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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYSPASTURE LAND PO ce 2000, Inc. 9o3- 05-7a r: C.A.M. _ JULY 2018 4808 APPROVED BY: M.E• 10. 4808 File nryme: C: \ 4' HOG WII'E FENCE N 89.27'39"E 313.33' FD.1.R.& C. _ �— Io, WIDE PUBLIC UTILITY EASEMENT (LB6674) — — — — — I yr aa` ft IC Date pl-oJ J i d 15' WIDE DRAINAGE DITCH FD.MAG NAIL & DISK (LB6 OF BEARINGS (PLAT) Z z+ 5 EDGE OF WATER— Q ! \ / I \ F V) N� IU3m ?� m� m 4�- I o of O ��,� r POTABLE WATER VI L O WELHEAD � j^6 6 rn I 1,1aLW . CnWS GRG LUMNSt 5MVGYV'5 40.00 23.08' 5.58' 85.66 SB \ 60:00' (,�'0 N 36.71 26.34' SB \ PROPOSED" % N \ 47' 2 STORY RES9l4EWC3 + � a PROPOSED" o FIN.FLEL. all / / 83.33' S. AAA. I ION HAN,;r_:R $ CONCRETE APRON u �OP�� 1611 / z.33 o SB FIN.h }y or� WALK & DRIVE c �� � � fi7.D. o c 13rT7 w o8;17 a w I — � — — � 85. 616' [}P�1 \ �. �L�� 60.00' �J• 'L �13.86 ,0' �.'>• 0 1600 SF SB $ AVAILABLE •(A�� — — — p. FOR INSTALL O OF O.S.S.D.S. 9 a �F'� �`11I+W9 SB 11.5' rn CONOp,ETE b", COVERED ENTRY ' APROII N as OD N o0 ti 0 4 0 co p co (J1 0 0 18" I'AETALlel / CULVERT GRASS ROAD REVISIONS PROPOSED HOUSE, HANGER, SEPTIC & WELL 1/21/2019 C.A.M. FORM BOARDS 6/19/19 C.A.M. HANGER FORM BOARDS 11/20/19 C.A.M. Iz 9 k SITE BENCHMARK: NAIL & F AT TINT 8tELEVATION= 0.00 �ASSUI �18" METAL GUI VFR I 0 m C W r n c r G, FD, I.R.& C. (LB6674) F.P.L +95 6 TRANSFORMER L�-10' WIDE PUBLIC UTILITY EASEMENT FLOOD ZONE " X " (PANEL NOT PRINTED) 40 40 80 120 cc 1" = 40' LEGEND: P. = PLAT TVL NEASURED C. = CALOJLATER D. = DESCRIPTION I.R.& C. = IRON ROD AND: CAP W.C. - WITNESS CORNER C.M.=CONCRETE MONUMENT LP. = IRON PIPE N- & D. = NAIL AND DISK P.P. = POWER POLE L.P. - LIGHT POLE O.H. W. - OVERHEAD WIRES ASPH. = ASPHALT PAVEMENT T.P.L.=FLORIDA POWER & LIGII'I PD. = POUND P.C. = POINT OF CURVE r.T. = POINT OF TANGENCY P.C.C. = POINT OP COMPOUND CURVE P.R.C.=POINT OF REVERSE CURVE P.O.D.= POINT OF BEGINNING P.O.C. =POINT OF COMMENCEMENT. CJI. = CENTERLINE RIW = RIGHTOF WAX 1'.R.At PERNIANENTRFTERENCE MONUMENT P.C.P. = PERMANENT CONTROL POINT C. A - CENTRAL ANGLE (DELTA ANGLE) PYP =TYPICAL CONC. = CONCRETE SD SETBACK R = RADIUS DESCRIPTION: (SUPPLIED BY CLIENT) LOT 95 OF "TREASURE COAST AIRPARK", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGES 18, 18A THROUGH 18E OF THE PUBLIC [RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. LOT 96 HOUSE WELL AND SEPTIC "OUT OF RANGE" FORM BOARD LOCATION AND ELEVATION: JUNE 18, 2019 HANGER FORM BOARD LOCATION & ELEVATION: NOVEMBER 19, 2019 NOT VALID WITHOUTTIE SIGNATURE AND 1III3 ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR ANDMAPPER. (F.A.C. 5J-17) C.A. MITCHELL AND ASSOCIATES, INC. STATE CER�TIFICATE OF AUTH��Of�II,,ZATION NO. L84276 /(QSTABLISHED .,9657 ,­ CLINTON A. MITCNELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) 0 ae c a� 1536.65: PLAT) TO P.R.M. INTERSECTION �N F .MM6AG N7� AIL & DISK — 1536.73MEASURED) OF NAVION RD. & TWIN BEACH RD. 60' WIDE ROAD EASEMENT �-.. BASE OF BEARINGS 313.33' 20' JULY 12, 2018 ' ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. (F.A.C. 5J-17 ). BCANNEU BY St. Lucie County C.A. MITCNELL AND ASSOCIATES, INC. PROJECT SHT. NAME SHT. NO. LAND SURVEYOR'S*MAPPERS*GEOMATIC CONSULTANTS LOT 95 OF TREASURE COAST AIRPARK, ST. LUCIE COUNTY, FLORIDA. BOUNDARY AND TOPOGRAPHIC SURVEY ONE 4808 759 S.W. SOUTH MACEDO BLVD.,PORT ST. LUCIE, FLA. ONE 772-878-7547 LOT 94 "VACANT" PASTURE LAND 4' HOG ;IkE FENCE N 89*27'39"E 313.33' 1 _ 10' WIDE PUBLIC UTILITY EASEMENT Z " / + y EDGE OF WATER— 0 0 e m41 m;Fy I o of C0 u Go m O POTABLE WATERul OPROPOSED WELL HEAD 0) I (D 0 U12 23.D6 5.58, 85.66' 0 4-0,00 7� N 36.71 25.34' S B \\ "PROPOSED" N Y _01 2 STORY RE,yWEWCL +19 PROPOSED" 47' FIN.FL.EL.= N / 83.33 o 05 1al / 0 1 o q AVIATION HANGER $ CONCRETE APRON o or, , 1�0 / 233 �" Q � u SB _ _ FIN.FL.EL.= WALK &DRIVE Oi? 17o7.0'W N6.17 85. �6' \ Q 3.6e 1600 SF SB g I 60.00' 1 N FOR IAVAILABLE > NSTALL 0 9OF O.S.S.D.S. 9 4 ++9 +0 40.00 w 60.00' I_ 40_ SB COVERED _ _ _J M5 ENTRY m CONCRETE N APRON Ili W N 45' O 15' WIDE DRAINAGE DITCH FD.MAG NAIL & DISK (LB6674 BASE OF BEARINGS (PLAT) 41y W LTI aJ CTI 0 0 -1B" METAL+e! / CULVERT � CRASS ROAD S. TINE AVION R( 39*27939of Iz 0 � I L79- h NJ I +0 0l r18" FD, I;ft.& C. (LB6674) FLOOD ZONE " X " (PANEL NOT PRINTED) 40 0 40 80 120 Scale 1" = 40' LEGEND: P.=PLAT M.=MEASURE'D C. = CALCULATED D.=DESCRIPTION Y.R.& C. = IRON ROD AND CAP W.C. - WITNESS CORNER CM. =CONCRETE MONUMENT I.P. = IRON PIPE N. & D. = NAIL AND DISK P.P. -POWER POLE L.P. -LIGHT POLE O.H.W. = OVERHEAD WIRES ASPII = ASPHALT PAVEMENT P.P.L.=.FLORIDA POWER & LIGHT FD.=FOUND P.C. = POINT Or CURVE P.T. = POINT OF TANGENCY P.C.C. = POINT OF COMPOUND CURVE P.R.C. = POINT OF REVERSE CURVE P.O.B. - POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT C/L = CENTERLRNE R/W = RIGHT OF WAY P.R.M. = PERMANENT REFERENCE MONi01MENT P.C.P. = PERMANENT CONTROL POINT C.A. = CENTRAL ANGLE (DELTA ANGLE) TIT. - TYPICAL CONC. = CONCRETE SB = SETBACK R=RADIUS DESCRIPTION: (SUPPLIED BY CLIENT) LOT 95 OF "TREASURE COAST AIRPARK", ACCORDING TO THE PLAT THEREOF, AS RECCRDED IN PLAT BOOK 26, PAGES 18, 18A THROUGH 18E OF THE PUBLIC RECORDS OF ST. LUCIIE COUNTY, FLORIDA. SAID LANDS 'SITUATE IN ST. LUCIE COUNTY+, FLORIDA. LOT 96 HOUSE WELL AND SEPTIC "OUT OF RANGE" FORM BOARD LOCATION AND ELEVATION: JUNE 18, 2019 ADDITIOD;S OR DELETIONS TO SURVEY MAPS OR.REPORTS I3Y OTHER THAN TI-IL SIGNING PARTY IS PROHIBITED WITHOUT TEM WRITTIEN CONSENTOF THE SIGNING PARTY. ( F.A.C. S.i..t7 ). C.A, MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 I I CLINTON A. MIITCKELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) CT"NSI"ORMER NOT VALID WITHOUT TILE SIGNATURE AND THE ORIGINAL RAISED SEAL OF — —.- — THE FLORIDA LICENSED SURVEYOR — WIDE PUBLIC _/'� UTILITY - EASEMENT ,— AND MAPPER. ( F.A.C. 57-17 ) 0 g 1535.65: PLAT) TO P.R.M. INTERSECTION ag FD.MAG NAIL & DISK 1536.73MEASURED) OF NAVION RD. & TWIN BEACH RD. 20' .I.- LIX674) — — — — — , o 60' WIDE ROAD EASEMENT 3.33' Q14 �O C.A.M. JULY 2018 4808 APPROVED @/ M.E. REVISIONS PROJ, NO. 4808 PROPOSED HOUSE, HANGER, SEPTIC & WELL 1/21/2019 C.A.M. DWG. File name: C:\EPSA\4808 FORM BOARDS 6/19/19 C.A.M. C.A. MITCHELL AND ASSOCIATES, INC. PROJECT LAND SURVEYOR'S*MAPPERS*GEOMATIC CONSULTANTS I.OT 95 OF TREASURE COAST AIRPARK, ST. LUCIE COUNTY, FLORIDA. 759 S.W. SOUTH MACEDO BLVD.,PORT ST. LUCIE, FLA. 772-878-7547 SHL NAME I N1. Nu. ON BOUNDAR`r` AND TOPOGRAPHIC SURVEY OF E ONE E I ;, PASTURE LAND LOT 94 "VACANT" 15' WIDE DRAINAGE DITCH FD.MAG & DISK OF BEARINGS (PLAT) .4' HOG WIRE FENCE N 89°27'39" E 313.33' 1� 10' WIDE PUBLIC UTILITY EASEMENT Z J�,° ! * EDGE OF WATER— 6`' O i of (n I o 0 , C U)41 CO cD NO I -PROPOSED POTABLE WATER ' / WELL HEAD 16, rn I I� I O 1 O > 12' \ 23.0a' 37.9' Nam, 85.66' O 4Q,QQ' ro 36.71 25.34' Ao SB SB \ 60.00, N s "PROPOSED" / w g 2 STORY RESIDEDfC�E +49 47 FIN.FL.EL.= / 1II 83.33' o \PROPOSED" g o q AVIATION HANI'GER g CONCRETE APRON u o_ // z.331 c.� .,1 _ _ SB _ FIN.FL.DL` WALK k DRIVE p 81 fi7.o'W oa,17u r 85.66' 60.00' �ry 1600 SF AVAILABLE S gl t�q/I3.66 w c FOR INSTALL P OF O.S.S.D.S. 0 4' ++9' +� I+g°j 40.00' N 60.00' L 40'_ J SB — _ 11.5' w COVERED ENTRY m CONCRETE cz IQ APRON (n O W N 45' r O 5 Wcr mp 0 0 +�h eti / —18" METAL+�� / CULVERT GRASS ROAD S.W..ANAVION ROA S SITE 12 to z `A FD, I.R.& C. (LB6674) U I 0 II�j I F.P.L +s 6 TRANSFORMER �18" METAL �— WIDE PUBLIC UTILITY EASEMENT 313.33' FEWAG NAIL & DISN jJM6741 — 60' WIDE ROAD EASEMEI LOT 96 HOUSE WELL AND SEPTIC "OUT OF RANGE" FLOOD ZONE X �• 0 40 80 1211 LEGEND: P. - PLAT Al. MEASURED C. = CALCULATC0, D.�=DESCRIPTIVN I.R.& C. = IRON FAD AND CAP W.C. =WITNESS CORNER C.M.=CONCRETE MONUMENT I.P. =IRON PIPE N. & D. = NAIL AND DISK P.P. =POWER POLE L.P. = LIGHT POLE O.H.W. = OVERHEAD WIRES ASPIL ASPHALT PAVEMENT F.P.L. = FLORIDA POWER & LIGHT FD.=FOUND P.C. = POINT OF CURVE P.T. = POINT OF TANGENCY P.C.C. =POINT OF COMPOUND CURVE PR.C.