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HomeMy WebLinkAbout7435 Gall BlvdENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING November 26, 2007 Precision Homes 305 East Third Street Ocilla, GA 31774 RE: Manufacturer: Precision Homes S/N Size & Occupancy COM-5 ( PRE-1 45) ; 46' -6" x70' ; Business HWC Plan#: 2056-1 474F To Whom It May Concern: Thic is to certifv that the nlans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2004 Florida Codes and Standards, with 2005/06/07 supplement, as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties). ORN, WERNER, CARTER & ASSOCIATES, INC. Reviewer HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584-8151 FAX: (727) 586-3343 ( (727) 585-2392 / (727) 587-0447 Modular Dapia Inspection k k t- um GENERAL NOTES: (1) ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY OTHERS AND FIELD BUILT BY LOCAL CONTRACTOR AND IS SUBJECT TO LOCAL JURISDICTION APPROVAL THE PRIMARY ENTRANCE MUST BE ACCESSIBLE. (2) ALL SPECIAL FROM THE EGRESS SIDE WITHOUT EUSE OF A KEY, TOOL, LL KNOWLEDGE OREFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS5 ALL NOT BE USED. (3) ALL GLAZING WITHIN A 24 INCH ARC OF DOORS AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY GLAZED, TEMPERED OR ACRYLIC PLASTIC SHEET. IN ADDITION, ALL GLAZING MATH AN EXPOSED BOTTOM EDGE WITHIN 18 INCHES OF THE FLOOR AND WITH AN INDIVIDUAL PANE LARGER THAN 9 SQUARE FEET WITH THE TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR SHALL BE SAFETY GLAZED, TEMPERED OR ACRYLIC PLASTIC SHEET. (4) CONSTRUCTION IS TYPE AB (UNPROTECTED) (5) OCCUPANCY IS BUSINESS (6) ALL STEEL STRAPS REFERENCED ON THE FLOOR PLAN SHALL BE 1-1/2" X 26 GA MINIMUM WITH (8) 15 GA X 1" STAPLES EACH END OF STRAP FROM THE CEILING EDGE JOISTS)/HEADER TO THE COLUMN/STUD AND FROM THE COLUMN/STUD TO THE FLOOR EDGE JOISTS)/BLOCKING W/STRAP Fy-44 KSI MIN. (7) BUILDING MUST BE LOCATED MINIMUM 30 FEET FROM THE PROPERTY LINE AND/OR THE ASSUMED PROPERTY LINE. (8) BUILDING DESIGN PARAMETERS FLOOR UNIFORM LIVE LOAD: 50 PSF EXCEPT 100 PSF IN CORRIDOR & LOBBY FLOOR CONCENTRATED LIVE LOAD: 2000 LEIS (IN OFFICE AREAS) ROOF LIVE LOAD: 20 PSF GROUND SNOW LOAD (Pg): 0 PSF (Is-1.0) ATTIC LIVE LOAD: 0 PSF BASIC NAND SPEED (3 SEC. GUST): 110 MPH, EXPC (IW-1.00) BUILDING MEAN ROOF HEIGHT NOT TO EXCEED 25 FEET ABOVE GRADE WIND ANALYSIS: ANALYSIS PER ASCE 7-02, SECTION 6 BUILDING CATEGORY: ENCLOSED (CATEGORY 11 PER ASCE 7-02) INTERNAL PRESSURE COEFFICIENT: GCpi -±.18 C&C WIND LOADS: WALL: 39.3 PSF ROOF: 69.3 PSF (9) THIS BUILDING HAS NOT BEEN DESIGNED FOR COASTAL HAZARD AREAS, OCEAN HAZARD OR REGULATORY FLOOD PLAIN AREAS. (10) THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER HALF OF AN ISOLATED HILL OR ESCARPMENT WHICH EXCEEDS 30 FEET IN HEIGHT (11) BUILDING OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA. BUILDING OCCUPANT LOAD - 32 (12) BUILDING IS TO BE LOCATED IN - DADE CITY, FL (13) THE 'END ZONE' FOR TH'S STRUCTURE EXTENDS 4.5 FEET FROM EACH CORNER FOR WALL AND UPLIFT STRAP SPECIFICATIONS AND 4.5 FEET F RO;A GAELE:3, SIE EVA1-L Ei VFS ANC POCES FOR RCOF CONSTRUCTION SPECIFICATIONS. ('END ZONE' - V DIMENSION; THE 'END ZONE' IS REFERENCED ON WALL CONSTRUCTION, UPLIFT STRAP AND ROOF CONSTRUCTION DOCUMENTS APPROVED FOR FACTORY PRODUCTION). (14) IN WIND-BORNE DEBRIS REGIONS, EXCEPT FOR IMPACT RESISTANT GLAZING, STORM PROTECTION WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR THE GLAZING OPENINGS WITH THE ATTACHMENT HARDWARE IN ACCORDANCE WITH TABLE 1609.1.4 OR THE FBC CODE. THE STORM PROTECTION PANELS ARE TO BE PROVIDED BY THE INSTALLATION CONTRACTOR, (WIND-BORNE DEBRIS REGIONS ARE AREAS WHERE THE BASIC WIND SPEED EQUALS R EXCEEDS 120 MPH OR AREAS WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED IS 110 MPH OR GREATER). (15" EXTERIOR WINDOWS AND DOORS MUST BE TESTED1TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE 1609.6E OF THE FBC CODE ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE 1609.6D OF THE FBC CODE. ALL EXTERIOR WINDOWS AND DOORS MUST BE TESTED AND APPROVED BY AN INDEPENDENT LABORATORY AND BEAR A LABEL INDICATING COMPLIANCE WITH AMMA/NWWDA 101/I.S.2 (16) PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EMERGENCY LIGHTING) ARE THE RESPONSIBILITY OF THE BUILDING OWNER AND ARE SUBJECT TO LOCAL JURISDICTION APPROVAL (17) PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE LOCAL CONTRACTOR AND/OR OWNER IN ACCORDANCE WITH THE IFC, NFPA 101 AND/OR OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL CODE JURISDICTION. (18) WHEN REQUIRED RESTROOM FACILITIES ARE NOT PROVIDED WITHIN THE BUILDING THEY SHALL BE LOCATED IN AN ADJACENT BUILDINGS WITHIN 500 FEET, SUBJECT TO LOCAL JURISDICTION APPROVAL, OR WILL BE SiTE-INSTALLED AND SUBJECT TO LOCAL INSPECTION, THIS SHALL BE NOTED ON THE BUILDING DATA PLATE. NOTE: FOUNDATION DESIGNER MUST CONSIDER THE WIND LOAD SUPPORT REQUIREMENTS AS WELL AS TWE GR40TY LOAD SUPPORT REOUiREMENTS IN THE FOUNDATION DESIGN TO INSURE THE BUILDINGS STRUCTURAL MEMBERS ARE ADEQUATELY SUPPORTED AND/OR ANCHORED TO THE GROUND. NOTE: THE FOUNDATION DESIGNER MUST ADJUST THE FRAMING DIMENSIONS SPECIFIED iN THESE DRAWINGS TO ACCOMODATE FOR THE NORMAL GAPS WHICH OCCUR BETWEEN THE MODULES DURING SETUP. NOTE. • THIS S7RUC7URE IS A MODULAR (FACTORY -BUILT) BUILDING WHICH iS TO BE CON57RUC7ED AND INSPEC70 IN ACCORDANCE WITH AN APPROVED THiRD-PARTY QUALITY ASSURANCE PROGRAM TO INSURE COMPLANCE WITH THE REFERENCED CODES. NOTEI ALL MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER 9B-72 RULES SHALL HAVE A CURRENT FLORIDA PRODUCT APPROVAL NOTE, THESE PLANS HAVE BEEN PREPARED IN COMPLI- ANCE WITH THE 2004 FLORIDA BUILDING CODE WITH THE 2005, 2006 AND 2007 AMENDMENTS. NOTE: A SET OF THESE DRAWINGS WITH EMBOSSED ENGINEERS SEALS MUST BE ON FILE AT THE THIRD PARTY AGENCIES OFFICE, AS DIRECTED BY THE FLORIDA DCA. CODE SUMMARY BUILDING ELECTRICAL MECHANICAL PLUMBING ACCESSIBILITY ENERGY STATE CODE CODE I CODE CODE CODE CODE FLORIDA 2004 FBC Wr05 2004 FMC W/005 & '06 2004 FPC W/'05 & '06 & 07 SUPP, SUPP. SUPP. (see Note 114 2003 NFPA 101 to right) 2004 FFPC ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED iN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY NEC 410-8(o). 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WiTH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED, A UNIT SWITCH WITH A MARKED `OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLI- ANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6, THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL 7, ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. 8. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES ABOVE THE FLOOR. FIRE ALARM HORN/STROBE DEVICE SHALL BE WALL MOUNTED WITH THE BOTTOM EDGE 80 INCHES ABOVE THE FLOOR. 9. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (WP) ENCLOSURES, THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 10, ALL EXTERIOR LIGHTS SHALL BE EQUIPPED WITH PHOTOCELLS FOR AUTOMATIC SHUT-OFF WHEN DAYLIGHT IS AVAILABLE. 11. OPTION: CIRCUITS MAY BE IN EMT IN LIEU OF CABLE SPECIFIED IN ELECT SPECIFICATIONS (INSTALL COPPER TYPE THHW CONDUCTORS IN LIEU OF CABLE SPECIFIED IN ELECT SCHEDULE) BUILDING SITE INSTALLA77ON REQUIREMENTS AT7EN77ON LOCAL INSPEC77ONS DEPARTMENT The following items have not been completed by the building manufacturer, have not been inspected by the third party inspection agency and are not certified by the state modular label and/or certifi- 00ii0n. Code rornDlionce for these items must be detemlrnad at the local level: 1) Tile completed foundation support system and tiedown and/or anchorage system. 2) Ramps, stairs and general access to the building. J) Building drains, cleanouts and hook-ups to plumb - !no : system, a=1d finish plumbing. 4) Electrical service flock -up (including feeders and the main Electrical Panel). 5) ConnecJon o�' Electrical circuits crossing over modular mating lines (multi -wide units only). 6) Structural and aesthetic interconnections between modules (multi -units only). 7) Installation of insulation at floor, ceiling and end- wolls at mating lines (multi -wide units only). 8) Install R6.5 insulation on all piping installed 7n unconditioned spaces 9) Instal! (rest pin at all module mote lines at the marriage waf, ceirng height and at the floor system. 10) Storm Protection Panels Required For Glazed Openings Per FBC Section 1609.1.4. 11) Plan review and inspection required by Chapter 6JJ F.S to be done on -site by local Iiresofety inspector. 12) Water Heater thermal expansion device 1J) Gutters and Downspouts. 14) Energy Code Calculations w,41VAC System & Vestibule 15) Roof Trusses/Construction - See Notes on DWG 2 & 5 16) T-Grid and Light Fixtures 17) HVAC System 18) AHD 19) Dri7king Fountain & Plumbing to Fountain 20) Vestibule and Exterior Canopies (Designed by Others) 21) Exterior Lights 22) Floor Finish Materials 2J) Exterior Woll Finish Materials 24) Door To Remain Unlocked ..' Signs 25) Front Doors WISIdelights And Transom Above 26) Security and or Fire Alarm Systems .mx lyf A A SIGN READING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' ON A CONTRASTING BACKGROUND WITH I' HIGH (MIN) LETTERS SHAL BE PLACED AT EACH EXTERIOR DOOR (T❑ BE SITE INSTALLED SUBJECT TO LOCAL BUILDING OFFICIAL APROVAL> FOUNDATION NOTES IN ACCORDANCE WITH THE REQUIREMENTS OF THE FL13RIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIEDOWN SYSTEM DETAILS AND SPECIFICATIONS, THE DESIGNER OF THE BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS, THE DESIGNER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PER- FORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATED THERETO. MECHANICAL NOTES: 1. NOTEI HVAC SYSTEM TO BE SPECIFIED/ DESIGNED BY OTHERS, SUBJECT TO THIRD PARTY AND/OR LOCAL BUILDING ❑FFICIAL REVIEW AND APPROVAL, 2. RESTROOM VENT FANS SHALL PROVIDE 75 CFM OR MORE EXHAUST PER WATER CLOSET OR URINAL 3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES PROVIDING 20 CFM FOR EACH OCCUPANT OR 75 CFM FOR EACH WATER CLOSET AND EACH URINAL, WHICHEVER IS GREATER 5. INTERIOR DOORS TO BE UNDERCUT 1-1/2 INCHES EXCEPT FIRE RATED DOORS TO BE UNDERCUT 3/4 INCHES. SYMBOLS © fAiE ALARM PULL STATION d DOUBLE DATA J BOX Q FIRE ALARM HORN/STROBE S FIRE ALARM STROBE LIGHT SINGLE DATA J BOX O SMOKE DETECTOR DUPLEX RECEPTACLE 120 V. O THERMOSTAT (PROGRAMMABLE) SINGLE RECEPTACLE 240 V. FLUORESCENT FIXTURE WITH 2- 32W TUBES (ELECT. BAL) INCANDESCENT LIGHT WITH 1- 60 W. BULB ® EXIT SIGN W/BATTERY BACKUP 0 VENT FAN (75 CFM) JUNCTION BOX (NON JQ POWERED UNLESS CIRCUIT ® COMB. VENT FAN & LIGHT NO. IS SHOWN) (75 CFM & 6OW BULB) V TELEPHONE JACK 0 SUPPLY AIR REGISTER $ SWITCH & 3 WAY SWITCH 0 RETURN AIR REGISTER n EMERGENCY LIGHT WITH FLOOD LIGHT 2-150W BULBS BATTERY BACKUP J INCANDESCENT PORCH LIGHT QgQ EXIT SIGN & EMERGENCY UGHT -�j- WITH 1- 60 W. BULB W/BATTERY BACKUP LAV i 1/2n � ryc 1/2 nLAV EIS SUPPLY NTS T ALL STUB UPS 1/2' MINIMUM SIZING BASED ON INLET PRESSURE BETWEEN 46 TO 60 PSI SUPPL Y LINES COLD LINE HOT LINE 1" INLET LIST iNG AGENCY ArPP OVAL 179 rt1 d. Par No. ;- o/ . - Apn:: ;sd .Of - Hio VeOcity Hu�lcarlaZarte _ PVC COA # 1026 1" WC 1/2" HOSE BIBB WITH \ J BACKFLOW PREVENTOR � / / J/4" / J/4- 1/2" SINK 3/4n \ I W/H ( J/4" ACCESSIBILITY NOTES: 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3, WHERE STORAGE FACIUTES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (ie. TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 INCHES MINIMUM AND 48 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS MALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR 44 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES). 4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 48 INCHES ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, MEASURED TO THE BOTTOM OF THE DEVICE, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (le. LEVER -OPERATED, PUSH -TYPE, U-SHAPED) MOUNTED 30 INCHES TO 48 INCHES ABOVE THE FLOOR. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 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 1N HEIGHT. 8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE FLOOR. SIDEWALL GRAB BARS SHALL BE MOUNTED WITH THE FAR END LOCATED A MAXIMUM OF 12 INCHES FROM THE WALL BEHIND THE WATER CLOSET. 9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR AND 14 INCHES FROM THE WALL. 10, 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. .11. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE 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 MAX. 12. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION OR PROTEr,TI()N MATERIAL MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES LINDER &,CESSIKE LA IATORIES AND SINKS. 13. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). 14. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST.ONE SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR, 15. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR, 16, GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 TO 1.5 INCHES IN DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL. 17. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A. DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING D(ZR' AND 5 lbS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING (BOORS. 18. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA. 19. ALL GRAB BARS MUST SUPPORT A 250 LB LOAD APPLIED IN ANY DIRECTION ANYWHERE ALONG iTS LENGTH. ' PLUMBING NOTES: 1. REST ROOM WALLS SHALL BE COVERED WITH NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48 INCHES A.F.F. 70' MINIMUM IN SHOWERS) AND THE FLOOR SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARDS ONTO THE WALLS AT LEAST 6' AFF. 2. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES AND SERVICE SINK WHEN NOT SHOWN ON FLOOR PLAN. 3. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 4, WATER HEATER SHALL HAVE A T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUTOFF VALVE WITHIN 3 FEET ON THE COLD WATER SUPPLY LINE. 5. DWV SYSTEM SHALL BE COPPER PIPE COMPLYING W/ ASTM 842 OR ASTM B306 6, WATER SUPPLY LINES SHALL BE TYPE L COPPER. 7• BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL. 8, SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120-F (48.8'C). 9• THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON PLUMBING PLAN, IS DESIGNED AND SiTE INSTALLED BY OTHERS, SUBJECT TO LOCAL APPROVAL 10, INSTALL MINIMUM 1/2 INCH PIPE INSULATION [WITH A CONDUCTIVITY WITHIN THE RANGE BETWEEN .24 AND .28 BTU-INAHR-SO. FT.-F)] ON ALL HOT WATER PIPES WITHIN 8 FEET FROM THE WATER HEATER. 11. WATER HEATERS MUST BE PROVIDED WITH INSULATED HEAT TRAPS ON BOTH THE INLET AND OUTLET WHEN THE WATER HEATERS ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS. 12. TOILETS SHALL BE ELONGATED WITH NONABSORBENT OPEN FRONT SEATS. 2' V7R 1-1/2" VTR Date n No. oApOveti 8y SETT S.. FRANCIfS "12' 1-112' SINK LA a1 ' ',-;ilea Plans EfX@-ecl finer No -42 1-1/2" 1-1/2" _ PRECISION MODULAR REVIEI�� '- ��6 �1 309 E. 4TH STREET /2. 2" CITY 0 v; OCILLA, GEORGiA 31774 PLANS Ede .:.., We DATE: 11 7 07 J" CODES: FBc J" LABELS: SEE DWG 1 REVISIONS: DRAWN BY: (TWO PLACES) SCALE: NTS C.A.Leblanc MODEL: COM-5 PLAN N°. SHEET D W V RISER A LVWORKSPU,L; - ;rt i 1I COVER PAGE/NOTES/PLUMBING PRE-145 NTS�rINC1a`ILIJT' A WiLLiAM J. KICKER, JR., P.E. 33 ROCKWOOD LANE I OF 5 ©ItWAI'I:) �j a �, fl � A\"t CONSULTING ENGINEER MONROE, CT 06468 11�' ZLI'IIypup t ` P.E. LICENSE #R33841 (203) 261-1167 Fit al 01� I - 4� P i CC�W 71 Q �j�, �'� � IL AL LEFT ELEVATION RIGHT ELEVATION ENERGY CODE NOTES BUILDING LOCATION: DADE CITY, FL ** SOLID DOOR U—FACTOR: .35 WINDOW U—FACTOR: .47 WINDOW SHGC:.50 TELLER WINDOW U—FACTOR: .50 TELLER WINDOW SHGC:.50 GLASS DOOR U—FACTOR: .47 GLASS DOOR SHGC: .50 HVAC SEER RATING: SPEC BY HVAC DESIGNER WATER HEATER ENERGY FACTOR: .92 MIN ** ENERGY CODE COMPLIANCE WITH THE SITE INSTALLED HVAC SYSTEM AND VESTIBULE MUST BE PROVIDED BY OTHERS OVERHANG 2'-10" P ALL SIDES TRUSSES/ROOF CONSTRUCTION (5/12 ROOF PITCH) SITE INSTALLED AND DESIGNED BT OTHERS SUBJECT TO LOCAL BUILDING OFFICIAL APPROVAL (TOTAL SITE INSTALLED ROOF DEAD LOAD NOT TO EXCEED 20 PSF) FRONT ELEVATION REAR ELEVATION ELEVA TIONS (N TS) GUTTERS AND DOWNSPOUTS SITE INSTALLED SPECIFIED/DESIGNED BY OTHERS DRAINAGE SYSTEM TO PROVIDE POSITIVE DRAINAGE OF ROOF CONSTRUCTION FOR ALL RAINWATER TO PREVENT PONDING OF WATER ON ROOF FRAMING (TYP) FRONT DOORS W/SIDELIGHTS AND SITE INSTALLED VESTIBULE NOT TRANSOM ABOVE SITE INSTALLED SHOWN IN ELEVATIONS — TYP ELEVA LION NOTES• Typical See cross section for method of roof ventilation. Handicap romp(s), Stoir(s), and Handrails ore site installed, deslgned by others, and subject to local Jurisdictian review and approval Foundation enclosure (when provided) must have 1 square foot of net vent area per 1/150th of the floor area and an 18"x24" minimum crawl space access, site installed by others subject to local Prisdiction, review & approval. Foundation enclosure must be provided with a minimum of 20.8 ft2 of net vent area. 1 I'-0" Lls"WG A ENC,Y APPROVAL t'hass prints coeriply with the Florida ma nufsc'aarar SuhrHng Act of 4979 construccon Cole and adhar9 to the following itriix �Ca�n�t. Ty")) Allov;abb e 'No. of Fl�xypq Wind 4Ve?dray Fire Patina of � Plan No. Allow, Noor Load •5�i �� Approval Data Manufacturer A{SgF€trL3d `oi HIM'no,'a -- 7G/Q rnc� \t ° 9Zone COA i02K AH DEPOSITORY RO 23" WIDE X 26-1/4' HIGH W/BOTTOM OF OPPENING 26" AFF DIED RECEPT & EDGE OF OPENING LOCATED AS SHOWN BELOW 1.5KW MAX 0 120V 54"AFF 1 70'-9 IT-1 11 ` 7_51 9'-g" 717 T-T 4'-9" 15'-2" TOP OF CNTR 28` TO 34" AFF SEE IDS 400 amp Pane! A l — l/2" VTR G� 2 -6" i l'-0" DETAIL 120/240 v., 1 2A WP 1— 1/2" VTR saeo st�sr 1 A A B 36" GS 36" GB .HOLE �pI {— — 6'$' t PANIC HqY 4'-30 — - - 17A _ — — COMM. MECH. GF1 _ on -& GF1 2A 2A N 1A 2A --SEE CCTV 42" I S° j 42' 18" B m 4A DETAIL / I ( 1 1 n 5A A.H.D. f 75 CFM 75 CFM —248 2-2480 BREAK ROOM 6 4A 1A j 1A SIFOLD 0 42" GB 42" GB 6 6A 15A 6A GF1 3680 DED RECEPT L F BATH ` L��BAT� 2A f1.9 KW MAX O 120V 16A 1.5KW MAX 0 120V (FOR AHD) 30' A.F.F. 3680 16"AFF 3PR80 P 80 1 A 3680 IV - CRAWLSPACE CHECK z� OFFICE N ACCESS DETAIL 1 A 4A STAND 1 A 1 A 20` AFF 4A SEE DWG 4 6 A 3680 DEDEREICEPT 3A 3 � " 4-2 Fri 11A l 3680 1.� 20VAX C~—TOP34F CNTR AFF 28" 3" MIN D 4A D 4A D 1°�1 D cn � 1 1 20` AFF J 7'IO' 0" AFF O 4' 22`X36" ATTIC ACC. 10A Del eEIEAUCrN+G�Jp S75 ,n 7A A 20 AFF 1 1 I 1 T9 QUAD RECEPT-TYP 12 -1 7A 7A 10A 7A 1 OAl 7A 7A \ 7A TELLER WINDOW W/80OW HEATER --' 1.4 KW MAX 0 120V CKT 15A \ SITE INSTALLED HIP ROOF GIRDER TRUSS 6 a ADA TELLER CARPET HIP ROOF GABLE TRUSS OF CNTR \ TOP3e AFF 28" X SPAN TO 1RDER TRUSS q�/JR / TILE ' \ LODB 1 HIP 10A 2X4 WALL TO CNTR BETWE24"TELLERS 1 OA + 8A 8A 8A 8A 13-2" I 20 AFF 22'-4" _ J A TOP OF CNTR 28" 1 I H TELLER WINDOW -SEE DETAIL ON DWG 4 14A TO 34" AFF I -011 SEE NOTE 'A' C 14A SECTION ND '0' 3680 14A ON DWG 5 TOP 28" —r// '11 TO 344`' AFF 3s80 C.O. 11A DEP051TOKY BOX 3680 11 A 11 A 14A VIEWING AREA 11A 2-30X54 FIXED W/12` TRANSOM 4 -0' ABOVE WOOD CASING W/INSULATED -� BRONZE TINTED GLASS (U-.47) (APPROX. RO 64'X68` W/TRANSOM) TYP ALL EXTERIOR WINDOWS EXCEPT IN VESTIBULE AND AT FRONT DOOR) 3 680 14A 'L 14A 1 14A SEE NOTE 'A' TILE BELOW AND SECTION 'D' ON DWG 5 11A-DI •ii 11A 4& ull SWINDOW 20" AFF AF GLZ BFIXED OFFICE TOP OF CNTR 28" TO 3e AFF q 8A III A I TOP OF CNTR 28' TO 34" AFF (D9A 3680 13A 11A CV 13A OFFICE 11A 60X60 FIXED WINDOW 20" AFF 13A 3680 13A 13A 13A 13A 2A FI II I I CKT 2AAW2 V 1AGAL TOP OF CNTR 28" TO 34' AFF 2" VTR, - A 7A OFFICE9A HIP ROOF GABLE TRUSS SPAN TO GIRDER TRUSS / /_ A 'I,7 3680 SITE INSTALLED HIP ROOF GIRDER TRUSS 11A E 13A OFFICE 11A 13A 11 FLOOR � _13A B SAFE DEPOSIT BOXES 10-04" 5'-04" 11A 5'-5" 5'-G" SITE INSTALLED! 