 t N D 6S t- el . "2r 116W 0 Caw Penz 0 Ajrzraft lyp;o Lmic Rompude. G:tvw a-o:hgd wth C h 34- R D p 1,3VG,-3 b19 V U-1 If Or 51 Cn '-- (3 -c- T cor ri;� Ra SQ ffinn&C c % 3�j -7 r e - 2 u rbd w �n-% 9 at� Nc. &M accad. Cctto A, �4V i.2, rh tvig th vc. W do ra - ri Y-7 it 0 i� Z I STATIC GROUNDINI(17'r- RECEPTACLES AND EXTEN$10N ROD-S Nic E:,C-7 'Orl 'c-. Ne -3c :-p THE SYSTEM fREaUIfRE6 (4) MODEL 600A STATIC RING REGEFTA(�-LESW WITH 0914 EXTEN51ON RODS AND A CONTINUOUS 414 REBAR 5ETWEEN THE RECEPTACLES. G-f m r m h w i h a ro� - 911C id. P; - S. rx- Qcw - ,ci� Nc. ttscg % CiT E. 4- 3r Nc� _W� MUS S "W'. Q S U-1 C "-;i �� L DATE ; NO FAGE 5 1 / 113 /111 SCALE DESIGN SERVICES ING, MOBILE/ OFFICE 352-206-5027 OFFICE FAX 352-508-2342 R. 5. HANLEY F=' 0 BOX 1325 6AN ANTONIO FLA, 3351ro FMAL. STATIC GROUNDING CONTRACTOR, G, L. STEVE CONSTRUCTION ZEf='H"rfRHILL5. FLORIDA JOiB NAME AND ADDRESS- ROMA VENTURES 11, INC, FRIME STEEL BUILDINGS PARCEL "D" ZEPH'T-fRHILS CIT"r AIRPORT ZEf='HYfRHILLS, FLORIDA AIRPLANE HANGAR 1500 15F T. L. HANSON 4 ASSOCIATES ING. CONSULTING ENGINNEERS ENGINEERING eUSSINESS NO, EIB5830 Post office iBox 1125 Dade GTtS, Florida 33529, (352) 521-5848 Thomas L. Hanson, FE 30654 A 1­4EIREBT' CERTIFY T�4,4T I HAVE REVIEWED THE '"TTAC�4E:) DESIG-NS AND FOUND IT TO iBf=- IN GOt-IFLIANCE WITH CHAFITER Iro, SECTION 160e OF THE FLORIDA fBUILDING CODE FOR THE 120 MPH ( 3 SECOND GU6T) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2007 FLORIDA allIL-IDING CODE, RESIDENTIAL AND ALL- 20013 SUPPLEMENTS. T,L, HANSON F.E. LICENSE NO. 38654 f=,O, BOX 1720, DA"01F CIT�', FLA. 3352(o DATE : SCALE: / 11 1/4 FDAGE OUTSIDE EDGE OF SLA15 OUTSIDE EDGE OF SLAB IN IN DESIGN SERVICES INC, MOIBILE/ OFFICE 352-20ro-552-1 OFFICE FAX 352-5e&-2342 F-5 IRR H A4 N L E= Y P 0 eOX 1325 SAN ANTONIO FLA, 3351ro u- in EMAIL: hanlegoro-sembarqmail.com Lu 0 u- Lu Lu �3 Lu �3 CHAFTER 4 SECTION 412 4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL 6EPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. THE SLAB WILL,5LOPE FROM THIS LINE OIL BEFERATOR AT A MIN OF 5% 0:200) TO THE CENTER OF THE AREA AS DETERMINED BY THE DRAIN. IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE AREAS OF THE BUILDING TO THE 4" DRAIN. OIL BEPERATORS SHALL HAVE A DEPTH OF NOT LESS THAN 24" BELOW THE INVERT OF THE DISCHARGE DRAIN, THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS THAN AN 18" WATER SEAL. IT SHALL HAV�E A u- MINIMUM CAPACITY OF ro CU FT FOR THE FIRST 100 SF OF AREA TO eE DRAINED, PLUS I CU FT FOR EACH ADDITIONAL ui SEPERATOR u- 100 SF Or- AREA TO BE DRAINED INTO THE SEPERATOR. ci ui 4" DIR AIN A TOTAL OF 5ro5O SF OF AREA 15 TO BE DRAINED IN THIS ui BUILDING. THE 5EPERATOR TANK WILL BE REQUIRED TO cl, Lu HAVE A CAPACITY OF AT LEAST 4roO GAL, (U,S,), lu 1,40 GAL, = 1 CU FT UNDERGROUND PIPING AND COMPONTENTS USED IN :3 DRAINAGE SYSTEMS SHALL BE NON-COMBUSTIBLE AND INERT TO FUEL. (E,G. STEEL, DUCTILE, IRON OR CONCRETE) SUCH 5YSTEM5 SHALL BE DE51GNED WITH SUITABLE TRAPS OR BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND SYSTEM. SEFERATOR FLAN CONTRACTOR: SEE THE 51TE PLAN FOR THE SEPERATOR TANK LOCATION G, L. STEVE CONSTRUCTION ZEFHYf;RHILLS, FLORIDA JOB NAME AND ADDRESS- 4" NON-COMeUSTIBLE DRAIN TO THE -SEPERATOR TANK ROMA VENTURES 11, INC, PRIME STEEL BUILDINGS 24'-8" uj PARCEL "D" ZEFHYRHILS W CITY AIRPORT lu ZEPHYRHILL5, FLORIDA ui AIRPLANE HANGAR -1500 SF T, L. HANSON �:3 4 ASSOCIATES INC. CONSULTING ENGINNEERS ENGINEERING BUSSINESS NO, Ee583O Po5t OfFice Box 1128 Dade Cltq, Florida 3352ro Thomar. L� Hanson, PE 3&&54 I HEREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB Iro, SECTION IroOS OF THE FLORIDA iBUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, 100'-0" RESIDENTIAL AND ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO I-IAE51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARML-Ee�s T.L. HANSON P.E. LICENSE NO. 35654 IDEMNIFY, AND DEFEND DESIGNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS OUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. P.0, E!