=POINT OF REVERSE CURVE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT CIL = CENTERLINE R1W = RIGHT OF'WAY P.ILM. - PERMANENT REFERENCE MONUMENT P.C.Y. = PERMANENT CONTROL POINT C.A. - CENTRAL. ANGLE (DELTA ANGLE) TYP. = TYPICAL CONC. = CONCRETE SB = SETBACK R = RADIUS DESCRIPTION: (SUPPLIED E'Y CLIENT) LOT 95 OF "TREASURE COAST AIRPARK", ACCORDING TO THE PLAT THEREOF, AS RECORDED iN PLAT BCOK 26, PAGES 18, 18A THROUGH 18E OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 CLINTON A. MITCHELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) 1536.65' (PLAT) TO P.R.M. INTERSECTION 1536.73' (MEASURED) OF NAVION RD. & TWIN BEACH RD. JULY 12, 2018 NOT VALID WITHOUT THE. SIGNATURE AND TIC; ORIGINAL RAISED SEAT: OP THE FLORMA, LICENSED SUI2VP-,-,'}OR AND MAPPE.sR. (F.A.C. 5J-17 ) ADDITIONS OR DELETIONS TIONS TO SURVEY MAP,s OR RE OR LS By O I IIERTHAN 911E SIGNING AR'I'V 14 "ROIdMET D WITHOUT TIM 4Aq,'. TPRN CONSFIVIOF THFSIC,TiINGPARIY (P.A.(" 5J 17). DRAWN BY: C.A.M. APPROVED BY: M.E. REVISIONS C.A. MITCHELL AND ASSOCIATES, INC. PROJECT SHT. NAME SHT. NO. PROPOSED HOUSE, HANGER, SEPTIC & WELL 1/21/2019 C.A.M. ' * * LOT '-)5 OF TREASURE COAST AIRPARK, ST. LUCIE COUNTY, FLORIDA. ONE DATE: JULY 2018 PROD. NO, 4805 _ LAND SURVEYOR `S MAPPERS GEOMATIC CONSULTANTS BOUNDARY AND TOPOGRAPHIC SURVEY OF 4808 4808 DWG. File name: C:\EPSA\4808 _ 759 S.W. SOUTH MACEDO BLVD.,PORT ST. LUCIE, FLA. ONE — 77'D—R7R-7r,A7 hwlI BUILDING LOAD SUMMARY BUILDING CODE: FLOR�D,g ��IlypJ ..CO_I� .__,___ ED: hi'LlILT10N JOB LOCATION: _PORT ST LUCIE, FL_ >>> ROOF LOADS: Dead Load: 0.93 psf Live Load: _20 psf Tributary Reduction: —x Y - Collateral Load: — 0 psf Sprinkler Load: O psf Ground Snow Load: =L psf Flat roof Snow load: N A psf Snow exposure: NIA . Snow Importance: NL Thermal Factor: N/A >>> WIND LOADS: Wind Velocity (ULT): 160 mph Fastest Mile: N/4 3—sec Gust: X Wind velocity (ASD): ? 24 mph Risk Category: _I>! _ Wind Exposure: C Enclosure: 0 Encl ❑ Partial ❑ Open Internal pressure coefficient: ± 0.18 Components and Cladding (unfactored): Zonet +34.52 / —54.82 psf Zone 4 +59.9 / —64.97 psf Zone2 +34.52 / —95.43 psf Zone 5 +59.9 / —80.2 psf 7­7 +34.52 %—141.11 "r >>> EARTHQUAKE LOADS 0 Base Seismic Force Resisting System: ___ N/A Design Base Shear: Analysis Used: N/A_. Seismic Importance: N/A Risk Category: NI/d Site Class: N/A Seismic Design Category: N/A S(S): N/A r; S(1)' ..wlh C(S): A R: _NjM >>> MEZ7e.WN£ LOAL,:. Dead Load: N/A psf Live Load: N�A psf Reductions >>> OTHER LOADS: NONE . ram.. IMPORTANT - -- PLEASE READ THE FOLLOWING: _ DOOR PRESSURES (PSF) OTY _DESCRIPTION APPROVAL # I DESIGN INTERIOR DESIGN EDGE RESISTANCE 3 30705—W SOLID WALK DOOR WITH LEVER LOCKSE7 FL22211 ' 34.20 / —37.25 +34.20 /—44.65I +50.0 •_�-.. >>> DEAN STEEL BUILDINGS, INC. ACTS AS A RESELLER OF THE ABOVE LISTED ACCESSORIES >>> DEAN STEEL. BUILDINGS, INC. CERTIFIES THE LOADS APPLIED DO NOT EXCEED THE MANUFACTURER'S STATED RESISTANCE PRESSURE. >>> General Leon Steel Buildings, Inc. standard product specifications oppN. unless stipulated otherwise on the Dean Steei Buildings' ourchdasraefber. Dean Steel Buildings design practices, manufacturing processes, accessories and warranties will govern the work. A Dean Steel Buildings Standard Specifications -Brochure is available upon request. The builder/contractor is responsible for the setting of the achar bolts and the erection of the steel building components 'n accordance with Dear. Steel Buildings, Inc. "For Construction" drawings. >>> Unloading Check—out and Shortages: It is essential, while unloading your Dean Steel Building, to verify that all components listed on the shipping papers were octuoly shipped. The actual quantities of the items on each truck are circled on the shipping papers. Any items found to be shipped short, or in direct conflict with the shipping papers should be noted on the driver's report. This serves two purposes: 1) You, as the erector, will be aware that a particular item is missing and can temporarily work around it; 2) it lets us know that we have a problem and allow us to react quickly. This system eliminates the discovery that something is missing at the time you need it to erect the building. Taking the time to properly unload the job and check it allows for proper placing of the parts around the job site, which should expedite the ereFtlon process. Dean will do its utmost to fill any reported shortages as quickly as possible. Once the erector, or owner, signs that he has received the goods and accepted them as b®ing complete, we can only assume that shortages after this point are missing due to job site theft. All claims fps damage or shortage must be presented, in writing, to the carrier --either Decn Steel Buildings, Inc., or common carrier, within Seven days after receipt of materials by purchaser. Failure to do so voids any claim. >>> Storage and Protection of Materials: A Galvanic action known as "white rust" may result when aluminum, galvanized, or the galvanized pre —painted coating on piled flat sheets or nested formed sheets becomes wet from rain, condensation, or other causes. Under certain weather conditions this "white rust" can happen in as little as 24-48 hours. Gelvalume coated sheet is susceptible, as is galvanized sheet, to wet storage staining. However, due to the composition of the coating, the sheet surface will develop a dark gray discoloration as opposed to the white oxide that develops on galvanized. Formed pre —painted sheets must be protected from moisture, in the some manner as plain galvanized or Galvalume sheets, if they are in contact with other sheets. The sheets must be properly packaged and stored. It is important upon receipt of material to examine packages for damage. Builders should take prompt action where cuts, tears, or other damage is evident. If moisture is present the panel should be dried at once. Panels that cannot be stored out of the elements should be re —stacked individually and spacers put between the panels, so that individual panels can have air circulated around them non—metallic spacers; i.e., wood, cardboard, etc. ). Bundled panels should be off the ground sufficiently to prevent rising water from coming in contact with the panels. Bundled panels should also be slanted so that any condensation may be drained off. All bundled panels should be thoroughly covered with a waterproof canvas tarp. Do not use non —breathing materials such as plastic because they prevent air passage and tend to trap moisture in the bundle. Roof and side panels should be erected as soon as possible after their arrival at the job site. If prolonged job site storage will be required, the builder is advised to seek storage of the panels out of the elements. >>> Proper Erection Practices: Dean requires that erection of its products be done by experienced pre—engineered metal building assemblers. Erecting and construction methods should be performed as outlined in the "American Institute of Steel Construction Code of Standard Practices for Steel Buildings and Bridges, Part 5." In addition, the erection policies and practices of both the SBA Independent Erectors Division, and MBMA erection practices must be understood and adhered to. The quality of erection has a direct bearing on the quality of the end product. If there are any questions as to these drawings on the Dean Steel Building system, please do not hesitate to contact our Customer Service Department (239) 334-1051. Temporaiy supports or bracing required for the building e-ection is the responsibility of the erector to determine, furnish and install. >>> Back Charge Claim Procedure: Dean Steel Buildings, Inc., follows the back charge claim procedure adopted by MBMA and as outlined in the MOMA tow Rise Building Systems Manual, Common Industry Practices Section 6.10. The Customer Service Manager must be notified at once when a condition becomes apparent, which may result in back charge by the builder or erector. Notification by phone must be confirmed in writing. Some approximation of the amount of the back charge must be established at this time, and a written authorization from the Customer Service .Manager must be secured before the work is started. Dean will not honor any field corrections or back charges unless prior notice has been given and agreed upon. All discrepancies must be agreed upon, in writing, and accompanied with a Dean purchase order number before Dean will honor any back charges. Dean will then pay this agreed amount upon presentation of