2-3684 ALUM STOREFRONT DOORS WITH SIDE- LIGHTS k TRANSOM; ALL GLAZING BRONZE TINTED WITH INSULATED VESTIBULE SITE INSTALLED, DESIGNED BY OTHERS GLASS (U-.47 MAX); DOORS SUBJECT TO LOCAL BUILDING OFFICIAL REVIEW AND APPROVAL B SIDELIGHTS SAFETY GLAZED W/CLOSERS (TOTAL RO 20-X1 B- W LOCATED 0" AFF W ENING CENTERED IN VESTIBULE) 28'-5k14° 26-58" 70'-a' FRONT COLUMN AND STRAPPING SCHEDULE* 3 -2X4 SPF #2 JACK STUDS AND 3 STRAPS EACH MODULE Q 3 -2X6 SPF #2 STUDS AND 6 STRAPS THIS LOCATION (2 STRAPS PER STUD W/0VE'RSTRAPPING) © 3 -2X6 SYP #2 JACK STUDS AND 3 STRAPS EACH MODULE 2 -2X4 SPF #2 JACK STUDS AND 2 STRAPS EACH MODULE ►E 6XIVE/NAIL STUDS TOGETNER IN EACH MODULE W/1001K PVA GLUE AND 15 GA K 2-1/2" STAPLES 6" aC NOTE 'A' - IN THIS SPAN INSTALL THE FOLLOWING CEILING EDGE JOISTS: TWO 1-1/2"X 11" MICROLAM GRADE 2.0 CEILING EDGE JOISTS IN EACH MODULE AND 3 STRAPS EACH END IN EACH MODULE — BEAM TO DROP DOWN 1-3/4- BELOW THE ADJACENT CEILING JOISTS AND BE SUPPORTED BY THE SPECIFIED JACK STUDS AT EACH END IN EACH MODULE (NO BUTT JOINTS PERMITTED IN MICROLAM LAYERS OVER OPENING); DOUBLE CEILING JOISTS IN EACH MODULE TO BE GLUE/NAILED TOGETHER WITH PVA GLUE AND .131" X 3" NAILS 6" O.C. HORIZONTALLY AND VERTICALLY 12xl2x6 J BOX ABOVE T—GRID 1" CONDUIT 6X6X4 J BOX 54" AFF IDS SCHEMATIC MODULE 'A' MODULE 'B' v- MODULE 'C' d- USTING AGENCY APPROVAL I, se prints comply with tha Florida Mz-b ufactured 1A-041n Act of 1979 C"Str=borl C040 and ldhere to the fOII0WfI-ip crit0dia: Occupincy Allc fable No. of F!oors 1Vind Velocity / c 12C' Fire Palini of Ex.! Ex.! V`41i 5 ? yam/ Plan No. A.Inw 9Ic,oT L-L1aa A.00rrn43! Oate Manufschlrer ci(j AP ?.rnk v IOr Hurricane -Zone A WC C 3A # 1025 12xl2x6 J BOX ABOVE T—GRID 1" CONDUIT 6XBX4 J BOX 70` AFF CCTV SCHEMATIC 4- 0 4 IV 9G- 1/211 TELLER WINDOW RD INTERIOR ELEVATION NTS ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER WIRE(AMPS) (Cu.)* HVAC 12A W/H 20 A (1 P) 12-2 NM 1,2141617A LIGHTING & RECEPTACLES 20 A 12-2 NM 8,9,10.11 A LIGHTING & RECEPTACLES 20 A 12-2 NM 13,14A LIGHTING & RECEPTACLES 20 A 12-2 NM 15A TELLER WINDOW 15 A (1 P) 14-2 NM 5A AHD 20 A (1 P) 12-2 NM 3A REFRIG 20 A (1 P) 112-2 NM 15,16,17A DED RECEPT 20 A (1 P) 1 12-2 NM ELECTRICAL PANEL SIZING: DESCRIPTION SUBPANEL'A' KVA GENERAL LIGHTING .0035 KW/SF X3115SF X 1.25- 13.63 48 RECEPTS AT 180VA/1000= 8.64 WATER HEATER 1.9X1.25= 2.38 -2 FANS AT .3 KW X 1.25= .75 HVAC --- OTHER TELLER WINDOW & AHD 3.30 OTHER REFRIG 1.00 OTHER QED RECEPT 3X1.5= 4.50 TOTAL -.3-4L20- — TOTAL/240 X TOOO= _142.5 INSTALL 400 - AMP PANEL 120/240 V 10 EXCEPT ALL CIRCUITS LOCATED ABOVE THE T-GRID CEILING WILL BE TYPE AC CABLE FIN15MED FLOOR LISTING AGENCY APPROVAL .q These Prints c0mPIY with the Florida Co MsnstruqufActuction red Code Sullandjn� Act efts th7199 adhere e following criteria: DOUBLE MICROLAM BEAM CcnSt. Tyra � IN EACH MODULE Occupancy _Z21 MODULES SHOWN SEPARATED FOR CLARITY Allowable No. of Floors Wind Velocity Fire Ra!jrjg of E�o 'Ovall's SECTION D-D Plan Nn Alt" P!Oor Lead NTSAppr-jv,ji Mani ffant!srar vu AR HWC # 1026 INSTALL DOUBLE 2X8 SYP #3 HEADER AS SHOWN FASTEN OUTSIDE JOIST TO 2X8 FASTENED TO STEEL JOISTS WITH 5-.131*X3" NAILS - FASTEN DOUBLE 2X8 TOGETHER WITH TWO ROWS .131"X3' NAILS 3- D.C. - TYP 2 PLACES (TOP OF 2X8'S TO BE FLUSH W/TOP STEEL JOISTS) INSTALL FLOOR SHEATHING ON STEEL JOISTS & OUTSIDE 2X8 (SHTG NOT SHOWN) INSTALL 2X8 SYP #3 BLOCKING AS SHOWN PER STANDARD SPECS WITH 1/8- GAP BETWEEN SHEATHING AND ACCESS DOOR FASTEN 2X8 TO STEEL JOIST WEB WITH TWO ROWS AEROSMITH .144" DIA X 2" HELICAL SHANK PINS 6* O.C. (TOP OF 2X8 TO BE FLUSH W/TOP STEEL JOIST) MU INSTALL 2 STEEL JOISTS W/STANDARD 24" O.C. SPACING WITH THE SOLID WE SIDES OF THE JOISTS FACING EACH 0' TO SUPPORT THE 2X8 BLOCKING 10" MIN OPENING WIDTH FLOOR CRAWL 5PACE ACCE55 DOOR CON5TRUCTION CEILING SHEATHING NTS OOD ACCESS DOOR TO HAVE PLYWOOD GRAIN PERPINDICULAR TO STEEL JOISTS ACCESS DOOR TO BE FLOOR FINISH INSTALLED OVER TWO LAYERS 5/8- PLYWOOD STURDIFLOOR, EXP1, 24- D.C. INSTALLED WITH THE FACE GRAIN PERPINDICULAR TO STEEL JOISTS WITH A MINIMUM 1-1/2 INCH BEARING ON ALL SIDES ON 2X8 FRAMING. DOOR SIZE TO EQUAL (ACTUAL OPENING WIDTH + 3-) X 33- WITH THE PLYWOOD LAYERS GLUE/NAILED TOGETHER W/100% PVA GLUE AND 15 GA X 1" STAPLES 4' O.0 IN ALL DIRECTIONS. THE FINISHED INSTALLATION MUST PROVIDE A SMOOTH WALKING SURFACE WITHOUT A TRIPPING HAZARD SITE INSTALL 112' DIA CARRIAGE BOLTS WITH WASHERS & NUTS EACH END 12' O.C. - FILL ALL GAPS AT MATE LINE WITH SOLID SPF SHIMS/BLOCKING BEFORE INSTALLING BOLTS (TYP) - SITE INSTALLED CEILING JOISTS CEILING JOISTS PRECISION MODULAR 309 E. 4TH STREET OCILLA, GEORGIA 31774 INSTALL DOUBLE 2X8 SYP #3 HEADER AS SHOWN FASTEN OUTSIDE JOIST TO 2X8 FASTENED TO STEEL JOISTS WITH 5-.131*X3" NAILS - FASTEN DOUBLE 2X8 TOGETHER WITH TWO ROWS .131"X3' NAILS 3- D.C. - TYP 2 PLACES (TOP OF 2X8'S TO BE FLUSH W/TOP STEEL JOISTS) INSTALL FLOOR SHEATHING ON STEEL JOISTS & OUTSIDE 2X8 (SHTG NOT SHOWN) INSTALL 2X8 SYP #3 BLOCKING AS SHOWN PER STANDARD SPECS WITH 1/8- GAP BETWEEN SHEATHING AND ACCESS DOOR FASTEN 2X8 TO STEEL JOIST WEB WITH TWO ROWS AEROSMITH .144" DIA X 2" HELICAL SHANK PINS 6* O.C. (TOP OF 2X8 TO BE FLUSH W/TOP STEEL JOIST) MU INSTALL 2 STEEL JOISTS W/STANDARD 24" O.C. SPACING WITH THE SOLID WE SIDES OF THE JOISTS FACING EACH 0' TO SUPPORT THE 2X8 BLOCKING 10" MIN OPENING WIDTH FLOOR CRAWL 5PACE ACCE55 DOOR CON5TRUCTION CEILING SHEATHING NTS OOD ACCESS DOOR TO HAVE PLYWOOD GRAIN PERPINDICULAR TO STEEL JOISTS ACCESS DOOR TO BE FLOOR FINISH INSTALLED OVER TWO LAYERS 5/8- PLYWOOD STURDIFLOOR, EXP1, 24- D.C. INSTALLED WITH THE FACE GRAIN PERPINDICULAR TO STEEL JOISTS WITH A MINIMUM 1-1/2 INCH BEARING ON ALL SIDES ON 2X8 FRAMING. DOOR SIZE TO EQUAL (ACTUAL OPENING WIDTH + 3-) X 33- WITH THE PLYWOOD LAYERS GLUE/NAILED TOGETHER W/100% PVA GLUE AND 15 GA X 1" STAPLES 4' O.0 IN ALL DIRECTIONS. THE FINISHED INSTALLATION MUST PROVIDE A SMOOTH WALKING SURFACE WITHOUT A TRIPPING HAZARD SITE INSTALL 112' DIA CARRIAGE BOLTS WITH WASHERS & NUTS EACH END 12' O.C. - FILL ALL GAPS AT MATE LINE WITH SOLID SPF SHIMS/BLOCKING BEFORE INSTALLING BOLTS (TYP) - SITE INSTALLED CEILING JOISTS CEILING JOISTS PRECISION MODULAR 309 E. 4TH STREET OCILLA, GEORGIA 31774 L)A I t: 12112107 CODES: FBc LABELS: SEE DWG 1 REVISIONS: DRAWN BY: C.A.Leblanc SCALE: NTS MODEL: COM-5 ELECTRICAL SCHEDULE/DETAILS PLAN NO. PRE- 145 SHEET 4 OF 5 WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE CONSULTING ENGINEER MONROE, CT 06468 P.E. LICENSE *33841 (203) 261-1167 1091. to, _' 1 ! f '011 8I ��I�� I lNIANIIPlI1lAPII?I@�I!!WN' _ I Wlgl� pilly171plipi 4�: n i a .I�yWl'IE!AEnI N�AA7 1 �I!! 1 6 . s I 11 GA. STEEL JOIST 24" O.C. EXCEPT INSTALL JOISTS 16" O.C. IN TILE AREAS AND 12" O.C. BELOW AHD AND SAFE DEPOSIT BOXES FULL LENGTH .125" FILLET WELD ONE SIDE W/YIELD STRENGTH = 36 