�OX 1'72a, DADE CITY, FLA. 33526 4�' MAX. FRAME WIDTH .35 3/4' MAX. 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TJW 09-01020 NV Af m_ a/lo 1­6 ar 13 71 1/2" 9/32" p I 1 /4 —1 DOOR H.lfilaE REAFFORCEMEN T 1 3/4' T_ 2' T_ 0 HiNGE MIAR CLIP < %v I (x3m_JqKw wit Appwwo 4wlz�j in" 1 1/4- C4-) FRAVE HiNGE REINFORCEMENT i;r.A "i VA.*AfVfX F0 STFF�' i3P-.WV I.NtfX 1?2: 5j Tjlc)�. $Ai,�Ff Cli JP TELL DOORS & WINDOWS, LLC k7_ 1 §TR(KE JAIAB CLIP 2.505 WE-57 I! rH STREET HOUSTON, TX 77008 VAA�WFIAI F,)�,VFFI .1'aa-mw TIGGA DOORWAY SYStEM TDS-S�KD_-WS STEEL SINGLE DOOR OS - IMPACT COMPONENTS TJH I N-js 06/28/io 1-8 or Is tow S'J' ; 7- ztr Z: TAI_ F 0. '*/j7�'ON A%� liftm", DESIGN SEfRVIC;ES INC, MOIBILE/ OFFICE 352-206-5521 OFFICE FAX 352-580-2342 FR, S. HANLEY P 0 e0X 1_325 SAN ANTONIO FLA, 3351ro --------- EMAIL. hanteg0roosminarqtnall,com PAR EL 1115tt EXI5TIN6r ASPHALT TAXI -WAY PARCEL ttctt 155.52' X SEWER = AMe-=l "r-01 b RUNWAY LIGHT CONCRETE FLUME UNt--'LATT�D L ANL.) I UNt L.ATTtD LAND I SEPERATOR I p ASPHALT APRON-011 r I / HANGAR � 1-7 -_ INGRESS/;EGRESS R I — I UTILITIES ND , /" UTILITY UOX A W TER I / -- `-- — — VALVE AIRCRAFT APRON THE APRON 1N FRONT OF THE HANGAR 15 REQUIR7=D TO SLOPE AWAY FROM THE LEVEL OF THE HANGAR FLOOR AT A GRADE OF 0.5%' OR (1:200) FOR THE FIRST 50 FEET ( NFPA 40'B - 5,1.41 >u t- DA DESIGN SERVICES INC. MOf31LE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 R, 5, HANLEY P 0 eOX 1325 SAN ANTONIO FLA, 3351(o EMAIL. hanleyO(omembargmatl.com A L; te r tid- -mml 1 0 num i e le d CH A�%& S"Fecifica-Ition Sheelf, loft " 2" 0 2`- 6 1. PRODUCT NAME CertainTeed Fiber Glass Insulation for Metal Building Insulation 202-96 2. MANUFACTURER CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482-0105 Phone: (610) 341-7000 k800) 233-8990 Fax: (610) 341-7571 Fax -On -Demand: (800'. 947-0057 vVebsite: www.certainteed.com 3. PRODUCT DESCRIPTION Basic Use: CertainTeed Fiber Glass I,Aetal Building Insulation 202-96 is a flexible blanket insulation furnished in rolls and intended to be laminated on one side with a suitable vapor retarder. it is used as' a thermal and acoustical insulation in the roofs and sidewalls of pre-engineered metal buildings and post frame Construction. Benefits. Metal Building Insulation reduces transmission of exterior sound to the interior of the building and absorbs reverberating sounds within the building. Composhion and Materials: Com- posed of inorganic glass fibers bond- ed with a thermoset resin to form a uniformly textured yellow blanket insulation. Limitations. T11his product is designed for use in interior (weather protected) walls and roofit, of pre-engineered metal buildings. It should be laminated on a first -in, first -out basis and should be kept dry at all times during processing 0 and end use. After lamination, packag- ing should not exceed a 5.51 cum- pression ratio. For additional informa- tion, please refer to the appendix of the NAIMA 202-96 (Rev. 20b01 standard. Sizes: Standard available sizes as noted in the table on the back. Contact CertainTeed for non-stan- clard sizes, 4. TECHNICAL DATA Applicah?e Standards: • Model Building Codes: — ICC • Material Standards: — ASTM C991 Type I — NAIMA 202-46 (Rev. 20W) Fire Reskance: • Fire Hazard Classification: — UL 723, ASTM E84, NIFPA 255 Max. Flarrie Spread Index: 25 Max. Smoke Developed Index: 50 — CAN/ULC-S1 02-M88 THERMAL PERFORMANCE Nominal Thicknm R-Value Prior to Laminating Non-combustible: — ASTM El 36 Meets requirements PhysicaflCheinical Properties: in. mrn R RSI 3 Vis 86 10 1.76 33/4 95 11 1.94 131 4-3/r; I I 1 2,29 Thermal Resistance: ASTM C3 18 and/or ASTM C1 77 at 75F (24*0 mean temperature. 