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HomeMy WebLinkAboutPLANS - NOT COPY WRITTENConstruction Plans and Specifiticaons For Center for Captive Chimpanzee Care Lying in Section 25, Township 35 South, Range 38 East F�44 Saint Lucie County, Florida Orange Avenue, S.R. 68 PENSACOLA JACKSONVILLE •1�' TALLAHASSEE GAINESVILLE • PALATKA ORLANDO SAFETY TAMPA HARBOR • Project •VERO BEACH Ff. PIERCE Location ��' PORT T' LUCIE STUART • JUPITER • WEST PALM BEACH FT. MYERS MIAMI LOCATION MAP Rudd Jones, P.E. & Associates, P.A. 11 ` Consulting Engineers 7448 South Federal Highway - Port St. Lucie .� FI 34952, Phone: (772) 336-2933 } 309 N. E. 6th. Avenue -Okeechobee F134972, Phone: (863) 467-0076 FLORIDA CERTIFICATE OF AUTHORIZATION No. 0000$303 Survey Data SURVEY DATA PROVIDED BY CHRISTIAN FENEX AND ASSOCIATES, L.L.C. 1657 S. DIXIE HIGHWAY, STUART, FLORIDA P.O. BOX 2533, PALM CITY, FL 34991 PH,(772)283-2977 FAX,(772)283-2979 LICENSED BUSINESS # 6858 Site VICINITY MAP N.T.S. Prapety Dowriptior>. Lot No. 211-0001-00012 NOTE: THESE PLANS ARE IN ENGLISH UNITS. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS BOOKLET -'LATEST EDITION. (2004) ALL ELEVATIONS HEREIN REFERENCE N.G.V.D. 1929 DATUM MAR 7 - 20(2 cam,, /ON INDEX OF SHEETS SHEET Now SHEET TITLEIDESCRIPTION 02�y� w %: to N o s•2� N WZ s � AU -• - Cn N 1 Cover Sheet N o v .,06y a 2 Overall Site Layout #M000 W 3 Maintenance Building and Expanded Parking Area 4 Chimpanzee Outdoor Area - Plan View and Details 5 Details, General Notes and Technical Specifications 1 o8-12-16 RAH Revised per Pre-App Meeting Comments NO. DATE BY REVISIONS CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1=8004324770 IT'S THE LAWS 1 SUNSHINE STATE ONE CALL OF FLORIDA, INC. O M N O O N O 0 L a r v W Li Center for Captive Chipanzee Care Project No. 2002-301 Construction Plans and Specifications For Center for Captive Chimpanzee Care PENSACOLA 111 • • JACKSONVILLE TALLAHASSEE GAINESVILLE • \ • PALATKA SAFETY HARBOR ORLANDO Project Location `1� 0 • FT. MYERS MIAMI Lying in Section 25, Township 35 South, Range 38 East :RO BEACH FT. PIERCE \PORT ST. LUCIE STUART • JURITER •WEST PALM BEACH LOCATION MAP -; Rudd Jones, P.E. & Associates, P.A. Consulting Engineers 7448 South Federal Highway - Port St. Lucie FI 34952, Phone: (772) 336-2933 309 N. E. 6th. Avenue - Okeechobee FI 34972, Phone: (863) 467-0076 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 Survey Data Saint Lucie County, Florida Orange Avenue, S.R. 68 o cl� cl� N v � O O O cn c U Goldsmith Rd � S• O Midway Rd, S.R. 712 5 R �0 Subject Site SURVEY DATA PROVIDED BY CHRISTIAN FENEX AND ASSOCIATES, L.L.C. 1657 S. DIXIE HIGHWAY, STUART, FLORIDA P.O. BOX 2533, PALM CITY, FL 34991 PH.(772)283-2977 FAX.(772)283-2979 LICENSED BUSINESS # 6858 VICINITY MAP N.T.S. Propm y D,olso'ription. Lot No. 911-0001-00012 NOTE: THESE PLANS ARE IN ENGLISH UNITS. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS BOOKLET - LATEST EDITION. (2004) ALL ELEVATIONS HEREIN REFERENCE N.G.V.D. 1929 DATUM INDEX OF SHEETS SHEET No. SHEET TITLE/DESCRIPTION 1 2 3 0 ni Cover Sheet Overall Site Layout AN 2 Iil' 1l;12 Maintenance Building and Expanded Parking Area Chimpanzee Outdoor Area - Plan View and Details Details, General Notes and Technical Specifications 1 08-12-10 RAH Revised per Pre-App Meeting Comments NO. DATE BY REVISIONS SCANNED BY St. Lucie COUOY ST. LUCIE COL-NTY FIRE DISTRICT REVIER'ED Fok CONIYLIANCE SLBJECT TO FIELD I.''SPEMONS SEE AT rACAED MIMONPHELfi REVIEWED BN DATE: 3-IZ- 3"I CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. 0 M N O O N Z L a t U Center for Captive Chipanzee Care Project No. 2002-30 BUILDING LOAD SUMMARY - BUILDING #1 BUILDING CODE: FLORIDA BUILDING CODE ______ ED: 2007 W,1 2009 REVISIONS JOB LOCATION: _FT. PIERCE, FL__ >>> ROOF LOADS: Dead Load: 1.258 psf Live Load: _220_ psf Tributary Reduction: X Y ___ N Collateral Load: __I_ _ psf Sprinkler Load: _ _ psf Ground Snow Load: =.JA psf Flat roof Snow load: NIA psf Snow exposure: _t�LA Snow Importance: N✓ A Thermal Factor: NIA >>> WIND LOADS: Wind Velocity: _12o mph Fastest Mile: NIA 3—sec Gust: X_ Internal Pressure: ± 0.18 Wind Importance: _1_0_ Building Category: _l1_ Wind Exposure: _C _ Roof pressures: Wall Pressures: Zone_+13.561=33_35 __ Zone 4 +14.98I_32.50 Zone2 +13_56 /=55.95___ Zone 5 +14_98 L=39.56__ 7,,.,o-c +13.56 / —84.21 >>> EARTHQUAKE LOADS: Base Seismic Force Resisting System: ------- Design Base Shear: __N�A __ Analysis Used: Seismic Use Group: N/A Site Class: N/A S(S): N/A g S(1): _! g S(DS): N�A >>> MEZZANINE LOADS: Dead Load: NSA psf Live Load: --- psf >>> OTHER LOADS: NONE N/A N/A_ Seismic Importance: N/A Seismic Design Category: N/A S(D1): N/A C(S): NSA_ R: NLA- Reduction: N/A IMPORTANT --- PLEASE READ THE FOLLOWING: BUILDING LOAD SUMMARY - BUILDING #2 BUILDING CODE: ELQRIQA BUILDING CODE ___ ED: 2007 Wl 2009 REVISIONS JOB LOCATION: FT. PIERCE, FL >>> ROOF LOADS: Dead Load: 1.133 psf Live Load: _20_ psf Tributary Reduction: X_ Y ___ N Collateral Load: _ 3 _ psf Sprinkler Load: _ 0 _ psf Ground Snow Load: -,A psf Flat roof Snow load: NIA psf Snow exposure: NIA Snow Importance: NIA Thermal Factor: _h/—A >>> WIND LOADS: Wind Velocity: _I20 mph Fastest Mile: N/A 3—sec Gust: _K_ Internal Pressure: ± 0_18 Wind Importance: �•�_ Building Category: _I1_ Wind Exposure: _C _ Roof pressures: Wall Pressures: Zone1_+13.27I _ 32.62 Zone 4____ 0 / 0 Zone2 +13_27 /—54.73__— Zone 5____ 9_/__O ______ Zone3 +13_27 L_82.37___ >>> EARTHQUAKE LOADS: Base Seismic Force Resisting System: N/A Design Base Shear: N�AAnalysis Used: _NSA_ Seismic Importance: N/A Seismic Use Group: N/A Site Class: NZA Seismic Design Ccteyory: N/A S(S): N/A g S(1): NSA g S(DS): N/A_ S(D1): N�A_ C(S): NfA_ R: N/A >>> MEZZANINE LOADS: Dead Load: NSA psf Live Load: ---N/A psf Reduction: N/A % >>> OTHER LOADS: NONE >>> General Dean Steel Buildings, Inc. standard product specifications apply, unless stipulated otherwise on the Dean Steel Buildings' purchase order. 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 achor bolts and the erection of the steel building components in accordance with Dean 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 actually 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 drivers 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 erection 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 being complete, we can only assume that shortages after this point are missing due to job site theft. All claims for damage or shortage must be presented, in writing, to the carrier —either Dean 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. Galvalume 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 same 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. Temporaty supports or bracing required for the building erection 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 MBMA Low 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 back charge Dean, 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 carriers intent to arrive on the job site at a ore —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. SHEETING FRAMING SCREW STITCH SCREW PANEL TYPE APPROVAL # MATL. COLOR MARK PART # SPACING MARK PART # SPACING ROOF PRO-LOK * FL12075 24 GAGE GL2 WALLS RIB-12 FL3775.1 26 GAGE ??2 sO HW5515 12" O.C. 0 HW5511 30" O.C. * REFER TO D.S.B. PRO-LOK CONSTRUCTION DETAILS MANUAL FOR ROOF PANEL FASTENER DESCRIPTION & SPACING INFORMATION. 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 ❑ APPROVAL ■ PERMIT ❑ CONSTRUCTION FLASHING MATL COLOR GUTTER 26 GAGE ?? EAVE FLASHING 26 GAGE ?? RAKE 26 GAGE ?? DOWNSPOUTS 26 GAGE ?? CORNERS 26 GAGE ?? FRAMED OPENINGS 26 GAGE ?? OTHER 26 GAGE ?? FILE COPY FM19849 DRAWN DATE A.N. 11/22/11 STEEL BUILDINGS, INC. CHECKED DATE 2929 INDUSTRIAL AVE. A.N. 11/23/11 FORT MYERS, FLORIDA 33901 1 OF 5 ELAIA 1l� ZZ i s JV STATE OF r ! RSA .•'�.a P PERMII''//111ll �%11 RMQ ISSUE REVISION DATE BY DUILDER 1 SAVE THE CHIMPS, INC. CUSTOMER , SAVE THE CHIMPS, INC. DESCRIPTION , JOB INFORMATION 3/4' L T- RIB - 6 PANELS 3 1/2 2 1/2' Fy = 80 K.S.I. RIB-6 PANEL SECTION PROPERTIES MATERIAL GAUGE NOMINAL THICKNESS LOAD IN LOAD OUT IX (IN. 4/FTJ SX (IN. 3/FT.) IX (IN. 4/FT.) SX (IN. 3/FT.) 26 GA 0.0198 0,0182 0.0331 0.0127 0,0314 24 GA 0.0258 0.0258 0.0486 0.0179 0,0464 THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY THE FIRST, SECOND, AND FOURTH CHARACTERS OF THE PART NUMBER. RS A RIB-6 END CUT CODE A = SQUARE END B = LEFT SLOPE C = RIGHT SLOPE 1 1/4' T RIB -12 PANELS / SHADOW PANELS 1'-0' EXTERIOR SURFACE 1/4' 1 3 11/16' 1 7/8'--� 3'-0' 1'-0' 4 5/8' 1'-0' 11/16' 1 F_1 7/8' �-�- 3 1 / 2' PANEL SECTION PROPERTIES 80,000 PSI MATERIAL NOMINAL LOAD IN LOAD OUT IX (IN. 4/FT.) SX I (IN. 3/FT.) IX (IN. 4/FT.) SX (IN. 3/FT.) GAUGE THICKNESS 26 GA 0.0198 0,0294 0.0283 0.0371 0.0500 24 GA 0.0258 0.0465 0.0481 0.0520 0,0671 PANEL SECTION PROPERTIES 50,000 PSI MATERIAL NOMINAL LOAD IN LOAD OUT IX S% %I% S% GAUGE THICKNESS (IN. 4/FT,)(IN. 3/FT.)(IN. 4/FT.)(IN. 3/FTJ 24 GA 0.0258 0.0547 0.0589 0.0542 0.0677 `PURLIN BEARING LEG (SEE NOTE 2) THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY 6 - 27 07 00 THE FIRST, SECOND, AND FOURTH CHARACTERS OF THE PART NUMBER. LENGTH IN SIXTEENTHS RT A 6 - 27 07 00 LENGTH IN INCHES RIB-12 LENGTH IN SIXTEENTHS _E LENGTH IN FEET END CUT CODE LENGTH IN INCHES END CUT SLOPE CODE A = SQUARE END LENGTH IN FEET 4 = 24GA 6 = 266A B = LEFT SLOPE C =RIGHT SLOPE END CUT SLOPE CODE 4 = 24GA 6 = 26GA NOTE 1) SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2) ALL STEEL SUBSTRATES ARE MANUFACTURED IN ACCORDANCE TO ASTM A446 SPECIFICATIONS. PROTECTIVE COATINGS SHALL BE EITHER GALVANIZED, G90 1.25 OZ/PER SF. MEETING ASTM A525 OR GALVALUME,' AZ55, 0.55 OZ/PER SF. ASTM A792 SPECIFICATIONS. SLOPE CODE SCHEDULE A=0,0112 H=3.5112 0=7.0 i12 B = 0,5112 J = 4.0,12 R = 75 12 C = 1.0112 K = 4.5112 S = 8.0 112 D = 1.5112 L = 5.0,12 T = 85 12 E=2.0,12 M=5.5112 U=9,0 12 F = 2.5112 N = 6.0,12 V = 9.5 ,12 G=3.0-12 P=6.5112 W=10.0112 NOTE.• 1) SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2) PANELS WITH PURLIN BEARING LEGS ARE AVAILABLE IN RIB-12 GALVALUME ONLY 3) ALL STEEL SUBSTRATES ARE MANUFACTURED IN ACCORDANCE TO ASTM A446 SPECIFICATIONS, PROTECTIVE COATINGS SHALL BE EITHER GALVANIZED, G90 1.2.5 OZ/PER SF. MEETING ASTM A525 OR GALVALUME,' AZ55, 0.55 OZ./PER SF. ASTM A792 SPECIFICATIONS. //FLAT WASHER / /- CRESCENT WASHER LENGTH CABLE BRACE CEE SECTION PROPERTIES "D' 'B' MATERIAL If. 