a final claim. Payment will be by credit memo to the Builders account. Any work which is undertaken without such notification and authorization, for which the builder expects to bock charge Leon, will not be honored as a back charge. Should a discrepancy exist, Dean may elect to do one of the following: 1) Ship material from its plant for field correction ( freight allowed ) 2) Purchase material locally ( or allow builder to do so ) for field correction 3) Modify existing materials previously shipped to conform to requirements 4) Return material to Dean's plant for exchange or modification requirements When delivery is contracted by Dean, it is our carrier's intent to arrive on the job site at a pre —designated time and every effort will be made to do so. However, Dean will not accept any "back charges due to late arrivals. Dean Steel Buildings, Inc., shall not, however, be liable to builder In any way or for any reason on account of any change in Dean Steel Buildings, Inc., product lines. Dean will not pay any back charges for delays that may be incurred due to shortages. Dean will not pay any claims on improper unloading of material, improper, storage of material, or delays or damages caused by improper erection techniques. Dean Steel Buildings, Inc,, may make changes from time to time in their product lines by discontinuing, altering, or modifying any or all of the products included therein and by adding new and additional products thereto. r �—SHEETING -- FRAMING SCREW STITCH SCREW_ PANEL TYPE APPROVAL. # —FL3774.1 MATL` COLOR I MARK PART SPACING MARK PART # SPACING ROOF RIB-12 26 GAGE GL2 ' 07 HW5510 12" C.C. © HW5502 12" O.C,^ WALLS RIB-12 FL3775.1 26 GAGE AS2 7 HW551C 12" O.C. HW5502 12" O.C. HIDR. DOOR DOOR SHEETS RIB-12 26 GAGE AS2 O HW9061 12" O.C. © HW5502 12" O.C. SOFFIT RIB-12 26 GAGE AS O7 HW551C 12" D.C. © HW5502 12" O.C. ALTHOUGH WE TRY TO MAKE ALL DRAWINGS AS ACCURATE AS POSSIBLE, ANY DRAWING MARKED AS PERMIT OR APPROVAL HAS NOT BEEN FINAL DETAILED OR CHECKED. THE CUSTOMER ACCEPTS ALL RESPONSIBILITY FOR USING PERMIT OR APPROVAL DRAWINGS FOR ANY PURPOSE OTHER THAN OBTAINING A BUILDING PERMIT OR REVIEWING THE DETAILS FOR CONTRACT COMPLIANCE. THIS SET OF DRAWINGS IS FOR ■ PERMIT o CONSTRUCTION C FLASHING _ —_`—! GUTTER — _ MATL_ 25 GAGE f COLOR —AS EAVE FLASHING RAKE '- ^ 26 GAGE 26 GAGE AS AS DOWNSPOUTS 26 GAGE AS CORNERS 26 GAGE I AS FRAMED OPENINGS 26 GAGE I AS OTHER 26 GAGE AS llANE NO.7018 * e STATE OF •,'�O RIOP SCANNED BY St. Lucie County " ~FM20683 DRAWN DATE RMQ 1/18/19 S113-n, BUHMINGS, INC. 2929 INDUSTRIAL AVE, RMQ 1/18/19 FORT MYERS, FLORIDA SHEET NUMBER 33901 1 OF 5 C �j.�Ite C. FILE Copy P PERMIT 1/ 22/19 AN ISSUE REVISION DATE BY CUSTOMER , MIKE MARSHALL PROJECT HANGAR JOB INFORMATION 3/4' L T- 3 1/2'L 2 1/2' Fy = 80 K.S.I. I RIB--6 PANEL SECTION PROPERTIES MATERIAL NOMINAL LOAD IN LOAD OU7 MATERIAL THSY.MICSS Ix Sx Ix SX (IN 4/FT:) (IN. 3/FT.) (IN. 4/FT " .,7N lFT, 0.0182 0.0331 0.0127 1 Ci 0314 ; 0,0486 0.01/� i UU4 4 ' THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED B)' THE FIRST, SECOND, AND FOURTH CHARACTERS OF THF' PART NUMBER. _RS A RIB-6 � T END CUT CODE J A = SQUARE END B = LEFT SLOPE C = RIGHT SLOPE a - 27 07 TT LT LENGTH TEND CUT SLOPE L— 4 = 24GA 6 = 26GA 00 L- LENGTH IN SIXTEENTHS LENGTH IN INCHES IN FEET CODE NOTE o SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1985 AISI ('0LD-FORMED STEEL DE.561v MANUAL IN00ING 1989 ADD£NDUMS. 2) ALL STEC ..L8.,;72A(ES ARE MANUFACTURED IN ACCORDANCE TO A fi"r76w1�lONS.,,., ROIEcpl,,E COATINGS SHAI:L /PER SF t Lr ris Id A525 -- .. OR GALMALU.ME." AZ55, 0,55 OZ./PER SF. ASTM A792 SPECIF7C4770NS=-*^�°`R" N, SLOPE CODE SCHEDULE A=0.0112 H=3,5"12 0=7.042 B = 0512 J = 4,042 R = 75,12 C=1.042 K=4,5"12 S=8.042 1)=1.5"12 L=5.0d2 T=8.5"12 E=2,0"12 M=5.5d2 U=9.0Ci2 F=2.512 N=6.0d2 V =9.542 B = 3,0112 P = 6.5,12 W = 10,0112 1 1/4 �» hiE rt� ^ � "x 1 �' L is '.. t A R 1., AIN E L 'e e PANEL SECTION PROPERTIES 80,000 PSI MATERIAL NOMINAL LOAD ITC IN LOAD DUT - S% i% SX GAUGE THICKNESS (IN, 4/FT.) (IN, 3JFT.Y CIN. 4/FT.) (IN, 3/FT.) 26 GA 0.0198 0,0294 0,0283 0.0371 5500 24 GA 0,0258 0.0465 0,0481 0,0520 0.0671 `-PURUN'BEARING LEG (SEE NOTE 2) ------ --PANEL S'CT',N. tR0PERF» 50,0 A(T P5i ' MATERIAL NOMINAL LVAD .N—1 FDA➢ OUT s T- GAUGE THICKNESS sx , CIN. 4lFTJ (IN, 3/F M. 24 GA 0,0258 0.0547 0.0589 o,054r I1.0677 11� THE PROFILE .AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED 3Y THE FIRST, SECOND, AND FOURTH CHARACTERS OF THE PART NUMBER. RT A 6 - 27 07 00 P,113-12-7— j -- 00FJ—LENGTH IN SIX'E'E:NTHS END CUT CODE JTLENGTH IN INCHES A - SQUARE END T LENGTH IN FEET' B LEFT SLOPE END CUT SLOPE CODE: C - RIGHT SLOPE 4 = 2 4GA 6 = 266A NO,7- 1) SITC501NS PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD --FORMED STEEL DESIGN MANUAL INCLUDING 1989- ADDENOUMS. 2) PANELS WITH PURLIN BEARING LEGS ARE AVAILABLE IN RI8--12 CALVALUA"E ONI .3) ALL. STEEL SUBSTRATES ARE MANU56,CTUREC IN ACCORDANCE TO ASTiI4 A446 SPECIFICAPONS. PROTECTIVE COATNGS SHALL BE EITHER GALVANIZED, G90 1.25 07./PER Sr. MEETING AS'777d A525 OR a4LVALUWE,n AZ55, 0.55 OZ./PER CT{ AST, A792 SPECIFICATIONS. 4,) SHADOW PANEL IS INSTALLED AS A REVERSE RIB, THEREFORE THE LOAD -IN AND LOAD -OUT PROPERTIES ARE REVERSED. LENGTH FLAT WASHER CRESCENT WASHER CABLE BRACE THE CABLE BRACING DIAMETER IS DENOTED BY THE --HEX HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. XC 24 9 5 CABLE BRACE �_ T T —C 4 1/4' DIA, 5 = 5J16' DIA, 6 3J8' DIA L L 7= J/lo' DIA, 8= I/2' DIA LENGTH IN INCHES LENGTH IN FEET LENGTH FLAT WASHER �j�--CRESCENT WASHER THE ROD BRACING DIAMETER IS DENOTED BY THE HEX HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. XB 24 9 5 RDD BRACE �— —4 = 1/2' DIA, 5 = 5/8' DIA, 6 = 3/4' DIA 7 - 7/9' DIA, B = W-V DIA -LENGTH IN INCHES LENGTH IN FEET CEE SECTION PROPERTIES 'D' 'B" MATERIAL If, 'd' IX 1n.4 SX (n.3 0` 8' 2 1/2' 14 GA 0,0747 3/4' 9.716 2.429 0'-8" 2 1/2' 12 GA 0,1046 3/4' 13,311 3,328 0'-10' 3 1/2' 14 GA 0_0747 3/4' 20.863 4173 0'-10' 4' 12 GA 0.1046 3/4' 29,949 5.810 THE MATERIAL SIZE AND THICKNESS OF ALL PURLINS, AND GIRTS ARE DENOTED BY THE _SECOND AND SIXTH CHARACTER OF THE PART NUMBER NOTE 1) SECTION PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD -FORMED STEEL DESIGN MANUAL MCI.UOING 1989 AODEIJDUMS. 2) MINIMUN YIELD STRENGIN IS 55,000 RS.1. ( GALVANIZED MEMBERS ARE 50000 P.S.I. MINIMUM. ) l Y M B7 1Y 55 K,S,I, — R = 0.1875 C H A_ - -A 4 - 11 1112 CEE T f E LENGTH IN SIXTEENTHS E OR H = 0'-B' DEEP, T = 0'-30' DEEP H T I _E LENGTH IN INCHES PUNCH PATTERN — LENGTH IN FEET 4 = 14 GA, 2 = 12 GA ZEE SECTION PROPERTIES 'I) 'B MATERIAL 'f, 'd' IX In. 4� SX tn.3 0' 8i 2 1/2" 16 GA 0.059�' 8JEU 2,030 0 8' 2 1./2" 15 GA 0,0673 �3/4' 9,099 110,058 2,275 0 -8" 1 2 1/2' 14 GA 0.0747 3/4' 2.514 12 GA 0.1046 3/4' 13,847 3,462 0' 10' 3 112" 14 GA - 0.0/47 3/4" 21.960 4,390 01-1.0" 1/E' 12 GA 0,1046 3/4' ! 30.5210 V,i00 Ea k If, X 74E MATERIAL Slt'.E AND Tl(!C'KNESS GY ALL PIJRL(VS, AND G1RTS R-0'=87` Fy = 55 KS,I, ARE DENOTE,; BY ll;E S t,,.9AID AND SIXTH CHAKAC )? OF THE PART NUMBER L NOTE 1) SECNON PROPENr F.S AFE c;ALClAAIED IN ACCORDANCE K17H THE +986 ANSI COLD -FORMED �Y STEEL GOVON iANLY4 INCLUW,'e& i989 ADDENDVU S. 2) MINIMUN YIu.B. STRENGTH IS 55,000 P.S.I. ( GALVANIZED MEMBERS ARE 50,DCO P.S.I. MINIMUM } Z. E A - A 4 - 27 07 00 _ --:- ZEE --� 7 T T L..ENGTH IN SIXTEENTHS E = 0'-8' DEEP, T 0-10' DEEP I LENGTH IN INCHES - .PUNCH PATTERN �J L LENGTH IN FEET 1 6 = 16 GA, 5 = 15 GA, 4 = 14 GA, 2 = 12 GA EAVE STRUT SECTION PROPERTIES ( POSITIVE. BENDING ) 'D' -B. MATERIAL 'f' 'd' IX Ln. A1 SX In 3 IY In, 4 SY Ln.3 0' 5' 14 GA 0.0747 3/4' 15.581 3.895 6.624 1.351 0`-8" 0'-5- 12 GA 0,1046 3/41 21.335 4,979 9,341 1,970 THE SLOPE AND MATERIAL THICKNESS OF ALL EAVE STRUTS ARE DENOTED BY THE THIRD, FIFTH, AND SIXTH CHARACTER OF THE PART NUMBER. N07E 1) SEC770M PROPERTIES IRE CALCULATED IN ACCORDANCE WITH THE 1986 ANSI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2) MINIMUN YIELD STRENGTH IS 64000 P.81. ( GALVANIZED MEMBERS ARE 50,000 P.S.I. MINIMUM. ) ES N - N 4C - 24 1111 12 EAVE STRUM T L LENGTH ININLENGTH IN SI%TEENYHS IN INCHES N = LOWSSDE SLOPE LENGTH IN FEET R = HIGHSIDE SLOPE- 4 = 14 GA, 2 = 12 GAT SLOPE CODE xxD 111A N