51A 133 16 2.82 6�M 162 SOUND TRANSMISSION Construclion Type TransmiWon. Los in d8 at the Cic e Frequencies STC 125 1 250 500 1000 2000 4000 R!Iing No Insulation 1�� 19 24 10 12 24 R-10 Faced 202-96 Insulation 12 16 26 37 45 49 29 Over the Purlins o R- 19 Faced 202-96 Insulation 13 20 30 41, 49 51 32 ?e over the Forlins 202-96 insulation Over & 80tWeCTI the PUFlin5 to Fill 14 24 34 44 53 56 36 tl�e Cavity (R-25 Combined) No Insulation 12 14 119 i 9 20 27 21 R-10 Faced 202-96 insulation 13 16 25 32 37 46 28 Ove the Girts R-13 Faced 202-96 Insulation 13 17 26 33 38 47 29 Over the Girts z R-!3 Faced 202-1)6 Insulation Over the Girts 3�1s"Steel Studs 26 40 5 1 61) 64 61 511 on 24" Centers with J�?" Gy 1 p Board on interior. P-1 3 Faced 202-,36 Unsulation. Over the G irts 3 5/�3r, Steel Studs on 24" Centers with R-1 I Batts 31 1 43 55 68 73 75 54 & lh' Gyp. Board on Interior. [Sound Transmission Class (STC) in accordance ASTM E90 .- Pocf consiruction is 24ga. standing searn roof with 8�'Z purlins or) 5' centers - W all Construction is 26ga. wall panels screwed to 6' Z girts placed on 7' centers I interior metal furring wall studs were 3%' by 25ga. on 24' centers • Acoustical Performance: — See the tables on front and below. • Water Vapor Sorption: — (ASTM C1 104) No greater than 5.0% by weight. • Corrosiveness. — (ASTM C665) Meets requirements for steel, copper and aluminum. • Odor Emission: — (ASTM (2-1304) Fass • Fungi Resistance- - (ASTM C1 104) Nss Test Qudity Assurance: Certa-InTeed wis the first fiber glass insulation manufac- turer to have its manufacturing plant, R & D center and corporate headquar- ters registered to ISO 9001-2000 standards. MINA 2-02 6 SW�W- ft 5. INSTALLATION The vapor retarder on Metal Building Insulation 202-96 should be installed towards the conditioned spaces in the building. The insulation is normally applied over or between the structural members of the building and held in place by the covering sheets or insula- tion support system. When using high R-value systems, it is recommended that the cavity betvveen the exterior metal sheet and the faced fiber glass insulation should be completely filled. 6. AVAILABILITY AND COST Manufactured and sold throughout the United States and Canada. For avail- ability and cost, contact your local distri6or or calf CertainTeed Sales Support Group in Valley Forge, PA, at �800) 233-8990. 7. WARRANTY Inasmuch as CertainTeed has no con- trol over installation design, instal attion workmanship, accessory materials, or conditions of applications, Certaidl�eed does not warrant the performance or results of any installation containing its products. 8. MAINTENANCE An inspection and preventative main- tenance program for the insulation and vapor retarder system is recommended to ensure optimum performance. 9. TECHNICAL SERVICES Technical assistance can be obtained either from, the local CertainTeed sal�s ri��presentative, or by calling CertainTeed Sales Support Group in Valley Forge, PA, (800) 233-8990. 10. FILING SYSTEMS - CertainTeed Pub. No. 30-25-031 ii Additional product information ava e upon reque t. SOUND ABSORPTION — UNFACED Absorption Coefficients & octave Band Frequencies (Hz) Nom, Thickness 1 250 Soo 100D 2000 4000 NRC —i -n- --- ;—m 10 3,& 86 �-q OM 1.02 0.94 -7. 