'd' IX In.4 SX In.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 4.173 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 WON THE 1986 ASI COLD -FORMED STEEL DESIGN AMUAL INCLUDING 1989 ADDENDUMS. 2) MINIMUN YIELD STRENGTH IS 55,000 P.S.I. ( GALVANIZED MEMBERS ARE 50,000 P.S.I. MINIMUM. ) If 1 Y ,B, 'd" lY 55 K,S,I. R = 0,1875 C H A- A 4 - 11 11 12 CEE T LENGTH IN SIXTEENTHS E OR H = 0'-8' DEEP, T = 0'-10' DEEP L LENGTHIN INCHES PUNCH PATTERN LENGTH IN FEET 4 = 14 GA, 2 = 12 GA ZEE SECTION PROPERTIES 'D' 'B' MATERIAL If, 'd' IX In, 4 SX In.3 0'-8' 2 1/2' 16 GA 0.0598 3/4" 8.120 2.030 0'-B' 2 1/2' 15 GA 0,0673 3/4" 9.099 2.275 0'-8' 2 1/2' 14 GA 0.0747 3/4' 10.058 2.514 0'-8' 2 1/2' 12 GA 0.1046 3/4' 13.847 3.462 0'-10' 3 1/2' 14 GA 0.0747 3/4' 21.960 11 4.390 10' 0'- 3 1/2' 12 GA 0.1046 3/4" 30.520 6.100 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 ASI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2) MINIMUN YIELD STRENGTH IS 55.000 P.S.I. ( GALVANIZED MEMBERS ARE 50.000 P.S.I. MINIMUM. ) ,f• X- X R = OJB75 Fy = 55 K.S,L IY Z E A- A 4 - 27 07 00 ZEET T LENGTH IN SIXTEENTHS E = 0'-8' DEEP, T = 0'-10' DEEP J L LENGTH IN INCHES PUNCH PATTERN LENGTH IN FEET T6 = 16 GA, 5 = 15 GA, 4 = 14 GA, 2 = 12 GA EAVE STRUT SECTION PROPERTIES ( POSITIVE BENDING ) 'D' 'B' MATERIAL 'f' 'd' IX In.4 SX In.3 IY In.4 SY 1n.3 0'-8" 0'-5' 14 GA 0.0747 3/4' 15.581 3.895 6.624 1.351 0'-8' 0'-5' 12 GA 0.1046 3/4' 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. THE CABLE BRACING DIAMETER IS DENOTED BY THE HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. ,f., TXC 24 9 5 CABLE BRACE J TLENGTH �4 = 1/4' DIA, 5 = 5/16' DIA, 6 = 3/B' DIA NOS , Fy = 55 K.S.I. 7 = 7/16' DIA, 8 = 1/2' DIA1) SEC77ON PROPER77ES ARE CALCULATED IN ACCORDANCE WRN THE 1986 ASI COLD -FORMED IN INCHES STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. LENGTH IN FEET LENGTH FIAT WASHER CRESCENT WASHER THE ROD BRACING DIAMETER IS DENOTED BY THE HEX HEAD NUT SIXTH CHARACTER OF THE PART NUMBER. XB 24 9 5 ROD BRACE 4 = 1/2' DIA, 5 = 5/8' ➢IA, 6 = 3/4' ➢IA 7 = 1 /8' DIA, 8 = 0'-1' DIA LENGTH IN INCHES LENGTH IN FEET 2) MINIMUN YIELD STRENGTH IS 55,000 P.S.I. ( 04LVANIZED MEMBERS ARE 50,000 P.S.I. MINIMUM. ) ES N-N 4 C - 24 11 12 I EAVE STRUT _E LENGTH IN SIXTEENTHS I Y N = LOWSIDE SLOPE LENGTH IN INCHES R = HIGHSIDE SLOPE LENGTH IN FEET TT4 = 14 GA, 2 = 12 GA SLOPE CODE VFM19849 DRAWN DATE A.N. 11/22/11 STEEL BUILDINGS, INC. CHECKEDA 2929 INDUSTRIAL AVE. A,N. 11/23/11 FORT MYERS, FLORIDA SHEET NUMBER 33901 2 [IF 5 R = 0.1875 IE t � R J , �.y� �e� �' lC � �.. ' o Y V•Xq�tiV" P �y PERMIT 11/23/11 RMQ ISSUE REVISION DATE BY BUILDER � SAVE THE CHIMPS, INC. CUSTOMER � SAVE THE CHIMPS, INC. DESCRIPTION MATERIAL PROPERTIES 0.6 DL+1.0 WL 0.6 DL+1.0 WL SIDEWALL "A " 1,0 DL + 1.0 LL CASE 2 CASE 2 q 4 4 4 4 100'-0' 25'-0' 25'-0' 23'-11' 1'-9' _ 1 8 8,9.92 13,36 _ � � , 3,94 3.97 1 3P 3 13.43 4' GAGE 1 3P 3 i 1 �-• •-I ly (TYP) f -------------- --- I® -------------------- ----- ®® ®0 16.02 20.93 19.84 17,01 13.11 26.52 BP81� ®1® BP819 h 1® BP619 ®1® BP819 BP8 311 o i 3 3 3 3 i 3 3 3 3 FRAME REACTIONS AT FRAME LINES O2 THRULn O4 ALL REACTIONS IN KIPS ) m 1,0 DL + 0,75 LL + 0.75 WL 0.6 DL + 1.0 WL 1.0 DL + 0.75 LL + 0,75 WL 0.6 DL + 1.0 WL BP811a ---- to + + X I � BP811a BUILDING #1 b I I ^ � N A z I Q w o -_-_- }® BP811a o O I I BP811a ®_ o W } f } f 2 hf 2 h 3 3 I ��i5. 3 3 ® -- -0 Q I i 9,9 �1 2 r I I �h� j o0v o0 ! 'pv j 4��! to I I n Q 2.03 7,20 7.59 7.20 2.03 2.45 8.69 9.52 8.69 2.45 2.72 7.56 5.28 7.56 2.72 3.31 9.19 6,24 9.19 3.31 m o i T COLUMN REACTIONS AT FRAME LINE Ol _ COLUMN REACTIONS AT FRAME LINE O5 10 1/2' I I N 10 1/2,.,! ( ALL REACTIONS IN KIPS ) ( ALL REACTIONS /N KIPS ) I I L3 o_ v� 3, i 1 t?P8110 a /1 0,6 DL + 1.0 WL 0.6 DL + 1.0 WL ~ �J ------ -® I I II I 1.0 DL+1.0LL 0,6DL+1.0 WL AI1 .0DL+1.0LL I I CASE 1BI AI CASE 2 3 3 + 9'-8' QB 12'-6' 1-9' I I 4'-9' 12'-6' 7'-9' I i U BP819 N BP819 BP819 m BP811 Bp-1 3 3 i 3 3 i 3 3 0 3 3 I I 3P-3 3 3 3P813 I ®1® I® iu ®�® I -� 0.33 0,41 0,100 y0.49 0..02 0.81 A 3 3P8113b 13 i 1 i W F iv a W 5.01 6.78 4.03 3.99 2.11 2.87 3.66 4.88 g j 11I BUILDING #2 o z w e (u I I I z ti? I I I z A WING UNIT REACTIONS AT FRAME LINES 3 AND 4 z � O O FRAME REACTIONS AT FRAME LINE 2.1_ W 3 BP811 BP811 I BP811 3 W O 3 3 3 3, I 3 3 1 ALL REACTIONS IN KIPS) ( ALL REACTIONS /N KIPS ) ----------------------- (LOVE` SIDE) 2,1 18'-0' 25'-0' BAY SPACING I BAY SPACING BAY SPACING BAY SPACING I OR 1'-1' OR 1'-l' ti 3' 3' 12'-0' ALL DIMENSIONS TO OUTSIDE SIDEWALL "C " OF CONCRETE WHERE APPLICABLE 1 STEEL LINEcu I `� WALL PNL. OPNG. JAMB 1/2' DIA. ANC, BOLTS v co I � - 3/4' DIA. ANC. BOLTS SILL ANGLE (AN1219) ( AB-1 ) .�. (u ( AB-2) N i JAMB BASE CLIP SCREW ASSY, AT 6' CTRS. I 1/4' DIA, MASONRY SCREW @ 4'-0' D.C. (CL3009) "} ----'---------'- - --'---- ( MASONRY SCREW BY OTHERS) + _-_ _-_-_-_-_-_-_- iu 2'-8-�4F n I I OD m I PL 1/2' X 8' X 6' m '-_ - r N I I I... -.I cd 3/4' DIA. ANC. BOLTS �i- BASE FLASHING I.. _..I 1 1/2'� OPNG. WIDTH 1 1/2' 1 ( AB-2 ) DETAIL BP-1 (FBM6-100200) I Q .'.'.I al PL 1/2' X 8' I 2' 3/4' DIA. ANC. BOLTS 3 1 3 ANCHOR BOLT SETTING AT DOOR & WINDOW FRMD. OPNGS. "; h/'✓ (4) 4'-8" X 4'-3" FRAMED OPENING, FIELD LOCATED, BASE CLIP ELEV = 2'-8" 2' 4' 2' PL 1/2' X 8' 2' ILEC�.j O (6) 3'-4" X 7'-2" FRAMED OPENING, FIELD LOCATED, BASE CLIP ELEV , 0'-0" 1 2' 1 4' 12' DETAIL BP811 3 3 DETAIL BP819 11 1/2' 3 3 0- 2 i/2' JAMB 13 I 1 3/4' ➢IA. ANC, BOLTS (REFER TO BP-1) BASE FLASHING ON MASONRY WALL 0- I (AB-2) 2,1 ti I �- 1'-1' �-- c\u 3/4' DIA. ANC, BOLTS BAY SPACING ., - ----�-i--------- N u ( AB-2 ) h CO < �- - - - - --- --- -- �-�--- --- v�i iv •I i, ,, e �. J iu U111111111flIf//j SECT/ON MARK 3 3 I 2 1/2' I w w N N ,�KjlE E�I .4 /r A DETAIL MARK SECTION A - -- - -- a' •"�' oCEN "=. DWG. NO. WHERE.�3 5 DWG. NO. WHERE DETAIL BP811 33 3' 12'-0' 3, ----------- _ -� - - : m SECTION IS CUT SECT/ON /S SHOWN 1 2 a $ DWG. NO. WHERE DWG. NO. WHERE ANCHOR BOLT SETTING FOR O.H.D. `� 2 1/2' 1 m ' DETAIL IS MARKED DETAIL /S SHOWN -I 3' . PL 1/2" X 8' 3/4' DIA. ANC, BOLTS (4) 12'-O" X 16'-0" FRAMED OPENING, FACTORY LOCATED, SEE DWG. FOR LOCATION o - (AB_2 ) <i,� ,J'` •, 0, jp�,a,,.•'.. "'' SECTION KEY BASE PLATE DETAIL KEY W 8' 8 7/8' PL 1/2' X 8' 2 NJ111 DETAIL BP811a 2f 4' 12, 0 FOR CONST, 11/23/11 RMQ 3 1 3 ISSUE REVISION DATE BY ANCHOR BOLTS BY OTHERS DETAIL BP811b JOB NUMBER B T �A C D-I� QTY. 40 108 PART # AB-1 AB-2 AB-3 AB-4 AB-5 BOLT SIZE A. 'B' "C" 'D' PROJ, AN STEEL BUILDINGS INC, DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN MATEkIALS, AND CONSTRUCTION OF THE FOUNDATION 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 OF THE BUILDING SITE, THE DISTANCE OF THE ANCHOR BOLTS FROM THE EDGE OF THE SLAB IS BASED ON DSB STANDARDS, THE ACTUAL SLAB SIZE MAY BE MODIFIED TO NOTE ! FINISHED FLOOR ELEVATION = 0'-0" ALL BASE PLATES ARE AT ELEV. 0'-0'" UNLESS OTHERWISE NOTED. 3 3 STEEL BUBDINGS, INC. 2929 INDUSTRIAL AVE. FORT MYERS, FLORIDA FM19849 BUILDER, SAVE THE CHIMPS, INC. cusiOMER SAVE THE CHIMPS, INC. 1/2' X 0'-6" 1/2" 2" 0'-6" 1 3/4" 1 1/2" A A.N. 11/22/11 3/4" X 1'-3" 3/4' 3" 1'-3" 3' 2" 7/8' X 1'-3' 7/8' 4' 1'-3" 3 1/2" 2" DESCRIPTION ANCHOR BOLT PLAN, FRAME REACTIONS & CHECKED A.N. 11/23/11 1" X 1'-6" 1' 4" 1'-6' 4' 3" 1' X 2'-2" 1' 4" 2'-2" 4' 3" SHEET NUMBER AB-6 1 1/4' X 2'-0" 1 1/4"1 4' 2'-0" 3 3/4-1 3" ACCOMODATE ACTUAL SITE CONDITIONS AND FOUNDATION DESIGN. 33901 3 OF 5 BASE PLATE DETAILS 4 4 4 4 100'-0' 25'-0' 25'-0' 23'-11' I' 7'_0-00'' _I TY�L'I TYPICAL PEAK DIAPHRAGM SPACING 5'-T 6'-T AT 4tT 2' 2'-2' rc, I AP AP Em o+ ¢ °a (L f- o- Zl Z1 1 i Z21 i I I I I I I Z21 1 1 1 Z2! I I I i i Z21 Z21 1 1 I I Z2 I I RR- i I I 1 Z2 1 I I 1 1 2'-1' i Z2i Z2 1 1 I I I I 1 I Z21 I I I I Z21 I I 1 I i 1 Z21 1 i i Z2 I I 1 I I Z2 1 I RR- I Z21 I 1 1 I Z2i 2'-1' I Z21 I 1 I 1 I 1 ZS Z1 N I J i 1 1 rG I ZI I I I �C I Zl Zl I 1 1 1 Z1 I I Z1 1 1 1 I CL3031(TYP) Zl I I I �G3 1 I I I IZl 1 Ic I Z1 G2 71 Z1 In I 1 I I 1 Zi I 1 kC I GR I 1 F I Z1 �- I BR- 1 1 I 1 1 Z1 I I RR- 1 1 BR - 1 I I Z1 I I I 1 71 1 i i Zi PD xCa 1 1Zl 1 I Zi Ic I JG2 1 I 1 P I I Z21 1 1 1 1 BR- i:�� Z1 i I 1 I RR- 1 Z2 I I 1 RR- 1 Z2i I I I I I 1 Zl RR- 1 BR - I I I I 1 Z1 1 I I Z2i I I I 1 I 1 Z21 1 I I I I i iZl 1 I 1 1 iZi 1 1 Zi Z2i I 1 Z2 I 1 I 1 1 1 1 1 Z21 I 1 1 IZ1 1 Zi I Zl 1 I I xCl i i i ,I,Gl i Z2i 1 I 1 1 I 1 1 1 Zi 1 1 I 1 k I 3 1 Z1 I I 1 I 1 1 1 Z21 1 1 I I I I I 1 Z2 1 I I 1 1 I 1 I I 1 1 Z1 1 I 1 1 I 1 Zi U 1 1 Z21 1 1 1 1 I I I I Z2 1 1 1 1 I 1 I ZI ft I 1 Zl Zl 1 Z1 I u I 1 1 Z2 I I ' ES2' 1 I Z2 1 1 ' ES2' 1 1 1 Z1 1 ' ZS ZI LJ1 NOTE, o- o USE HW5518 GNZ TO ❑q ATTACH STRAP BRACINGcu TO SECONDARIES. cu cD r a¢ ❑� NOTE1 (AN1265) PURLIN STRAP BRACING (3) ROWS EQUALLY SPACED PER BAY. TOP AND BOTTOM FLANGES CRISS-CROSS STRAPS AT LEAST EVERY THIRD PURLIN SPACE WITH (1) EXTRA ROW ON TOP FLANGE ONLY, LOCATED DIRECTLY OVER EACH FRAME. BBI(TYP; BC- —i f 1 Z21 1 Gti I 1 � 1 Z2 1 I I I Z2 1 I 1 1 I I I Z2 1 1 I 1 RR- Z21 I 1 I RR- I I 1'-1" Z21 I I Z2 I N RR - Z1 R1 I Z2 I U Z1 I Z2 U Z2 I Z1 1 ZS ESI ES1 2,1 1'-1' 18'-0' I 25'-0' �� 45'-2' ROOF FRAMING PLAN NOTEI SEE PRO-LOK DETAIL BOOK FOR SHEET LAPPING. ccArrinnann W/ mug-Pnwmn ESI NOTE 1 1'-1' DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET LEDGES, ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN, NOTE 2 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, 2N➢, 3RD, AND 4TH CHARACTERS OF PART NUMBER. (EXAMPLE1 FJT6-140100 FJT = JAMB FLASHING FOR RIB-12, FRA = RAKE FLASHING (STD,), L 6 = 26 GA. GUA =SCULPTURED GUTTER, FWR = WALL TO ROOF FLASHING & 4 = 24 GA. OCT = ❑UPSIDE CORNER FLASHING FOR RIB-12, ETC, 1/2'0 X 1 1/4' A307 BOLTS W NUT (HW5534/HW55B6) RIGID COLUMN CL3031 VARIES 1 i 1 1 DOUBLE GIRT DETAIL �I 2'_0' Vl N N to N N N fn N Vl fn N V1 N '/1 N N V1 N N Vi Vl N V/ N Vl N N V1 (u V1 (u V1 (U cl VI to fn ' 1 1 I I I I I 1 1 1 1 1 F''1vi FBM6-100200 OPEN FOR MASONRY FBM6-100200 4 4 4 4 T SAVE STRUT - Fnp PART Nn. SFF RnnF F?AMTN� PI AN - Z5 ------------------------ Z7 ----------------------- - Z10 2'-1' ------- Z12 --------- Zll Z13 Z14 Z6 Z16 CL3031 Zll Z6 (TYP) Z11 Z13 F01 Z14 Z6 i I FD1 Z16 --- 1 ZSI Z6 1 F02 ------L--------- ---------AN1219(TYP)------- Rr- Rr_ x r_ 8'-0' 12'-0' 5'-0' 23'-11' I 25'-0' 25'-0' 10lT�0' SIDEWALL "A 2'-0' 12'-0' l� 9'-11, I. 23'-11' — 20'-0' E.H. — 17'-6' 12'-6' BB1(TYP) 7'-6' 2'-B' MASONRY — 0'-0' �BC- NOTE I REFER TO D.S.B. STD. DETAIL BOOKLET (PGS. J7 & J8) FOR FRMD. OPNG. & TRIM DETAILS. (2) FHT6-060410 0 (ll 0 I H N DETAIL B v NOTE USE HW9061 (??) TO ATTACH JAMB & HEADER FLASHING TO STRUCTURAL MEMBERS. — 17'-6' 12'-6' 7'-G' 2'-8' MASONRY 0'-0. VARIES 12'-0'J. VARIES 12'-0" X_16'-0" FRAMED OPENING ( 4 REQUIRED ) h t(AbL1UU2UU W/ L3UA6-2UUlOO V N (U N N N N 1 cu FHT6-060410 0 0 F02 0 (U (L n ti 1 ti 1 -10 L� li CHA-A6-040512_ 7'-6, CHA-A6-040700 - T - CHA-A6-040700 a — 2'-B' MASONRY FIELD FIELD LOCATE 4'-6' LOCATE 4 " -6 X 4'-3 FRAMED OPENING ( 4 REQUIRED ) FHT6-040410 0 0 -Z YFO3 iu0 N� N2 110 '� 1- I- Ll Ll CHA-A6-030312 — 7'-6' CHA-A6-070413 u CHA-A6-070413 — 2'-B' MASONRY r — 0'-0' FIELD FIELD LOCATE '-4 LOCATE T-4" X 7'-2" FRAMED OPENING ( 6 REQUIRED ) 2'-0' 1 4 4 4 Q Q EAVE STRUT -FOR PART NO. ROOF FRAMING PLAN ---------------------- - -- -SEE --------- ------------- _ 20'-0' E.H. Z12 2'-1" Z10 — 17'-6' Z16 Z6 Z14 Z13 Z11 B1(TYP) Z6 Zil CL3031 _ 12'-6' (TYP) BB1(TYP) Z16 �l FO1 ZIS Z14 FO1 Z13 Z11 1 - 1 I .. Z6 1,_1, � 1 1'-1. � ZSl 7'-6' F031 1 F031 AN1----9(TYP) I 1 --- ----------- --------- 1 1 — 2'-B' MASONRY 1 1 1 1 0'-0. — - RC- RC- RC- C_ 9'-11, I' 12'-0' 2 0' A5 -0' J T 12'-0' J T B 0' 23'-11' 25'-0' 25'-0' 23'-11' �. 