E1Qn 14G.. V � 4\li GlYs�•. r.Y _ • N0.7018C��,�a STATE OFJOB NUMBER ......16N�,� FM20683 ••... .. ///!yy//��lIII111AIt111AAl�AA�X\\ t1 ,._ RMQ 1/18/19 STEEL BURZiAIG3, INr. 2929 INDUSTRIAL AVE, RMQ 1/18/19 FORT MYERS, fLIN2IDA 33901 2 OF cJ Fy = 55 K,S,I, I l—_ - P PERMIT 1/22/19 AN �II ISSUE L REVISION DATE BY I CUSTOMER , MIKE MARSHALL PROJECT NAME HANGAR DESCRIPTION , MATERIAL PROPERTIES 3 I j q °z cu I q t0 �D ' <: D- ' 815 BP 3 3 14 . N t 6 1 &> Lo c nr_ MARK _DETAIL, /�BP811 1 L DWG. N0. Will P, E - G OETAIL IS SIDEWALL "A 4' GAGE (TYP) I BP811- - { 3 3 roo` �Af'811 �3 3 BP811 3 3 20'-0' s- BP811 BP811 _ 3 3 3 3P8i1 �, 3 3 BP811a 3 3 0 I N 0 I v O O O I I I N ccu a 10 I/2' �j O I d 80'-0• SIDEve;ALL " SEC'T10N MARK y A DWG. ND:' WHERE DWG. NO. WHERE :.SECTION IS CUT - SEC77ON IS SHOWN WHERE ,.r-'...... �. SECTION KEY fir 1/ 4' POWER DRIVEN FASTENERS (Nor BY D.S.B.) STEEL LINEcu — la I a I A N i 33 I I 0'-1' ' 0'-1' SECTION A 33 WALK DOOR BOLT SETTINGS (3 REQUIRED, FIELD LOCATED) 0 I N EL 1/2' DIA. ANC. BOLTS ( AB -1 ) i 0 Ir a N N I $ I 2 112' -.!. I 33 I ( 1 I/2° 1 1/2' ANCHOR BOLT SETTING FOR O.H.D. (SEE DRAWING FOR LOCATION) (1) 12'-0" X 12'-0" REQUIRED FACTORY LOCATE NOTE 1 FINISHED FLOOR ELEVATION = 0'-0" ALL BASE PLATES ARE AT ELEV. O'-0" UNLESS OTHERWISE NOTED. ANCHOR BOLTS BY OTHERS MIATEkIA S, RNLS CONSTRUCITIF P! OF I7HEOFOUNDATTpNBLE DpRNTHEEDES BUILDINGS OR FOUNDATION LMBEDMENTS, ADEQUATE PROVISIONS SHALL BE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING AND ANY OTHER IMPOSED LOADS, ACCOUNTING FOR THE BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS IIF THE BUILDING SITE, THE DISTANCE OF THE ANCHOR BOLTS FROM THE EDGE ❑F' THE SLAB IS BASED ON DSB STANDARDS, THE ACTUAL SLAB SIZE MAY BE MODIFIED TO ACCOMODATE ACTUAL SITE CONDITIONS AND FOUNDATION DESIGN. QTY. PART # BOLT SIZE "A' '�' 'C" "D' PROD. 4 AB-1 1/2" X 0'-6' 1/2` 0'-6' 1 3/4" 1 1/2' B 7 56 AB-2 3/4' X 1'-3° 3/4' _2" 3" V -_3_° 3' 2' T AB-3 7/8" X 1'-'3" 7/8' 4' 1 -3' 3 1/2' 2° D I AB-4 1° X 1'-6" 11 4' 1' 6' 4' 3" AB-5 11 X 2'-2' 1' 4" 1 2'-2' 4° 1 3' AB-6 11 1/4' X 2'-0' 11 1/4' 4' j 2'-0' 13 3/4-1 3' SECTION B 33 2 1/2' 4.81 10.03 a a r a PL 1/2' L� z U a y l7 3 w L 7 U 0- y J U ww 1.O DL+1.0 LL .-- 4.59 9,74 1.0 DL * 0.6 WL CASE 2 9.00 . - { { 1.33 9.34 . $ 1 ! 1 14,91 11.36 15.71 FRAME REACTIONS AT FRAME LINES 0 `I'HRU- (�)— ( ALL REACTIONS IN KIPS ) LODL+0.6 WL 1,0 DL + LO LL CASE 2 + o- 4.81 10,02 IA. ANC, BOLTS -2 DETAIL BP811 3 3 3/4' DIA. ANC, BOLTS C AB-2 > 1 N -4j - PI_ 1/2' X 81 �0 7/8' DETAIL �L'815 S 3 0.6DL+0.6WL CASE 2 -4 " 1.67 1216 0.6 DL+0.6 WL CASE 2 + 8J7�.. I { 1.09 9.20� I I -„ 1,52 i 14.64 11 v9 15,55 12.00 FRAME REACTIONS AT FRAME LINE 1 ( ALL REACTIONS IN KIPS ) 0.6 DL+0.6 WL 0.6 DL+0.6 WL � ! I I I i j i I COLUMN REACTIONS AT FRAME LINE_ COLUMN REACTIONS AT FRAME DINE ®_ ( ALL REACTIONS IN KIPS) ( ALL REACTIONS 1N KIPS ) WALL SCREW ASSY. AT 6' 1 3/4'- BASE CLOSURE HW5552 All DIMENSIONS TO OF CONCRETE TEEL LINE BASE TRIM (AN1137) 1/4' DIA, MASONRY SCREW @ 4'-0' U.C, ( MASONRY SCREW BY OTHERS ) BASE TRIM DETAIL 3/4' DIA, ANC, BOLTS ( AB-2 > PL1/2'X8' DETAIL KBP811c, 3 3 Lu NO.7018 CL L) STATE OF '20RjOP 10NAL�S1 z� U u p�I LJ S Jan NUMMtK FM20683 DRAWN DATE RMQ 1/18/19 b1P.9L DURDING% INC. CHECKED DATE 2929 INDUSIRIAL AVE, RMQ 1/18i i9 FORT MYERS, FLORIDA TREET 33901 3 OF 5 F& S j� a�� GCi o FOR CONST. 1/22/19 AN ISSUE REYISIDN DATE BY CUSTOMER MIKE MARSHALL PROJECT HANGAR NAME DESCRIPTION ANCHOR BOLT PLAN FRAME REACTIONS _BASE PLATE DETAILS ID N N ID N N �—fh rW--� VT) y-T0 I I 1 1 1�—I.��L N N N RAJ V) Vi 0 w w w w w w �n �D w (U cU (11 (U N N N N N V) y -I V) V) V)�'r y V) G1 VI I�� FCT6-100200 �D w w cD w w w N N N N N 0.1 fU y V) V7 V) V) 47 V) --'•-����- (� 1'-01 w tD w N N N 4� V} V9 FST6J100200 _SOFFIT SHEETING I TYPICAL ON BOTH SIDEWALLS TYPICAL PEAK DIAPHRAGM SPACING 5'-7° 1 66'-7' I 2AT 2, 4A72 LAP LAP ruo rl-la CHI MH- - H- MH- MH- MH- E I ES2 ES2— ES1 I Z2 Z2 Zi +cam 1 Z2 2 }ca 1 _ 1 �(� 2 72 71 RR- RR- RR- I Z2 Z2 A 1 Z2 Z2 ZI _ _ 1 Z2 Z2 Z2 2 -1'_ ;s q ``�. I , 7 Y -1� - --- Z2 --�— 72 Z1 -- 1 �G3 i Z2 Z2 I +- Z2 Z1 J I 72 1 _ Z2_—_ — — Z2 1 Z1 P RR- Z2 RR- Z2 RR- ZI RR- I - Z2 Z2 zi _1_ Zp Z2 Z2 Z2I �MH- TFj - S2 _ _tS2 - _ ^H? C 1-1 E 0 )- 0 w Oc oD O o c 0 1a w w N W w Z a o IE I � O I r_s j Co ID i_ d of G c uo 0 0 z z Ii o a N N O CJ O O I i D w �a, cu N 1K w z Dc n (L IL a " S'(iJ1002 Ac SIDE. CH2621 T CHI cz ROOF FRAMING PLAN - ROOF EXTENSION ROOF EXTENSION SOFFIT SHEETING TYPICAL'ON BOTH ENDWALLS rrnc Mnnnnn 1J/ rHA<-Pnn7nn - I I I l L BASE CLOSURE Q Q HHWW5552 Q I i I EAVE STRUT - FOR -PART -NO_ SEE ROOF FRAMING PLAN Z4_ Z6 Z7 Z9 .- XC6 XC7 Z4 f -i' 26 z7 2 -1 L I Z9 _ I�-T Z8 ZS ZS 1 _1by I- I Z3 �Y -- - AN1137 CTYP7 I RC- 20'-0' 1'-6' ROOF EXTENSION RC - SIDEWALL "A " 20'-0' _ 16'-0' E.H. _ IV-4' _ 7'-4' 2'_6' _ 0'-0' -RC- 18'-11, 1'-6' ROOF EXTENSION H'W5552 N N ! N oIn w h W D, N ` I~. y y .�, y (, y Z15 ZEG-A5-210412 S15 RTC6J190302 o y y y y y y y y II y o 1 S16 RTC6J200302 o o FHT6-100200 0 Z16 ZEJ-J6-060608 S17 RTC6J210302 c o -J6-150608 I o u LJj o ZiS ZEJ-JG-150000 S18 RTC6J220302 I ID 0 o S19 RTC6J230302 L_ S20 RTC6.J120102 O 7 1 10 ! e} u ID R7C6J130102 (-ILNIJ ! ro N ^ o S22 RTB6J240302 110 y y y S23 RTB6J250302 Uo S24 RTC6J240302 BASE CLOSURE S25 RTC6J250302 HW5552 S -E, ! Rl A6-010400 T ��.a T �' C ,1 ` , A6-320000 22'-6 15/16' 18'-11 3/8' 16'-0' E.H. 15'-4' 111- 4' 7'-4° (TYP) 2'-6' STRAIGHT BEAM ENDWAIL TY " STRAIGHT BEAM CANOPY PROJECTION ___.. - -.___ CANOPY PROJECTION RC- rrac. Nnnann w/ r4lfaa-ann7nn I I 0 Vi o Vl fn � Vl I V) VI V) Vi Vi i Vl y N N N V) V) i I I IN L BASE CLOSURE QJAW5552 I 1 r ---EAVE-STRUT-_ FOR PART NO. SEE ROOF FRAMING PLAN -------- -- ------------------- _ Z4 Z6 Z7 Z9 - +- XCG -+ _ - - - - XC7 > -1` Z7 Z9 2 -1° Z4-- Z6 _-._.. Z8 ZS z5 - 1 1" _ Z3 F02 1 I 1 I AN1137 (TYP) 1 1'-6' ROOF EXTENSION RL'- 20'-0' RC - SIDEWALL "C" CH2621 RC 15'-6 1/4' 15`-D` 15'-6 1/4" T. 6'-1.1 3!4'" 46'-0 112' 60'-0' _. STRAIGHT LAM " v CANOPY rR3JECTRJN _ I''NDWAT:I' D - 16'-0' E.H, _ 11'-4' - 7'-4' 2'-6' RC- 181-11, ROOF EXTENSION 0 0 N 0 .D t- cuL. J ^ �- N FL-1 w w w w ID N w �D �D �D ID ID �O ID ID N N N N N N N N N N N N (U N (U (/.� FHD6-100200 HYDRAULIC DOOR PANELS NOTE, USE HW9061 (AS) TEK SCREWS TO ATTACH DOOR PANELS TO SECONDARIES BY OTHERS. USE HW5511 (AS) SCREWS TO ATTACH 8 PANEL TO PANEL & FLAS'HING TO PANEL ' 6 15/16' -11 3/8' '--0' E.H. - 4' 3i 3/4' STRAIGHT BEAM CANOPY PROJF.CTIDN v BOLT SCHEDULE CONN. QTY. SIZE A 4 1/2' X 1 1/4' HW5532 P 2 3/4' X 1 3/4' HW5536 R 2 3/4' X 2 1/2' HW5538 NOTE, ALL BOLTS TO BE HIGH STRENGTH WITH NUT AND WASHER. CONNECTION 'A' REQUIRES WASHER ON EAVE STRUT SIDE ONLY. 44� 04r C. ' g Q J2 i e�4 NO,7018�'G c •' e• > m NOTE I �� a •, STATE OF ` AND DO DIMENSIONS QT UN THIS SHEET INCLUDE SHEET ARE EETC, FOR TONS o�` ,, 20 R40P GR: NON CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. O/SNAL ...... SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES ALL DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION. NOTE 3 THE TYPE AND MATL. THICKNESS OF ALL FLASHING IS DENOTED BY THE 1ST, 2ND, 3RD, AND 4TH CHARACTERS OF PART NUMBER. (EXAMPLE, f JT_6-140100) FJT = JAMB FLASHING FOR RIB-12, FRA = RAKE FLASHING (STD,), T L 6 = 26 GA. GUA = SCULPTURED GUTTER, FWR = WALL TO ROOF FLASHING & 4 = 24 GA' OCT = OUTSIDE CORNER FLASHING FOR RIB-12, ETC. JUC MI.1"MY F M20683 RMO 1/18/19 tEm _CRE=D DATE 2929 INDUSTRIAL AVE. RMQ 1/18/19 FORT MYERS, FLORIDA SHEET NUMBER i 33901 4 OF 5 �' P PERMIT 1/22/19 AN 1. ISSUE REVISION DATE BY CUSTOMER MIKE MARSHALL PROJECT HANGAR NAME , DESCRIPTION , ROOF FRAMING PLAN SIDEWALL & ENDWALL _ELEVATIONS _ _J _FIELD LOCATED ACCESSORY SCHEDULE f NOTE ! �K - ---� DESCRIPTION -_-jj REFER TO D.S.B. STD. DETAIL BOOKLET (FIG. 36) FOR A - 3070 CECO FOAM INSULATED DOOR LEAF' W/FRAME & WALK DOOR INSTALLATION DETAH S. LEVER LOCKSET (CYLINDRICAL OPERATOR) (+50.00 / -50.00 PSF) W-1 4' THICKNESS INSULATION FOR RLOF & WAL.LS, 6' TABS & STARTER ROLL RZ i 11 L/A� 4.0000 MH- wI N MH- 0 ROOF EXTENSION i i i I I I I i i 1 I SLIP CONNECTION THE NUTS ON THE CONNECTION ARE FINGER TIGHT WITH AN EXTRA BACKUP NUT (HW5597) TO PRLVENT 'WORKING OFF, PURLIN RR - THE CENTER. OF THE FOLI WDULD BE I LOCATED TO ALLOW ?'HE REQUIRED I--- J II UP AND DOWN MOVEMENT OF RAFTER S&CTION 8' 6' I 58 _ 3" -OI;T In C':1T COLUMN FLANGE 8 60'-O iL_:i I THE TO STEEL LINE �..