0-96 _� _93 0.98 0-95 11 33/4 95 0.39 om 775, — 9_2 0.95 13 ft0_ 0.53 0,97 1.1014 0_901 0.95 0.95 16 51) 133 0.67 1.05 1_021 0192 98 0.98 M9 1.00 19 119 6, 63M q �162 '62 0,89 1 1.0 - 1 Olt 05 — Sournd absorption tested in accordancewith ASTNAC423 using Type A mounting per ASTNII E795� P_ Nominal Thickness AVAILABLE SIZES Widths Lengths value in. mm in. in — 10 _77. E36E,48E,60, 77H,2�914, �1219, 1524, 1829 too 3015 —9!; 3 6, 43, 60, 72 1 914, 1219, 1524, 1829 1510 30�5 13 41M —711 36, 48, 60, 72 914, 1219,11524,1829 75 22.9 16 51,14 133 36, 48, 60, 72 1 914, 1219, 1524� 1829 50 152 19 6 3/ 162 �203 3 1:: 4,1829 50 15.2 8 1 1 3 6, 41,_60, 72 9144, 1219,15,24, 1829 ___L Non-standard widths are available and 5Lblect to an upcharge on an individual basis determined by manufacturer's capability, quantity, lead times and packaging availability. IR-25is made to order. ISO NAIMA ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: EXTERIOR: ROOFING - SIDING - WINDOWS - FENCE - RAILING - TRIM DECKING FOUNDATIONS PIPE INTERIOR: INSULATION - WALLS - CEILINGS CertainTeed Corporation Professional: 800-233-8990 PO, Box 860 Consurner: 800-782-8777 Valley F­-orge7 PA 19482 wwwcertaintecd.com Q 9/07 (�,,airTeej co�,(, ',on, Pn . rted in USA Code: 30-2-1-1)(13 Mnal Building Insulation FACING COMPOSITION DESCRIPTION VALUES (ENGLISH) VALUES (METRIC) White Film Polypropylene 0.0015 inch 38.1 micron Adhesive Flame Resistant Reinforcing Tri-directional 5 / inch (MD) 20 / 100 mm (MD) Fiberglass/Polyester 4 / inch (XD) 16 / 1 OG mm (XD) Kraft Natural I I lbs i 3000 ft2 18 g / M2 PHYSICAL PROPERTIES TEST METHOD VALUES (ENGLISH) VALUES (METRIC) Basis Weight Scale 17 lbs / 1000 ft' 83g/ml Permearce (WJTR) ASTM E96 0.09 parm 5.17 ng / N's Procedure A (grains/hr,ft2in Hg) Bursting Strength ASTM D774 60 psi 4.2 kg I CM2 Puncture Resistance ASTM C 1136 125 beach units 3,7 Joules Tensile Strength ASTM C1 136 40 lbs/inch width (MD) 7,0 kN I rn (MD) 30 lbs/inch width (XD) 5.3 kN / m (XD) Caliper / Thickness Micrometer 0.008 inch 203 micron Accelerated Aging 30 Days @ No Corrosion No Corrosion 95% RH, 120-F (49-C) No Delamination No Delamination Low Temperature Resistance ASTM D1790 Remains Flexible Remains Flexible -40-F (-40-C) No Delamination No Delamination High Temperature Resistance 4 hours @ Remains Flexible Remains Flexible 240-F (11 16-C) No Delamination No Delamination Water Immersion 24 hours @ 73'F (23'C) No Delamination No Delamination Moid Resistance ASTM C6651 C1338 No Growth No Growth Dimensional Stability ASTIM D1204 025% 0.25% Light Reflectance ASTM C523 85% 85% 1 FIRE TESTING <::@> AST M E84 / UL 723 CAN ULC-SI02M BS 476 APPRINED Film Side Kraft Side Film Side Kraft Side class Flame Spread 10 15 15 15 0 Smoke Developed 10 5 30 45 Surface Physical Properties based upon statistical averages, Welgint I I nimlless +/- 1 U1113 "LAMTEC" AND "WMP" ARE REGISTERED TRADEMARK$ OF LAMTEC CORPORATION 501ORiverRoad Mount Bethel, Pennsylvania 18343-5610, U3.& Phone: (570) 897-8200 Fax: (570) 897-6081 Web: www.lamtec.com 8/10 R. S. HANLEY DIESIGN SIERVICr=5 INC:, MOE31LE/ OFFIC-FE a52-20ro-Ee2l OFFIC;r= FAX 352-508-2342 F 0 f5OX 1325 SAN ANTONIO FLA, 3351ro EMAIL. ha,nIeSOro-aembarqmaTI.com 100'-011 DATE : SCALE: PAGE I 12/2 10 1/4 V-0 OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLAB MONO FOOTER REAR" MONO FOOTER REAR DESIGN SERVICES INC. t --------------------------------------------------------------------------------------------------------------------- ----- ------------------------------------- -------------------------------------------------------------------------------------------------------------------------- M05ILE/ OFFICE 352-206-5a2l OFFICE FAX 352-588-2342 THE IBAT141ROOM 15 LOCATED IN EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING R, .5. HANLEY P 0 BOX 1325 SAN ANTONIO IF THERE 15 ENOUGH DROP FOR FLA, 335-iro FAD5 FOR FRAME LINE #1 A GRAVITY DRAIN. IF NOT MOVE EMAIL: Han IsSOroeembarqmal 1. com LL () IT TO THE FRONT CORNER SAME CHAPTER 4 SECTION 412 #5 RESAR5 10" Oc 0 Lu 50TH DIRECTIONS SIDE, Lu (P GRADE -- — - — - — - — - — - 4*2.2.3 FLOOR SURFACE. FLOORS SHALL BE GIRA0ED AND DRAINED [.:I 411 U- (P Lu TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR ot 77-ri - OUTSIDE EDGE OF SLAB ju lu-1 FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR 0 tu 0 TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. 