100' 0' SIDEWALL "C 17'-6' GIRT (Z10) CL-10 A307 BOLT 1/2' X 1 HW5534 W/ NUTS W 7 6' GIRT (Z10) (6) 1/2' X 1 1/4' H.S. BOLTS (HW5532) HEADER CHANNEL m I (MH-2) x 1 x=1 f 1 °�v I (4) 1/2' X 1 1/4' H.S. BOLTS (HW5532) I� DETAIL B HEADER & GIRT JAMB CONNECTION . I i I tt; 2.1 4 I 5 NOTE 1 USE 1/2' X 1 1/4' A307 BOLTS & NUTS FOR ALL BOLTE (HW5534 D CONNECTIONS UNLESS NTD. OTHERWISE. W/HW5586) 4 1q 414 RAFTER 1 Z15 PURLIN CL3029 JI =zi A_____fCL3016 3 ____ --- -------------- cl UUi CIO 4 ZI5CL3029 17- ®�® IN CL3029 PURL I WI S21 UUI ®® I CLL-10 CL3116 I +z+i EAVE STRUT ®8 ESI (§ ,ties (4) 1/2'0 X 1 1/4' A325 BOLTS W NUT (HW5532) 45'-2' / 100'-0' OUT TO OUT OF STEEL LINE EXTRA PURLIN DETAIL AT ROOF LOW SIDE CORNERS JOB NUMBER FM19849 LD DRAWN DATE A.N. 11/22/11 SPBBL BUILDINGS, INC. CHECKED q TE 2929 INDUSTRIAL AVE. A.N. 11/23/11 FORT MYERS, FU LORIDA 33901 4 OF 5 o.AS EII ELA r4 ����✓ M e• 'IcUF N .. P PERMITlfrIi111�1�3/11 RMQ ISSUE REVISION DATE BY BUILDER- SAVE THE CHIMPS, INC. CUSTOMER, SAVE THE CHIMPS, INC. DESCRIPTION ROOF FRAMING PLAN & SIDEWALL ELEVATIONS (§ ,ties (4) 1/2'0 X 1 1/4' A325 BOLTS W NUT (HW5532) 45'-2' / 100'-0' OUT TO OUT OF STEEL LINE EXTRA PURLIN DETAIL AT ROOF LOW SIDE CORNERS JOB NUMBER FM19849 LD DRAWN DATE A.N. 11/22/11 SPBBL BUILDINGS, INC. CHECKED q TE 2929 INDUSTRIAL AVE. A.N. 11/23/11 FORT MYERS, FU LORIDA 33901 4 OF 5 o.AS EII ELA r4 ����✓ M e• 'IcUF N .. P PERMITlfrIi111�1�3/11 RMQ ISSUE REVISION DATE BY BUILDER- SAVE THE CHIMPS, INC. CUSTOMER, SAVE THE CHIMPS, INC. DESCRIPTION ROOF FRAMING PLAN & SIDEWALL ELEVATIONS BUILDER- SAVE THE CHIMPS, INC. CUSTOMER, SAVE THE CHIMPS, INC. DESCRIPTION ROOF FRAMING PLAN & SIDEWALL ELEVATIONS CH2621(TYP NN6CO10500 FRA6-200700 I` 2'-0' I I I I I I I I I I I I I I I I rn 0 w to (n 0 Vl 0 Vi n N (n(7 N V1 Vl fn w N 0 y 0 0 fn FBM6-100200 OPEN FOR MASONRY FBM6-100200 ❑ l' J ➢➢IfTVDI IYI l' 1 1 i BR- BR- Z19 Z19 BB2(TYP) Z19 I I I I I F031 1 F❑2 1 1 I �_-__L____J____L_L___J__ I I Z 0 Z20 BB2(TYP) Z20 I I I I 1 F02 F02 Z18 Z17 Z22 Z21 2'-1' Z21 AN1219(TYP) ---------------- BB2(TYP) Z17 I I I I F03i F03 i 1 1 1 I - I I I I BC- EC- C- C- 18'-6' 16'-6' 70' o• ENDWALL "B " R2 J I` 3 3/4'. f 12 10000 35'-0 13/16' 7 @ 4'-4 3/4' 3'-4 5/16' 16 'I 5/8' 1'-8' 1'-5' 1'-5' 2'-3' F-11 7/8' V-5' BAl BA1 A I BA3 BAR RR- DOUBLE IONLY 2 3 & FL-4 C 0 I N = BA5 u H Z W x Q' Q W > o w U Q W 11 N BA4 /U N I Z ry A 20'-0' E.H. 17'-6' N 12'-6' 7'-6' — 2'-8' MASONRY — 0'-0' \__BC - 8 1/4'� I 1'-8' 11 1/4' -1 h_ O 1 o I O N (L O o I o i 1 0 1 H 10 O ~ 0 I I 0 1 O o oN I N a I O ,D n N 0, w (1) oii 01 W n �p F 0 (1)rn 0 0 0 0 V1 0 fn 0 ocl VI 0 0 0 00 V1 0 0 VI fn � ❑ FBMG-100200 OPEN FOR MASONRY FBM6-10021 1 CH2621(TYP)/ BC- --/ T l' 1 ➢➢IfTVPI I Y I 0 BR- BR 18 Z17 Z19 Z19 BB2(TYP) Z19 Z20 Z20 BB2(TYP) Z17 BB2(TYP) Z20 AN1219(TYP) GL- —/ \ FC- A — 20'-0' E.H. — 17'-6' N Z22 Z21 — 12'-6' Z21 _ 7•-6• I I F03 I i 2'-8' MASONRY C-__BC_ 15'-0' 20'-0' 20'-0' 70' O' ENDWALL "D " BOLT SCHEDULE CONN. QTY. SIZE A 4 1/2' X 1 1/4' HW5532 B 9 3/4' X 2 1/4' HW5602 C 14 3/4' X 2 1/4' HW5602 N 4 1/2' X 1 1/2' HW5604 ❑ 4 3/4' X 2 1/4' HW5602 P 2 3/4' X 1 3/4' HW5536 NOTE, ALL BOLTS TO BE HIGH STRENGTH WITH NUT AND WASHER. CONNECTION 'A' REQUIRES WASHER ON EAVE STRUT SIDE ONLY. 1'-5' l lAl 1'-5' A RR— 11' al 68'-8' OUT TO OUT COLUMN FLANGE 1 70'-0' STEEL LINE TO STEEL LINE O2 FRAME CROSS SECTION AT FRAME LINES THRU ®_ /8' — 2'-3' u n u 0e 11 8' 0 I N 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-325 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 D❑ 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 IS FLANGE BRACED ON ONE SIDE ONLY. FRAMES AT BLDG. ENDS REQUIRE FLG. 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-SECTION ARE MEASURED AT THE COLUMN BASES ONLY, THE WIDTH MEASURED AT THE EAVE CAN BE WIDER DEPENDING ON COLUMN OUTER FLANGE THICKNESS CHANGES. 8. RIGID FRAME IS SYMMETRICAL ABOUT CTR. LINE 3 3/4'� � R3 7'� 12 1.0000 19'-10 13/16' 24 10 13/16' I 1'-8 13/16' 2'-0 1/8' y-8 7/8' 16' x l7 w x w w 0 I m 8 �t/�' g 19-2' OUT TO OUT COLUMN FLANGE 2• 20'-0' STEEL LINE TO STEEL LINE 1 FRAME CROSS SECTION AT FRAME LINE 2.1 3 3/4'. I R3 7'� ��— 12 1.0000 19'-10 13ii6' 0 3/16' 3'-0' _I SO 13/16' 1'-8 13/16' 2'_o 1/8' 1'-8 7/8'21-0 16' R. CL3033 & N g. 19'-4' OUT OF COLUMN FLANGE TO STEEL LINE 20'-0' STEEL LINE TO STEEL LINE FRAME CROSS SECTION AT FRAME LINES O3 ANDA_ F-- x 0 w x w 00 I ON SUB NUMBER FM19649 AAN, 11/22/11 STM BUIDDINGS, INC. H A TE 2929 INDUSTRIAL AVE. A.N. 11/23/11 FORT MYERS, FLORIDA SHEET NUMBER 33901 5 OF 5 ,,ieJEuEL4,rj. ®,fj ✓ '( �1CF_ f: C ^�r .. e P it ray, PERMIT nl;ds+t... 1 3/11 RMQ ISSUE REVISION DATE BY BUILDER , SAVE THE CHIMPS, INC. CUSTOMER- SAVE THE CHIMPS, INC. DESCRIPTION , ENDWALL ELEVATIONS & FRAME CROSS SECTIONS :, - _ s""''�..—� � .-a..�u—'+'.�rn.-"'' . � �';�I..►-n.l.%" .. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: JA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 1'-0" ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. DON'T LIFT TRUSSES WITF SPANS LONGER THAN 10' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 0 degrees Spree er Bar or less i 4 1/2 g Line span approx. Truss must be set this way If crane used. True. Is on example, your truce may not motch. lsist crane operator sets truss this way. kug �_ ADprox 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is on example• truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A AIR HANF=>I—ER IVO'TE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. FLOOR TRUSS NOTES 1. Do not load floor trusses with construction loads such as concrete blocks. 2. Do not install floor trusses upside down, refer to engineering sheets. 3. Install strongbacks per drawing to improve floor truss performance. 4. Apply rigid drywall ceiling directly to bottom chords of floor trusses, or brace with 2x4 lateral & diagonal bracing spaced per engineering. 5. Chases are shown with dotted lines and may also be placed in other trusses. Chases must be centered between bearing points, & are not in girder trusses. 6. Review this document to insure mechanicals can pass through floor trusses. Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) 16d nails @ top & bottom of 2x4 vertical block. 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGBACK as close to bottom cord as possible. STRONGBACKS are recommended to MINIMIZE VIBRATION I I I I I I I 6 I I I I I I I I I I I I I A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 24" Deep Floor System @ 12" o.c. PLUMB CUT END 4 x 2 Top Chord BEARING HEIGHT UNKNOWN END DETAIL: F1 24" Deep Floor System @ 12" o.c. PLU9 CUT END 4 x 2 Top Chord BEARING HEIGHT UNKNOWN END DETAIL : F2 a N END DE. i F1 1 I Ic_I_ I I I I I I I 1 µ LL IL 1L LL LL LL LL LL LL LL LL I,L � LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL IJL LL LL LL LL LL LL LL u LL LL LL � LL LL � LL � � �y � LL �y LL �y LL � LL LL LL LL LL LL I I � I I � 65' r H///%//../i%%/.%ix,�%/.%IA.//7%/.%y�/I[%/.%H.//.%"//.7%%r/5%U7%/.%ry.%%%/%%7%/.%%/..//I%%/.%//i7%/.%•IY.%i/I%%/.h%/i9%/.%%/..//i7%/.%%K7%�2%/.ice2' % 2.021 945. 0011 rr i'V r .r %//////.%%/.5i/I%'//.%%5%/.%%/a/'ee%%'%%I7%/.%%/.//eL%/.'L%/T%%/.4%Oi%/,%%G.///.'L%/.%'7%/.%%/.ri I�Iif111��I�1�11�11�11�tI�1�11��N11�111111�11��1�11111�1■tli�tl�t■Ii���11�1i�11�1�1�tI�1�t�11�11�1�1�1�11�tI�t�11�1�11�tIfICl��l�tl�l�liflll�l�lAll�lifltl�tlflll�t�tl�ll�tl�1 % rr •• ri rr r. //,%%/.%%%%/%%7%!%%/.%%" L%/G%%%/.I%6%/.L%/.G%%%/.III%/.%%/.5%%%/.hIYI%/.%%/L 0F2 MEZZANINE OVER OFFICE STEEL BEAM BY BUILDER I I END DE. F1 FLOOR TRUSS PERFORMANCE CHART TRUSS ID I LENGTH SPAN DEPTH MAX /D LESS BOUNCE FLA 25- 0- 0 24- 6- 8 2-0-0 1 18 112.3 FLB �,25- 0- 0 23-10- 8 2-0-0 1 18 112.0 This chart has been included as a tool to help evaluate floor performance. Flocs truss performance is not a safety issue. Bounce and deflection that is acceptable in one building may not be in another. S/D= SPAN to DEPTH RATIO, shown as a number & graph line. MAX=Maximum S/D recommended. The higher the S/D and the longer the graph the bouncier the floor will be. The way to improve performance is for the building designer to reduce the truss span and/or increase truss depth. Refer to FLOOR PERFORMANCE / REDUCING VIBRATION, attached. MORE> MIDDLE MEZZANINE ii I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout. vhich is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout ha,: been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) jays of delivery the undersigned agrees that no backcharges will be allowed. In the event >uch written notice is furnished Chambers Truss shall have three (3) business days in which :o begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver' because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. to. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIrTPI/WTCA 4 - 2002"" A spreader bar maybe required per "BCSI I-W* m prevent injury & damage" Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads o , n trusses this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS-COM Email: MAIL@CHAMBERSTRUSS.COM N'\nllfl4nnMt\fnMl AV naf. nlla]XN 90.5/92.6 MITEK 4.2 DESIGN CRITERIA PER CODE SUCH AS SBCRIA 16046.UCIBLE County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria A,SCE 7-2005 Wind Design Method Main Wind Force Resisting Roofing Material NO ROOF Loading in PSF Floor Top Chord Live 125 Top Chord Dead 10 Bottom Chord Live 0 Bottom Chord Dead 10 TOTAL Load 145 Duration Factor 1 Wind Speed 440mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height i 1'-v— ! 0'- 3 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBANISUBURBAN Barrier Island No Conforms to FBC 2007/2009 AMENDED Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 70324 Scale: 3/16 = 1' 129 total trusses, 2 ,''fferent trusses. MI 4: SAE ACAD: SAE Reviewed By:�, tt11T/tt Date: 11 /17/11 FOR RK DAVIS CONSTRUCTION DESCRIPTION: CHIMPS MEZZANINE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 2 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 70324 ' ■- DOOR SCHEDULE TTHRESHOLD NOTES DOOR.# SIZE TYPE MATERIAL 1 3'-0 x 7 0 - FLUSH HOLLOW METAL _ LEVER LOCKSET, KEYED DIFFERENT, A! ITO DOOR CLOSER - 2 - LEVER LOCKSET, KEYED SAME, AUTO DOOR CLOSER, WIND RATED 3 „ „ „ „ " _ LEVER LOCKSET, KEYED SAME AS DOOR 42, AUTO DOOR CLOSER 4 �� �� �� _ _ _ LEVER LOCKSET, KEYED SAME AS DOOR k 2, CRASH CHAIN, WIND RATED 5 �� '� " LEVER LOCKSET, KEYED SAME AS DOOR N 2, CRASH CHAIN, WIND RATED, VIEW LITE 6 ' " NA PRIVACY LOCKSET, AUTO DOOR CLOSER 7 12'-0 x 16-0 ROLL UP STEEL STEEL NA STEEL JAMBS BY METAL BUILDING MNFG., DOOR TO BE WIND RATED WINDOW SCHEDULE I NIARK SIZE— TYPE GLASS -TYPE FRAME MANUFACTURER/MODEL ATTAICHMENT-OTHER NOTES A 53.25"x EXTERIOR CLEAR IMPACT ALUMINUM POT WINGUARD, SERIES PW- SMS, 1/4 x 3', 12' O.C. MAX. INTO 50.5" SINGLE HUNG RESISTANT IST WHITE IMPACT 701 +60.0 /.60.0 S'I CBL JAMBS, ALL SIDES :RESISTANT - li 24" EXTERIOR CLEAR 7/I6 IMPACT ALUMINUM POT WINGUARD SERIES PW- SMS I/0. x 3 12" O C MAX INTO FIGURE 31 LAVATORY CLEARANCES REA -- b o *41- LL az SIDE BACK (LONG) SfD-L r O 30-In by 60-in (760-mm by 1525-mm) Stall NOTE: Shower head and control area may be on hack (long) wall (as shown) or an either elde wall. 36 min 12 max - 5 m in _. _ ... ti SHOWERTNAM a Iy, J j{j{ 4FA4 l °o �Q WOMEN i " `19 ll l�fl �l „ PANEL, PLYW .......... WHITE IMPACT ---- SIDE WALL x 7 49 min BAC KaWALL (b) I I I �- AWNING RESISTANT 7U1 +71.9/-71.9 STEEL IAMBS, ALL SIDES , 1, - RESISTANT FINISH SCHED ULE REMARKS R00111 _ FLOOR BASE - - WALLS _—CEILING _ OFFICE VINYL VINYL PAINTED DW ACOUSTIC ® 7'-10" FILES •, -- „ MENS ---- CERAMIC TILE - CRRAH!/C TILE — CERAMIC TILE PAINTED DRYWALL 7'-10" C°) 36" GRAB R-I R2, 42" GRAB BAR, FREEWHEELING TP HOLDER, 30" .Y 90" MIRROR 'C' FOLD TOWEL DISP -- --- _ LVOA4ENS _ _'- PAINTED DRYWALL Q 7-l0" - 36 Gr,gB BAR, 42"GR43 BAR, FREEWHEELING TP HOLf7ER,30"X40" MIRROR, 'C' FOLD TOWEL DISP . SHOWER PAINTED DRYWALLcu 7'-10" 'CICREE SIDE GRAB BAR, ROLL IN SHOWER BREAK VINYL VINYL PAINTED DW ACOUS_TIC@ 7'-10" UNDER SINK TO BE HC ACCESSIBLE _—COUNTER EXP METAL, EAP BLK, PAINTED TOOLS EXP CONC EXP PLYTV EXP III) TRUSSES EAT BLK, EXP METAL PAINTED SHOP PLYW CHAIN LINK EXP ROOF STRUCTURE OPEN- METAL PANEL, PAINTED CANOPY BLK OPEN - AIETAL MEZZ FILE UUtay _r q� INP,z N \\4 ga STANDING SEAM METAL ROOF CA TOOLS FACTORY FINISHED METAL WALL PANELS ` `FACTORY FINISHL"I'�,ADLE TRIM CANOPY STRUCTURALS � tl .30701-iM DOOR lY1 / / r METALPAINTED MASONRY WAINSCOT -- —r 4. CLASSIFIED AS `FACTORY INDUSTRIAL' F-3 - TYPE III-B 7 HIS BUILDING WILL BE USED AS A MAINTENANCE FACILITY FOR THE `SAVE THE CHIMPS' - LNSANCTUARY. A GATED SANCTUARY FOR CHIMPANZZEES. IT H NOT OPEN TO THE' PUBLIC. z FLOOR THE EMPLOYEES WHO WORK HERE MAINTAIN THE FENCES, GROLJNDS AND HOUSING FOR ,a-" 4' SE WEf_ TO . BUILDING DESIGNED TO COMPLY WITH THE `IBC' 120 mph W.L. AND 20 Ib/sf I.I. STEEL STRUCTURE LOOR PLAN I �$" = 1'-0 THE CHIMPS. DURING A NORMAL DAY EMPLOYEES WILL BE WORKING ON THE GROUNDS �sEF �'(G "(,a fly, BY `DEAN STEEL BUILDINGS' EXPOSURE `C' OCC. CLASS `F OF THE SACTUARY MORE TIME THAN THEY ARE IN THIS BUILDING. 0 z x a E2 Id 4n n0 V m m °z m ND U W m ccl Z_ J [0 0 C] b' Cj l7 U J W w _1e J W a a ( - � J w i. W . > L mz a W W31n z J k N U In a m3 L3 m ❑ m j z M LL m D c 2 W m a zl,a ❑ ❑ W 2 N an � n DRAWN CHECKED DATE SCALE --- DRAWING NUMBER 0111Eli' IIOWdi71 al 5 _' ilRllfllf�ti 1 rL �I STEEL STRUCTURE 24ga STANDING SEAM METAL RO 3" VINYL FACED FG INSULATION FACTORY FINISHED GUTTERS FACTORY FINISHED 26ga METAL WALL PANELS STEEL WALL GIRT STEEL BASE METAL DRIP 'li' BLK TIE I FILLED WY FILLED CELL NU (1) #5 BAh nUUNcu III r U r m BM & FOOTING, 3000 psi CONC. PAINTED EXTERIOR, SMOOTH FACE, 8" CMU SLAB & FOOTING - SEE END PLA SECTION `A' 3w, = i'-o STEEL ROOF PURLIN -� STEELSTRUCTURE 24ga STANDING SEAM METAL ROOF 3" VINYL FACED FG INSULATION — FACTORY FINISHED GABLE TRIM — FACTORY FINISHED 26ga METAL — WALL PANELS 3W7 MEZZININE DECK-8d NAIL 16" O.C. WOOD FLOOR TRUSSES W 14x22 STEEL BEAM. 2x4 ACOUSTIC CEILING W/ R-19J / �^ 1 V FIBERGLASS INSULATION KZ STEEL WALL GIRT ('• '/;'PAINTED DRYWALL ON 31/2" STEEL FRAME W/ R-I 1 FG INS, - STEEL BASE ANGLE---' METAL DRIP TRIM ® \ 'H' BLK TIE BM W/ #5 BAR CONT.--; r:. FILLED W/ 3000 psi CONC. FILLED CELL COLUMNS 6'-0 O.C.• W/ (1) #5 BAR HOOKED INTO TIE BM & FOOTING, 3000 psi CONC. / PAINTED EXTERIOR, SMOOTH— FACE, 8" CMU SLAB & FOOTING - SEE END PLAN v SECTION `C' 3/a' =1'-o r2\-e VAR.1E5 r1D4( •+Zr s" STEEL ROOF PURLIN N STEEL S'I'RUCTURE 24ga STANDING SEAM ME'IAI. RO 3" VINYL FACED FG INSULA LION FACTORY FINISHED GABLE TRIM FACTORY F'INISIiED 26ga Nil_ EAL WALL PANELS STEEL WALL, GIRT STEEL BASE ANGLE METAL DRIP TRIM 1V BILK TIE BM W/ #5 BAR CONT. FILLED W/ 3000 psi CONC. FILLED CELL COLUMNS W-0 O.C. W/ (1) #5 BAR HOOKED INTO TIE BM & FOOTING, 3000 psi CONC. PAINTED EXTERIOR, SMOOTH FACE, 8" CMU SLAB & FOOTING - SEE END PLAN 'ffi-. ......I I SECTION &1 3/4" = 1'-0 7STEEL ROOF PURLIN ,,... STEEL STRUCTURE i 24ga STANDING SEAM METAL ROOF �- 3" VINYL FACED FG INSULATION �— FACTORY FINISHED GABLE TRIM'"` FACTORY FINISHED 26ga METAL WALL PANELS '/,"MEZZININE DECK - SdNAIL 16" O.C. WOOD FLOOR TRUSSES STEEL ROOF PURLIN 24ga STANDING SEAM METAL RO 3" VINYL FACED FG INSULATION FACTORY FINISHED GUTTER -- FACTORY FINISHED 26ga METAL - WALL PANELS 'G" MEZZININE DECK- 8d NAIL 16" O.C. WOOD FLOOR TRUSSES AHu 2x4 CONT. RAIL, (2) 12d NAILS '.-- a ,^ , TO EA VERT l -47' ,Irjr' ''/F' PLYWOOD, 5d NAIL 16" O.C. _.-_... - 2x4 VERT, 48" O.C. MAX, 3/8"x 6" LAG INTO TRUSS, 3/8"x 4" INTO '/<" MEZZININE DECK -8d NAIL 2x4 BLOCK 16" O.C. WOOD FLOOR TRUSSES ZS (a -r® �' V_" PLYWOOD CLOSURE --I5" MEZZININE DECK - Sd NAIL ' � ' - -• -'- -- '� • ------ — 16" O.C. -WOOD FLOOR TRUSSES W 14x26 STEEL BEAM 12" L. WD 2x4 BLOCK @.LA VERT ' (2)'/d'x2"LAGS TO STEF-.L. BM i n ss 2�c _ '2X4AGGUSIICCEILING W/R-19 FIBERGLASS INSULATION PLWWOODW/#12 SELF DRILLING FLAT HEAD SCREWS 12" O.C, f ( 0ga STEEL STUDS 16" O.C. - 2x4 ACOUSTIC CEILING W/ R-19 < FIBERGLASS INSULATION J�a "- '`" '/," PAINTED DRYWALL ON 31l2" '/" PAINTED DRYWALL ON 31/2" /" STEEL FRAME W/ R-I 1 FG INS. STEEL FRAME W/ R-I I FG INS. LAB - SEE FND PLAN SLAB - SEE END PLAN. -- *^ SECTION `F' 3/a" —1'-0 SECTION `G' 3/4" = 1'-o a• ZO -o" EN 11x LA t. EXTERIOR -' -`-- - ---`• — STAIRS NOT '*�� '•''` %� SHOWN 2x4 ACOUSTIC CEILING W/ R 19 I FIBERGLASS INSULATION - STEEL WALL GIRT i-; 'h" PAINTED DRYWALL ON 31/2" STEEL FRAME W/ R-I1 FG INS. STEEL BASE ANGLE i, W IAx22 STEEL BEAM/ METAL DRIP TRIM-----Yr' tZ'S 31/2" STEEL PIPE COL" ------ �/ ._.__ 'H' BLK TIE BM W/#5 BAR C:ONT. —�--- STEEL BASE ANGLE -- / -- FILLED W/ 3000 psi CONC , Ijf _ METAL DRIP TRIM FILLED CELL COLUMNS 6'-() O,C 'H' BLK TIE BM W/ #5 BAR CONT. W/ (1) #a BAR HOOKED IN'1'U TIE FILLED W/ 3000 psi CONC. l' BM & FOOTING 3000 psi CONIC. FILLED CELL COLUMNS 6'-0 O.C. I „ PAINTED EXTERIOR, SMOG I I'l I --- i2i'gI W/(1)#5 BAR HOOKED INTO TIE +Z�Y7FACF 8'CMU BM & FOOTING, 3000 psi CONIC. SLAB & FOOTING SEE. FN11 PLAN PAINTED EXTERIOR, SMOO"1-I1..,,, 'Irk FACE, 8" CMU SLAB & FOOTING - SEE END PI,A - - I SECTION `E' 3/4" I'-o E 'FBC' 120 mph SECTION `D' 3w, = 1'-o BY? DEAN STEEL BUILDINGS' EXPOSURE BUILDING DESIGNED TO COMPLY WITH HC' OCC. CLASS U W.L. AND 20 Ib/sf I.I. STEEL STRUCTURE C3 `O N 2x4 CONT. RAIL, (2) 12d NAILS -"- TO EA VERT " PLYWOOD, 6d NAIL 16 O.c-'------ 2x4 VERT, 48" O.C. MAX, 3/8"x 6"--, LAG INTO TRUSS, 3/8 x 4" INTO 2x4 BLOCK --3/4" MEZZININE DECK -8d NAIL 16" O.C. -WOOD FLOOR TRUSSES W14x26STEEL BEAM •• 12" L. WD 2x4 BLOCK (q7D, EA VERT (2)''W'x2" LAGS TO STEEL BM 1 FOUNDATION SCHEDULE Fl -18"x 10" CONTMONOLITHIC FOOTING W1(3) #4 BARS F2 - 3' X X X VD. PAD FOOTING W1 #4 BARS 12" O. C. EA WA Y - DRILL IN ANCHOR BOL TS %" x 5" F3 - 3' X 3' X I' D. PAD FOOTING W1 #4 BARS 12" O.C. EA WAY- HOOK ANCHOR BOLTS UNDER #4 BARS F , e F4 - 8"x 8" CONT, MONOLITHIC FOOTING W/ (1) #4 BAR F5 - 4' X 4' X VD. PAD FOOTING W1 #4 BARS 12" O.C. EA WAY- HOOKANCHOR BOLTS UNDER #4 BARS, EXTEND AB's 5112"ABOVE GONG SLAB - THESE AB's TO BE GALV. W1 LEVELING NUTS AND WASHERS F6 - 2'-6"X 6'-8"X VD, PAD FOOTING W/#4 BARS 12" O.C. EA WAY- HOOK ROOF COL AB's UNDER #4 BARS SLAB - 4" THICK W/ FIBER ON 6 MILL PLASTIC VAPOR BARRIER - SAWN CONTROLL JOINTS, 1112" DEEP AS SHOWN WALK - 4" THICK W/ FIBER - SAWN CONTROLL JOINTS, 11/2" DEEP AS SHOWN 31/2" STEEL PIPE COLUMN, (2)-.: L x - SEE FNp PLLAN-- SLAB DRILL IN AN CANOPY -4"THICK W/FIBER -SAWN ._-.CONTROLL JOINTS, 11/2" DEEP AS SHOWN NOTES: ALL CONCRETE WILL BE 3000psi ON CLEAN, COMPACTED, POISONED FILL '_ : DIRT. ANCHOR BOLT LAYOUT = WILL BE AS PER THE BULDG. MNFG. CO. SPECIFIC ANCHOR BOLT DRAWING `^ y� MIN. 1112" COVER FOR ALL REBAR. r SLOPE SLAB EDGE 1"AT ROLL UP DOORS SECTION `H' 3i<" = i'-o lDo'-o° 250.00 25 'Dit 3 ! I FILE COPY = = I `a- ! _ I J' 0 Q - 5L_h. r A'r 30'� d' FZ °N I rill ra � ;. 1 r _ %x 5HAl2PW t I (2,) Ip'1�6+4 C4YPIcaL� T ��,_- F� l -04 W I r, ! pa lib:-o" -7"0' tr— �� z FOUNDATION PLAN 1�8 1 -0 ALL CONCRETE IN BE DESIGNED TO COAIPL i-1 lJ1V 1V rL n— ' _ FLORIDA BUILDING CODE 201G/s{L7f�"E LOAD & 120/raph TYIND LOAD n®a � O U 4 F R w O IL 0 O U III. , W x a 0 0 m w O J U LL LL ® o _ a w 01) Q 1 O 0 rTl C) WHrN �1H � O V 1 � w FI'i r� U Wm ON Z_ d r J I9 � 0 to J u Z 2 * ww W U J W J a R' J 4 ❑ 4 W E `. J J w 7. lJ V 5 ain0. _j Z !