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HomeMy WebLinkAboutBUILDING SITE PLANSGENERAL NOTES: 2001 FBC �2 & 03 REV 2000 NFPA 101 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT MUST HERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL THE PRIMARY ENTRANCE OR 3. AU DOORS, WHOSE BOTTOM EDGE IS LESS THAN GLAZING IN DOORS SHALL BE SAFETY, -4, FLOOR DESIGN LIVE LOAD - 50 PSF IS, MAXIMUM WAND SPEED - 140 MPH. -8: SEISMIC -PERFORMANCE -CATEGORY - A. 7. OCCUPANCY IS BUSINESS & OCCUPANT LOAD IS 17 BASED ON *1 PERSON PER 100 SQUARE FEET OF CLEAR FLOOR AREA. S. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.6 INCH x 26 GA. WITH 7 - 15 GA. x 7 6 INCH CROWN x 1 INCH STAPLES EACH END OF STRAP OR EQUIVALENT FROM RIDGE BEAM TO COLUMN, AND COLUMN TO FLOOR. 10. PORTABLE FIRE EXTINGUISHER PER N.F.P.A. - 10 INSTALLED BY OTHERS ON SIZE, AND SUBJECT TO LOCAL JURISDICTION. 11. PROVISIONS FOR EXIT DISCHARGE LIGHTING ARE THE RESPONSIBILITY OF THE _ _BuaD2W- D._WNER dun 9JMCT-30_LOCAL-JURISKGRON--APPROVAL=WHEN-N01` - SHOWN -ON -THE FLOOR PLAN -((NCLUDING EMERGENCY LIGHTING, WEN REQUIRED). 12 TYPE VI CONSTRUCTION. 13. ALL GLAZING PROTECTIVE OPENINGS SHALL BE SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL 14. THIS BUILDING IS UNPROTECTED, AND UNSPRINKLENED. 15. WINDOWS AND DOORS MUST BE CERTIFIED FOR COMPLIANCE WITH THE WIND DESIGN PRESSURE FOR COMPONETS AND CLADDING. 16. IN WIND BORNE DEBRIS REGIONS, EXCEPT FOR IMPACT RESISTANT GLAZING, STORM PROTECTION WOOD STRUCTURAL PANELS MUST BE PROVIDEDFOR THE GLAZING OPENINGS WI1H THE ATTACHMENT HARDWARE IN ACCORDANCE WITH TABLE 1605.1.4 OF THE FBC CODE THE STORM PROTECTION PANELS ARE TO BE PROVIDED BY THE INSTALLATION CONTRACTOR. (WIND-BORNE REGIONS ARE AREAS WHERE THE BASIC WIND SPEED EQUALS OR EXCEEDS 120 MPH OR AREAS WITHIN 1 MILE OF THE COASTAL MEAN HILL WATER LINE WHERE THE BASIC WAND SPEED IS 110 MPH OR GREATER. (PANELS FASTENED WITH /e x 2 1/2' WOOD SCREWS O 12 O.C. MAX. 17. THESE PLANS COMPLY WITH THE LATEST FBC CHANGE DATED JUNE 30. 20D3 18. THESE PLANS COMPLY WITH RULE 98-72 (PRODUCT APPROVAL) 19. THE RAISED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCYS OFFICE AS DIRECTED BY DCA. SITE INSTALLED ITEMS: NOTE THAT THIS'UST DOES NOT -NECESSARILY UMR THE ITEMS' OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JUPJSDIC71ON APPROVAL. I. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING FOUNTAIN, BUILDING DRAINS, CLEANOUM AND HOOK-UP TO PLLIMBING SYSTEM. 