0 I :3 0 Lu tu - a) 2x4 WALL FADS FOR FRAME LINES tL #2 and #3 :3 x uj w CONTROL JOINT5 LOCATIONS AIRE TO BE EDGE OF STEEL BUILDING ------------------ DETERMINED BY THE MASONRY CONTRACTOR. (p -------------- #5 REBARS b" Or - - BOTH DIRECTIONS VANITY GRADE 0(1) 4 MONOLITHIC SLAB 4" 3000 PSI MONOLITHIC CONCRETE SLAB 2xro WALL­__� OVER CLEAN, TREATED AND COMPACTED SOIL. THE SOIL WILL BE TREATED FOR TERMITES AS PER THE DETAIL PAGE OF THIS PLAN. 6" x 6" 10/10 WIRE MESH OVER 6MIL. VISQUEEN FAD BIETWEEN FRONT DOORS I THE SLAB WILL SLOPE FROM THIS LINE PADS FOR PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR TO THE CENTER OF THE AREA AS FRAME LINES FRAME LINES REINFORCING THE SLAB. 11'HIS FOUNDATION WAS EDGE OF STEEL BUILDING DETERMINED BY T+4E DRAIN. #2 and 03 *2 and #3 DESIGNED WITH A 2000 PSF SOIL BEARING CAPACITY. ------------- I ------------------ BOTH DIRECTIONS NFFIA 4013 A t GRADE IT A 41' 5.15 GROUNDING FACILITIES FOR STATIC ELECTRICITY tL 4 1-0 It YV nTHALL 5.15.1 AIRCRAFT STORAGE AND SERVICING AREAS OF HANGERS HOUSING OTHER THAN UNFUE1 AIRCRAFT SHALL BE PROVIDED Lu u- 11 ALLWORKS"ALLCOMPL SEPERATOR pnVA11Wj CODES, FV )W&BUIDING CODEKND IL - 0 b (3 0 WITH GROUNDING FACILITIES FOR REMOVAL AND CONTROL OF STATIC FLCTRICAL ACCUMULATONS ON AIRCRAFT WHILE THE ink w DRAIN IC CODE,NXTIONALELE -0 001NANCES Lu -6) Ln In AIRCRAFT ARE STORED OR UNDERGOING SERVICING IN THE HANGARS Lu CITY Of If o IN ACCORDANCE WITH 5.15.2 AND 5.15.3, 5.15.2 AN ADEQUATE NUMBER OF FLOOR-SROUNDINS tu 0 RECEPTACLES tu SHALL BE PROVIDED. THE RECEPTACLES SHALL BE EIT44ER MONO FOOTER "REAR" tu GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE SYSTEM GROUNDED TO UNDERGROUND METAL PIPING SUCH AS COLD EDGE OF STEEL BUILDING 11avy OATE Y_ m -_ I- �:3 WATER OR SPRINKLER PIPING, OR DRIVEN ELECTRODES. WHEN DRIVEN ELECTRODES ARE USED, THEY SHALL CONSIST OF 15,13 MM (5/81NJ CITY EPHYRHILL,jt� 0 DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST I.5MM (5FT) PLANS NER. INTO THE GROUND. FLOOR -GROUNDING RECEPTACLES SHALL BE ------------- ------------ DESIGNED TO MINIMIZE THE TRIPPING HAZARD- ,1 11 0 - 11 ro -0 ro -0 5,15.3 GROUNDING WIRES SHALL ME MARE AND OF A GAUGE THAT 15 - - - - - - GRADE DURAE�LE TO WITHSTAND MECHANICAL STRAINS AND USAGE, 2'-4 HAIR -FIN FOUNDATION FILAN #5 REBAR x 40' TO WRAP ALL FOOTER AND PADS BEHIND THE ANCHOR BOLTS C14 ARE TO BE 24 DEEP. (TYPICAL AT 4 LOCATIONS AS NOTED): I MONO FOOTER "AFRON" CONTRACTOR: G. L. STEVE CONSTRUCTION PADS FOR APRON EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS PADS FOR FOR THE ANCHOR BOLT LAYOUT. FRAME LINES ZEPHYRHILLS, FLORIDA FRAME LINES 02 and 03 #2 and 03 ------------ -- — - — - - — - — - — - — - — -- GRADE AS JOB NAME AND ADDRESS'. f-2 ROMA VENTURES 11, INC, PRIME STEEL BUILDINGS 35'-4" 24 -5 of tu PARCEL I'D" ZEPHYRHILS CUT THE CONCRETE 50 THE CUTS AIRE SYMETRICAL TO THE MONO FOOTER "All ANCHOR BOLTS ul tu CITY AIRPORT ZEPHYRHILLS, FLORIDA tu BIFOLD OPENING tu EDGE OF STEEL BUILDING U- tu I AIRPLANE HANGER 1500 SF tu DIAMETER x 24" 21" EMBEDDED GRADE 3" EXPOBED 4714% 3/4"DIAmETER x 18" 15" EMBEDDED 1 T, L. HANSON ADD A 12" APRON ON THE FRONT SO THE eIFOLD r->oofR = - 'IT PAD etTWEEN 4 ASSOCIATES INC. CLOSE5 ON THE CONCRETE AND NOT OF THE SEAM OR CUT, FRONT i a CONSULTING ENGINNEERS ---------------------- ------ - -------------------- ------- ENGINEERING BUSSINESS NO. EB5&30 - 0 PADS FOR PADS FOR Po5t Office Box 1125 -1 11 FRAME LINE #1 ------------------------------------------------------------------------ ----------------- ------ -------------- F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAME LINE #1 1 -+ I z -1 Dads.CltS, Florida 33526 (352) 521-5848 Thomas L. Hamon, PE 38654 ------------------------------------------------------------------ ------------- ------- - --------- ----------------------------------------- MONO FOOTER "APRON" I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION 160S OF THE FLORIDA BUILDING CODE FOR THE 64'-4 4'-0 13,-a -0 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, 100 1-0 11 RESIDENTIAL AND ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS T.L. HANSON P.E. LICENSE NO. 3&654 IDEMNIFY, AND DEFEND DE516NER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT- T44E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. P.O. BOX 112&, DADE CITY, FLA. 3352ro DATE SCALE: PAGE 2 12/2/ 10 1/4 1,-0,, jo, lod-O" OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLA13 DESIGN SERVICES INC. -------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- AD --------- ------------- MOfBILE/ OFFICE 352-20ro-5821 OUTSIDE EDGE STEEL FRAMES 2x4 WALL OFFICE FAX 352-588-2342 R, 8, HANLEY P 0 eOX 1-325 SAN ANTONIO FLA. 3351ro EMAIL- hanIsSObeembarqmall.com (6p) --�VANIT�Y Q. 2xro WAI-L� --------------------- ------------ ------------------------------------------------------- STEEL ROOF FRAME OF BUILDING Lu -p tu Lu STFEL WALL FRAME OF BUILDING STEEL WALL FRAME OF BUILDING Lu WATER REATER WATER HEATER Lu Lu ju 2Xro CEILING FRAMING AT fro" OC /WITH 1/2" COX SHEATHING ON THE EXTERIOR AND 1/2" DRYWALL ON THE INTERIOR- LL Lu tu —8 Lu Lu MIL 2x4 TOP PLATES F LL w Lu tu tu %5 ul P 2x4 FRAME WALL-S WITH STUDS AT 16" OC —, Cl I o WITH 1/2" EXTERIOR SIDING AND 1/2" DRYWALL LAUNDRY tu SINK TUB co ON THE INTERIOR - Lu TOILET SINGLE PT BOTTOM PLATES 21-011 11 3'-416" LY-O' MAIN FLOOR FLAN BATH SIDE GROSS SECTION BATH END GROSS SECTION CONTRACTOR: G, L, STEVE CONSTRUCTION ZERHYfRHILLS, FLORIDA JOf�) NAME AND ADDRESS- ROMA VENTURES 11 ING, PRIME STEEL BUILDINGS PARCEL 11 D" ZEPHYFRHILS CITY AIRPORT ZEPHYRHILLS, FLORIDA IfRFLANE HANGER -1500 6F THERE 16 A CUSTOM IBIFOLD DOOR THAT 15 IBEING DESIGNED FOR THIS OPENING IN THE FRONT OF THE IBUILDING. THERE 18 NO FLORIDA RAYNOR GARAGE DOOR APPOVAL NUMiBER FOR THIS DOOR. ACCORDING TO CHAPTER I-T FLORIDA APPOVAL *B184.1 T L.WANSON SECTION 1114.5,3.2 CUSTOM DOORS ( one of a kind) EXTERIOR DOOR DURA-COIL ROLLING SERVICE DOOR 4 ASSOCIATES INC. ASSEMIBLIES SHALL IBE TESTED 15Y AN APPOVEID TESTING I-AeORATORY IDE51GN PRESSURES OF 22+/2-1- CONSULTING ENGINNEERS OR IBE ENGINEERED IN ACCOF20ANCE WITH ACCEPTED ENGINEERING : ra ENGINEERING IBUSSINESS NO. EIB5a3O PRACTICES, DESIGN PRESSURE THIS DOOR 15 fBEING DE51GNED AT THIS TIME AND THIS INFORMATION DESIGN PRESSURE > Post Office Box 1128 Dade Clt�� Florida 3352to 25+/21- WILL BE FURNISHED WITH THE DOOR WHEN IT 15 DELIVERED TO THE JOIBSITE. 25+/2-T- (352) 521-5848 Thomas L. Hanson, PE 38654 THE CONTRACTOR WILL HAVE COPIES FOR THE IBUILDING DEPARTMENT. E, OUT -SIDE EDGE STEEL FRAMES + I HERMY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO eE IN COMPLIANCE WITH CHAPTER Iro, SECTION 16013 OF THE FLORIDA eUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLAe SPEED AND THE ENTIRE 200-1 FLORIDA IBUILDING CODE, RESIDENTiALAND ALL 200,B- SUPPLEMENTS. I ......... T.L. HANSON P.E. LICENSE NO. 38654 P.O, IBOX 112a, DADE CITY, FLA. 33526 0 u- Lu V5 ck tu Lu OUTSIDE EDGE OF SLAa OUTSIDE EDGE OF SLAIB OUTSIDE EDGE STEEL FRAMES ---------- ----- ----------------------- r --------- ----- ---------------- -------- = ------------------------- ------------------------- ------------------- --------- --- ------------- (P v (P I 2x4 WALL PERIMETER FLOURESCENT PERIMETER FLIOURESCENT PERIMETER FLOURESCENT 1-1 PMMETER FLOURESCENT PERIMETERFLOURE FMMF=T* FIXURE5CENT AFF LIGHTr'-O" AFF LIGHT &--C�FF LIGHT &'-0" AFF LIGHt &'-0" J-IG�HT 8' 0" AFF 110 OUTLET 110 OUTLET VGHT 110 OUTLET 110 OUTLET 110 OUTLET 40 GAL ELEC WATER HEATER AfBOVE THE IBATHROOM tu c14 ow) tLLL �j u- rz t- 1.14 STATIC, GROUND STATIC, GROUND RECEPTACLE RECEPTACLE 0 (3 U19 116 