� w3¢ Flo x OIL 01 J Q w 0- a m 3 U lb ❑ m J Z N IL a 7 4 z Ll 4 = o„ U I N a� as _ DRAVRJ CHECKED TUA1E----- SCAI E DW@@AWIM p�NUMBER iog6---� _ 4�IBIIfi�ii'sl I.. i N m STAIR DETAIL r° = i,-o j� i 'WOOD HANDRAIL W/ METAL SUPPORT BRACKETS 36" O.C. i/," PLW WOOD-- :"PLWWOOD W/#12 SELF DRILLING FLAT HEAD SCREWS 12" O.C. .5"x 2.5" 16ga STEEL ANGLE ATTACH TO GIRTS & BLK W/ 'A" FLAT HEAD SCREWS -- -t-1-7 2x12 TREADS (17) @ I I" = 15'-7" (3).12D NAILS TO EA. STRINGER ) X MISERS (18) @ 7" - 10'-6" (3) 2x12 STRINGERS 2x10 SUPPORT BM (2)'/2"x 4" LAGS TO EACH POST/BM Hl TO EA. STRINGER W/ (10) 6D NAILS (2) 2X8 SUPPORT BM, (2)'/2"x 4" LAGS TO EA. POST, HI TO EA. STRINGER W/ (10)6D NAILS 4X4 POST, AB44 POST BASE W/ %2"X 3"- MA & (8) lOD NAILS - BC4 CAP W/ (12) 1ODNAILS 5"x 10"x'/," TOP PLA 3112" PIPE COLUMN 31/2"x 10"x 5/8" BASI (2) %"x 6" DRILL IN SLAB & F00TING- 3" VINYL FACED FG INSULATION — FACTORY FINISHED 26ga METAL — WALL PANELS 'R' MEZZININE DECK - 8d NAIL 16" O.C. WOOD 2x12 FLOOR JOIST 16" O.C. W 14x22 STEEL BEAM s 2x4 CONT, BLOCKING,''/d'x2" LAGS TO STEEL BEAM 16" O.C. W' PLYWOOD, 6d NAIL 16" O.C. 2x4 VERT, 48" O.C. MAX, 3/8"x 4 LAG INTO JOIST, 3/8"x 4" INTO 2x4 BLOCK '/I' MEZZININE DECK - 8d NAIL 16" O.C. WOOD 2x12 FLOOR JOIST 16" C 2x4 CONT. RAIL, (2) 12d NAILS TO EA VERT '/2" PLYWOOD, 6d NAIL 16" O.C--- 2x4 VERT, 48" O.C. MAX 1 2x4 STRONGBACK 48" O.C. MAX 3/8"x 4" LAG INTO TRUSS T&B MEZZININE DECK-8d NAIL ' 16" O.C. WOOD FLOOR TRUSSES W ] 4x26 STEEL BEAM STAIR AT MEZZ. OVER OFFICE 5"x 10"x'!," TOP PLATE W/ (4)'/2" BOLTS 31/2" PIPE COLUMN W 14x22 STEEL BEAM' \ 2x4 CONT. BLOCKING, W'x2" LAGS TO STEEL BEAM 16" O.C. 12" L. W D 2x4 BLOCK @ EA VERT (2)1/;"x2" LAGS TO STEEL BM DBL. 2X12 BM STAIR AT MEZZ. IN MIDDLE lyl jN 0 pI in lCrr •mod'. per Iy4 Ir MEZZ. PIPE COLUMN NTS ' EXT. STAIR BASE NTS Syr r 31/2"x 10"x 5/8" BASE PLATE W/ (2)'/d'x 6" DRILL IN ANCHORS SLAB & FOOTING - SEE FND PLAN SECTION `I' 3/4„ =1'-0 IM DOOR LEAF 'HRESHOLD & Oga `z' FLASH 5" PLYWD FLOOR — 1/2" PIPE RAIL w/ VERT. 4'-6" O.C. _ 1/8" DIAMOND PLATE STEEL DECK, WELD @ 2"L, 8" O.C. - 3x3xl/4 ANGLE @ MIDPOINT, WELD CONT, EA. END - p_ I 8x111.5 `C', (4) SIDES " I 31/2" PIPE COL. w/ 'L' TOP PLATE, 5"x5"x31/2"x5/8", j WELD TO EA. `C BOTT. PLATE, 4"x6"x5/8" w/(1) %"x6" AB EA. EXTERIOR STAIR LANDING 1" = I'-o 11/2" PIPE RAIL w/ VERT. 4'-6" O.C. i r-1Ox15.3 `C', STRINGERS 1/8" DIAMOND PLATE STEEL TREAD, RISER, FULL WELD @ EA. END OF TREAD EXT. STAIR RISER NTS u 8 f VINYL FACED FG INSULATION FACTORY FINISHED 26ga METAL li ,}.I�-(o' WALL PANELS STEEL GIRTS WOOD HANDRAIL W/ METAL SUPPORT III BRACKETS 36" O.C. %2" PLWWOOD W/#12 SELF DRILLING FLAT 4-Z!4 HEAD SCREWS 12" O.C. - - 2 5"x 2 5" 16ga STEEL ANGLE ATTACH TO GIRTS & BLK W/'/P FLAT HEAD SCREWS --• TOP OF BLK WALL STARIS 1 x RISERS FILE COPY 4b -- _ Z19 I - STAIRS, SEE DETAIL /J; I WOOD TRUSSES / I �— W ] 4X22 STEEL BEAM 1 31/2" STEEL PIPE COLUMN (b — STEEL BUILDING COLUMN�J I' <r I b � I I i I i I I Q 4 I 1 I I 125 LB/SF LIVE LOAD i I I I 4�I I �J 'd- 'd- I I r Z X m d m 4 N N W d m - Z - L Z r DJ N m U WAN r N Z d m o ti >LL Z Z W J I.I J wJ G a J wK d U J QIc . > J w xIW c7jl w m z a J W ui a,l U x In Q a N m W m 3 IL m M ❑ N J Qma zwa _ U w ❑- I N an N -r T N F DRAWING NUMBER ti1nI��ISII ��9NIGAI�III'r,1ni TOP OF BLK WALL - STARIS i i i z MEZZ. FRAMING OVER OFFICE PLAT !u y 'LWOOD DECK JOOD TRUSS V OR 9" DUCT 1 METAL TRANSITION REGISTER 8.5"x 14" TRANSITION FROM REGISTER TO GRILL CEILING GRILL CEILING INSULATION ACOUSTIC CEILING DUCT TO GRILL DETAIL i v2°° = i,-o HVAC SCHEDULES AND NOTES: HVAC UNITS SHALL BE SPLIT SYSTEM DX UNITS, 13.0 SEER MIN., WITH HEAT STRIP AS INDICATED. MOUNT UNITS ON MEZZANINE WITH PAN AND FLOAT SWITCH FOR UNIT SHUTDOWN AND DRAIN TO BLDG. EXTERIOR. INSTALL ALL UNITS TO BE COMPLETELY ACCESSIBLE. REFER TO ARCHITECTURAL SECTIONS FOR CEILING HEIGHT RESTRICTIONS — ALL EQUIPMENT AND MATERIALS SHALL FIT IN THE SPACE PROVIDED. MAKE MODIFICATIONS AS REQUIRED TO ACCOMPLISH SAME. REGISTERS/GRILLS/DIFFUSERS SHALL BE METALAIRE OR EQUAL UNLESS OTHERWISE SCHEDULED — ALL ALUMINUM CONSTRUCTION UNLESS OTHERWISE REQUIRED TO MEET FIRE RATINGS. SARIS (SUPPLY AIR REGISTERS) SHALL BE METAL AIR OR EQUAL. SARIS (SUPPLY AIR DIFFUSERS) SHALL BE _ SERIES 5000 , M 6, S-4, D-5, OF THE SIZES SHOWN. 8'1: ONE WAY) S-2: TWO WAY, ETC UNLESS OT HERWISE NOTED, 5AD'B SHALL BE 6" X 6" (UP TO 12S OFM)1 9" X9" (130 TO ....... 29D CFM); 24" X 24" FOR 300 CFM AND LARGER. USE M-2 DIFFUSERS FOE DRYWALL CEILINGS. RAG'S SHALL BE TYPE RHF-TB OF THE SIZES SHOWN ON THE PLANS. TG•B (TRANSFER GRILLES) SHALL BE 16/16 OR OF THE SIZES SHOWN ON THE PLANS. PROVIDE 1" T/A FILTERS. EXHAUST FANS SHALL BE BROANU" R EQUAL SP _ SERIES WITH CFM INDICATED AT 0.25 •' SP. RUN 4" DIAMETER EXHAUST THRU WALL WITH WP SCUPPER. MAINTAIN 10' SEPARATION FROM ANY O/A INTAKE. ✓1 .1 1yb 3 -0 LlrlA Ibxlb \,t I DIIP1 � i L J8.0 SGR�, W f." 3 TON AMANA DISTINCTIONS AHU J 3 MODEL #ARPF363616C, 7.5 KW HEAT 208/230V I PHASE MIN CIR. AMPS 39 MOCP 40 AMPS OFFICE AREA HVAC PLAN °A) I WN I I n 1 Ill Ifi L_� To HIS 11 I (V(5ICIFY LOCATlG1'{) 1 1 ell.. L wc S Ir 1ifN it LI/7,'� Oki DYI „N ItouNH FNj1. li ruTula(s Ice N rhop ss yy ss Slhk I I'GW-5CRt7TCE f K eye Ta 51 1p w o I, Was.1, 4 c Ilr WAT E (Z R I �E fZ Irrs I In I h < I>a 3 TON AMANA DISTINCTIONS CONDENSER MODEL #GSX13036/B-208/230V i PHASE jIII MIN. CIR. AMPS 21.8 - N40CP 35 AMPS i 13.0 3 1 N',, ; . u n -'BROAN MODEL 678 FANLIGHT _ _ - 50cfm r- BROAN MODEL 688, 50cfm Y I1.•-i "r To 5S I W TAKE 1 i ` LOL1V61Z Y ��. f VENTILATION CALCULATIONS I'wA-rr.cz FROM SECTION 404 FBCM - WAREHOUSE I I I ggRy IC E AND REPAIR AREA 3500sfx.05cfin/sf=175cfm, WAREHOUSE I �r-4"SEvJE12 3500sfx 15cfirdsf=5250cfm REPAIR I To ejfi?TIG \ TOTAL - 5425cfm REQUIRED TAI t IC y USE (I) 24" V2 hp FAN - 5789cfm @ .125" S.P. I USE (1) 48" x 36" INTAKE LOUVERS I FAN ON THE WEST WALL, LOUVER ON THE EAST WALL TOILET ROOM - SOcfin/WC- SOCFM x (2) 100cfin SHOWER -20cfin/HEA.D=20cfm-USE 50cfrn OFFICE -20cfin/PERSONx(1)PERSON = 20cfin FILES - 20cfm/PERSON x (1) PERSON = 20cfin BREAK -437sf=(9)PEOPLE@15cfm= 135cfin TOTAL = 325chn MECHANICAL PLANys01=1 °-o �I u i0o d O 0 z m �m rc W LL III m z r — m N (P U z wi Z J h LL T 1 U -' W U * J 0 W �aC1 w J J J w W W J ,W,mz w3� w Z) * N w d m 4 1 a m3 D 03 ❑ 0 J z IL c m e m Z Ih IL D n 0 - ` W I N an DRAW11 CI IECKED DATE DRAWING NUMBER ,SICII�I�'ll' Clnl6till•U�hI IMF stilomsf 11'�l 1 L ,. .- .. .. _...- ... �.: .. .o,u.aa .....:::.. .,_..:,..,�.sue,..,.�.u,.:curyue.Jwu�:.n.;._... �.�.:u��.wuw, ��.. _ _ _u+..,.:__u,..:.�t....:.;.....y:.,�.......-•...:....Y::�m:...,..u:mw-�..s<...�...-...�._.....:�.._-_..� �,,._ _-.vw.:zwwvr ut.............,......wm.,..:., �....+.,.wa-r...., ...,.mu..xe.� - --,, ., yi. ..... ...,�..,.. _ ..,. :..�:•.or..a..-._ .,., _. Planning & Development Services Departtrfant f Product Review Affidavit Building &Code Regulations Division Building Permit # Owners Name aJt tNt ! Givn 5 Applicant: r Fort Virginia Avenue _ �U Fort 7724„-1553FL 82 ,--� i L v7x-46z-tss3 g Q:1-<,G Gr t 5 Design Certification, for Wind Load Compliance - must be This Certification must be completed by the project design arekitect or engineer.. 'This (certification ' • submitted in duplicate With all applications for building permits mvoly%ng the constl notion of new residence .. ' '. .uirin a building tni P ermTt� and or mb(i- family), residential tat addition, any tE - • . nonresidential structure. This Certification shall not apply to interior renovations (provided that no ea}etior _ structural.walls, columns or other components are being affected) and certain oche: ,ninol building permits. For „ fort her assistatwe, please contact the Building Inspection Office at ¢772)462-1553 . girl encin d ProcclxName << - s - ''' ' Suee( Nddiess IL89'j t o Pettna? dun-i'�er _ A Occupancy Type Construction TILE,_ Certification Statement: _ I certify that. to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structuralelements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) Wp,1 LL MAY, +I¢AS .r Pe0.n L 7 NA, #IZ Sel}r otfill�n $crCvl tZ O,c. 39,56 45'��,D Steel Rib -a 3 75,1 5 1 Florida Building Code 20Q'L_Edition with 200R Supplements and ASCE 7 •05 Bui Ir)ing5 2. Building Design is: Enclosed:_ Partially Enclosed: Open Building: 3. Mean Roof Height: Roof Pitch: 17- Internal Pressure Coefficient: i 4. Width of End Zone! Wind Speed: 1710 (3 sec. gust) S. Building Classification Table 1-1. ASCE 7- It FBC Table 1604.5 1[ 6. Wind Exposure Classification: Q Adjustment Factor for Exposure & Hei(;ht: j D—_ � 13.56 t 13,56 4-15. 4 z[ 7. Components & Cladding Wind Pressure on Roof Zone 1-33.35 2 -55,R5 3-84, PSF +I +14.yg 8. Components & Cladding Wind Pressure on Wall Zone 4 -32.50 5 -39,56 PSF 9. Components & Cladding wind Pressure on Overhead Garage Door 4M 38 31,21, PSF 10. Loads: Floor 12�p PSF Roof/dead 10 PSF Roofllive 20 PSF 11. Shear Walls Considered for Structure? Yes _ No >( (if No, attach explanation) 'a ttaacn 1'to Gh 5teebA Bldg 12. Continuous Load Path provided? Yes XNo _ (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes L No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: p 00 Presumptive; By Test: X PSF As witnessed by my seal, I hereby certify that the Information included with this certification is true at correct, to the best of my knowiedge and belief.: 100 W A Name: pAut_w"l rE Carlk: 2g�45 33 Design Firm: I• LLCtI LI41- Date: -' 1 ii 22 72Z 4- I4. SLCCDV Form N 02"0 �Vr�14 - 1 V�ISLif Revised 227109 (CL) \ -. - -. _. _ ... i 1e1, Revised 6/112010 (IS) PAN Aer il--' ---- i I �`C Product Opening Design Pressures Product Rated Design sure P Manufacturer Model Number Product Approval Glass Method of AHachment wlraow l } IH IAr NcA 11Nu p5.16 �T " 95M5 IZ 110..G Mu Ions A N A �r ;' Fixed Glass nlock Glass NA Skylights NA Sliding Glass Doora �\ Swin T e Doora 'I'lq'•`910 _ 39,56 '�• SO, Daumn� ri L);l1dMAM Fi-1Ciozg,lNA :�H0 T 4 tf O,G, French Doors Garage Doom +iP' ,5•rA ' 1?-o3 rL 9689. I 14II yq IT n Oc. Hurricane Protection "A Roof Ventilation NA Roofing Motodal — 4-123,! —84.