5. ELECTRICAL SERVILE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 6. STORM SHUTTERS 7. FIRE ALARM & 2004 FLOMDA FIRE PREVENTION CODE PLAN REVIEW. FOUNDATION:' IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS THE 'ARCHITECT ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPRO- PRIATE FOUNDATION PLANS IF FOUNDATION PLANS ARE DES- IGNED BY OTHERS, -THE ARCH TECT/ENGINEER OF BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUN- DATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO, ELECTRICAL SCHEDULE ORCIT NOMCLATURE BREAM (AMPS) WE (a.) -1, 3 HVAG SM PER MFO SPECS 15.17 HVAC 9ff PER MFG SPECS 10 W/H 30 A (2P) 10-2 NM 2, 4, 6, 6 RECEPTACLES 20 A 12-2 HM It 12.13 RECETAC ES 20 A 12-2 NI 4 7. 9 UGHIRi 20 A 12-2 NU ELECTRICAL PANEL SIZING: DESCRIPTION KVA GENERAL LIGHTING 0035 KW/SF X 1640SF X 1.25- 7.2 M- RECEPTS AT 1BOVA/1000- 6.3 WATER HEATER 1.9 KW x 1.25 - 24 FANS AT .3 KW X 1.25- .8 (2) HVAC 21.0 TOTAL 37.7 KW TOTAL/240 X 1000- 158 AMPS INSTALL 200 AMP PANEL 12C/240 V i0 1. ALL APP 2 WHE MOL ANC AM AM NEC 3 WHE ACC BRA I IIS 11 1 4. HVA ELECTRIC,., ,NOTES: 2002 NEC PLUMBING NOTES: 2001 FPC W/02 & 0 >>,­ RDTH ..; V. XUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITHE 1. WHERE WATER 15 SERVED IN RESTAURANTS OR WHERE Bonin WATER COOLERS ACCESSIBILITY NOTES: FACBC. OF 12 INCHES AND OF B INCHES FROM ARE INSTALLED THE THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOLLOWING CRITERIA CONST. TYPE OCCUPANCY 15 FLOOR ILL O PSF WIND VELOCITY 1 O MPH FiRE RATING OF EXT. WALLS m HRS ALLITNABLE 140. OF FLOORS MANUFACTURER SPECNALI PLAN NUMBER L 2'133 APPROVAL DATE Coll S o� R-ADC0 Reviewed By: �Fdt� Robert A. Jot Inson Florida Modular Plans Examiner Nc. SMP - 0000028 C ABLLECONNECTORS ' STRUCTURAL LOAD LIMITATIONS FLOOR UVE LOAD: ALSO PSF, 2000 LB. CONCENTRATED LOAD ROOF LIVE LOAD: A. 20 PSF BUILDING CATEGORY: II GcPT: = 0.18' ROOF SNOW LOAD: N/A NAND LOAD: A.140 MPH WIND SPEED B.IW - 1.0 WIND IMPORTANCE FACTOR C.0 WIND EXPOSURE CATEGORY BUILDING ENCLOSURE:. ENCLOSED ZONE 1 - 42.7 PSF OVERHANG: ZONE 2 = 71.6 PSF ZONE 2 = 61.5 PSF ZONE 3 - 107.7PSF ZONE 3 - 101.3PSF ZONE 4 - 46.2 PSF ZONE 5 - 57.1 PSF D.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: N/A FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARD AREA. ARE'PROVIDED IN OTHER OC 2 TOILERS SHALL BE E7IXNGATI 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES 5. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T @ P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY UNE. 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWI. 7-WATER-SUPPLY-LINES'SHALL--BE-POLYBOTiI.ENE, CPVC, OR COPPER: WHEN POLY- BUTYIETNE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPER- ATURE SETTING IS ISO' F. THE POLYBUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS & WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED. 9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL ' 10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE PATH A MAXIMU WATER-OUTLET-TFJAPERATURE01 ImlW-F "- •(4&- - --_ _--------- - 11 