KSI MIN OF ALL FLANGES AND WEBS AT EACH \ STEEL JOIST (TYP EACH END) 2-1/2- 1-1/4- ( 00 L+l -1 /4 STEEL FLOOR JOIST SECTION AT EACH ENDWALL INSTALL 2X10 SPF #3 BLOCKING 24" O.C. FOR MIN 48' (THREE JOIST BAYS) INTO BUILDING - SEE CEILING JOIST SHEATHING DETAIL ABOVE DOUBLE 2X10 SPF #2 CEILING EDGE JOIST(S) — OFFSET BUTT JOINT 4" O.C. MIN FASTENED TOGETHER WITH TWO ROWS .131 "X3" NAILS 4" O.C. - TYP EACH SIDEWALL AND ENDWALL (FASTEN INSIDE EDGE JOIST TO EACH CEILING JOIST 16" O.C. W/6-.131"X3" NAILS) 1-1/2' X 26 GA UPLIFT STRAP C WITH B-15 GA X iSTAPLES EACH END INSTALL SINGLE STRAPS 16'� D.C. MAX IN INTERIOR ZONE AND DOUBLE STRAPS 16' O,C. MAX IN END ZONE FROM CEILING EDGE JOIST(S) TO WALL STUDS BELOW PLUS INSTALL STRAPS AT LOCATIONS SHOWN ON FLOOR PLAN DRAWING #3 (TYPICAL SIDEWALLS & ENDWALLS) CRIPPLE STUDS 2X6 SYP #2 0 16" O.C-- 2x HEADER PER APPROVED STRUCTURAL PACKAGE (SYP LUMBER REO'D) SILL PLATE 2X6 SYP #2 CRIPPLE STUDS 2X6 SYP #2 0 16" O.C. —� DBL 5/8" PLYWOOD, STURD-I-FLOOR, EXP.-1, 20" O.C., T&G SEAMS EXCEPT SPECIFIED OTHERWISE BELOW * BOTTOM PLATE 2X6 SYP#3 - FASTEN TO 2 LAYERS OF PLY SUBFLOORING W/ \ #8X3" SCREWS 6" O.C. - LOCATE SCREWS 3-1/2" FROM OUTSIDE EDGE OF FLOOR TO MISS PERIMETER BEAM FLANGE AND STEEL JOISTS - TYP SIDEWALLS AND ENDWALLS 1-1/2' X 26 GA UPLIFT STRAP----., WITH B-15 GA X 1' STAPLES EACH ENDi INSTALL SINGLE STRAPS 16' O.C. MAX IN INTERIOR ZONE, DOUBLE STRAPS 16' O.C. MAX IN END ZONE, AND AT THE OPENING STUDS PER THE APPROVED STRUCTURAL CONSTRUCTION PACKAGE PLUS INSTALL STRAPS AT LOCATIONS SHOWN ON FLOOR PLAN DRAWING #3 FROM THE WALL STUDS TO THE I -BEAM BLOCKING (TYPICAL SIDEWALLS & ENDWALLS) CANT 2X6 SYP #2 BLOCKING RIPPED TO FIT FASTENED TO STEEL I -BEAM WITH AEROSMITH 144" DIA X 2" HELICAL SHANK PINS 5' O.C. (TYP ON ALL PERIMETER I -BEAMS) EXCEPT BELOW COLUMNS SUPPORTING THE GIRDER TRUSSES AND BELOW THE OPENING STUDS ON EACH SIDE OF THE FRONT DOOR ROUGH OPENING INSTALL (2X8) X 16" MIN SYP #2 BLOCKING FASTENED TO THE [-BEAM WITH 16 AEROSMITH .144" DIA X 2" HELICAL SHANK PINS (3 ROWS OF PINS SPACED APPROX. 3" O.C.) PERIMETER I -BEAM HIP ROOF TRUSSES ARE TO BE SITE -INSTALLED, DESIGNED AND/OR SPECIFIED BY OTHERS INCLUDING ALL THE MECHANICAL CONNECTIONS AND TRUSS ANCHOR SITE -INSTALLED TRUSS CONNECTIONS TO THE MODULAR BUIILDING CONSTRUCTION. THE INSTALLATION MINIMUM DESIGN LOADS, OF THE ROOF FINISH (I.E., SHINGLES), UNDERLAYMENT, ATTIC VENTILATION, ROOF SHEATHING, TRUSS BRACING, ETC. TO BE SPECIFIED BY OTHER DESIGNER(S) 20 PSF ROOF LL ON TOP CHORD SUBJECT TO THE LOCAL BUILDING ❑FFICIAL APPROVAL, ALL SITE —INSTALLED 10 PSF ROOF DL ON TOP CHORD TRUSSES MUST HAVE THE TRUSS SPAN ORIENTATIONS SPECIFIED ON THE 0 PSF ATTIC LL ON BTM CHORD FLOOR PLAN DRAWING (DWG 3) AND MUST HAVE GIRDER TRUSS INSTALLATION 10 PSF ROOF DL ON BTM CHORD LOCATIONS SHOWN ON THE FLOOR PLAN DRAWING (DWG 3) AND/OR WIND CRITERIA PER DWG 1 ELEVATIONS DRAWING <DWG 2), ALL SITE —INSTALLED TRUSSES MUST BE (TOTAL SITE INSTALLED ROOF DEAD SIMPLE SPAN TRUSSES (I.E., TRUSS DESIGNS CANNOT BE 2 OR 3 SPAN AND/OR LOAD NOT TO EXCEED 20 PSF) TRUSSES WITH 3 OR MORE SUPPORTS) SUPPORTED BY THE SIDEWALLS (ONLY> INSTALL 1-1/2" X 26 GA. STEEL STRAP FROM JOIST TO JOIST WITH (8) 15 GA X 1-1/2" STAPLES EACH END OF STRAP ON THE CEILING JOISTS ABOVE THE ENDWALLS AND 32" O.C. MAX. BETWEEN THE END — WALLS ACROSS MATE LINE — TYP EACH MATE LINE (SITE INSTALLED) 12 5 TYP / / INSTALL 2X10 SPF #2 CEILING JOISTS 16" O.C. - TYP EACH MODULE FASTEN EACH JOIST TO SIDEWALL TOP PLATE W/3-#8X3" SCREWS TOED ="_ SITE INSTALL #tOX4" SCREWS STAGGERED FROM SIDE TO SIDE 0 8" O.C. TOED - SCREWS MUST PENETRATE 1.75' MINIMUM INTO ADJACENT MODULE FRAMING TYP EACH MATE LINE (SITE INSTALLED) CONT. DOUBLE 2X1O SPF #2 CEILING EDGE JOIST(S) - OFFSET BUTT JOINTS 4' O.C. MIN WITH NO BUTT JOINTS OVER OPENINGS EXCEPT INSTALL THE BEAMS SPECIFIED ON FLOOR PLAN DRAWING OVER OPENINGS IF NOTED OTHERWISE ** - FASTEN DOUBLE MEMBERS TOGETHER WITH TWO ROWS .131"X3" NAILS 4" O,C, UNLESS NOTED OTHERWISE - TYP EACH MODULE AT EACH MATELINE FASTEN INSIDE EDGE JOIST TO EACH CEILING JOIST 16 O.C. W/6-.131"X3" NAILS - TYP) R-30 INSULATION W/FOIL FACING — INSULATION CEILING DBL. TOP PLATE 2X6 SYP #2 CEILING INTERIOR FINISH DEL 2X4 SPF #3 TOP PLATE ABOVE T-GRID TTING�VATED OFFSET BUTT JOINTS 48' MIN (TYP) D:-FSET BUTT JOINTS 48' MIN (FOIL FACINGVAPOR BARRIER (TYP AT EXT. WALLS) O'YP AT MATE ;LINES) SPREAD NDE OF 5ROR INSTALL 2X FIRESTOP AT T-GRID CEILING LESS ANU A SMOKE DEVELOPED HEIGHT IN ALL WALLS OR EXTEND INDEX OF 450 OR LESS) TOP GYP BOARD WALL FINISH TO TOP OFF T (TYP ALL MODULES) TOP PLATE AND SEAL ALL PENETRATIONS ABOVE T—GRID WITH AN APPPROVED FIRESTOP CAULK (TYP ALL WALLS) 1-1/2' X 26 GA UPLIFT STRAP WITH EXTERIOR WALL STUDS INTERIOR WALL FINISH 8-15 GA X V STAPLES EACH END 16' O.C, 2x6 SYP #2 0 16" O.C: (TYP) MAX AND AT MARRIAGE WALL OPENINGS PER FLOOR PLAN AWING SCEIC TYPICAL WINDOW, MAR. WALL STUDS 2X4 SPF #2 o o I FROMI GNEDGE JOIST(S) TD WALL SEE FLOOR PLAN OC.MAX WITH STUDS AT o STUDS AND STUDS TO I -BEAM BLOCKING FOR SPECIFICATIONS OPENINGS PER FLOOR PLAN O o) (TYP EACH HALF IN EACH MODULE AT MATE LINES) SPECS (TYP EA HALF) 48" O.C. * LOWER LAYER OF PLYWOOD TO HAVE T&G EDGES 48" O.C. ACROSS FLOOR; UPPER LAYER TO HAVE SQUARE EDGE SEAMS OFFSET 24" O.C.; FASTEN THE TWO SUBFLOORING LAYERS TOGETHER AND TO STEEL FLOOR FRAMING WITH 100% PVA GLUE BETWEEN THE PLYWOOD LAYERS AND AEROSMITH .144" DIA X 1-3/4" HELICAL SHANK PINS 6" O.C. EDGES AND FIELD W/SHTG LONG DIMENSION INSTALLED PERPINDICULAR TO JOISTS — TYP EXCEPT IN THE TILE AREAS INSTALL TWO LAYERS OF PLYWOOD SUBFLOORING ONLY BELOW THE EXTERIOR WALL AND MARRIAGE WALL BTM PLATES FAS— TENED AS SPECIFIED ABOVE AND INSTALL ONLY THE LOWER SINGLE LAYER OF PLYWOOD BELOW THE TILE FASTENED TO THE STEEL FRAMING WITH AEROSMITH .144" DIA. X 1-1/2" HELICAL SHANK PINS 6" O.C. EDGES AND FIELD ** SEE NOTE 'A' ON DRAWING 3 ROUT OFF EXCESS FLOOR SHEATHING UPPER LAYER T&GJOINT 48' Q.C. ACROSS FLOOR DS52P10 NAILS 8" O.C. EXCEPT BELOW ALL OPENING f BELOW CONT. MARRIAGE WALL COSTRUCTION INSTALL CONT. 2X6 SYP #2 BLOCKING RIPPED TO FIT AND FASTENED TO THE STEEL I —BEAM WITH AEROSMITH 144" DIA X 2" HELICAL SHANK PINS 8" O.C. EXCEPT BELOW ALL OPENING SUPPORT COLUMNS FOR OPENINGS GREATER THAN 60 INCHES IN WIDTH INSTALL (2X8) X 12" MIN SYP BLOCKING RIPPED TO FIT BELOW THE OPENING SUPPORT OLUMN AND FASTENED TO THE ]-BEAM WITH 12 AEROSMITH .144" DIA X 2" HELICAL SHANK PINS (3 ROWS OF PINS SPACED APPROX. 