�-I +'a2.2 .lo9.z �Pfin � 1( 'Pr0 IoK PwoiSyotew. r(_ IZo75 �Ak Sec+wtd in C1iP5 e PANEL TYPE - INTERIOR HOUSE MAINS - MLO OR .MAIN BREAKER _ MFG. - SQ 'D' — BUS RATING - _ 200A MOUNTING - RECESS OR SURFACE _ VOLTAGE- '; 120124011160 , I ,; CKT # WIRE POLES AMPS a. y bESCRIPTION �T# CK 'POLES, ° PO AM PS . W RC DE`S Fdl 1 N _ 1 10 2 35 AC COMP--- -2 --2 — 40 .; �. r—e - 5 12 1 20 CHARGER 6 +' 1 ___.i4 CHARGER _ CHARGER 7 - --- - 9 10— 2 25 -- WATER HEATER 10 - _ - } COMPRESSOR - 11 13 -- 12 1 20 LIFT STATION 12 144 2 50 n --- WELDER — 15 " BATH/OFF LIGHTING , 13 18 11 1 20 -- t2 -- WHSE LIGHTING BREAK OUTLETS _ 17 --19 FILE/BREAK LIGHTING 20 „ w —21 " WHSE LIGHTING n WHSE OUTLETS _-23 BATH/OFF OUTLETS _22 24 25 a u u _WE otITLE-T4 26- n _-- 28 n p n _ py/ _ --27 29 d a u 30 e— -- a tr IZ6r----- 31 p e n H n 32 a It 09 - - _ u r Eu1. L-T41 34 n it n 16&. 35 - SPAG6 3G-- _ _ --- - '9PAOE---- --_ --- —4�---- FIXTURE MANF. AND MODEL VOLTAGE NOTES FLCTURE ID A ORACLE 8-OIC4-32-T8-MVOLT, 8' FL. 120V MOUNT ON STRUCTURE+8'-6" �B ORACLE "IC4-32-TS-MVOLT, 8 FL 120V MOUNT ON STRUCTURE +20' C ORACLE MODEL CB-4-32-T8-L741, HI BAY FLUORESCENT 120V MOUNT ON STRUCTURE+20' D ORACLE MODEL OWP-NC•301 MH-230 TIME CLOCK CONTROLL 120V MOUNTONWALL+18' LAY IN ORACLE MODEL 24-OT-3-32-T8-Al2-L741, 2x4 LAY IN FL 120V MOUNT IN ACOUSTIC GRID TOILET RM'S ORACLE MODEL V-1904-6 120V MOUNT ON WALL+6' SHOWER NAUTILUS FAN LIGHT COMBO, 70 cfm - 120V MOUNT 1N CEILING EXIT MAXILUME MODEL ELX-603 Imo— MOUNT ON WALL ABOVE QOOR EMERGENCY MAXILUME MODEL ELM-806 120V MOUNT ON WALL+9'-6" V1 rl i \ 1� I / ^ wit acts 22ov (CYP) 1r3 ELECTRICAL PLAN 1 /8" = i °-0 Electrical Load Calculations-- Per NEC 220 _ Off Ltg 1200 oil 4.5 VA 5400 VA Whse 5800 a 20 11600 VA Heat - A/C 7500 VA _ —_— Welder — - 7200 VA Chargers _ 7680 VA W H 2500 VA Air Compressor----.. 746 VA Lift Station _ 1942 VA Ex Fan 960 VA Total 45528 VA 45528/240 = 190A use 200A Service 1 1 200 AMP .. METER a i PHASE Cam-- 40 CIRCUIT ++ f I - INDOORPANEL zoo AMP i 1 . 2" PVC (2) 3/0 COPPER i (1) 2/0 COPPER \'21/2" PVC (2) 4/0ALUMINUM (I) 3/0 ALUMINUM 46 COPPER GROUND WIRE GROUND ROD FILE C Ci "T Y le, i i I,VA— 1 A - �pljewk . .. a11, r � 9wp - I13 AJc cu , N�.kl g 3 � 23 -4-II0V 9t11-�y Ill ,�}�jj3�J (TYP,i ) i 1' le _� so _ y K \ 6 Evil C A NEL^ In 'i4AHl1 Ji 1 wr ., `Ori �V �1 M6i5'm t-(F-r 33 Y\ IS �R a 1 � Ill Z a xa) Qm w d µ in in r� IS U wpm rry Z PT F d T: — > Z f] � B U J W J � ly J a o a Irl, W O ❑ f o > U in I- i D. J w3In Z r k N j Q 4 ra w m3 a p (0 ❑ N J ?I�a I zI,a [7 ❑ - I N DRAWN CHECKED DATE SCAT F. R E lflili DOOR SCHEDULE FRAME THRESHOLD NOTES_ DOOR # SIZE TYPE MATERIAL _ '___I - T-0 x T-0 FLUSH -HOLLOW METAL METAL ALUMINUM LEVER LOCKSET, KEYED DIFFERENT, Ali'fO DOOR CLOSER 2 — —_ LEVER LOCKSET, KEYED U I I I DOOR CLOSER, ND RATED 3 — LEVER LOCKSET, KEYED � ERS DOOR 4 2, AUTO DOOR CLOSER 4 �� �� " �� LEVER LOCKSET, KEYED SAME AS D(')OR # 2, CRASH CHAIN, WIND RATED _ l'a 5 �� �� LEVER LOCKSET, SAME AS DGO1kN?'; CRASH CHAIN, WIND RATED, VIEW LITE 6 _ NA PRfVACYLOCKSET, AUTO DOOR C"ER. ' 7 12'-0 x ILIA) ` RdLL UP --. '•STEEL I STEEL. NA STEEL JAMBS BY METAL BUI LDING1MNfG; WIND RATED ` > WINDOW SCHEDULE s: MARK SIZE TYPE 1 IILASS TYPE FRAME MANUFACTURER/MODEL ATTAI'CHMEN,T-OTHER NOTES . A 53.25 x EXTERIOR CLEAR 7/16 IMPACT ALUMINUM WHITE IMPACT pGT WINGUARD, SERIES PW- SINS, I/�V' x 3 , 12 O C MAX. INTO 50.5" SINGLE HUNG ' RESISTANT RESISTANT 701 +60.0/-60.0 S"I I�ELJAMBS, ALL SIDES B I 24"v 17" EXTERIOR CLEAR 7/16 IMPACT WALUMINUM HITE IMPACT - PGT WINGUARD, SERIES PW- Nf SINS, I/4" x 3", 12" O.C.MAX. INTO AWNING RESISTANT RESISTANT 701 +71.9/-71.9 S"1'EGL.IAMBS, ALL SIDES. FIGURE 31 LAVATORY CLEARANCES CLEAR 1 FLOOR SPACE 0 FINISH SCHED ULE ROOM — FLOOR LBASE WALLS CEILING REMARKS " OFFICE VINYL — VINYL_ PAINTED DIV ACOUSTIC @ T-10" S _.-- 36" GRAB B I J;, q2 ^GRAB BAR, FREEWHEELING TP 30'( FILES CERAMIC CERAMIC MENS TILE _TILE CERAMIC TILE PAINTED DRYWALL n 7'-10" ,,—HOLDER, A'40"MIRROR, 'C' FOLD TOWEL DISP,. R'DA9ENS 36" GRAB BAR, 42"GRAB BAR, FREEWHEELING TP PA/NTED DRYWALL®T-l0" H01.I IER,30"X40" MIRROR,'C'FOLD TQIJIEL,DISP SHOWER, PAINTED DRYWALL ®7'-10" O tREESIDEGRA —B Bd ROLL; IN Fl0V4 .. w—_ BREAK VINYL PAINTED DFV ACOUSTIC Q 7'-10" _. COUNTER UNDER SINI, TO BE f7C'AC'6.ES4f8bE e EXP METAL, EAT :BLK, PAINTED TOOLS! EXP CONC E°YP , PLYV` V EXP TVD TRUSSES EXP BLK, EXP a METAL PAINTED SHOP "''' PLYWCHAINLINK EXP ROOF STRUCTURE OPEN- METAL PANEL, PAINTED __..CANOPY BLK ' OPEN -METAL MEZZ PANEL, PLYW " 4 M 2n elsw WPSw ry, i n— J under sll,k npe„ 3�I Af 30-In by 50-in (760-mm by 1525-mm) Stall NOTE: Shower head and control area maybe on hack (long) wall (as shown) or on either side wall a BACK WALL SIDEbWAU. \ l SHOWEk. WOMEN MEN mml FIL y� =- -___ --_ E C O ! ■pY —� 4„ _5,,4n Alik8R lta c n e z FLOOR PLAN vs°° _ P-o -- 42'6EWSK TO G,WGT,l 4,ili as 0 -Q yy A O Q oC7 r t � 0 � T M d n F- E o'fem o V a ; 14CIL ; m fJl m J C inUJm JAN?� D Z N m w n 0 z_,-� m �m U m Wkm [B N m �c1 Z_ J P7 IBJ I U W ll aZ B U * a w J a >w > F J J w Z W O 0] H B. J J W3uQj Z w 'u � * N w J m m3 a ❑ p0 f7 In A zmIL Q :1 zL,a 2 O ❑- W Z N B DRAWN CHECKED DATE SCALE DRAWING NUMBER lSnss I� Nliill�I�ilki fpllr _ _ ��iklf#I�1P�� FH e min 'Iraig SIDE BACK (LONG) SIDE 1. M FIGURE 31 30-in by 60-in (760-mm by 1525-mm) Stall LAVATORY CLEARANCES NOTE: Shower head and control area may be on back (long) wall (es shown)or on either side wall. CLEAR- --- t__i FLOOR CE SPACE II --------- I.__a _ _- - 9PLA1bk 4 lh yll111 disk wA6k TON rinih• - yin — under sink o�Err qN.. BREAK ROOM COUNTER BACKaWALL L�, SHOWER a f� WOMEN I ME cq 4.1 41 n a„ o fo TOOLS DOOR SCHEDULE DOOR # SIZE TYPE MATERIAL NOTES FRAME THRESHOLD I T-0 x T-0 FLUSH HOLLOW METAL METAL ALUMINUM LEVER LOCKSET, KEYED DIFFERENT, At 1TO DOOR CLOSER 2 LEVER LOCKSET, KEYED SAME, AUTO DOOR CLOSER, WIND RATED 3 _ " LEVER LOCKSET, KEYED SAME AS DOOR # 2, AUTO DOOR CLOSER - a " " LEVER LOCKSET, KEYED SAME AS DC011 # 2, CRASH CHAIN, WIND RATED _ 5 _ _ _" " LEVER LOCKSET, KEYED SAME AS I)(1011 # 2, CRASH CHAIN, WIND RATED, VIEW LITE 6 7 12'-0 x 16A ROLL UP , STEEL NA PRIVACY LOCKSET, AUTO DOOR CLOSER STEEL JAMBS BY METAL BUILDING MNhG., DOOR TO BE WIND RATED STEEL NA WINDOW SCHEDULE MARK TYPE GLASS TYPE FRAME MANUFACTURER/MODEL ATTA('CHMENT-OTHER NOTES .SIZE_ 53.25"x. _ EXTERIOR CLEAR 7/16 IMPACT — ALUMINUM POTWINGUARD, SERIES PW- SMS, I/4" x 3", 12" O.C. MAX. INTO A 50.5" SINGLE HUNG RESISTANT WHITE IMPACT 701 +60.0/-60.0 SIVEL JAMBS, ALL SIDES RESISTANT EXTERIOR CLEAR ANT ALUMINUM PGT WINGUARD, SERIES PW- SMS- 1/4" x3", 12" O.C. MAX. INTO B 24"x 17" AWNING IST RESISTANT WHITE IMPACT 701 +71.9/41.9 SIJyELJAMBS, ALL SIDES RESISTANT FINISH SCHEDULE CEILING ROOM FLOOR BASE WALLS REMARKS OFFICE VINYL VINYL PAINTED DW ACOUSTIC @ 7'-/0" FILES CERAMIC CERAMIC - 36"GRAB BI R, 42" GRAB BAR FREEWHEELING TP HOLDER, 30" AIENS TILE TILE CERAMIC TILE PAINTED DRYWALL @ 7WO" X 40"MIRROR 'C'FOLD TOWEL DISP 36" (NAB BAR, 42"GRAB BAR, FREEWHEELING TP WOMENS PAINTED DRYWALL @ 7L10" HOI. / IER.30'X40" MIRROR, 'C' FOLD TOWEL DISP SHOWER PAINTED DRYWALL @7'-/0" TIIREE SIDE GRAB BAR, ROLLIN SHOWER BREAK _--- VINYL VINYL PAINTED DW ACOUSTIC @ 7'W 0" COUNTER UNDER SINK TO BE HC ACCESSIBLE E:1'P METAL, EXPBLK, PAINTED TOOLS EAT CONC EXP PLYW, EXP [ID TRUSSES EXP BLK, EXP METAL PAINTED SHOP PLYWCHAINLINK EXP ROOF STRUCTURE OPEN - METAL _ P.dNEL, PAINTED CANOPY BLK " OPEN - METAL AIEZZ PANEL, PLYW 4 ga STANDING SEAM METAL ROOF L—_�`��FACTORY FINISHED GUTTER WITH DOWNSPOUTS SFACTORY FINISHED METAL WALL PANELS ----12 x 16 ROLL UP i 3070 HM DOOR —METAL DRIP TRIM PAINTED MASONRY WAINSCOT 4-V-s 0,0 -4 ga STANDING SE kM METAL ROOF ACTORY FINISIIE`I GABLE TRIM �— • -- FACTORY FINISIjHli METAL WALL PANELS 3070 HNI DOOR CANOPY STRUCTURALS LI METAL DRIP TRIM PAINTED MASONRY k:'AINSCOT 44,4 SOUTH ELEVATION i/r P-o — — 24 ga STANDING SEAM METAL ROOF FACTORY FINISHED GABLE TRIM FACTORY FINISHED METAL WALL PANELS —3070 HM DOOR IMPACT RATED WINDOWS CANOPY STRUCTURALS METAL DRIP TRIM j PAINTED MASONRY WAINSCOT i O,O NORTH ELEVATION 1/8- = i °-o / 24 ga STANDING SEAM METAL ROOF I / ' DA (`Tl1D\/ CITILQIICT !_l ITT"CD RRTU Tl(l\i/TIODIV (TC ' SHOP SIDEbWALL fif �1 n SGrvItE r . 9Ih k. �L� 51nk- eye.ri u,as 1, i 1. \A CANOPYSTRUCTURALS • +2=8 H to a to 26 I da 1/ 0.0 f ` j �7 CLASSIFIED ENCLOSED AREA - Y I TO 23 TALL THIS BUILDING WILL BE USED AS A MAINTENANCE FACILITY FOR THE `SAVE THE CHIMPS' EAST ELEVATION I/S" = 1'-0 �C+LASSIFIED AS `FACTORY INDUSTRIAL' F-3 -TYPE III-B SANCTUARY. A GATED SANCTUARY FOR CHTMPANZZEES. IT IS NOT OPEN TO THE PUBLIC. Z FLOOR PLAN 1�$" _ ]'-� - THE EMPLOYEES WHO WORK HERE MAINTAIN THE FENCES, GROUNDS AND HOUSING FOR AL'115E WSj- TO BUILDING DESIGNED TO COMPLY WITH THE `FBC' 120 mph W,L, AND 20 Ib/sf I.I. STEEL STRUCTURE �VV-I��� THE CHIMPS. DURING A NORMAL DAY EMPLOYEES WILL BE WORKING ON THE GROUNDS ' BY `DEAN STEEL BUILDINGS' EXPOSURE `C' OCC. CLASS `1' OF THE SACTUARY MORE TIME THAN THEY ARE IN THIS BUILDING. tea■ Z X In Wv 4 In ma Z m �+ U Z_ J V PZ _ NLL W iW U * J 0 W J r D W 3 -I _j . uml- qCL W Z Q * UJ In W ❑ o o m3 (D ZZma a N:3 zI,a D i N B. C, DRAWN CHECKED DATE SCAT E DRAWING 1'4LIMBER I -ZO:G" VAICIES STEEL STRUCTURE 24ga STANDING SEAM METAL RO 3" VINYL FACED FG INSULATION FACTORY FINISHED GUTTER -- FACTORY FINISHED 26ga METAL WALL PANELS STEEL WALL GIRT-, .2'- e STEEL. BASE ANGL. METAL DRIP TRIM 'I IBLK TIE BM W/ FILLED W/3000 psi FILLED CELL COLL W/ (1) 45 BAR HOOnnu ! IN ! u ! in BM & FOOTING, 3000 psi CONC. PAINTED EXTERIOR, SMOOTH FACE, 8" CMU SLAB & FOOTING - SEE FND PLAN SECTION `A' 3w, = 1'-o VAR-IS5 STEEL ROOF PURLIN -4 STEEL STRUCTURE 24ga STANDING SEAM METAL, ROOF 3" VINYL FACED FG INSULATION — FACTORY FINISHED GABLE TRIM — FACTORY FINISHED 26ga METAL — WALL PANELS 3/a' MEZZININE DECK- 8d NAIL 16" O.C. WOOD FLOOR TRUSSES WI 4x22 STEEL, BEAM., , Is 2.-O STEEL ROOF PURLIN \ 'STEEL STRUCTURE 24ga STANDING SEAM PIE CAL ROI 3" VINYL FACED FG INSULATION .FACTORY FINISHED GABLE. 