OUTLET Aii� -A st , t1i 110 0,UTI-ET tul lot I'LL NO OUTLETS eELOW 18" FROtl 5' LITHONIA SHIELDED 2NAX4 FIXTURES Mt SLAfB- HAZARD ZONE. OFF CEILING ( OR. SOMETHING COMPARAIBLE) WALL FLUORESCENT LIGHTS AROUqD THE "u Jul NO FLOOR PLUGS THREE ROWS. 4 LIGHTS PER ROW PERIMETER OF THE BUILDING, 0'-0" AFF LIGHTS SUSPENDED 16' AFF WITH PREMADE ALUMINUM OR ST41NLE-5-S DEFLECTORS ON ONE SIDE TO REFLECT THE LIGHT FROM THE TOP DO�N, D u- Im 110 OU\TLET :3 w Lu 0- I 1 0/ ;Lj OUTLET EXTEND A *4 eARE COPPER WIRE TO THE HAIR -PIN. 220 OUTLI=-�, FOR COMPRE�SOR 110 OUTLET 200 AMP SER'� EXTEND A *4 f5ARE COPPER WIRE To THE YICE STATIC GROUND #4 IBARE COPPER TO FORM A CONTINUOUS GROUND RING ELECTRICAL SERVICE GROUND ELECTRODE RECEPTACLE 110 OUTLET IL LL I It 4C) I u- Q 0 IL Lii I-ED EXIT SIGN WITH EMERGENCY LIGHTING AND A c3O MIN. IBACKUP 15ATTERY flEXIT -SIGN - - - - - - - - - - - --- -- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - EXTERIOR WALL MOUNTEI--> LIGHTS ON EACH SIDE OF THE -TO'-O" elFolx> DOOR id-o" AeovE THE SLAIB 10'xlro' OVERHEAD DOOR WITH roO AMP OPENER ----------------------------------- (VERIFY -WITH- MANUFACTURER) ------------------------------------ OUT51DE EDGE OF SLAIB INTERIOR WALL MOUNTED LIGHT 0'-0" AeOVE THE SLA15 OUTSIDE r=DGi2-sTeE6-F-RAmEs ---------------------------------- ----------- �-4. LED EXIT SIGN WITH EMERGENCY LIGHTING AND A 130 MIN. BACKUP 5ATTERY EXIT SIGN Iro'xilb' OVERHEAD DOOR OPENER TO E�E LIFTMA5TrER T-15-11 115 VOLTS, SINGLE PHASE, 3/4 HP ----------------------------------------------------------- EXTERIOR WALL MOUNTED LIGHTS ON EACH SIDE OF THE 10'-0" f5IFOLD DOOR 10'-0" AeOVE THE SLA15 OUTSIDE EDGE OF SLAfB LL 0 Lu 0 cl tu w R. 8. HANLEY SHORT CKT. DESIGN SERVICES INC. MOIBILE/ OFFICE 352-20ro-5521 OFFICE FAX 352-558-2342 P 0 BOX 1325 SAN ANTONIO FLA, 335"lro EMAIL: hanIeqO(o-wsmbarqmaiI.r-om 11351 ( WORST CASE) 1+ (2) (100) (11351) 13(323 (240) 1 SC 5,512 A/C a MAIN USE 10,000 A/C EQUIPTMENT) LOAD CALCS' W LIGHTING - 1500 SV 60.5 3150 RECEPTACLES 12 0 180 2160 COMPRESSOR 214P 2880 WATER HEATER 2500 DOOR 10,080 21,310 OR a1B AMP 6/240V 10 (3) 3/0, 4G 200A ME5 PANEL 120/240V 110 200A METER 10 TO UTILITY TRANSFORMER (3) _310 #4 CU (2) 5/0" X 140' GROUND RODSO 10'-0" APART ED<TEND TO T14E WATER LINE OF THE BUILDING AND THE STEEL FOOTER RESAR ELECTRICAL RISER DIAGRAM NT5 JOfB NAME AND ADDRESS: ROMA VENTURES 11, INC. PRIME STEEL BUILDINGS PARCEL I'D" ZEPHYRHILS CITY AIRPORT ZEPHYRHILLS, FLORIDA Coil Side -Coil Side Non T jww -hwm Cam C~nmz— r ;,adawak um 112.x LS" :hOm Intericc*ing Slats w(EnclockiWindloclus f 11 Sffa MAS F* X-V --Am cgpmm rKl "mw rrqW twn !.m. --4 1 ink Slide Bolt Intefloct-ung Slats w1b Wirildlocks SAMOAN Bevafion View Se,&ion Thru Opening r Plan View (Door wffindlockWndlock Shown) " —vvuvr� F4, i -GakmL �%R'p 4W. t'f �w H4m iqx' �-R um�- I.- L rl... -'e' _j .11 m-1 928 MUM L �-� E= EM� Im IM am �1343HW3 L= EL23M 0=1 NOEL= NEZZLm�i NOW= rMimMm MEW?= or-WEM MUM LIM= Lm== L 1= mmm=m� m �Fmmmmmmmm MUM -" -W '"cK N-.V 4":5&i tZ" �ram A 7 /E] 15 DIWI X ALMeM 14EMM" Fy(+'� Masonry Jamb -'Z " MUL (Shown) or Stl%:--j J'3-Ffb -'r4ZOO "m t ev.- Steel Jamb -"EMtd WL to l� Of W 1 -1 ifC I- ff �X- 72, 11 -4 7! f Notes: 1Lv.:m v, f'- wn -�v W,-w '-- ev": - Optim fjnsuiated Flat Slat 18 Gat Dur3Coil-Stan4d =�Flgl Slat 22 Ga.) ML 0mL-'m�Mmmmm1ffl gumm Immog �um 0�1 E= 00=22=1 om v- 5 INUME U�= U� E ................ mml� E=11�1�1= mmWOMERMIR �§Rm= 'EM"== =0�ffsm MOW== man �jm im *Angle Thickmess Blow 11193KIM ummuLum rx�-Ac imimmil -AR-0 M40-4 LEW *47 aw NO: tiuli. kikdrj 94'Adn tpiltd% 4,AuLy�" luo-Load "1*11" �fjwk list moxk LA.F mzZIAL, JP&ck; ALVAN "mon-f wm��f V-4, vigirm t-dwl�j F--%& -7 "arkr r! &ftma 'Anzal Ax.%s JAM4 mw Iii, 40W --s! t;tmx 7-11FO If it, 37 w,, Dm 7, mr., . z Ir ISE, mmmlmmmm� MIMES Anul AT'" An-s -MY- Lm*�RL Of r4d, �-r §e*'r -" F -t t"ift Aj.