3" O.C.) - TYP EACH MODULE AT EACH MATE LINE GENERAL CROSS-SECTION NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36, YIELD STRENGTH = 36 KSI EXCEPT STEEL STRAPS MUST HAVE YIELD STRENGTH = 44 KSI (MINIMUM) 2. ALL LAG SCREWS MUST COMPLY W/ ANSI/ ASME 818.2.1. w/ Fyb - 60 KSI MIN. 3. SEE FOUNDATION PLAN FOR PIER AND TIE —DOWN STRAPPING LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS, 2X4 SPF #3 BOTTOM PLATE FASTEN TO 2 LAYERS SUBFLOORING WITH #BX2-1/2" SCREWS 6' O.C. (TYP AT MATE LINES) FINISH FLOORING INSTALLED OVER SUBFLOORING (TYP) J J 3 0 z w INSTALL 2X10 SPF #3 BLOCKING AT SHEATrlNG SEAMS AND 24" O.C. FOR MIN 48" (THREE CEILING JOIST SAYS) INTO BUILDING - TYP EACH ENOWALL `— SIDEWALL STAGGER JOINTS 48" O.C. IN EACH MODULE 1/2" PLYWOOD RATED SHEATHING TO BE FASTENED TO CEILING JOISTS W/ 8d COM NAILS ® 6" O.C. ON ON EDGES AND 8" O.C. IN FIELD WITH 100% PVA GLUE COVERAGE CEILING SHEATHING DETAIL CEILING SHEATHING: INSTALL 1/2" PLYWOOD RATED SHEATHING MINIMUM EXPI, 32/16 ON CEILING JOISTS - SEE CEILING JOIST SHEATHING DETAIL ABOVE —CONT. DOUBLE 2X6 SYP #3 RUNNERS FASTEN BOTTOM RUNNER TO CEILING SHTG AND DEL CEILING EDGE JOISTS AND FASTEN DOUBLE RUNNERS TO EACH OTHER WITH #8X4' SCREW 4' O.C. - TYP ON ALL EXTERIOR WALLS FASTEN DOUBLE CEILING EDGE JOIST TO TOP PLATE WITH #8X4" SCREW TOESCREWED 4' O.C. - TYP EACII E XT..RICF. WA�'v EXTERIOR WALL FINISH EX"rERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF CEILING EDGE JOIST(S) TO BOTTOM OF FLOOR RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 1/2" RATED SHEATHING, EXP1, 32/16 FASTENED W/ BD NAILS 4" O.C. EDGES AND 8" O.C. FIELD ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF CEILING EDGE JOIST(S) TO BOTTOM OF FLOOR RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: LISTING 1/2' RATED SHEATHING, EXP1, 32/16 FASTENED AGENCY APPRO W/ 8D NAILS 4' O.C. EDGES AND 8" O.C. FIELD These prints comply with th MIP-44Aactured Buildlu Act COr�strucb0n Code and adhe following criteria: - EXTERIOR WALL CONSTRUCTION PER THE APPROVED COnst Tr1-w STRUCTURAL PACKAGE (SYP LUMBER REO'D) Ocr'unancy Alir vuandp NO. of g= lirs VWlr4d V111106ty • PERIMETER I —BEAM — M12 X 11.8 ;r +,-q 3n. 0f (TYP BELOW SIDEWALLS, ENDWALLS AND MARRIAGEl W'A S) Plar. Nn a Ailo:,4, Poor Load Aporival .tier / --- FOUNDATION DESIGN BY LOCAL ENGINEER 1�Ra�tc.far.3urar � MAY DIFFER FROM DETAILS SHOWN ApI'rwm:f for I$igr VrlccEty 7 Hurricane .Zone i'. d"(` C GBJA # 102 INSTALL 26 GA X 2" CONT STEEL STRAP ON BOTTOM OF STEEL JOISTS AT MIDPOINT OF JOIST SPAN AS SHOWN ABOVE FASTENED W/SPOT WELD TO BOTTOM FLANGE OF EACH STEEL JOIST AND SPOT WELD TO WEB OF EACH PERIMETER I —BEAM BELOW ENDWLLS (TYP EACH MODULE) R-19 INSULATION W/ KRAFTBACK ON INSIDE R-19 INSULATION W/ KRAFTBACK ON TOP 89r TYP SITE INSTALL 1/2" CARRIAGE BOLT WITH WASHERS AND NUTS EACH END SPACED 32" O.C. THRU HOLE IN STEEL BEAM WEBS — TYPICAL AT ALL MATE FLOOR JOISTS STEEL 'C' SHAPE 11 GA 2-1/2" X 8" X 2-1/2" (Fy = 36 KSI STEEL MIN) 24" O.C. EXCEPT INSTALL JOISTS 16" O.C. LINES IN TILE AREAS AND 12" O.C. BELOW AHD AND SAFE DEPOSIT BOXES — TYP EACH MODULE — SEE DETAIL ABOVE (11 GA = .1196" THICK MIN) 0 NOTE: ALL STRUCTURAL SPECIFICATIONS NOT PROVIDED ABOVE MUST BE IN ACCORDANCE WITH THE APPROVED STRUCTURAL PACKAGE. INTERIOR FINISH MATERIAL: CEILING — 20 T—GRID CEILING (CLASS A) INSTALLED PER MANUFACTURERS INSTRUCTIONS WALL — 1/2 INCH GYPSUM BOARD (CLASS A) THROUGHOUT — PAINTED ALL ROOMS EXCEPT IN BATHS FRP BOARD TO BE INSTALLED OVER 1/2 INCH GYPSUM BOARD (CLASS C) FLOOR — VINYL iN BATHROOMS — OTHER AREAS TO HAVE FLOOR FINISH SITE INSTALLED USING TILE OR CARPET (CLASS 11) AS NOTED ON FLOOR PLAN DRAWING WALL — SITE INSTALLED OVER WALL 'SHEATHING — TO BE SPECIFIED BY LOCAL ENGINEER SUBJECT TO BUILDING OFFICIAL APPROVAL PREUISIaN M4DLTLAR 309 E. 4TH STREET OCILLA, GEORGIA 31774 DATE: 11112107 L.At3CLJ' SEE DWG I yRN►11`/ G 1. C.A.Leblanc SCALE: NTS MODEL: COM-5 PLAN No. SHEET CROSS SECTION PRE— 745 5 OF 5 WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE CONSULTING ENGINEERMONROE, CT 06468 (203) 261-1167 P.E. LICENSE t#33841 3f 1979 e to the y'`i� * - * - DADE CITY S 001 REV 3 PDF PAGE 1 - 1/24/2008 10:28:48 AM 2 4 G 7 1 8 1 3 1 10 -- -�-- 12 !3- 4 1 5 G o W>���r� M M ! . 1115 PROJEC ` ALL MF" AL REQ PFMFNT O, THE CITY OF DADE CITY. F,ORIDA AND THE 2004 REINFORCING STEEL STRLJCTL''AL W0 1i; cH F` i,ll F LLJ F cNi o N FLG°.IDP, BUILDING CODE, . BARS SHALL BE ASTM AG 15, GRADE GO. I . 'J/OOD FRAMING -;�Lr : OMPL1 WITH THE SOUTHERN FINE INSPECTION BUREAU, OR SHALL OONFOKM _. iNE GENERAL CONTRACT R SMALL VERIFY THE SIZE AND LOCATION OF ALL A( CHITECTURAL, 2. DETAIL FABRICATE. AND PLACE IN CONFORMANCE WITH ACI 3 15 AND 3 18. T 7 tv1FCHANICAI . PLUI`: Bf1JG. A,ND FLECTPIC AL OPENINGS (COORDINATE WITH APPLICABLE TRADES). THE Q SPECIFICATIC A PIJE_ - D BY THE WESTERN WOODS PRODUCTS ASSOCIATION. v r 3. LAP CONTINUOUS BARS 40 BAR DIAMETERS (U.N.O. ON DRAWINGS. 2. WOOD FRAMING 2 INc HES 4 CH F5 AND LARGER SHALL BE NO. 2 S. OUTHERN PINE, NO2 DOUGLAS CGr1TRACI OK SHALL PRGVIDF. FO AL- O'ENINGS. WHETHER SHOWN ON THE STRUCTURAL DRAWINGS v ° s r 4. PROVIDE ACCESSORIES FOR SUPPORT OF ALL REINFORCING. P,R LARCH. OR EQUI`/ALENJT (u Iv ').). Cz _ � � u � GR JOT. AL, ( DEViA Oh KJ .�i`E I I,,G 5 S10b,VN ON THE 5TKUCTURAL DRAWINGS SHALL BE LU N mIj 5. SUBMIT SHOP DRAWINGS SHOWING ALL REINFORCING FOR APPROVAL BY THE STRUCTURAL ENGINEER OF 3. WOOD COLUMNS G iIl HES X ':C-IE5 AND LARGER SHALL BE NO. I SOUTHERN FINE, NO. I DOUGLAS 6 @ BRCUC=HT TO -HE E IGirJErK'S AT- O\I FOR APPROVAL PRIOR TO CONSTRUCTION. „ w T THE GENERAL CONTRACTOr� SHALL VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS RECORD. FIR LARC.'. OR EQU,VALEi<T. - L G. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 4. ALL EXPOSED WOOD R^FTER.`_ %tiD COLUMNS SHALL BE "SELECT' GRADE AS DESCRIBED IN AITC. @ o N WITH THE ARCHITECTURAL DRAA/ING5 BEFORE CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY MINIMUM P E : p o o 5. ALL PLATES IN CONTACT WTH C'_,NCRETE SHALL BE PRESSURE TREATE-L) FOR MOISTURE PROTECTION. U o D15CP.EPANCIES OR INCOk.SI5TENC!ES BEFORE PROCEEDIDNG WITH THE VW'ORK. E 73 COVER, IN. G. ENGINEERED WOOD J015TS: m L 4. COMPLETE SHOP DRAWII GS AS REOU!RED FOR THE STRUCTURAL WORK SHALL BE 5U13MITTED TO THE (A) CONCRETE CAST AGAINST AND A. 51ZE5 AND DESIGI lAFICN AKE BASED QN PUBLISHED ' TRU5 JOIST" MEMBERS AS � ENGIPJEER FOR REVIEW PKIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE PERMANENTLY EXPOSED TO EARTH 3 r F @ v SPECIFICATIONS. SUCH REVIEW BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL MANUFACTURED BY P __ ,. 