'TRIM FACTORY FINISHED 26ga METAL WALL PANELS STEEL WALL. GIRT BASE ANGLE DRIP TRIM TIE BM W/ #5 BAR CONT. W/ 3000 psi CONC CELL COLUMNS 6'-0 O.C. W/ (1) 45 BAR HOOKED INTO TIE. BM & FOOTING, 3000 psi CONC. PAIN] ED EXTERIOR, SMOOTH FACE, 8" CMU SLAB & FOOTING - SEE FND PLAN SECTION_'13' 3/w, = I °-o VA121 ES f STEEL ROOF PURLIN-T.,.._.,, STEEL STRUCTURE'S L. 24ga STANDING SEAM METAL ROOF 3" VINYL FACED FG INSULATION FACTORY FINISHED GABLE TRIM" I _ FACTORY FINISHED 26ga METAL` WALL PANELS 3/4" MEZZININE DECK - 8d NAIL-- 16" O.C. WOOD FLOOR TRUSSES, d© I �• 1 � •.Ion _.. STEEL, ROOF PURLTN 24ga STANDING SEAM METAL RO 3" VINYL FACED 17G INSULATION FACTORY FINISHED GUTI'FR--` FACTORY FINISHED 26ga MI TAL- WALLPANELS 3W' MEZZININE DECK -8d NAIL 16" O.C. WOOD FLOOR TRUSSES I I AHU 2x4 CONT. RAIL, 2 ,- ( ) 12d NAILS 2x4 CONT. RAIL, (2) 12d NAILS. TO EA VERT FOUNDATION SCHEDUL 16 VERT % PLYWOOD, 6d NAIL 0.c-•—�-�--'--�� E EA A"" PLYPLYWOOD, 6d NAIL 16" O.C. '' -------- --- —2x4 VERT, 48" O.C. MAX, 3'8 x (i" 2x4 VERT, 48" O.C. MAX, 3/8"x Ci LAG INTO TRUSS, 3/8 "x 4" INiO F1-18"x 10" CONT MONOLITHIC FOOTING LAG INTO TRUSS, 3/8"x 4" INTO %" MEZZININE DECK - 8d NAIL 2x4 BLOCK W/ (3) #4 BARS 2x4 BLOCK 16" O.C. WOOD WOODLOOR TRUSSES F2 - X X X X V D. PAD FOOTING W/#4 BARS ' 6 '/,"PLYWOOD CLOSURE ,��-p �-e, � . 25- o hc� ---- - 12" O. C. EA WAY- DRILL IN ANCHOR BOLTS 3/u" MEZZININE DECK 8d NAIL 3/d'MEZZININE DECK- 8dNAIL .. 16 O.C. 16' O.C. i WOOD FLOOR TRUSSES -WOOD FLOOR TRUSSES F3 - X X 3'X VD. PAD FOOTING W/#4 BARS W 14x26 STEEL BEAM W 14x2o SI ELL BEAM 12" L. WD 2x4 BLOCK ( EA VERT 12 1,. WD 2x4 BLOCK @ EA VERT, 12" O.C. EA WAY- HOOK ANCHOR BOLTS (2)'A"x2" LAGS TO STEEL BM + 10 "6a (2)'A"x2" LAGS 10 STILL BM + I(D 6+, UNDER#4 BARS F4 - 8"x 8" CONT. MONOLITHIC FOOTING W/(1) #4 BAR F5-4'X4'X1'D. PAD FOOTING W/#4BARS : 12"0.C.EAWAY- HOOK ANCHOR BOLTS { _ UNDER #4 BARS, EXTEND AB's 51/2"ABOVE L \i, CONC. SLAB- THESEAB's TO BE GAL W/ I � 2x4 OU ACSTIC CEIL]NG— W/ R-19 LEVELING NUTS AND WASHERS FIBERGLASS INSULATION F6 - 2'-6"X 6'-8"X VD. PAD FOOTING W1 #4 BARS (- 1�. t��i. I i, ,I v l; <' _ _�Z•� 12" O.C. EA WAY- HOOK ROOF COL AB's PLWWOOD W/#12 D4 UNDER #4 BARS SELF DRILLING FLAT HEAD SCREWS 12" O.C. SLAB - 4" THICK W1 FIBER ON _ - [�-20ga STEEL STUDS 16" O.C. 6 MILL PLASTIC VAPOR BARRIER - SAWN - CONTROLL JOINTS, 1112" DEEP AS SHOWN r 1 cT 2x4 ACOUSTIC CEILING W/ R-19 FIBERGLASS 1NSULA PION'/f' PAINTED DRYWALL ON 31/2" - WALK- 4" THICK W/FIBER- SAWN PAIN"I'ED DRYWALL 31/2" /' STEEL FRAME W/ R-11 FG INS. - - - CONTROLL JOINTS, 1112" DEEP AS SHOWN ^ �1 SLAB STEEL SEE FND PLAN T FG INS. j=� ?. SLAB - SEE FND PLAN 31/2" STEEL PIPE COLUMN, (2) _ r•� �4 Cn /<"x 6' DRILL FN ABS SLAB - SEE FND PLAN AN CANOPY- 4" THICK W/ FIBER - SAWN ..._ CONTROLL JOINTS, 1112" DEEP AS SHOWN Z NOTES: ALL CONCRETE WILL BE 3000psi ON I CLEAN, COMPACTED, POISONED FILL O / DIRT. ANCHOR BOLT LAYOUT T T W WILL BE AS PER THE BULDG. MNFG. SECTION `F' 3/d' 1'-0 CO. SPECIFIC ANCHOR BOLT DRAWING -- -" ' MIN 1112" COVER FOR ALL REBAR j-1--j ---"- r 2x4 ACOUSTIC CEILING W/R-191 FIBERGLASS INSULATION ' \C, STEEL WALL GIRT _ '/,-' PAINTED DRYWALL ON 31/a" f y STEEL FRAME W/ R-11 FG INS, l I f STEEL BASE ANGLE W 14x22 STEEL BEAM METAL DRIP TRIM •rZ"F 31/2" STEEL PIPE COL 1 �,� (�* O' --Jv � �-- FILLED CELL COLUMNS 6 fAR l ()JC. 1 `'• STEEL BASE ANGLE 2x4 ACOUSTIC CEILING W/ R-19 METAL DRIP TRIM -- W/ I #5 BAR HOOKED IN I U I'IE >^ FIBERGLASS INSULATION ' �: H° BLK TIE BM W/ #5 BAR CONT. <_' ( ) STEEL WALL GIRT FILLED W/ 3000 psi CONC. �. BM & FOOTING, 3000 psi CONC t '/�' PAINTED DRYWALL ON 31/2" FILLED CELL COLUMNS C,'•0 O.C. +•Z°_ �n PAINTED EXTERIOR, SMOO I I I >'+' STEEL FRAME W/ R-I I FG INS. _ } `z'_ $1 W/ (1) #5 BAR HOOKED INTO TIE _ _ „—,.T_ . FACE 8" CMU}' STEEL BASE ANGLE—' j BM & FOOTING, 3000 psi CONC. SLAH. & FOOLING -SEE FND PLAN f METAL DRIP TRIM PAINTED EXTERIOR, SMOOTLh. `H' BLK TIE BM W/ #5 BAR CONT.— FACE, 8" CMU - FILLED W/ 3000 psi CONC. SLAB & FOOTING - SEE FND PLA FILLED CELL COLUMNS 6'-0 D.C. , W/ (1) #5 BAR HOOKED INTO TIE ("" BM & FOOTING, 3000 psi CONC. _ ' - PAINTED EXTERIOR, SMOOTH— FACE, 8" CMU ' • 10 SLAB & FOOTING - SEE FND PLAN I I SECTION `E' 3w,= i_o BULDING DESIGNED TO ph SECTION l C' 3w' = 1 '-o SECTION ' D' 3w, = 1'-0 BYI DEAN STEEL BUILDINGS EXPOSURE HC' OCC. CLASIS' W L. AND 2016/sf LI. STEEL STRUCTURE :Q Co N SECTION `G' 3/d' , 3/4SLOPE SLAB EDGE I"AT ROLL UP DOORS W SECTION H -=1,-o [71 25I-0" 25 -o" 25'•a° 25 -011 � O Fir 1 N. f r I I I _ •i L7 1R rry Z X N W � P, w d' w a Z tu 0 bo Z It r ..I — 5 t m x Z U N J C LL _j 4 D ] f7 W D F u z: it J J w W a I - Ll FZ M h W z :, W Q a. (� N w W IL u coo 10 3 CSC I I ama m� r� gT.L � ��ln _ _ I I Ll o a I 'd CA _q I j N 1 r9 a 11 F I 5 HkIRP(1J < I (2)10' LElnh?YPIGAL) ? r J i00 I {„J_ - I 5 1 I F/NMM] 0 P`( /ED E i IE ---- f I .. . I SCAT F. 25 -O" . 7' ` (8' O" '� D" " i18111 II Illllllli.'dlalfilxl L5 -O 31,-0l,_ z FOUNDATION PLAN- 1/8" =1 °-0 ALL CONCRETE TO BE DESIGNED TO CQI1IPLY iv/ FLORIDA BUILDING CODE 201b/sfLIVE LOAD & 120n1ph WIND LOAD aj STAIR DETAIL v = r-o \OOD HANDRAIL W/ METAL SUPPORT BRACKETS 36" O.C. -•'/z" PLWWOOD� "'PLWWOOD W/#12 SELF DRILLING FLAT HEAD SCREWS 12" O.C. .5"x 2.5" 16ga STEEL ANGLE ATTACH TO GIRTS & BLK W/ 'W' FLAT HEAD SCREWS , - _ \ \ 2x12 TREADS-(17) @ 11"= 15'-7" \\\\\ (3) 12D NAILS TO EA. STRINGER / OPEN RISERS - (18) @. 7" = 10'•6" (3) 2x12 STRINGERS 2x10 SUPPORT BM, (2)'/2"x 4" LAGS TO EACH POST/BM, HI TO EA. STRINGER W/ (10) 6D NAILS (2) 2X8 SUPPORT BM, (2) 92"x 4" LAGS TO EA. POST, HI TO EA, STRINGER W/ (10) 6D NAILS X4 POST, AB44 POST BASE W/ W X 3"- MA & (8) IOD NAILS - BC4 CAP W/ (12) 1 OD NAILS +- I2^(Q" i- 7=lc 5"x 10"x %2" TOP PLA 31/2" PIPE COLUMN 31/2"x 10"x 5/8" BASE PLATE W/ (2) 3/."x 6" DRILL IN ANCHORS — SLAB & FOOTING - SEE FND PLAN 3" VINYL FACED FG INSULATION FACTORY FINISHED 26ga METAL - WALL PANELS W 14x22 STEEL BEAM 2x4 CONT. BLOCKING, ''/I'x2" LAGS TO STEEL BEAM 16" O.C. %2" PLYWOOD, 6d NAIL 16" O.C. 2x4 VERT, 48" O.C. MAX, 3/8"x 4'i----� LAG INTO JOIST, 3/8"x 4" INTO 2x4 BLOCK %" MEZZININE DECK - 8d NAIL 16" O.C. WOOD 2x12 FLOOR JOIST 16" O.C. W14x22 STEEL BEAM 2x4 CONT. BLOCKING, ''/d'x2" LAG TO STEEL BEAM 16" O.C. 12" L. WD-2x4 BLOCK @ EA VERT (2) %<"x2" LAGS TO STEEL BM DBL. 2X 12 BM u 1 , C) �_ o ly, ` I, 4 2x4 CONT. RAIL, (2) 12d NAILS TO EA VERT - - %i"PLYWOOD, 6dNAIL 16"O.Ct 2x4 VERT, 48" O.C. MAX 2x4 STRONGBACK 48" O.C. MA),; / 3/8"x 4" LAG INTO TRUSS T&B I 1 ''G" MEZZININE DECK - 8d NAIL C 16" O.C. \ WOOD FLOOR TRUSSES\ / W 14x26 STEEL BEAM STAIR AT MEZZ. OVER OFFICE ---.--r_ 5"x 10"x'/2" TOP PLATE W/ (4) W' BOLTS/ 31/2" PIPE COLUMN STAIR AT MEZZ. IN MIDDLE L w F1 �3" VINYL FACED FG INSULATION FACTORY FINISHED 26ga METAL WALL PANELS '_WOOD STEEL GIRTS HANDRAIL /W/ METAL SUPPORT BRACKETS 36" O.C. - -- I F - _.---- -_. W' PLWWOOD W/112 f _--- SELF DRILLING FLAT HEAD SCREWS 12" O.C. 2.5"x 2.5" 16ga STEEL ANGLE ti ATTACH TO GIRTS & BLK W/'/I' FLAT HEAD SCREWS TOP OFBLK WALL I 31/2"x I0"x 5/8" BASE PLATE W/ ; (2) %"x 6" DRILL IN ANCHORS SLAB & FOOTING - SEE FND PLAN —411 SECTION `I' 3�4" = 1'-0 STAIRS, DETAIL WOOD I WOOD TRUSSES I W 14X22 STEEL BEAM I 31/2" STEEL PIPE COLUMN -+i — I STEEL BUILDING COLUMN' I 1 I I I I C I I I I t 125 LB/SF LIVE LOAD I u II i 0 L9 mimmilim Z a w <m w N d m E,� L3 W i(; phi N Z J � � _> J Z I In w �` a w U * J W cW J 4 J 4 ca Qre, , W O � J J u w W 5 c0i M I- �j d J w J W Z x N ° Cl J da 'Iit m3 ❑00 ID ama Zeta _ O w ❑- I N F IL � DRAWN CHECKED DATE SCAIE DRAWING NUMBER TOP OF BLK WALL STARIS '6111 z MEZZ. FRAMING IN MIDDLE PLAN 1/8„ = 1,-0 Z MEZZ. FRAMING OVER OFFICE PLAN vs" =1'-0 n . •PLWOOD DECK //WOOD TRUSS `1 10" OR 9" DUCT METAL TRANSITION j REGISTER 8.5"x W" .� TRANSITION FROM — REGISTER IO GRILL CEILING GRILL CEILING INSULATION ACOUSTIC CEILING ' err `IJJJJ.iJJJ1)JJ) — DUCT TO GRILL DETAIL 1I/2„=r-0 HVAC SCHEDULES AND NOTES HVAC UNITS SHALL BE SPLIT SYSTEM DX UNITS, 13.0 SEER MIN., WITH HEAT STRIP AS INDICATED. MOUNT UNITS ON MEZZANINE WITH PAN AND FLOAT SWITCH FOR UNIT SHUTDOWN AND DRAIN TO BLDG. EXTERIOR. INSTALL ALL UNITS TO BE COMPLETELY ACCESSIBLE. REFER TO ARCHITECTURAL SECTIONS FOR CEILING HEIGHT RESTRICTIONS — ALL EQUIPMENT AND MATERIALS SHALL FIT IN THE SPACE PROVIDED. MAKE MODIFICATIONS AS REQUIRED TO ACCOMPLISH SAME. REGISTERS/GRILLS/DIFFUSERS SHALL BE METALAIRE OR EQUAL UNLESS OTHERWI5E SCHEDULED — ALL ALUMINUM CONSTRUCTION UNLESS OTHERWISE REQUIRED TO MEET FIRE RATINSS. SARIS (SUPPLY AIR REGISTERS) SHALL BE METAL AIR OR EQUAL. SAD15 (SUPPLY AIR DIFFUSERS) SHALL BE SERIES 50130, M•6, S-4, D-5, OF THE SIZES SHOWN. S-1: ONE WAY; S-2: TWO WAY, ETC. UNLESS OTHERWISE NOTED, SAD'S SHALL BE 6" X 6" (UP TO 125 OFM); 9" X9" (130 TD."_. 290 CFM); 24'• X 24" FOR 300 CFM AND --- LARGER. USE M-2 DIFFUSERS FOE DRYWALL CEILINGS. RAals SHALL BE TYPE RHF-T8 OF THE SIZES SHOWN ON THE PLANS. TS'S (TRANSFER GRILLES) SHALL BE 16/16 OR OF THE SIZES SHOWN ON THE PLANS. PROVIDE 1" T/A FILTERS. EXHAUST FANS SHALL BE SROAN OR EQUAL SP SERIES WITH CFM INDICATED AT 0.25 " SP. - RUN 4„ DIAMETER EXHAUST THRU WALL WITH WP SCUPPER, MAINTAIN 1 O' SEPARATION FROM ANY O/A INTAKE. 3 TON AMANA DISTINCTIONS AHU MODEL #ARPF363616C, 7.5 KW HEAT 208/230V I PHASE MIN CIR. AMPS 39 MOCP 40 AMPS Up OFFICE j REA HVAC PLAN 1w, = r-o4 ! lot _ 3✓.N __� i ( I ' WN I 1 n �1 Ih a1 I iD Nto,, 1 ( I (ytrwY LOcATloa1) 5N I 5jtn 1�7,x I /1 I L m A;l- a; Z k m a Qm wJ y In N U W m rrn Z ! P7 0 U NJ c:Z w L U w W ti m F E. w w Z i U D � Q w [L a m 3 u Ill ❑ m j zmIL r z11a It _ q` IN4 DRAWN OIECKED DALE SCAT E DRAWING NUMBER �`ihllslll' ItlNlb"ill ll'sll 011p tires Product Review Affidavit Planning & Development Services Department nr -I Building & Code Regulations Division �J2 4t (� 4 iw 5 �' I1ar(�t� f / 6 2300 Virginia Avenue Building Permit # Owners Name {� Applicant: IG K L�+VI 5 �nS , t-r�l� Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 I11afri4-•ennn&a Klrjo, Project Name ' vN Street Address q j ©p Lo .e Permit Number Kit I Occupancy Ty e Constructione Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desi¢u Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 LJ _Edition with 2009 Supplements and ASCE 7 , 05 2. Building Design is: Enclosed: Partially Enclosed: Open Building: r 3. Mean Roof Height: Z-1� Roof Pitch: l : I Z Internal Pressure Coefficient: 4. Width of End Zone: r71 Wind Speed: I 1-0 (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 1 FBC Table 1604.5 It 6. Wind Exposure Classification: J� Adjustment Factor for Exposure & Height: I,0 +10.6 f10'5 tlb:s 7. Components & Cladding Wind Pressure on Roof Zone 1- 15.9 2-43.5 3- 65,4 PSF +25,9 +15•9 8. Components & Cladding Wind Pressure on Wall Zone 4 - t8.1 5 - 34,1 PSF 9. Components & Cladding wind Pressure on Overhead Garage Door 4 20 • G ' 2k"5 PSF 10. Loads: Floor 11$ PSF Roof/dead i o PSF Roof/live %0 _ PSF �} 11. Shear Walls Considered for Structure? Yes _ No X (if No, attach explanation) B �� gU `Sd i n9 12. Continuous Load Path provided? Yes X_ No _ (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 600 Presumptive: By Test: X PSF As witnessed by my seal, 1 hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: IAULUJi%L4}I Fig Cert#: 2.9945 Design Firm: Ge.uoxleuld ZNL, Date: Iys) • I) SLCCDV Form # 020-00 Revised 227/09 (CL) Revised 6/11/2010 (IS) FIXTURE. ID FIXTURE MANE. AND MODEL VOLTAGE NOTES _ _ A ORACLE 8.O1C-4-32-T8-MVOLT, T FL. 120V MOUNT ON STRUCTURE+8'-6" 8 ORACLE 8-OIC-4-32 T8-MVOLT, 8' FL, 120V MOUNT ON STRUCTURE +20. _ C ORACLE MODEL CB-4-32-T8-L741, HI BAY FLUORESCENT 120V MOUNT ON STRUCTURE +20__ D_ ORACLE MODEL OWP-NC-301 MH-250 TIME CLOCK CONTROLL 120V MOUNT ON WALL+I8' LAY IN ORACLE MODEL 24-OT-3-32-TS-AI2-L741, 2x4 LAY IN FL. 120V _ MOUNT IN ACOUSTIC GRID _ TOILET RM'S. ORACLE MODEL V 1904-6 120V MOUNT ON WALL+6' SHOWER NAUTILUS FAN LIGHT COMBO, 70 cfm 120V __ MOUNT IN CEILING - EXIT MAXXILUME MODEL ELX-603 _120V __ MOUNT ON WALL ABOVE DOOR EMERGENCY _- MAXILUME MODEL ELM-806 120V MOUNT ON WALL+9'-6" Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer Model Number Product Approval Number Glass T e Method of Attachment Windom 4-14.98. 