-,:4eft DATE: 12/2/10 NO SCALE PAGE 4 DESIGN SERVICES INC. MOeILE/ OFFICE 352-206-5021 OFFICE FAX 352-508-2342 R, 5. HANLEY P 0 eOX 1-325 SAN ANTONIO FLA, 335-Iro EMAIL: hanIeSO60embarqmall.com RAYNOR GARAGE DOOR CONTRACTOR: G. L. STEVE CONSTRUCTION ZEPHYRHILLS, FLORIDA JOe NAME AND ADDRESS: ROMA VENTURES 11, INC. PRIME STEEL BUILDINGS PAIRCF11- "D" zEPHYf:RHiLs CITY AIRPORT ZEPHYRHILLS, FLORIDA AIRPLANE HANGER 1500 SF T. L. HANSON 4 A55OCIATES INC, CONSULTING ENGINNEERS ENGINEERING eU56INE55 NO. EIB5830 Post Office eox 1126 Dade Clt�, Florida 33526 (352) 521-5548 Thom& L, Hanson, PE 38654 I HEIREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO eE IN COMPLIANCE WITH CHAPTER Iro, 5ECTION 160"3 OF THE FLORIDA IBUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA eUILDING CODE, RESIDENTIAL -�ND ALL 200c3 SUPPLEMENTS. --� i I I�To T,L. HANSON F.E. LICENSE NO. 38654 P.0, 1BOX 112a, DADE CITY, FLA. 3352ro ST'L -L-- I 1 6- 1 PLI, -- L I A I � IAT I C -"" RVVNLjJNG RECECITACLES �'Aircroft, Typ�.-'A .' Zl f F-1 k. cot. N o - 6 a 0 — C. : c �,m- cm! xc' --7 3' C7 SiCric..7r. r- ri--v- md n- 3 0--v P -3L Clt r.6*2NQd. alc -7 0-73-n rod. I C�A '_j F-1 Eli ml�Amw MEW S TA mir I ""' R 0 Ur N D I N Gv R Epm C E P T A C L E S AND EXTEN$110N ROD$ 7E THE SYSTEM fREaU[f;RE5 (4) ts"IODEL (oaOA STATIC RING RECEPTACLES WITH 5131A EXTENSION RODS AND A CONTINUOUS #4 IRE5AfR BETWEEN THE RECEPTACLES. im . ..... ; row sicuc trg .6 2AV15- wdG �v-- N '-T 3t Ne, '�e % R. 6. HANLEY DESIGN SERVICES INC, MOfBLE/ OFFICEF 352-206-5a2l OFFICE FAX 352-5aO-2342 F 0 E�OX 1325 SAN ANTONIO FLA, 335-iro EMAIL: A DATE SCALE - PAGE ro 12/2/ 10 1/4', — I _0,, OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGN SERVICES INC. MOBILE/ OFFICE 352-20ro-5521 OFFICE FAX 352-588-2342 F— S. HANLEY P 0 BOX 1325 -SAN ANTONIO -4 FLA, 335"Iro EMAIL: u- tu tu tu Lu 0 CHAPTER 4 SECTION 412 cq 4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR FLOOR DRAINS SPALL DISCHARGE THROUGH AN OIL SEPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. THE SLAB WILL SLOPE FROM THIS LINE TO THE CENTER OF THE AREA AS DETERMINED BY THE DRAIN, u- SEPERATOR DRAIN tu �3 SEFERATOR FLAN OIL SEFERATOR CONTRACTOR- G, L, STEVE CONSTRUCTION IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE AREAS OF THE BUILDING TO THE 4" DRAIN. ZEPHYRHILLS, FLORIDA OIL SEPERATOIRS SHALL HAVE A DEPTH OF NOT LE55 THAN JOB NAME AND ADDRF55: 24" BELOW THE INVERT OF THE DISCHARGE DRAIN. THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS THAN AN 10" WATER SEAL. IT -SHALL HAVE A MINIMUM CAPACITY OF ro CU FT ROMA VENTURES 111 INC, FOR THE FIRST 100 SF OF AREA TO BE DRAINED, PLUS I CU FT FOR EACH ADDITIONAL 100 SF OF AREA TO BE DRAINED INTO THE PRIME STEEL BUILDINGS 4 SEPERATOR. 24'-8" u- a A TOTAL Of: 5650 SF OF AREA 15 TO BE DRAINED IN THIS uj PARCEL D" ZEPHYRHILS JU- BUILDING. THE 5EPERATOR TANK WILL BE REQUIRED TO HAVE A Q CITY AIRPORT CAPACITY OF AT LEAST 460 GAL, (U.S.). 1,45 GAL. I CU FT w ZEPHYRHILLS, FLORIDA tu tu AIRPLANE HANGER '1500 SF T, L. HANSON 4 ASSOCIATES INC. CONSULTING ENGINNEERS ENGINEERING eUSSINESS NO. EB5830 Post Orfics 15ox 1128 Dade Clt�, Florida 3352ro (352) 521-5848 Thomas L. Hanson, PE 38654 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUTSIDE EDSE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION IroO(3 OF THE FLORIDA BUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST 100'-0" SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, fRESIDENTIALAlp ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA151LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS t4- 1, 1 IDEMNIFY, AND DEFEND DESIGNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT- THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS T.L. HA SON F.E. 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