1 �1 . ° m U I Pf5PON515ILITY FOR CORRECT FABRICATION AND CONSTRUCTION OF THE WORK. ALLOW TEN (1 0) B. OTHER WOOD MEMBER` WILT_ BE PERMITTED WHERE LOAD CAPACITIES ARE EQUIVALENT AND BUSINESS DAYS FOR REV Eh✓ `F'.Oi J THE TIME SUBMITTALS ARE RECEIVED IN OUR OFFICE. (D) CONCRETE EXPOSED TO EARTH OR WEATHER: SUBSTANTIATED BY FURL -`D LOAD TABLES. r #G THROUGH # 18 BARS 2 7. PRE-FABR_t1 ICATED MET �.L PLAT '.z/OOD TRUSSES. U 5. AlJY DEV,ATION : FROM. A.DDI-IJI TC , 51-,55 � I !_ UT!ON FOR, OR MODIFICATION TO THE STRUCTURE OR #5 BAR. W3 I OR D3 I WIRE, AND SMALLER 1 - 1/2 A. TRUSS FABRICATi`, � I AND !-,jTALLATION SHALL COMPLY WITH THE FOLLOWING STANDARDS: � K Ally PAKT OF THE TKUC URE DF AILED ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO r THE ffN&NEER FOR PEV . SHGP DK,.A` SINGS THAT ARE SUBMITTED FOR REVIEW DO NOT I . ANSI/TP! I " NA ONAI "DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONS i ITU-E '`IN A�RI ' iPJG UNLESS I I :5 CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONSTRUCT' , J' . � CONTACT WITH GROUND: 2. TPI HID "COMM ENTAR' AND RECOMMENDATIONS FOR HANDLING INSTALLING $ BRACING SUGGE5TED. SLABS, WALLS, JOISTS: G. THE STRUCTURAL DRAWINGS ARE NOT TO BE 5CA_ED FOR DETERMINATION OF QUANTITIES, LENGTHS. METAL PLATE CONNECTED WOOD TRUSSES'. _ # 14 AND # 8 BARS I - /2 OK FIT OF ivIATERIAL.S. 3. TPI D5B-FCCOMME; L,,ED DE51GN SPECIFICATION FOR TEMPORARY BRACING OF METAL 73 # I I BAR AND SMALLER 3/4 PLATE CONNECTED V�C'OD TRUSSES'. - 7, THE 5TPLUCTUKAL DRAWINGS AND 5PECIFiCATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO BEAMS, COLUMNS: D. TRUSSES SHALL BE DE5IGNL:D FOR THE FOLLOWING LOADS: 7) NOT INDICATE THE NIETI-IODS OF COIH5TPUCTION UNLESS 50 STATED OR NOI-ED. THE CONTRACTOR PRIMARY REINFORCEMENT, TIES, 5TIRRUP5, 1 - 1/2 CD 5HALL PROVIDE ALL MEASURES rJECE55AKY TO PROTECT THE WORKMEN ANd OTHER PERSONS TOP CHORD: LIVE LOAD = 20 PSF J DURING CONSTRUCTION. SPIRALS DEAD LOAD = 10 PSF � 2 BOTTOM CHORD: ILL!,-- LOAD = 0 C6 DEAD LOAD = 10 PSF _U REFEKENC' :T JUF FLAA FOR ADDITIONAL MECHANICAL EQUIPMENT LOADS (AS REQUIRED).s- SPEC'AL IPJSPECTIOLJ a. REQUIRED -I,,'_ =ER DESIGN LOADS. z ALL BUSS-TO-TRUW" ::ONNFCTOR5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER. O E z THE FOLLOWING ITE115 PEQUIRE SFECIA'- IPJSPECTICIJ:SPECIFIEDN O E TRU55-TO-FRAMM1' CCA1r.; _ TORS SHALL BE BY THE ENGINEER OF RECORD, UNLESS Z Q m o SFE(";IFICALL' FD. y (�D `0 0 SUBGR ,DE PREFA A.TIOi AP'D FOUiJDATIOiV BEARING. CONCRETE MASONRY UNITS F �. n m 6 D. ABRICATOR 1,,L L,BPAI HOP DRAWINGS SHOWING LAYOUT OF MEMBERS, BRIDGING,- 2. REINFORCED COLvr KETE OVER. 2500 F 51. I . CONCRETE MASONRY UNITS SHALL CONFORM TO A5TP•," C90. TYPE 1 WITH COMPRE55IVE5E.E'JGT' N � BRACING. ERE,TION DET 3. TRU55 PENS LKATIONS. AND DESIGN CALCULATIONS SEALED BY A w 1� 3, REINJ1 CFC N:`- STEEL. (f'm) OF I ,500 P.S.I. REGISTERED ENGINEER iFLOF IAA). m 4. FItLD V✓ELD'r,IG. 2. GROUT FOR CONCRETE MASONRY SHALL HAVE A MINIMUM COMPRESSIVE 5TRENG7H OF 2.500 F.5.1 m o 8. ROOF DECK. 5. EPDX' ANCHOR B0:-T INSTALLATION. (AS REQUIRED). A, Af_L ROOF DECK SHALL BE r-f A RATED CDX EXTERIOR PLYWOOD OR ORIENTED STRAND BOARD. G. D!APHRAGIM NAILING AND ATTACHMENT, 3. MORTAR SHALL BE TYPE M OR 5. (AS REQUIRED). E, R0017 SHEATHING 5HA'_!- BE 1 9/32 INCH THICK MINIMUM (3G/24) U.N.O. 4. REINFORCING IN MASONRY WALLS SHALL BE GRADE GO, ASTM AG 15 (A5 REQUIRED). C. 5T ",GGER ENDS OF SHEET 5. TYPICAL REINFORCING (AS REQUIRED): D. PROVIDE BLOC iJG T EDG 5 OF ALL ROOF SHEENS. SEAL DESIGN IOA.D5 5, 1. VERTICAL- REF. PLAN FOR SIZE AND SPACING 5.2. HORIZONTAL - #9 WIRE IN DUR-O-WALL (LADUR TRUSS TYPE) OR APPROVED EQUAL AT I G" O.C. IN F. NAIL EDGES OF POOP SHFF'S AT G IN. O.C. MAXIMUM (U.N.O.). MASONRY WALLS, EXCEPT AT 8" O.C. FOR WALL BELOW GRADE OR STACK BOND WAI L5 (U.N.O. ON F. NAIL FACES Ur �;G(.' `f: SAT 12 liv'. U.C. MAXIMUM.RUC _U.'F LOAD 20 PSF. i n gr N PCGff DEAD LOAD 20 P.5.ff. DRAWINGS). SE .AINIMU 0 NAILS U.N.O.). h V✓AL 3. FIOOK: LIVE LOAD 100 P.S.F. G. MATERIALS AND WORKMANSHIP SHALL CONFORM TO DESIGN REQUIREMENTS t3A5ED UPON . 1'E A. LED CDX EXTERIOR PLYWOOD OR ORIENTED STRAND "--ATHING PA 4. FLOOR', DEAD '_CAD 20 ?.5.P. AMERICAN CONCRETE INSTITUTES "BUILDING CODE REQUIREMENTS FOR MP.SC! <" 5T Rt KU A 15'0. ALL 5HE ABA S. +�,/IND LOAD BASED OLJ O'v1F`i N/IND (EXP. C) F ALL SHEATr,rv', : 5,",2 1_,r,, 1IC K MINIf' 1Pvi (3G/24) U.N.O. BUILDITIG CATEGORY C:. `:ETA "GER ENU5 C ROOF UPLIFT 29.9 P.S.F. (NET) D. FRCV�DE. BLOCKIN' AF E ULALL WALL SHEETS. SEAL HORIZCI\iTAL PRESSUF'.E 32.2 F.5.F. E JAII LDGE5 OF WAL- H`:. 41 C lP: C. MAXIMUM. G. COMPONENT AND CLADD�IJG LOADS FOR DOORS AND WINDOWS: DRILLED AND EPDXIED ANCHOR BOLTS/REBAR NA l_ ACES OF WP 5 iF_L N. O.C. iv1AXIMUNI. C %: NE 4: +2G.4F.S.F. �f MINIMU1.' dA11-5 (U.N.O.). G 28.G F.5.F. l F(11 OR5 5r E AS a J URED C'Y THE SIMI 50N CO. OR APPROVED EQUAL. ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN CONCRETE OR GROUTED ON�RET- BI OCK SHAL.. 0. CONN ZONE 5: L 2G.4 P.S.F. L.ONNLC-.OR5 U ,_. 'W T' : PKE` Ji Pr TF'EATED !_ 'SABER OR IN UNCONDITIONED SPACE, SHALL HAVE THE 35.2 P.S.F. BE HILT[, HAS THREADED RODS WITH HIT HY 1 50 AD,-lE51VE SYSTEM OR APPRCVEL' EQUAL (!"'- , U.N.o.) CBO ER-5I93. ZPaAX (G 185) COH��I'= FOI_JNDATION DESIGN AND SITE FOR BUILDING 2. ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN HOLLOW CONCRETE BLOCK 5H-' r BF H HAS I ivA 0";G. !NLE55 5E iALL :•c PE;, TEt- 2004 fLOKIDA BUILDING CODE. THREADED RODS WITH HIT HY 20 ADHESIVE SYSTEM AND H1T-5 SCREEN TUBES C,1 AF i 0`/FJ t ,)U;,L T 15 INIPERATI'VE THAT THE ACTUAL BEARING GRADE BE CHECKED IN THE FIE11D DURING CONSTRUCTION (TYP.. U.N.O.) CBO ER-481 5. BY A SOILS CONSULTANT TO EP15URE THAT THE FOUNDATION SYSTEM 15 SUPPORTED BY SUITABLE 3. ALL DRILLED AND EPDXIED REBAR PLACED IN CONCRETE 5HALI- UTILIZE THE t1iLT H 11Y 15. A':?HE51-F BEARING SOILS AND WILL PERFORM IN ACCORDANCE WITH THE ASSUMED CONDITIONS. SYSTEM OR APPROVED EQUAL (TYP., U.N.O.) ICBO ER-5 193. 4. :DEBAR D - ME?�RS AND F 2. FOUNDATION DESIGN AND SITED/ORK. SHALL BE VERIFIED PRIOR 10 PLACEMENT OF CONCRETE. A INSTALL ACCORDING TO MANUFACTURERS 5PECIPICATION5. THREADED KCD AND WRITTEN VERIFICATION SIGNED AND SEALED BY A GEOTECHNICAL ENGINEER SHALL BE SUBMITTED TO EMBEDMENT LENGTHS SHALL BE AS NOTED ON DRAWINGS, THE STRUCTURAL ENGINEER OF RECORD STATING THAT THE BEARING ELEVATIONS EXF05ED AFTER SITE STRIPPING HAVE BEffN IN.5FECTED AND ARE ADEQUATE TO SUPPORT A MINIMUM OF 2000 P.S.F. Z (ALLOWABLE SOIL BEARING CAPACITY) AND THE SOILS SUPPORTING THE aLAB-ON-GRADE ARE Q ADEQUATE TO MINIMIZE DIFFERENTIAL MOVEMENT TO LE55 THAN 112" AND TOTAL MOVEMENT TO ro LE55 THAN I 3. REMOVE ALL VEGETATIONI AND DEBRIS. INCLUDING PAVEMENTS. SIDEWALKS, BUILDING FOUNDATIONS, STRUCTURAL STEEL _ a g rz E AND ABANDONED UTILITIES. E Z 0 4. R-MOVE ORGANIC SOIL TO A DEPT H OF + G INCHES- I . SHAPES AND PLATES SHALL BE A5TM A3G, U.N.O. 5. FROOFROLL THE EXPOSED 51JEGKADE TO DETECT SOFT OR YIELDING SOILS. REMOVE ANY SOFT OR 2. WIDE FLANGE SHAPES SHALL BE A5TM A992, GRADE 50. YIELDING 50115. SCAR FY. MOISTURE CONDITION AND KECOMFACT IN ACCORDANCE WITH ASTM 3. ANCHOR BOLTS SHALL BE ASTM A307, TYPICAL_, U.N.O. D G98. 