THERMAt_EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF ON SOSMOKE DEIECTCR ... ,.i DUPLEX RECEPTACLE 120 V. AID SINGLE RECEPTACLE 240 V. INCANDESCENT LIGHT WITH 1- 60 W..BULB Q VENT FAN ® COMB. VENT FAN h LIGHT ® SUPPLY AR RffGSTER m RETURN AIR REGISTER FLOOD LIGHT W/ 2-13OW BULBS .t-ROI(FS ONLY © FIRE ALARM PULL STATION H❑ FIRE ALARM HORN/STROBE Q FIRE ALARM STROBE LIGHT TO THERMOSTAT c= FLUORESCENTFIXTURE WITH 2- 32W TUBES ® EXIT SIGNS POOWEREUNTIEDD CIRCUIT NO. IS SOWN) TELEPHONE JACK S SWITCH & 3 WAY SWITCH 1�4ENERGENCY LIGHT WHN BATTERY BACKUP 0 2 ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO I B 4, Umuanx UK WNCNC CLEUINC-AL KLUI-TAULE5 ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS 5. THERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS THE VISUAL ALARMS SHALL BE LOCATED THROUCHDUT, INCLUDING RemcQUICHA IS LLACER60 INCHES ABOVE THE FLOOR OR 6 INCHES BELOS. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (La LEVER - OPERATED, PUSH -TYPE; U-SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SUP -RESISTANT. CHANGES IN LEVEL BETWEEN M25 INCH AND 0.5 INCH SHALL BE BEVELED WiTH A SLOPE NO GREATER THAN 1:2. CHANGES IN .LEVEL GREATER THAN 0.5 INCH -REQUIRE RAMPS CARPET PILE THICKNESS SHALL' BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS . SHALL NOT EXCEED 0.5 INCH IN HEIGHT. B. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED &5 LBS FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS 9. ACCESSIBLE WATER CLOSER SHALL RF 17 T1 1tt Immm QRnu wr m- - 1Uw WAILK Ll-U]T T. ANU SHALL BE MOUNTED AT 33 TO 36 INCHES FROM THE FLOOR TO THE TOP OF THE RAIL 10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 12 ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE DIE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13. HOT WATER AND DRAIN PIPES .UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE ON PROTECTION MATERIALS MAY SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS �� , iQ 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (I& LEVER- 15.E-WHERE MIRRPORS A GEED EIN LECTRONICALLY 0q S.�AOT CONTROLLED). ONE SHALL BE FRONDED s [T aAiRAWWITH �� ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. A EREMEDICINEINETS ARE SHALL BE LOCATED WITH AT OVECOTHE T rr��rr��-���7 i T /� r�� ��T �'F��aTQ 7 7 la a Hs N O ISIA 1 Q ([ 3 n D V� I • e . 1' SHELF NO HIGGHER THANO44 NC HEEL CE REQUIRED FORS ALLBAR BE 1.5I WOES IN DIAMETER WITH ACCESSIBILITYBETWEEN TSGRA1.5 BA S SAIOI T Dads LTF W131 S !1 T T l.as.J �1 ll. 1.11.E IJ�.L .L I TOILET STALL DOORS SHALL BE THE SELF -CEASING TYPE ' 1� A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. aOI�`V11101VOD HOA aTlaa ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED &5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL y � �('WW �T �Y �7' laI sffl M-4 1� 1031 1lD-1 1 SUDING, FOLDING, AND INTERIOR SWINGING DOORS. 1� lsWATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA MECHANICAL NOTES: 2001 FMC/FGC W/02 & 03 REV. 1. ALL SUPPLY WITH 10 INCHES REGISTERS 0 (ISIDE) OOVVERHEAD FIBERGLABE 14 INCHES SS DUCT. DUCT, UNLESSNCHES ADJUSTABLE DRAWING INDEX OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATEDATTIC SPACES SHALL HAVE AN R-8 INSULATION VALUE DUCTS LOCATED IN UNCONDITIONED INTERIOR SPACES. SHALL HAVE AN R-4.2 INSULATION VALUE. 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR 1 OF 3 COVER SHEET FOR AIR RETURN AND/OR AS NOTED ON FLOOR PLAN. 3. RESTROOM VENT FANS SHALL PROVIDE 2 CFM MINIMUM PER SQUARE FOOT 2 OF 3 FLOOR PLAN OF RESTRGOM FLOOR AREA. 4. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN 3 OF 3 CROSS SECTION APPROVED VENT CAP. 5. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES PROVIDING 20 CFM FOR EACH OCCUPANT_ OR 75 CFM FOR EACH WATER I GEORGE IN FINK, P.E.CONSULTING ENGINEER CONSUL SPECIALIZED STRUCTURES INC. Si. PETERSBURG. FL. 33705 2400 SPRINGHEAD ROAD WLLACOOCHEE, GA 31650 DATE. 5-10-05 AS NOTED L�SCALE: "�'_'e CODES: SEE NOTES REVISIONS: BY: G.E.F. LABELS: RADCO. FL. SSI2733 A/B 28' X 60' BUSINESS SH IP 1 OF 3 .RUN 1 ZOOS COVER SHEET JOB NO. iq t - J �3' V.T.R. �1 1/2' V.T.R. (2) THERMOSTATS "1-0" 42'-4" 38'-8" 0'- "29'-0" 3680sT 13'-0" _ ♦ PHONE J—BOXES MPAST 2" 53'-2" 49'-10" 32'-6" 25'-0" 18'-6" 15'-2" 7'-4" 4'-0" - - 3' LAV PHOTOCELL . LAV 1 1/2' 13 R�m omI 1� 14 3.5 TON HVAC 1 1/2" OF SCE I N I 7 W1/R0 KWHEAT SO ' WC 13 3' WC 2'-Jo I 7 14 FA . — _ . _ _ _ — = - FBI .5 IWCSESP - _ _ _UNIT P� DED C - TILE TILE WITH FRESH AIR 3" 3' 14 RECEPTION 12 INTAKE. ®C 4 TILE 7 7 CKT.# 2& 4 3" 3' Tq 3 ® ® < ®1 1 �' VTR ® ® ® ® 12 O DED11 ji LE ♦♦ 3680 T — — 6 GAL W/H . CKT.# 10 OV.,tq m 7 7 7 7 T 1j® m . . j7 � 1 1/2 VTR-. 1113 14 O ♦♦ 12 6— �QLDY 4 ALA4 T O 2 3.5 TON HVAC 0 0 �1 1/2' V.T.R. �1 1/2' V.T.R.I SW 10 KW HEAT `ram BULL PEN � sT7RRIP 1250 CFM J J 5 BULL 5 _ _ TILE M 2.5 IWC ESP B 1 TILE — 40 V. 10 HVAC MD NIT ED BoTrLED OFFICE WITH FRESH AIR 1 1/2- 1 1/0 WATER C ON 5 5 5 5 5 5 TILE 5 ICKT.# 1& 3 61 MAY VARY DBL M D 1 ff�4 ® 4 � ® ® ® 2 ® ® ® O SINK 3680 2 LINE PLENUM W/ 5—PHONE x 1/2' GYP. BOARD MOP 1/2- SINK 11/2" NITOR o/ 9 — — (T(PICAL) MOP 5 TILE `o . • 2' SINK TILE FIBERGLASS OVERHEAD FIBERGLASS DUCT ' at 6 \LENUM 4 2 G/ 14x14' O® Ci ) 1 1/2' VTR 200 AMP E P. 6' LENU 3654 PLUMB WALL 9 3680 ST/ST '�� �` U PHO I HI -IMPACT DR S $ � o � S A(�B� 12o/24ov.,10 7'-0' L35-10- L28'-4- 20'-10" 13'-10"5',-d1�1� e T 49'-4" 42'-0" 17'-4" 13'-0" AP ee VW RISER NTS We LAV L1311MG AGENCY APPROVAL THESE PRINTS COMPLYWrrH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOLLOWING CRITERIA. CONST. TYPEy