32,5 +57.z -5Zz PGr NoA, II-0405.10 T'"" SMS 12110•G Mullions NQ Fixed Glass NA Block Glass NA Skyli his NA Sildina Glass Doors IJ A Swingr e.00rs t5o.n bowv(ni ri IJ( I-IDOZ9. LIA (�TaveO,G French Doors N A. tiara aDome +I'tga-iZ.$ fi 55,8 t-T-A zo3 FL 8588. Nh `/91 sYcel If "oF, Hurricane Protection Roo/ Ventilation ll�A PIA Roofing Material �.13.56 -84.2i +Bz,Z 2 109. 4r-Decn s+xt Pro IoK Roor $eA . FL lZo7� �F\ ` Seca et) ;n Clips WAI-4 MA'L +14.4e J k45.Q� V~ Rib-I2 FL 3775,I NA 'ttz Sett l9rin, ny Screw tz o,r 39,5- / qI•0 5}eel B4j lags I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: TAUL t&J 0.Lc.µ P.E. Signature: -�-' Design Prof: PAU L Wl6Log T-da, Cert. No. 2 9945. Date: c MODEL 678 FAN/LI( MODEL 688, 50cfm -Ci. D ' I. 100 W OFFICE ACOUSTIC/LIGHTING PLAN itserr- V-o PANEL TYI-RECESS INTERIOR HOUSE MAINS- MLO OR MAINBREAKER - MFG. -Q 'D' SUS RATING 200A MOUNTINOR SURFACE VOLTAGE- 120124011160 CKT #POLES AMPS DESCRIPTION CKT # POLES AM S KII R DESCRIPTION 2 35 AC COMP2 - 2 --,� 4 - AHU 3„ „ 45 , u 1 20 CHARGER 6 1 2 11 CHARGER 71 8 a 9 10 2 25 WATER HEATER 10 2 COMPRESSOR 11 „ „ 12 „ 13 12 1 20 LIFT STATION 14 2 59 WELDER 15 „ 17 " BATH/OFF LIGHTING 18 1 29 12 WHSE LIGHTING - �g „ a -_-- FILE/BREAKLIGHTING 20 It* BREAK OUTLETS P1 "11 WHSE LIGHTING 22 u WHSE OUTLETS 23 " " BATH/OFF OUTLETS 24 25 n ,i it s - - 26 - 27 a a n -28 it---- 29 p rt a 30 u d ke _ 31 a. n n n 32 6wri,41 33 35 it _ it it cui- L-TC-1 S7HG6 34 36 _ " _ it G - SPacE t, -- _-_40_ -- - Electrical Load Calculations - Per NEC Z20 _- O_ff Ltg 1200 Q 4. VA 5400 VA Whse 5800 @a 20 1160.0 VA Heat - A/C 7500 VA Welder 7200 VA Chargers 7680 VA W.H. 2500 VA Air Compressor 746 VA Lift Station 1942 VA Ex Fan _960 VA _ Total 45528 VA 45528/240 = 190A use 200A Service ice' �_,.„,,,_-, 200 AMP MGI'ER I PHASE CAN I 40 CIRCUIT 1ND0012 PANLL 200 AMP r._F-T_ I �4 n I Li4tuY ?Kt' 23 Il VAiA B /('liO lfi .. ... L4 p t III x ]_ 3 4 lyt 14� LL 13 (_ r 11UV q;lf Jl li7f- � » lI_ Itr4G-GT, 3� pl� PAWeiI.\ 11 AHU \ / ig ME-TEtZ cop c1Fr t \ sp COUNTY 1 \ r_q col \ 'I y 10 XFrVIK t 2" PVC (2) 3/0 COPPER (1) 2/0 COPPER '21/2" PVC (2) 4/0 ALUMINUM (1) 3/0 ALUMINUM '#6 COPPER GROUND WIRE GROUNDROD aroma. t7 Z X m at w V lit in to z�� �rn w � N t Z d In J a Z I W W W U .J o w -J W > J-J wi'W > Q M I- J � z w W 3 N a D Q x N in W d o 0 3 = if, a ww4 ❑ ❑ W I N r DRAWN CHECKED DAIE SCAT E DRAWING NUMBER QI loll} `atilAll5 sllll' INIIialLIIGI _LJ___ ;II811�;1�11'�9 12 I S�ILLi SIRE) 2< �a SI r,, L ANDI C, sEAM Mp��,k„R� OF 3" VINYL TIED - tEu FG �------'- ,- ' =FACT UI2Y FINI •H S F,DGUTTER ' - PAC I ORY FINISHED 26ga METAL-' - W ALL PANE LS -\ ; S'I LL'L WIALL GIRT STEEL BASE ANGL METAL DRIP TRIM 'III BI K TIE BM W/ Fit LED D W/ 3000 psi FILLED CELL COLL W/(1)45BAR IIOOM1CUIrvIV I BM & FOOTING, 3000 psi CONC. PAIN I ED EXTERIOR, SMOOTH FACT 8" CMU SLAB & FOOTING - SEE FND PLA SECTION ;'A' 3iF' _ > °-o r I 1 ' S`FEEL ROOF PURLIN STEEL STRUCTURE { , .24ga STANDING SEAM. METAL ROOM-"-`--'' 3" VINYL FACEDFGINSULATION-- FACTORY FINISHED GABLE -TRIM - FACTORY FIN}SHED 26ga ME -I AL. — WALL PANELS C'r - 3i7' MEZZININE DECK- 80 NAIL 16" O.C. WOOL) FLOOR TRUSSES W 14x22 STEEL. BEAM. „ IOii *.I0-(oI � 1 lit v '\ ' STEEL ROOF PLIRI IN + STEEL S IRUCTURF \ 24ga.STANDING SI MkMI ]At RC1U1' ��� '"V INYI. TACEDiP64dA15111 ;1 I II )N - FACT012Y EINI9I+ILD Iil [ I � I: Ircl -- FACTORY hNISL(I D 20 ,i NPI: I tl. WALL PANELS .- -SIE'LL WALL GIL(LIi (•': _. SASE ANGLE DRIP TRIM TIE BM W/ #5 BAR CONT. W/ 3000 psi CONC CELL COLUMNS 6 0 O.C. W/ (1) #5 BAR HOOKED INTO TIE BM & FOOTING 3000 psi CONC. PAINTED EXTERIOR, SMOOTH FACE, 8" CMU SLAB & FOOTING -SL_E FND PLAN lit SECTION `B' 3/ae = ) o r$21E,EL ROOF PURLIN $TEELSTRUCTURE� 24ga STANDING SEAM METAL ROOF �.- 3" VINYL FACED FG INSULATION '" FACTORY FINISHED GABLE TRIM-'-') FACTORY FINISHED 26ga METAL"— WALL PANELS 3/4" MEZZININE DECK -8d NAIL 16" O.C. ( WOOD FLOORTRUSSES. It A �. W 14x22 STEEL BEAM/�/_ 31/2" STEEL PIPE COL'"� _ STEEL BASE ANGLE - -- 2x4 ACOUSTIC CEILING W/ R-19 - �': METAL DRIP TRIM -- - FIBERGLASS INSULATION `1•I' BLK TIE BM W/ #5 BAR CONE. " STEEL WALL GIRT - ­III" FILLED W1,3900 psi CONC, - '/," PAINTED DRYWALL ON 31/2"'' FILLED CELL COLUMNS 6'-0 O.C. -� STEEL FRAME W/ R-I I FG INS. . _ {'L'�_g# W/ (1) #5 BAR HOOKED INTO TIE - STEEL BASE ANGLE--' BM & FOOTING, 3000 psi CONG,, METAL DRIP TRIM <�} °• PAINTED EXTERIOR. SMOO,'PN..;,` 'H' BLK TIE BM W/ #5 BAR CONT.-­` :. PACE, 8" CMU FILLED W/ 3000 psi CONC. ;, .SLAB & FOOTING - SEE FND PLA 'FILLED CELL COLUMNS 6'-0 O.C. �V/ (1') #5 BAR HOOK D INTO TIE ABM &'FOOTING, 3000 psi CONC. / PAINTED EXTERIOR, SMOOTH — (- FACE. 8" CMU - SLAB &' FOOTING - SEEL'ND PLAN SECTION `C' 3w, I3 o SECTION `D' sw, = i, -o 2x4 CONT. RAIL, (2) 12d NAILS'" TO EA VERT ''/o" PLYWOOD, 6d NAIL 16" O.C." 2x4 VERT, 48" O.C. MAX 3/8"x 6'=-_ LAG INTO TRUSS, 3/8'x 4' INTO 2x4 BLOCK 25�1a i"o - —'i" MEZZININE DECK- 8d NAIL 16- O.C. -- WOOD FLOOR TRUSSES W 14x26 STEEL. BEAM 12L. WE 2x4 BLOCK r a EA VERT 1 (2)'/,"x2" LAGS TO S I BIiL, BM ,,.'rI 1 r � , ,;' •' . / •� 1 1( �)( Ili r l ,..I1 s VY'PLWWOOD W/#12 SELF DRILLING FLAT HEAD SCREWS 12" O.C. 20ga STEEL STUDS 16" O.C, I . 2A ACOUSTIC CEILING W/ R-19 I'IBLRULASS INSULA IION Tw� !S PAINI ED DRYWAI L ON 31/2" S I I CL FRAME W/ R-I 1 176 INS. SLAB - SEE END PLAN. --1 FILE COPY STEEL. ROOF PURLIN 24ga STANDING SEAM ME.] AL RC 3" VINYL FACED FG iNSUI:A`f'IOP FACTORY FINISHED GUTIRR— FACTORY FINISHED 26ga METAL WALL PANELS '/ MEZZININE DECK -8d NAIL I6" O.C. WOOD FLOOR TRUSSES T AMU 2x4 ACOUSTIC CEII ING W/ R-19' 171BERGLASS INSULATION STEEL WALL GIRT ------ '/," PAINTED DRYWALL ON 31/2"' STEEL FRAME W/ R-I1 FG INS, STEEL BASE ANGLE METAL DRIP TRIM----'-` 'H' BLK TIE BM W/ #5 BAIT CONT. FILLED W/ 3000 psi CONC FILLED CELL COLUMNS 6 0 O.C: W/ (1) #5 BAR HOOKED IN I 0 LIE BM & FOOTING. 3000 psi CONC. PAIN TED EX I ERIOR, SNIO(I I I I - FACE, 8" CMU SLAB & FOOTING SEE, I•ND PL.A hl, SECTION `E' SECTION `F' EXTERIOR STAIRS NOT SHOWN +2-I .Is EN BUILDING DESIGNED TO COMPLY WITH THE `FBC' 120 mph W,L. AND 20 Ib/sf I.I. STEEL STRUCTURE BY `DEAN STEEL BUILDFNGS' EXPOSURE `C' OCC. CLASS ' I' b O r- 3/, MEZZININE DECK -8dNAIL 16" O.C. WOOD FLOOR TRUSSES ' PLYWOOD CLOSURE Zzl__ / N4 ACOUSTIC CEILING W/ R-19 FIBERGLASS INSULATION ''/i' PAINTED DRYWALL ON 31/2` STEEL FRA6iE W/ R-I I FG INS. SLAB - SEE FND PLAN 2x4 CONEE. RAI1,, (2) 12d NA I LS TO EA VERT 1LIWOOU 6d N " .All to Oc� FOUNDATION SCHEDULE veal, 48 u c. n4Ax F1-18"x 10" CONT.MONOLITHIC_FOOTING AG INTO TRUSS. 3/8`xq INTO W/(3)#4BARS 2A BLOCK - - 3' X 3' X 1' D. PAD FOOTING- W/#4 BARS 12" 0. C. EA WAY- DRILL IN ANCHOR BOLTS 'S•'MFZZIPJINL{)ECh- 8,111AIIt, f X5 16 0. C. Wc)Gn"1i.cx>1t ILI sra F3-3'X3'X1'D. PAD F TING0,11#4BARS \t'14x26S'I'L I-iwA1\1 -------.- 12» O.C. EA WAY- HOOKCF i0R BOLTS 12 L.� 2"'LA L I u S , E -� vLa (2)'/I '��"4,A(iS IU SI LEI. 'll tv4 i /„ r UNDER #4 BARS • a 1 I Ih F F4 - 8"x 8" CONE MONOL,THIC FOOTING L Is' ", •X W/ (1) #4 BAR `i • F5 - 4' X 4' X 1' D. PAD FOOTING W/ #4 BARS 12" O.C. EA WAY- HOOK ANCHOR BOLTS UNDER #4 BARS, EXTEND AB's 51/2" ABOVE CONC. SLAB - THESE AB's TO BE GALV, Wl LEVELING NUTS AND WASHERS F6 - 2'-6" X 6'-8"X VD. PAD FOOTING W/ #4 BARS 12" O.C. EA WAY- HOOK ROOF COL AB's UNDER #4 BARS SLAB - 4" THICK W1 FIBER ON 6 MILL PLASTIC VAPOR BARRIER- SAWN - CONTROLL JOINTS, 1112" DEEP AS SHOWN WALK - 4" THICK W/ FIBER - SAWN CONTROLL JOINTS, 1112" DEEP AS SHOFI/N 31/2" STEEL PIPE COLUMN, (2)7_--_, —'""` 3r7"x 6' DRILL IN AB'S CANOPY- 4" THICK W/ FIBER - SAWN SLAB - SEE FND PLAN ......-...--. CONTROLL JOINTS, 1112" DEEP AS SHOWN NOTES: ALL CONCRETE WILL BE 3000psi ON CLEAN, COMPACTED, POISONED FILL DIRT. ANCHOR BOLT LAYOUT WILL BE AS PER THE BULDG. MNFG. T T® CO. SPECIFIC ANCHOR BOLT DRAWING j MIN. 1112'COVER FOR ALL REBAR SLOPE SLAB EDGE 19AT ROLL UP DOORS SECTION `H' 3/4n= i, -o too o" Fb `� r rr LLI -N I. 3 T ION 1 I .5 U15' a_n 1 I r ni_ /5 Al` IN �3t...___. "e9 _ " I yC5 I cy I THESE PLANS AND ALL PROPOSED WORK / ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO I - �, COMPLY WIT" *A- APPUrkFILE CODES. vt- f IF HAI12PIM i� (2)• 10'I1.94i 00 (TYPIeaL.Sj -_i % F' I 1 { I i _ 7 77- ST LUCIE COUNTY I__-..-- ) �„ib LI BUILDING DIVISI A _ I REVIEWED BY ✓r C "�: P: DATE S N PLANS A90 PERMIT i MUST BE 'T ON J08 OR „;- + � �: J NO INSFECEC4�{{I¢ON WILL BE MADE ��' 25 -bi z FOUNDATION PLAN _ 1/81i ==1 °-0 >�:unrm�m�mwxi;>esac mnwm ALL CONCRETE TO BE DESIG,�'ED TO CO iv/ FLORII)`I BUILDING CODF 201b A;/LI UE i ( ID & 120mph WIND LOAD mm Z a p u F ¢ • � w a riyl. 00 � LL 0 . W d 0' O m 0 O w o J U u. LL LL ® T 0 a 14 T W Iz H C) ).4 Z W W� Q•-1 .-3 O L9 Z +wnuw N X N w aaiN' V RI V (.] W 00 N LN`N Z J v) D Q T In J LL 0 Ll k J W W J ! (Y J a ar) - W w� W > U III I- {l a _jWa W 3 Z a ie n B W u m3 0 Q a W m a = z h 11 LI W o I N L_=m=1QwAwvAm2I d cl - i` lu L� DRAk/li CI IECKED DATE SCAIE DRAWING 110MBER �illll�l;lI' II'I�I�(�Illalllnl