4. TUBE STEEL SHALL BE A5TM A500, GRADE B. 1 y� G. SOILS EXCAVATED FROM THE 51TE THAT ARE FREE OF DELETERIOUS MATERIALS MAY BE USED AS FILL. 5. BOLTS SHALL BE A5TM A325, 3/4" DIA. (MIN.), U.N.O. REVIEW DATE l (f 7. RAISE EXCAVATIONS AND LOW AREAS WITH COMPACTED FILL (ASTM D-G9(5), G. WELDING ELECTRODES SHALL BE SERIES E7C. CITY OF Z � �YRHI I .LS 8. 5TRUC I ORAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY 7. PERFORM WELDING IN ACCORDANCE WITH THE AMERICAN WELDING 50CI[T',`5 ",WS D I. I "STRUCTURAL 2 t-r A5TM D-G98, THE IN -PLACE M015TUFE CONTENT FOR COHE51VE 501LS ,5HALL NOT VARY BY MORE WELDING CODE". PLANS"�� D THAN - I % TO +3% AND GRANULAR SOIL +3% OF THE OPTIMUM MOISTURE CONTENT. 8. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF MEMBERS.. BRIDGING, BRACING AND EKECTION DETAILS. D 9. FOUNDATION DESIGN IS BASED ON AN .ALLOWA[3LE BEARING PRESSURE OF 2,000 P.S.F. AT MINIMUM 9. SHOP PAINT: REFER TO SPECIFICATIONS. 12 * ',NTO SUITABLE EY15TIIvJG SOILS, MINIMUM CONTINUOUS FOOTING'JVIDTH 15 1 G INCHES. MINIMUM FOOTING DEPTH 15 ! 8" BELOW GP -ADS. ' 0. PROVIDE POSITIVE DRA11]/\GE AU✓AY FROM EXCAVATIONS 50 AS NOT TO ALLOW STANDING WATER r 'OF, LONG PERIODS OF T'�nIE ALL SHALL COS p- yWITHALL I. BACKFILL AND COMPACT U TUT'/ TRENCi-1E5 AS DESCRIBED ABOVE. 2. PERFORM ALL 51TEWORK U!NDEK THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER "PREVAILING CODS, FLORIDABUILD'''� J � m a c r -- CODE, NATIO%AR ELECTRIC 0 Di'4ANCET s c o CON RE1C CY-YOFZF'�HY c � 1 S - ° Wd I . ALL CONCRETE SHALL BE NORMAL wVEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS. (U.N.O.). O 2. MINIMUM CEMENT CONTENT SHALL BE 5 5ACK,5 PER CUBIC YARD. 3. MAXIMUM SLUMP 5HALL BE 5 IN.. U.H.o. 4. MATERIALS AND 0,/OPMAN5HIP SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 155UE DATE *SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING5", ACI 301. 5. B DO NOT USE CALCIUM C-ILORIDE. B n. CONCRETE TEST REPORT; =;HALL BE MADE AVAILABLE AT THE JOB SITE. DRAWN BY: M. TURNER CIECKED BY: M. TURNER PROJECT#: 050-07-4570 6� IMFORTAIN i ' E SHEET TITLE: _ onald A �J 1-15 'I1E RE P IV IBILITI' Of L F C r`i F•`VIEW AND 1420 W. Mockingbird Lane, SuitaSao TRUCTURAL NOTES KE`tRENCESTRUCTURAL'NOTF>;r- FOF. '' bens Dallas Texas 76247 cJfIEEr: IP: F'OR. ANl INFORMA-! iN nI` --f PAKAI'ON `OR ALL. Phone. (214) 637-6299 Fax: (214) 637-6997 `DO ING5/FOUNDA IC.' . � ,._ =,Nr ��GN RF E 15ttp_:wwwrara.net 5_00 1 -. Associates, Inc-McKAbAED ,AND POURED cons"u"gEng-rs 2 3 4 5 6 7 -- -.._ 2 z - -W 6 SHT: OF: * - * - DADE CITY S 101 REV 3 PDF PAGE 1 - 1/24/2008 10:28:46 AM i"- `- DADE CITY _S_102_ REV 3_PDF PAGE 1 - 1/24/2008 10:28:44 AM BOND 244 8'x8'x I E K I - 2 3 4 5 6 7 8 g t0 12 44'-79' I FOUNDATIOPIII SECTION S- ! 02 LE: o� H 4 G C I(=CONCRLTE PIER DETAIL S- ! 02 '-)(-ALr-:LI=or MODULAR BLDG REP PLLN PAFR DRAW IVG5 3-O'LONG W5x ! 9 STL BEAM STL WELD F REF 3/5- 10 C #4 @ 1 2' B E A/ a A 7 AHD CONC PIER 5UPPOPT DETAIL S- 02 CAL I " = 1 " g" (=CONC PIER DETAIL 5-102 ------------- i f 2 a _ BOND BM N7 2-#4 CON-�. 8'x8"x 16" CMU An MODULAR BLDG REF BLDG MFR DRAWING5 Z-PLASHING —� (BY BLDG MFR) P- 2x WD BLKG. (BY BLDG MFR) -HARDI-PLANK BM W/ .ONT 'CMU - 3" DRAIN TILE W/ PIL'ER `ABRIC 5L.Ef'VE GRAVEL `ILL FOUNDATION DETAIL STL GRATE (TYP @ EA VENT -BY GC) FIELD VERIFY OPENING 51ZE BFFOR. ORDERING (-YP -OR ALL GKAT E5) BRICK CAP CONC CURB 3x3x 4 W/%" D I A HILT[ HY! 50 ANCHOR5 X 2K EMBED INTO CONC. 5EALAN- @ 24' O.C. (MAX) END DRIVE BOND BM �A% 5 LEVEL 2-#4 CON! `IN GRADE .. (4 #4 8'x8'x 1 F, CMU (2) #4 HORIZ —COW ° a' - #4 VLRr5 @ 2-C OC (MAX) IN 8 DRIVE THRU CURD DETAIL 5-1 02 ALL: I I / " = - 2 1 3 1 1 4 1 5 1 6 43x3x Xi W/ A` DI <. 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TURNER PROJECT#: 050-07-4570 SHEET TITLE: A RIVE THRU CANOP` SHEET: 5-201 SHT: OF: -' - S 202 PDF PAGE 1 - 1/15/2008 1:57:59 PM I IN M L K J H rN F r .7 A Gj mlCC R -1n I ) PRE-WR WD TRUSS 5-202 2 )CONC ISLAND 5-202 3,1 3,, 8 35" 8 43,, 8 3 STL SADDLE 5-202 ADDLE WELD TO 5T OL AFTER HEIGHT I� ETERMINED IN THE ELD m 1 /2"O HOLES FOR 7 BOLTS (TYP) 3 4 1 5 16 7 8 9 10 I I 12 13 1 14 15 2'- 13 45 9, 33 45, 2113 4 1 8 8 8 4 NOTE: 1 I. TRUSS TO BE DESIGNED BY PRE-FAB TRUSS SUPPLIER 2. WEB MEMBER LAYOUT IS FOR REFERENCE ONLY. 3. REF NOTES ON SHEET 5-00 1. 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Mockingbird Lane, Suite 540 �...`obeits Dallas, Texas 75247 Phone: (214) 637-6299 Fax: (214) 637-6997 Associates, Inc. http://www.rara.net Consulting Engineers 14 15 IG ° 4 o LU ° E ° 44 U D��O�,LN ° N o E M W E � cn N j u) N — 10 3 t m „ T ,� Imo— �z� m M �z 7) -Z 7) O O � � C L Q Q O O U 75 D E L M U U K — cn J � U S L L O E Z �9 z �t • N (S) n _S-_ LQ U w 0 SEAL z SEAL G F V z Q m Q E z o —J lL z n Q On U D LL_ z C O_ LLJ rV ISSUE DATE I DRAWN BY: M. TURNER CHECKED BY: M. TURNER PROJECT#: 050-07-4570 SHEET TITLE: A RIVE THRU CANOP` SKEET: 5-202 5HT: OF: * - S_301_PDF PAGE 1 - 1/15/2008 1:57:57 PM IMI I L I IKI IJI IHI IGI IFI IEI IDI ICI IBI JA� . 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FAILURE TO RESOLVE DESh.SN/DIIv1EN5ION5 PRIOR -1N TO FRAMING WILL KESULT'VV/ THE GCi SUB -CONTRACTOR CORRECTING THE FRAMING O WTHOUT ANY EXTRA COMP"~NSAi ION, I O' 4" RO G 42 KO I SIMPSON #LSTA 1 5 STRAP ON INSIDE FACE. - - - - - _ - -- SHTH ON OUTSIDE TO i O BE CONT PIECE THIS 3/c" ANCHOR BOLTS LOCATION I AB @ 32" OC MAX m REF 5-1 CO 51HEET5 FOR BALANCE OF FND NOTES DIMS 2 CANOPY SECTION 5-30 I SCALE: ! ;'4" = I '-0" 21- 1 4" 1 3'- 14" 2'- 1 1 4 )PRE-MFR WD TRUSS 5-301 NOTE: I . TRUSS TO BE DESIGNED BY PRE-FAB TRUSS SUPPLIER 2, WEB MEMBER LAYOUT IS FOR REFERENCE ONLY. 3. REF NOTES ON SHEET 5-00 1. 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MODULAR BLDG BY v BLDG MFR K ` 2x 1 2 HEADER REF G/5-301 7/C11 OSB VAPOR DAZKIER EIFS NOTE TO — GC/SUB-CONTRACTOR IT IS THE RESPONSIBILITY OF THE GC/ CD SUB -CONTRACTOR TO FIELD VERIFY THE ROUGH OPENING W1 THE DOOR/WINDOW ASSEMBLY WINDOWS SHIPPED WITH THE J - MODULAR BLDG * NOTIFY NABS, Inc. AS SOON AS POSSIBLE IF DESIGNED ROUGH V 3/4" ANCHOR BOLTS OPENING WILL NOT WORK. FAILURE TO S S- AB @ 32" OC MAX RESOLVE DESIGN/DIMENSIONS PRIOR TO Ste.__ FRAMING WILL RESULT W1 THE GC/ O z �9 SUB -CONTRACTOR CORRECTING THE N O Q FRAMING WTH OUT ANY EXTRA Z cf) 6) O COMPENSATION. 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