OCCUPANCY 8 FLCeR LL o PSF DBL. LAV _ �_ . WIND VELOCITY 140 MPH T 4 P FIRE RA`n G OF RV9ALVE � W. WALLS O HRS ALLOWABLE No. 1 I I OF FLOORS � MANUFACTURER Oftco%usen 1 I PLAIi;NUMISER SS) 2-1S*S WG APPROVAL DATE to 1 i s1 o Sr SINK RADCC _ G \ Revielvied•By: < 3/4'm INLET 1 >+I�' I Robert, Anson A. Fiorida Modular Plana Lxaminer SUPPLY RISER -NTS- ! =t S`�I? 0000029 6 COLUWt- SUPPLY LINE SIZING IS BASED ON (2) 2.4 SPF #2 IS. 2x A AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET � � Ff © (3) 2x4 SPF j�2 THIS H �x4 SPF AND SHOULD BE VERIFIED PRIOR TO EO (4) 2x4 SPF #1 13t1� F ;(42 EACH HALF. CONSTRUCTION. © (5) 2x4 SPF #2 TH��J11F" H (5) 2x4 SPF i2 EACH HALF. COLD WITH RIDGE BEAM BEARING STIFFENER _ _ _ —HOT ALL SUPPLY LINES SHALL BE NOTES: 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. 3/4", ALL STUB -UPS_ SHALL BE PVA GLUE WITH 10OX COVERAGE SHALL BE USED. 1/2" UNLESS OTHERWISE SPECIFIED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. MORM IN FINK, P.E.CMSULTMG ENgNEfIt CONSU ST. PETERSBURG, FL 33705 466,.k 4UN 1 2005 SPECIALIZED STRUCTURES INC. 2400 SPRINGHEAD ROAD WILLACOOCHEE, GA 31650 5 SCALE: 3/ 80-1'-0' CODES: SEE NOTES REVISIONS: BY: G.E.F. LABELS: RADCO, FL SSI2733 A/B 28' X 60' BUSINESS SHEET 2 OF 3 FLOOR PLAN JOB NO. L` SIDEWALL STAGGER JOINTS 48' O.C. 7/16' O.S.B. SHEATHING TO BE FASTENED - 70-71RUS Wt-BB_NAILS=O=-6•=9.iw — EDGES AND 12 O.C. IN FIELD ROOF SHEATHING DETAIL 2.7 SQUARE FEET NET FREE AREA OF ATBC VENTILATION TO BE PROVIDED BY GABLE AND OR ROOF VENTS, EACH MODULE FASTEN RIDGE BEAM TO EACH TRUSS W/ NO LESS THAN (8) 15 GA STAPLES W/ 1' PETIETRATION INTO TRUSS KING POST OR EQUIVALENT FAS11911NG. USiFD TRUSSES O 24. O.C. USTED ROOF TRUSS DESIGN LOADS: LIVE LOAD 20 PSF TOP CHORD DEAD LOAD 4 PSF TOP CHORD DEAD LOAD 6 PSF BOTTOM CHORD • SEE MECHANICAL NOTES AND FLOOR PLAN FOR CEILING DUCT SPEtlFlCAIIOIVS -RIM MEMBER 2x4 SPF/2 MINIMUM TOP AND BOTTOM •SEE APPROVEDPACKAGE (FL) FOR CEILING TO WALL FASTENNC REOUIREMEN75. L STEEL MUST COMPLY W/ ASTM A36, _ _ �/-�WSI/-ASME-818.2:1.-f y�80 KSI-MINIMUM.— -I 'AND TIE -DOWN STRAPPING LOCATIONS, >{RGIA PACKAGE USE THE 130 MPH 1MND ? INSTAL PEAK NAILS TRUS BEAM SITE W FRI.1 " _ THESE PRINTS COMPLY WEH THE- 26 GA. X 1-1/4• STEEL STRAP FROM FLORIDAM.ANUFACTURE BUILDING TRUSS GA WALL STUD ES PER S RA (7 15 GA, x 1' STAPLES PER STRAP ACT OF t079 CONSTRUCTION CODE (,YPICAL 9DiEWALIs) "AND ADHERE TO THE FOLLOWING NOTE: TRUSSES LRCH Do NOT FALL CRI[TERIA DIRECTLY OVER WALL STUDS SHALL BE STRAPPED TO TOP PLATE AND TOP PLATE CONST. TYPE `4 1 STALL BE STRAPPED TO NEAREST ADJACENT TO PLATE 2x4 SPF/2 OCCUPANCY 3 STUD W/ EQUIVALENT FASTENING CEILING FINISH FLOOR ILL SV PSF WIND VELOCITY 13 o WPH FIRE RATING OF CRIPPLE STUDS 2X4 SPF/2 O Is' D.C. DOUBLE 2x4 SPF/2 