- __,.,_�—._ __� r .._6• STRAIGHT BEAM STRAIGHT BEAM CANT,;"Y PROJECTION - CANOPY PROJECTION I`RAME r POSS S`EMOW- - _ ' INES HRU 5 7 8'�L STRAIGHT BEAM CANOPY PROJECTION R2 4,0000 / In• 58'-8' OUT TO OUT COLUMN FLANGE 60'-0' STEEL LINE TO STEEL LINE FRAME CROSS SECTION AT FRAME LINE Fwm % 8. STRAIGHT BEAM CANOPY PROJECTION BOLT SCHEDULE I CONN, Q', Y, SIZE 4 1/2' X 1 1/4' HW5532 B ECA 8 3/4' X 2" HW5537 10 3/4' X 2 1/4' HW5602 NOTEI ALL BOLTS TO BE HIGH STRENGTH WITH NUT AND WASHER, CONNECTION 'A' REQUIRES WASHER ON SAVE STRUT SIDE ONLY. I RAKE FLASHING (FRA6--200700) (2) FJCG-060100 (2) FH76--060410 o b o b O O O O N N 0 0 0 ID U 10 10 U W FLIT (U N N N ROOF SHEETING FLANGE BRACE I FRAMED OPENING REFERENCE TABLE----REE��FER��ENCE--- TABLE REFERENCE TABLE REF NPD REF _t REF --OPENING SIZE ^— NPD N-- NUMB NUMB NUMB R1 RTZ6J020800_ BAI ANF4--010801 F'01 12'-0' X 12'-0' �CJX-A2-130100 R2 RTA6-320600 BA2 ANF4-030010- (FACTORY LOCATED) CHA-A6-111112 BA3 ANF4-030009 F02 3'-0' X 4'-0' CA-A4-070213 (FIELD LOCATED) CHA-A6-021112 NOTE 1 REFER TO D.S.B. STD. DETAIL BOOKLET (PG'S. 37 & 38) FOR FRMD. OPNG. & TRIM DETAILS. - -- -------- -- — - 15'-4' I CHA-A6 i1111s' 9 d cu N _.I ai /-CL3019 i ¢ (TYP) 2'-6' u 01-0' — 4'-0' I- 12'--0' 4'-0' 12'-0" X 12'-0" - FRAMED OPENING i .1 REQUIRED ' ROOF EXTEN .. DiN I I HW5502 (AS) @. 1'-0' []:C: TAPE SEALER (HW5775) KE ANGLE (AN1219) PURLIN 2U FHT6-030410 a a) OD ID F02 N (u �^ FWSG-030410 u FCI.3190 / CL30W (TYP) CHA-A4-Oc1112 ----- ------ - --. 4 CHX-A4-110i00 - � 3j1� .:HX-A4 7 111 v 'S° SILL HEIGHT CHA-A4-021I ""I CL3013 / CL3010 (TYP) 112 FIELD tt I II 3'-0' I FIELD -° LOCATE LOCATE 3'-0" X 4'-0" FRAMED OPENING ROOF PNL: ( 2 REQUIRED) I RAKE ANGLE' HW5510 (AS) @ 1'-0' C,C: - i �(AN1219)-- -- ----------r ------ I ------------------ ----------------------- NOTE, 1„ THE HIGH STRENGTH BOLTS & WASHERS SPECIFIED FOR USE AT THE COLUMN & RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5(C) OF THE A,I,S,C. SPECIFICATION STRUCTURAL .JOINTS USING A.S T,M, A-385 OR A-490 BOLTS 2. ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS, EXCEPT CONNECTION 'A' REQUIRES A WASHER ON THE EAVE STRUT SIDE ONLY 3. ALL DEPTHS SHOWN ARE WEB DEPTHS ONLY AND DO NOT INCLUDE FLANGE THICKNESSES, 4, FLANGE BRACES ARE 1 3/4' X 1 3/4' X 14 GA. ANGLE ALL FLG, BRACES ARE LOCATED ON BOTH SIDES OF THE FRAME UNLESS NOTED OTHERWISE. PEAK PURLIN 1S FLANGE BRACED ON ONF SIDE ONLY. FR4MF_S AT BLDG. ENDS REQUIRE FIG. BRACE ON ONE SIDE ONLY. 5, RIGID FRAME RAFTER PART NUMBERS ARE LOCATED ON THE TOP FLANGE OF THE UPHILL END OF THE RAFTER. 6. RIGID FRAME COLUMN PART NUMBERS ARE LOCATED ON THE OUTER FLANGE. AT THE TOP OF THE COLUMN. 7, DIMENSIONS SHOWN ON CROSS--SECTICN ARE MEASURED AT THE COLUMN BASES ONLY. THE WIDTH MEASURED AT THE EAVE'CAN BE WIDER DEPENDING ON COLUMN OUTER FLANGE THICKNESS CHANGES. B. RIGID FRAME IS SYMMETRICAL ABOUT CTR, LINE PURLIN SOFFIT PANEL j/ II c i @ A307 BOLT 1/2' X 1 1/4' 3/4' X 2' A325 BOLTS — 00 (S27) / i HWA3)0 HW5534 W/ NUTS HW5586 (HW5537) w FRFG-100200 —� i @ PURLIN i ¢ Of o HW5510 (AS) @ 6' O.C: OUTSIDE CLOSURE i i © 3/4' X 1 3/4' A325 BOLTS (HW5553) i (HW5536) / c HW5510 (AS) @ 12' O.C. i i SU 1/2'0 X 11/2' A307 BOLTS i / tF'G .4C` 22'-6 15/16'-0--- i W NUT (HW5535/HW5586) 18'-11 3/8' i i 3/4' X 2' A325 BOLTS j G 15'-4' I (HW5537) ' i y- C� c G�lw' a i �- J I _ N a 3 iyI ?f (CL3172) INSIDE CLOSURE (HW5552) \ HW5510 (AS) @ 6' O,C, 14'-5 1/2'-- DRIP FLASHING __J (FHT6-100200) CHANNEL CLIP 03 GG NOTE 1 CJ- `• BO SiR FIELD DRILL i3116- DIA. PSP�I HOLE IN RAFTER PLATE AS REQD. CPC FOR PIPE STRUT ATTACHMENT. P" '�G�rySF ''•.' i dt/ 4 •: (2) 1/2'0 X i 1/2' A307 BOLTS 7��g� •'• �._-- W NUT (HW5535/HW5586) = e NO. *• gTATE � • ��- ' Qp� W )NUT) HW5557/HW5586)AL NEAR BOLTS I 1 — SEc`ri0N CC P PERMIT 1/22/19Ry 4 5 'ISSUE REVISION DATE �JUU NUMBLK y FM20663 "a R Q 1/ 1-- 8 19 STRA'I, BUILDINGS, INC. 2929 INDUSTRIAL AVE. RMQ 1/18/19 FORT MYERS, FLORIDA 03901 5 OF 5 CUSTOMER , MIKE MARSHALL PROJECT HANGAR DESCRIPTION , FRAME CROSS SECTIONS DETAILS FOUNDATION NOTES PLAN NOTES *TIMBERRE ELECTRICAL NOTES 8. 5TRUG'NRAL WOOD AND TIMBER FRAMING SHAH L CONFORM TO THE F�G�INIRAINOTES PREPARED U51W THE FLORIDA BUILDING GORE 201E EDITION. I. A IRMANENT SIGN WHICH IDENTIFIES THE TERMITE 1RFAIMENT PROVIDER AND NEED GON51TRI1GTION MANIAC' A5 PUBLISHED BY T}E AMERIGAN INSTITUTE OF TIMBER GONTRAGTOR SHALL VERIFY WITH FP.dL. THE LOCATION OF SERVICE AP1D SHALL 1, ry QOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH 6' X 6 X WI. FOR REINSPEGTION AND TREATMENT GOMTTRAGT RENEWAL SHALL BE PROVIDED. SIGNHALL CONSTRUCTION. LOCATE METER 4 PANELS AS REQUIRED. FOLLOW THE FLORIDA BUILDING GOOF AS ADAPTED BY THE E THE WWM. ON 6 MIL VI5QVFEN (OR EfM1Al) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. WWM SHALL BE LOCATE) IN THE MIDDLE TO UPPER HALF OF THE SLAB SHALL BE POSTED NEAR THE WATER HEATER OR ELEGIRIGA PANEL. 9. ALL WOOD IN CONTALT WITH MASONRY OR CONCRETE SHALL BE PRE55LRE TREATED. 2. ALL WIRE SHALL BE THHN COPPER UNLESS NOTED OTHERWISE. PPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT V-0" 0/0 EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3' STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. (HVAC, EHWL HASHER(DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F BL. GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 2. ALL REINFORCING STEEL TO BE GRADE 60. MECHANICAL CODE. COPPER OF EQUAL AMPAGTY. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. BUILDER SHALL REVIEW DRAWINGS IHEIR ENTIRETY BEFORE STARTING WORK. THE HEIT N BUILDER SHALL ACCEPT FULL RE5PONTY FOR ANY ERRORS TA OMISSIONS NOT 3• COLUMN AND WALL CENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. REPORTED IMMEDIATELY IN WRITIN6 TO THE ARCHITECT. BAGKGHARGE5 WILL NOT BE OT SE NOTED. HORIZONTALLY AT INTERVALS NOT EXGEEDIN6 10'-0', AND ALL OTHER LOCATIONS PER C p P OR DAMAGE. ACCEPTED. DO NOT SCALE DRAWIN&S. 4. FOOTING OM16N BASED ON A55UMEO SOIL BEARING CAPACITY OF 2500 PS.F., F.B.C.SECTION R302.11. II. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. S. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAKIN66 AS REWIRED BELONL CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING GAPA ITY 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CL.05ED POSITION STAMPED BY THE TRI155 MANUFACTURER. 01ES5 NOTED OTHERWISE) REPORT BY A FLORIDA REGISTERED ENGINEER. AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE OF THE 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER OF STRUCTURAL OR b. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING5. ALL SITE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE SITE DOOR (48" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENGL05URE5 AT OR 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI25 UNLE55 OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL SPECIFICATIONS. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. SPECIFIC 6FATEGHNICAL REPORT MUST BE STRICTLY ADHERED TO. WITHIN 36' OF TUB AND 5HOWER5 WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL OLA55 IN SIDELIGHTS, SLIDING OLA55 DOORS AND FRENCH DOOR5 THIGKNE-SS). T. PROVIDE DISCONNECT SWITCH OF 512E AS REQUIRED BY LOAD AND UNITS. T. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE HIGH VEOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C.N" 6. FILL PLACED WITHIN 5'-0' OF THE CYON5TRUGTION PERIMETER SHALL CONSIST OF SHAWL'TEMPERED.E TEMPERED. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL 6. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITCHE5 AT A/C BWIP. AND AT RATORY COMPACTED TO D IN 12 CLEAN yam. GRADED SA LIFTS(MAX) AND VIB15 5. ESRE55 WINDOW5 SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER PUMPS NOT V15IBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER ACHIEVE A MINIMUM OF AN MODIFIED PROCTOR AS D 155E-12. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. U5E5. GIO P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 RECOMMENDATIONS. NET AREA OF 5.T 5F. FOR 2nd FLOOR WINDOWS AND 5O 5.F. FOR Ist FLOOR WINDOWS. KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RADIN6 AGENCY. T. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH 9. PROVIDE 61`0I PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING AT 54' A.F.F. MAX IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL 14, NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 CAUSE GEE LAUNDRY AND WET BAR OUTLETS PER NW 210ZW. GROUND. SHALL BE NO LESS THAN 36" AP.P. OR PROVIDE AN APPROVED SAFEGUARD. CHANNEL TYPE STUDS AT 24' 0/0 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2, GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I' LONG EUSL.E HEAD DRYWALL 10. ELECTRICAL FIXTURE5, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS 8. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. SGREVS AT 12" OlG MAX. SELECTED BY OWNER. 9. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER FB.G. SECTION 24-15 UNLE55 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-6ROVE OR DIMPLED. CEILINGS AND II. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. OW46E5 IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" 0/0 AS FOLLOWS; APPROVAL TO PRE5ERVE THE EN0L O5EV BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 5/4' LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 410,15. 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER AS SET FORTH IN CHAPTER 16, FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-5/4' PENETRATION PERIMETER RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT REINFORCEMENT AT THE RATIONAL INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL 15. SHALL BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHAHAVE ARC -FAULT ONLY IF REQUESTED BY THE BUILDING L. 9. PICKETS AT STAIRS, LANDINGS 4 BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO PASSAGE OF A 4' DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT ITCH D HAVE SELF NSOU IN D BATTER BACK-UP. AHEAD OF NKED SHALL II. CONCRETE FOR FOUNDATIONS AND FOOTIN66 SHALL BE 2500 PSI MIN. OVER A RIB WFIEN RIB LATH 15 INSTALLED. 5HEATHIN6: 14 GAUGE STAPLES 1' LEG, 1/I6' DRC-FAULT BE TANDEM WIRCUITS 50 DETECTORS MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SITE PLAN NOTES SEAL NOT BE LEM FOR SOFFITS OR CEILIN65 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SEAL NOT VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, 5ONDIN6 15. PROVIDE ARC FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, I. THE ARGHIIEGTIIRAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOM5, SUNROOM5, GLOSET5, HALLWAYS LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND SITE FEATURES ONLY. THE G.C. OR LAYER OF WAllit BARRIER OR BY INSTALIN6 A HOUSE MAP BENEATH THE WATER OR 5 210-12. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENGED BARRIER. SURVEYOR AT 50 PEGETNT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPON5IBLE 16. SMOKE DETECTORS: FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, FRAMING NOTES IT. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 CFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS 112E I-I/2" LONG AND .120" DIAMETER U.N.O. 162. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYOR5 LAYOUT THE GENERAL O IN I. THE ER1n5 AND FLOOR SYSTEM LAYOUT SHOWN THIS SHEET 15 SCHEMATIC HORIZONTALLY FROM THE DOOR OR OPENING OF BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITIN6 PRIOR TO PERMITTING U NATURE. HIOWEVER, THE SUPPGRTIN6 SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE I I8. WHEN WOOD PG575 ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERA_ CONTRACTOR ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (I) REQUIRED BY SECTION R3143. RESOLVES THESE CONFLICTS. AND FLOOR SYSTEM DE516NER5 LAYOUT. LAYER OF 5/8" TYPE 'X° GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING 16.3. NEAR COOKIN5 APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOR THE POST. FOLLOWIN6 LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING ALARM IN A LOCATION REQUIRED BY SECTION R5143. - IONIZATION SMOKE ALARMS NOT BE INSTALLED LESS THAN 20 FEET HORIZ. FROM POINTS, ETC,) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME 19. TRU55 MANUFACTURER SHALL OM16N TRUSSES TO COMPLY WITH ALL 5UPERI4105M PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WIND LOADS PER F.B.C. 2011. A PERMANENTLY INSTALLED COOKING APPLIANCE. STRUCTURAL REVI510N5 ACCORDINGLY. - IONIZATION SMOKE ALARMS WITH AN ALARM-51LENGIN6 5WITCH SHALL NOT BE I. CONCRETE SHALL CONFORM TO A5TM G94/G 94M 09, SHALL HAVE A MAXIMUM INSTALLED LEW THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING WATEWGEMENT RATIO OF Ob5 AND SHALL HAVE 5000 PSI COMPRE551VE STRENGTH IN 3. FINAL 5I6NED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM OM16N MUST BE MECHANICAL NOTES APPLIANCE. - PHOTOELECTRIC IG SMOKE ALARMS SHALL NOT BE INSTALLED 28 DAYS ( UNLESS NOTED 01HERWISFJ ALL CONCRETE WORK SHALL BE IN ACCORDANCELESS SUBMITTED TO THIS OFFICE FOR REVIEW. AND FLOOR SYSTEM DE516NEP5 MUST WITH A 1 318-I4 AND AGI 501-10. AL CONCRETE MASONRY WORK SHALL BE IN O PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. PART HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. APPLIANCE. N ACCORDANCE WITH AGI 550-13. 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL IT. CARBON MONOXIDE ALARM TO LINSTALLED WITHIN 10' OF A ROOM USED FOR 2. MINIMUM CONCRETE GONER OVER1/ REINFORCING SHALL BE: SLABS ON VAPOR 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL 50MIT THREE (3) COPIES OF SHOP FLORIDA CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE SLEEPING PURPOSES WHEN THE BALDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, BARRIER - 3/4" BEAMS AND COLUMNSS-1I I/2" FORMED CONCRETE BELOW GRADE-2" DRAWINGS AND ENGINEERING GALGU_ATION5 SIGNED AND SEALED BYA REGISTERED ENGINEER OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR MFLHANIGAL' AND FLORIDA BUILDING GODS ENERGY CONSERVATION. A FIREPLACE, ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE UNFORMED CONCRETE BELLOW 6R4DE3 ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRANN66 15 2. A 4" CLEARANCE IS TD BE MAINTAINED AROUND ALL AIR HANDLING UNITS. BUILDING WIRINGG WHH EN SUCH WIRING IS SERVED BY THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A51M A615/A 615M-09. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED MONOXIDE ALARM SHALL BE LISTS) OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. INTEGRATES WITH THE ARCHITECT/ ENCANNER5 SUPERSTRUCTURE. IF THERE 15 ANY ASSEMBLIES IF ANY. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM I8. TAMPER ARE IN DWELLING UNITS IN ALL AREAS BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWI5E. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITIN6 OF THE SPECIFIC 4. AL PHELLIN6 ROOMS MST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, 4REQUIRED2RE SPECIFIED IN EG 21052 FOR 125 VOLT, 15 E 20A RECEPTACLES PER NEC 406.11 N NEC210.ANT 2 FOR 125 VOLESLT, AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES. S. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVI*>F^ TO SAFELY STEEL NOTES 5. TRUSSES TO 1BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. A/G UNITS MAY HAVE CONE. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. A INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND 6ROUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CAN, SUPPORT ALL LOADS ♦ URINE CON5TRIUGTION. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. ETC PER NEC 250.114. (AI OR (B) 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH 5AME SIZE AND NUMBER 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISG 'SPECIFICATION FOR THE DESIGN, TRUSS DRAWING67HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BEZWNEEN THE TRUES OM16N AND AIR CONDITIONING VESISN PADS SHALL BE A MINIMUM 4'-O'x9'-O" PAD FOR DOUBLE UNIT. OF DOWELS AS VERTICAL BARS ABOVE. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. MATERIALS SHALL 20. PER FBC-E 404.1 L16HTINO EQUIPMENT. A MINIMUM OF T5 PERCENT OF THE CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - A4012/A REQUIREMENTS' LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE T. REINFORCING STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED AND SHALL 991M-06a, OTHER SHAPES - A36/A %M-06, PLATES A36/A 36M-06, BOLTS - A 3M-14 b. ARCHITECT NOR ANY FOR STRUCTURAL t�EAMS, PLUMBING NOTES H16H-EFFICACY LAMPS. BE WIRED T06ETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM TUBULAR - ASTM A500/A500M-13 GRADE B (46 K5U N L REVIENCEPTS COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUY.P5 AND FLOOR SYSTEM FOOTIENGINNGS APPRORESPOVED TRUITYSS 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN. DRAWINGS, 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DESIGNED FO THE PURP05E AND SHALL BE REQUIRED TO SUPPORT A 8. PLACI146 DRAWIN65 ON BAR LISTS SHALL CONFORM TO ACIS "MANUAL OF STANDARD 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 15TPJCTLRAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP W J-05 SHALL BE T. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND F.B.C. 2 ALL PU4-6IN6 FIXTURES SHALL MEET THE REQ UIRENEM5 OF TABLE 604.5, F.B.C. LUMINAIRE VE16HINS A MIN. OF 23K6 (50 LB). NEC, 31427A. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. AW.5. A5.1 ETOXX. BOTTOM EACH STUD. 5. V15PO51TION OF RAIN WATER SHALL COMPLY WITH FBL. PLUMBING 00DE CHAPTER Il. 22.PRO7VIDE ADEQUATE CLEARANCE FOR ELECTRICAL EWIPMENT REWIRING SERVICE WHILE 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. ENERGIZED SUCH AS SERVICE EQUIPMENT, PANEL BOARDS, DISCONNECTS ETC. AS PER NEC 110.26 S. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. b. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOWER HEADS SHALL 23.ALL GFI SHALL BE IN5TALLED IN READILY ACCESSIBLE LOCATIONS PER NEC 2108. PROPOSED RESIDENCE FOR: BE FINISHED WITH A SMOOTH, NONAB50R5ENT SURFACE TO A HEIGHT NOT LESS THEN TO INCHES ABOVE THE DRAN INLET. CODES USED: MARSHALHANGAR LOAD SCHEDULE - FLORIDA BUILDING CODE 6TH EDITION (2011) ABBREVIATIONS LOCATION LIVE DEAD TOTAL GROUND FLOOR 40 60 100 - FLORIDA BUILDING COX -RE51DWIAL6THEDITION (2011) - FLORIDA FIRE PREVENTION CODE 67H EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET SMS SHEET METAL 51,REHS M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS NEG 2014 AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA 6UILDIN6 CODE M.T. METAL THRESHOLD STL. STEEL ASC E: 1-10 AHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAXIMUM 5W SWITCH B.F. BI FOLD FIR FRENCH DOOR MFR. MANJUPAGTURER 5 O.T. 5HFARWA.L OVERTURNIN6 FORGE B.P. BI PASS FIN. FINISHED MICRO MICROWAVE TEMP. TEMPERED DRAWING INDEX BLK. BLOCK FL. FLOOR BLW. BELOW 6.T. 61RDER TRU55 MIN. MINIMUM TB. THROUGH BOLT BR&. BEARING GA. 6A.6E MO. MASONRY OPENING TA. THROUGH OUT BTM. BOTTOM 6ALV. GALVANIZED MONO. MONOLITHIC TOBB. TOP OF MA50WY BOND BEAM HIND.- 6-1 COVERT GL6. CEILING CFI GROUND FAULT INTERRUPT MTL. METAL TOPL. TOP OF WOOD PLATE GMU CONCRETE MASONRY UNITS 6L. GLASS O.HD. OVER HEAD DOOR TO.TB. TOP OF TIE BEAM ULTIMATE WIND SPEED = 160 m.ph. AS -I 517E PLAN - HANGAR COL. COLUMN GAB GYPSUM WALLBOARD GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD O/C ON CENTER TYP. TYPICAL P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE NOMINAL WIND SPEW = 124 mph. HA-1 HANGAR FLOOR PLAN CSMT. CASEMENT HOT. HEIGHT P5.F. POUNDS PER SQUARE FOOT UL UNDERWRITER5 LABORATORIES RISK GATA60RY = II HE-1 HANGAR FIEGTIRGAL PLAN M. DOUBLE Iffy, HOOP5 PS.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED WA. WEDGE ANCHORS BUILDING DESIGN AS ENCLOSED H5-I FOUNDATION PLAN 4 DETAILS 0I5P. DISPOSAL H5 HORIZONTAL SLIDING PARTN. PARTITION N WITH INTERNAL PRE}�tE COEFFICIENT = +/- 0.18 H5 2 FRAMING PLAN EDETAILS -SHOP DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET LPL' WATER CLOSET DR. DOOR INS. INSULATION PLYWGi. PLYWOOD M. WOOD EXPOSURE CATEGORY = G DW DISH WASHER INT. INTERIOR RD. ROUGH OPENING MEAN ROOF HEIGHT = 2I'-0" E.E. EAC.H END LIS. LONG 5L. SOLID CORE ELEG. ELECTRICAL LIN. LINEN 5.6D. SLIDIN6 6LA-% DOOR ROOF DEAD LOAD FOR WIND ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT TAKEN AT IO ps.P. E.S. EACH SIDE L.T. LAUNDRY TUB `SH SINGLE HUNG S T L U C I E COUNTY, F L =.- THIS STRUCTURE 15 DESIGNED 16 IN . AGGORDANGE WITH GRAFTER Ib OF THE 201E FLORIDA BUILDING CODE AND A5GE T-10. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND V. 2T n TELEVISION JACK ® FOX BOX LOW VOLT. ® SMOKE DETECTOR 1 A.F.F.OGLE AT 12' .FF. T � SHEARWgLL, LABEL ® DUPLEX RECEPTACLE/ AR0 (� SINGLE RECEPTACLE JUNCTION rr HVAC ❑J BOX I TiiLiiM05TAT SMOKE ® DETECTOR DETAIL GROUT FILLED CELL SEE ®% POTSNELF HEIGHT ��� FOUNDATION PLAN �///%/ //%//IMA AS NOTED FAULT INTERRUPT AT 12" A.F.F. T DEDICATED # INTERIOR 4 owG. 2 � BEAM LABEL �eDUPLEX RECEPTACLE � Q PADDLE FAN I AT 6�0'OA.FF. � WU OR WO/ LIGHTFAN � EXHAUST ELEVATION AT BASE DED�IGATRECEPTACLEED SWITCHED 3 DROPPED SOFFIT Q� SINGLE RECEPTACLE Ilc A DUPLEX GOUNTN r*D LIGHT FIXTURE SECURITY LIGHT FIXTURE EXHAUST FAN F L /LIGHT COMBO # DETAIL 000# MAX. CONNECTOR CONE COLUMN /l!1/l!!/!1!/!!!/!J HE NOTED DEDICATED UNDERCOUNTER KEYPAD SCALE O TG-O C� DUPLEX RECEPTACLE FL.OURESCENT LIGHT FIXTURE SPEAKER DOOR LABEL NON-_ FRAME ARCHED OPENING SEE � � � � DUPLEX RECEPTACLE- ARC DOOR �� GROUND FAULT INTERRUPT Q C� CHIME ® IN CONSTRUCTION - PLAN OR ELEV. DUPLEX RECEPTACLE II FAULT INTERRUPT a 12" A.F.F. MUSH INCANDESCENT LIGHT //�� LV DOOR #� REVISION QDc AT 8" ASV. COUNTER DUPLEX RECEPTACLE GROUND FAULT INTERRUPT TOP REG. SWITCHED p I FIXTURE GL6. MNTED. BOTTOM T RELEASE # SECTION �\ owc. SCALE ( #F) WINDOW LABEL h�� BEARING FRAME ® I HOUR FIRE RATED CONSTRUCTION WALL RECEPTACLEDUPLEX ARC FAULT INTERRUPT INCANDESCENT LIGHT OUTLET FIXTURE HALL. MOTED. ® VOLUME � N TOP REC.5NTGHED SWITCH AT 12' A.F.F. CONTROL MASONRY CONSTRUCTION SINGLE POLE G CKATERPROOFfiAGLE HI HAT TELEPHONE OUTLET ® SHTCHDISCONNECT NORTH ARROW [ _ _ _ Y ] FRAME CONSTRUCTION TYPICAL ABOVE OR BELOW Ow �7 SWITCH GL6. MOUNTED FLUSH IN FLOOR [Di # SECTION GROUND FAULT INTERRUPT 13 THREE WAY owc SGALF. G# COLUMN LABEL DUPLEX REGEPAIGLE SWITCH wC u� COUNTER DEDICATED HI HAT ® DATA LINE VAPOR BREAKER PANEL �� - BREAK LINE YV BEAM HEIGHT CHANGE 4 FOUR WAY ®®®® y QUADRUPLEX SWITCH C.V. CENTRAL VACUUM O RECESSED Y RECEPTACLE F.P.4L. METER CI 4 D15G. " z a " SCANNED �Y II RECEPTACLE Iv DIMMER ��# FOOTING LABEL # GRAPHIC SCALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION St. Lucie County DUPLEX REGEPTAGLE O SECURITY CARBON MONOXIDE � LIGHTS ® DETECTOR LOW VOLTAGE ® TRANSFORMER SCALE s� 1U�� FLUSH IN FLOOR K KEYED 14 E 0 1 M 22'-II" 1, 151-011 • 4 d a .4 ° N 4 ° d' ° d 4 a.. ° ED °° a od d APRON / WALKS & DNV.E .a . R ° ` ° ° 4-(5,989.0 S.F.) ° 4 ..d °. • 44 d • °' ° 4 a . a°. ° ° 4 °n 4. 'd ° 4 . 4 d o n ° d ! . e e ..°d ° da e ° A .. APRON .. a (1428.0 F.1 ° d ° • 4 4 d ° a ° d ° ° 4d ° d 4 a ° ° ° 9. a . d 4 e ; d '• e °. d ° ° 4 ". a 4. a p d ° 4 e ° a , d o n 4 ' a d ° e d: ° a' G is cl O 2 "10'-011 la PR RE BUILDER TO VERIFY TOTAL FINAL SQUARE FOOTAGE OF CONCRETE WITH OWNER BEFORE POURING E=� POSED IDENCE J % vi n O 0 M-1 WINDOW SCHEDULE MARK TYPE STYLE SIZE I M.O. D.P. NOTES W H WIDTH HGT + - 001 3040 SINGLE HUNG 3'-0" 4'-0" FIELD VERIFY FIELD VERIFY 37.5 49.70 Hangar erector to verify frame opening 002 3040 SINGLE HUNG 3'-0" 4'-0" FIELD VERIFY FIELD VERIFY 37.50 40- 70 Hangar erector to verify frame opening DOOR SCHEDULE MARK STYLE DOOR M.O. D.P. NOTES WD HGT Width HGT + - 001 SINGLE 3'-0" 6'-8" VERIFY W/ HANGER MANUF. 36.3 47.4 Hangar erector to veridy frame opening 002 OVERHEAD 45'-0" 14'-0" VERIFY W/ HANGAR MANUF. 28.4 31.6 Hangar erector to veridy frame opening 003 SINGLE 3'-0" 6'-8" VERIFY W/ HAGAR MANUF. 36.3 39.5 Hangar erector to veridy frame opening 004 SINGLE 3'-0" 6'-8" VERIFY W/ HANGER MANUF. 36.3 39.5 Hangar erector to veridy frame opening 005 OVERHEAD 12'-0" 12'-0" VERIFY W/ HANGAR MANUF. 