TOP PLATE W. WALLS 0 HRS 2x HEADER PER APPROVED (FL) ALLOWABLE NO. ( STRUCTURAL PACKAGE OF FLOGS SILL PLATE 2X4 SPF/2 MANUFACTURER TYPICAL WNDOW, . PLAN NUMBER So. I In S S CRIPPLE STUDS 2X4 sPF�2 O 18. O.C.MATLPoAG F� ESPEotlRFl� Ns q b E WALL sTu05 APPROVAL DATE fol St oi� L 2x4 SPF/2 O 1s• D.D `` R � _ 3/4• T do G PLYWOOD SR RD-1-FLOOR EXP -1 24' O.C. FASTENED WITH 100x 47-3/4• (14' WIDE UNIT) PVA GLUE COVERAGE h APPROVED MECHANICAL FASTENERS BOTTOM PLATE 2X4 SPF/3 95-1/Z• (14' WIDE UNIT) " 26 GA. X 1-1/Y STEEL. STRAP FROM WALL STUD TO FLOOR JOIST O OPENING 48' TYP. ' STUDS AND 18' O.C. W/ (7) 15 GA. % 1' STAPLES PER STRAP END I T h G JOINT ' (TYPICAL SIDEWALLS & ENDWALLS) ' (2) 5/16'X 3' LAG SCREWS THROUGH - FLANGE INTO JOIST O EACH OUTRIGGER nne IN ADDITION, INSTALL (1) 5/16-X 3' LAG SCREW W/ FLANGE CLIP FROM I -BEAM TO AT LEAST ONE FLOOR JOIST BETWEEN ' ALL OUTRIGGERS (TYP.) lot PRESSURE TREATED SITE INSTALL 3/8' L OUTRIGGER AND CROSSMEMBER SPACING 4W O.C. MAXIMUM ". SILL PLATE (TYP.) . ' SCREWS STAGGERED SIDE TO SIDE O 48' - TYPICAL I -BEAM MAXIMUM. LAG SCR PIER MUST PENETRATE 1.; MINIMUM INTO ADJAG MODULE RIM JOIST a. 4A RIDGE BEAM CONSTRUCTION: 2 LAYERS 3/4;X 24' PLYWOOD, RATED SHEATHING, EXP.-1, STRUCT.-1, 5 PLY/5 LAYER, 48/24 EACH HALF CONTINUOUS ENTIRE LENGTH OF BUILDING. NOTES: 1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN. 2. ALL PLYWOOD BUTT JOINTS MUST. BE STAGGERED 24' MINIMUM. 3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST -BE THE SAME DEPTH, THICKNESS, AND GRADE OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED. 4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE W/ PS I-95. 5. PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED TO ADJACENT LAYERS IN ACCORDANCE W/-PDS SUPPLEMENT #5, W/ AN ADHESIVE COMPLYING W/. ASTM D2559, OR CA25-4. 6. PLYWOOD MUST NOT BE TREATED W/ A FIRE RETARDANT PROCESS. 7. MOISTURE CONTENT MUST BE LESS THAN 167E e. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL 9. INSTALL (2X4) X 20' SPF#3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS, WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM W/ 1DOR GLUE COVERAGE AND (6) 16 GA. X 2- 1/2- STAPLES. EXTERIOR FINISH MATERIALj`, ROOF — 45 MIL BLACK RUBBER ROOF COVERING (EPDM) lkIT MANUFACTURER'S SPECIFICATIONS. 1/ STRUCTURES INC. WALL — 5/16 INCH HARDI—BEAD LAP SIDING OVER APPROM ROAD WILLACOOCHEE, GA 31850 INSTALLED PER MANUFACTURERS SPECS • I • MAY PE USED AS A BR,6CING MAIERIAL� FASTEN Sf 6d x 2 COMMON NAILS 6 O.C. EDGES A D FIELD. t INTERIOR FINISH MATERIAL: EVISIONS: BY: CEILING — 1/2 INCH MINIMUM GYPSUM BOARD INSTALLED PER I; G.E.F. SPECIFICATIONS. (POPCORN FINISH) WALL — 1/2 INCH MINIMUM GYPSUM BOARD (VINYL COVERED)�8' X 60' BUSINESS . SHEET FLOOR — AS NOTED ON PLAN ��� Joe NO: 3 OF 3