31.5 34.7 Hangar erector to veridy frame opening 006 SINGLE 2'-6" 6'-8" Interior s.C. Drs 007 SINGLE 1 3'-01, 6'-8" 1 Interior s.C. Drs oo� I I I I I I I I I I -----------------I-- —l- I � 1 I I I I I j I I GREASE IN GONG SLAB I I -------------------- IL------- I I I -------- ;-------------- I ' I I I I I I I 4----------� 005 WALL TYPE LEG END INTERIOR 4" THK NON INSULATED NON BEARING MTL STIO 51W MALL J" 6YP BIRD EACH SIDE. OINOR 4" THK INSULATED BEARING STUD WALL N 5 O 1611 OG. Lj" GYP. BIRD INSIDE OFFICE TYP. NG - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - ----- - - - - I j DRAIN TO 6REASE IN GONG SLAB I I I ---- I I ' I ' I I I I I I I ' I I I I I I ----------j I ---- — — — — — — — — — — — — I I I I I I I I I ; I I I ; I I � I I I I I I I I II I I I I I I I I I I I I I I v m 0 INTERIOR 4" THK IN5LILATED BEARING WALL LSE R-II MIN BATTS NOTE: WINDOW5 8 DOORS TO MOUNTED TO HANGAR STRUCTURE. BOX OUT INTERIOR WALLS TO DE5IRED OPENING FOR DOM < WINDOW5 • 5/4"THK PLYD DECK OVER 2XI21s JOISTS • 16" O.G. OVER OFFICE. FINISH INSIDE W/}" GYP BIRD KR-20 MIN BATTS GREASE IN GONG SLAB WALL THICKNESS PER DEAN DW65 ELECT PANEL ®I ----------- L-------- 1 Y III I I I I I I I L----------r ��J GREASE IN GONG SLAB I \ I I I I ------------ ---------- I I I I I i B rJJST OR BATHRM I LOCATION AC C40WINSLY R WIDTH PEBU765 THE HANGAR �� �EXTERIOR WALL THICKNESS. ',4,�I j-6' DIA. VERT OL.EM OUT I YV5GREW ON AP I L----------- IS I i I I 6REA5E INTERCEPTOR I I I I I , I I , I I I I , I I , I I , I I L--------- 100 AMP SUB. HANGAR PANEL "C11 101000 AIC RATED GIRO. DE50RIPTION POLE BKR WIRE KVA. 10096 10096 KVA. WIRE EKR OLE DESORIPTION GIRD. --, 220 DED ---_-- — 2— 50 —10 5_0 O — 0 5 12 20 1 6EN LI6HTIN6 2 0 5 12 20 1 &EN LI&HTIN6 --4 5 220 PEP ------ 2 5010 10 5_0 _-- O -- O 5 12 20 1 5EN LIGHTING 6 O -- 5 --- 12 --- 20 -- 1 --- 6EN LI6HTIN6 ----------- — le,--- — q— 220 DED ------ 2 50 —10— 5.0 O — 0 5 12 — 20 1 6FI--------- 10 — 11— O S 12 20 1 6FI — 12 ,g 6FI---_------ I 20 —112 S O O 5 12 20 1 6FI — 14 _ 15_ —��— A_H_ _HEAT PUMP HANGAR MIN15PLT ----------- — 2— --- 40 -- _ 8 --- _O — -- 5.0 --- O --- — O— -- 10 --- 50 -- 2 --- GOMPRE55OR _ _ _ HANGAR MINI SPLIT ----------- _ Ib_ 18 Iq SPARE --- --- SPARE 5U5 TOTAL 155 O 0 35 5UB TOTAL TOTAL (NO A/G) 14.0 let 10,000 at 100% = 10.00 REMAINDER AT 40% = 3.6 A/O LOAD AT 65% = 5.25 TOTAL - 16.55 x 1000 / 240 = i0.02 AMP5 THI5 PANEL I I 6F1 I I I I I I I I' ' I I I I II I I II I I ' I � I I I' I 11 I I II I I � I I MINI SPLIT I I SHOP J \ \ o JH �t ---- ------ -- -- lsyr--6FI 1 x IQ I i � I I i ' I I , 1 I I ; 1 I 6F1 I I ' E 1 I I I I ' I I ' I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I \ \\ i ELECT PANEL -------------------- ---------- — F----- .. I I I \ 1 I I I \ I I , I \ 1 I I \ 1 I / I \ I / I � I E 71 E II I I I F---- r2o-e�� H NG R --------- —------------------ Y------------------- f--------- I .. I / I I 6F11 I �fq / I ' 1 l ' � I I 1 I I / / I 1 / I 1 / I I / 6FI I I I / i I -----------------------------------------------------------------------j----------------z--------------j-------- �- I __---4— _ I E j E I I I I I J I I an I I I I I i 1 I I � I I I I � I I I I I I Z-1 I I j51f 220 V ==Rl ABOVE FIN15H FLOOR METAL RACEWAYS. TYP. WELDED WIRE ME5H, SEE SCHEDULE TOP BENT BAR5 A5 REQ'D, SEE SOHED FOOTING SCHEDULE DETAIL MARK Size o'bo) REN MINS DESCRIPTION NO. PAD AT EXTERIOR F-I W-Om x 4'-0' x 24' NUII r6 EX TOP t BIM. STEEL COLIRIM 446 PAD AT EXTERIOR P 2 7-6' x 12'-0' x 24' N160 10" O.G. Eh TOP $ 57M STEM C um 446 PAD AT EXTERIOR F i 4'-6' x 4'-6' x 12' W6 M5 Ex TOP ! BTM. STEEL COLUMN 446 W9 a5 CONT. - I TOP 12 BTM EXTERIOR MONOLITHIC F-4 IB'k16'kCONT W/ SINGLE LAYER OF MESH ONE 57ORY IA NO +5 CONT. - I TOP $ 2 BTM. EXTERIOR MONOLITHIC F-5 21'x1e% 0NT W/ 5INSLE LAYER OF MESH TWO STORY 15 INTERIOR MONOLITHIC F-6 18"xl6-xCGWT N43 05 CONT - I TOP $ 2 STM. ONE STORY 27 �1-IrT�71 1/5 X SLAB DEP114 OP. SAWCUT WITHIN 24 HOURS OF POUR (DO NOT INTERRUPT MESW FOOTING REBAR SGHED. SEE FOOTING X*gv OMIT CENTER BAR OTYPICAL SLAB-ON—GRA WHEN ONLY (2) R5W. A CONTROL JOINTS/CONSTRUCTION JOINTS IA EXT. CONT. MONOLITHIC I SIMPSON PAB&H-26 ANCHOR BOLTS STEEL IN LOCATIONS AS SPECIFIED ON ! BASE PLATE BY STEEL BUILDING SHOP ORAWIN65 BY 51.06. MFR. ' I SEE OTHER I SLAB REINF. DETAILS FOR I I SEE FOUR PLAN FOOTINS REBAR CONT. FOOTING I I SEE FOOTING IJI I SG41EPA-e, -21 IT -2 L-_ i °. ; L• II • Ill ° '7 Il .�.. PER PLAN PER PLA SEE SCHEDULE 5TEEL COL. AT EXTERIOR MONOLITHIC, FOOTING FOOTING CENTERED ON GOLUMNUNLE55 NOTED OTr Ei2WI5E ON THE FOUNDATION PLAN IN TOSEP1I I/XWTITEN 4- ANCHORo 24' FRAMED KALL PER PLAN W/ 3'x5'xl/4' STL. WASHERS WELDED WIRE Mm i, SEE EN LE SE REBAF WHCURS SEE FOCHED. i_vI 4Tom+ FOOTING REBAR . SEE FLOTINS SCHW OMIT CENTER BAR WHEN ONLY (2) REQD. IB EXT. CONT. MONOLITHIC 1/2'X6' TITEN HD ANCHORS e 24' VU FRAMED WALL PER 5'k5'xl/4" /4 PLAN STL. ANSVERSE REBAI WA5HER5 LY A5 RECO. E FOOTING -aria ALDW WIRE MESH CONT. REBAR EQ. EQ. SEE FOOTING SCN@ IT CEN75R BAR XhEOULE WHEN ONLY 0 R& 27 INT. CONT. MONOLITHIC GO PLUMBING RISER DIAGRAM HAN6AR NOT TO SCALE I— — — — — — — — I I I II I II I I II I FI l I II I I I I F4 I I I I F5 I — — — — — — — — — — — — — — — — L — — — — — — — - — — — — — — — — — — — — — — — — — ---------- I BUILDING ANCHORAGE PER DEAN STRUCTURAL BUILDING MANUFACTURER BASE PLATE SPECS I U51N6 SIMPSON PABbN-26 EMBEDDED ANCHOR I BOLT% PLATE WASHERS WMIIN 24" CONCRETE I EMBEDMENT ASTM FI554 6RADE 56 I I FIN. FLOOR SLAB HANGAR IFT HAWAR FINISH FLOOR HT. BEFORE CONSTRUCTION) I I LOOT SLAB TO 4" THICK POURED CONCRETE SLAB WITH 6' X 6" X I W MA W.W.HEL M. W/(OPTIONAL FIBERMMW ON 6 MIL VISQUEEN U(OR ON CLEAN L COMPACTED FILL. WW.M. SHALL BE LOCATED IN THE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE I SUPP AT 5'-0' 0/G EACH WAY WITH APPROVED MATERIALS. I I I I I I I I I I I -----------------i-- I A I I I I I FI F--F3 I I II------------� F5 I I I I I CENTERLINE OF L �EA BEARIIN6 WALL VE II FS I PLUMBINGFIXTURES SHOWI I FOR REFERENC Ems, I �I I I I I O L-----------------_--� FLUSH F6 I I 22'-10" I I I CONTROL JOINT I I I I it I I I II I it FI I II I I I I AREA of s' cd I I �CONCREM THIGKTE5S I I I I II I II I II I II I it O I I ?\��� DRAIN LINE LL---— — J I I I \� I � \ I � I � I � I l I l I I 1 ---------�;-------N - - - - - - ----------;------------------------ - --------------- ----------- I I l I FI I I l L_- J� I I I I I I � I I � I I I I I 1 I I I FLOOR HEIGHT 5HALL BE 0' MINIMUM ABOVE I CENTERLINE CRONM OF ROAD I I I I l OI I F2 i I F4 — — — — — — — — — — — — — — — I I I I -L-- ——---------1 I I F4 I I 2x WOOD 5TUD5 a I6' 0/0 (rrP) 2x SILL PLATE (BEYONO) PLAIN 2x WOOD 5TUD5 a 16" O/C (TYPJ 2x SILL PLATE (BEYOND) PLAN ISOMETRc GORNER DETAIL 4-I6d MAILS a EACH LAP - TOP VIFh' SPLICE SIDE VIEW 2x o DOUBLE Ib' O/G 2x TOP TOP PLATE LAP DETAIL" FRAMING DETAILS FRAMING SCALE: 1'-0' FLOOR SHEATHING HAILED TO JOIST PER VIA SGH. 2x12J015T5 a I6" O/G. 51MP50N H4 OR EQUAL M (4) Sd NAILS IN EACH TRU55 4 (4) bd NAILS IN TOP PLATE FA TRAP 1 OP PLATE TO STUDS W/ U5P PT4 ,U" STRAP OVER TOP PLATE ND DOWNEACH 51DE W/ (3) IOd AILS TIP SOLID HLOGKINS a 4'-0" O/C VERTICAL MAX 2x4 WGOO STUDS o w O/G STRAP PT BOTTOM PLATE TO 5TUD5 W USp 7P74 IV STRAP UNDER BOTTOM PLATE AND UP EACH SIDE (5) IOd NAILS TYP LI 1/2'x b" TITEN HO AWH. a 24" O.G. AND 6" MAX FROM OPEW 156 Wi3"x3"x1/4" 57EEL WASHER5 EMBED (49 MIN ®2 CONNECTION DETAIL STRAP DBL. TOP PLATE TO 5TUD5 WN5P 'Sk T b OR 5" STRAP OVER TOP PLATE AND DOWN EACH 51DE W/ (4) led NAILS (TYPICAL) U5P LSTA 12 EACH SIDE FASTEN TO STUDS AND HEADER W(b) IOd MAILS TYPICAL HEADER OR 6.T. SEE FRAMIM6 PLAN STRAP DOTTOM PLATE TO STUD5 WN5P ,,fA H4b OR 8" STRAP OVER BOTTOM PLATE AND UP EACH SIDE I0d NAILS (TYPICAL) 1/2"x 6" TITEN HO ANCHORS o 24' O/G m b' MAX. FROM OPENIN455 'x3'x1/4' STEEL WASHERS ,•EMBED ^" MIN. INTERIOP MONOLITHIC FOOTING (SEE 5GHED) 3 (MAX. UPLIFT 150011) CONNECTION DETAIL FLOOR SHEATHINS NAILED TO JOIST PER VIA SGH. 2x12 JOISTS a 16' O/C. NAIL FIRST J015T TO TOP PLATE W/ 16d TOE NAILS o W O/G. TRAP TOP PLATE TO STUDS W/ U5P 5PT4 "U" STRAP OVER TOP PLATE AND DOWN EACH SIDE W/ (5) IOd NAILS TYP SOLIO BLOCKING a 41-o" O/G VERTICAL MAX. 2x4 WOOD STUDS o 16" O/G STRAP PT BOTTOM PLATE TO STUDS W/ U5P 5PT4 'U' STRAP UNDER BOTTOM PLATE AND UP EACH 5112E (5) IOd NAILS TYP I 1/2"x 6" TITEN HO ANCH. a 24" D.G. AND 6" MAX FROM OPENIM65 KO'k.5"x1/4" 57EM WASFIERS EMBED (49 MIK ®4 CONNECTION DETAIL THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. a revisions no. d designed AN drawn PAR checked AN date 317401 scale 1/4' = I'-0' (U.N.0) job no. P2K-lb-0104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. Sbuca,ralEnglneering & CoslSegregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 �• LL Y IX Q (<� V Q Z ~ = 00 LL- J _! z 0 w �71 z Q Q Q ® o C Z LLJ � U ui N cnLOQ U Q J J Cf) co 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. 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