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HomeMy WebLinkAboutBuilding PlansIV FRO14T ELEVATION BACK ELEVATION SITE INSTALLED ITEMS ROBERT E. GREGG NOTE: THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK.AND SEE CROSS SECTION FOR ROOF VENTILATION REGISTERED ARCHITECT FL-9927 MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE 63D CHESTNUT STREET CLEARWATER, FL 33756 RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL NOTE 1) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE PHONE:(727)-796-8774 FOOT NET VENT AREA PER 1/150 th OF FLOOR AREA, AND A THE BUILDING SPECIFIED ON THESE DRAWINGS FAX : 727-791-6942 18"x24 MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY IS EXCLUDED FROM COVERAGE OF THE MANUFACTURED OTHERS AND SUBJECT TO LOCAL CODES AND INSPECTION. 2) STAIR(S) AND HANDRAILS ARE SITE INSTALLED, DESIGNED BY HOUSING CONSTRUCTION AND SAFETY STANDARD ACT, OTHERS AND SUBJECT TO LOCAL CODE JURISDICTION 42 U.S.C. 5401 ET SEQ. UNDER PROVISIONS OF 24 CFR SCALE: NO SCALE UNLESS NOTED 3 H.V,A.C. EQUIPMENT 3282.12, IN THAT THE BUILDING IS: 4 ELECTRICAL CONNECTIONS, CEIUNG FANS 5 PLUMBING CONNECTIONS 6 STRUCTURAL AND AESTHETIC INTERCONNECTIONS 1) INTENDED ONLY FOR ERECTION OR INSTALLATION ON A SITE -BUILT PERMANENT FOUNDATION; 7 COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM 2) NOT DESIGN TO BE MOVED ONCE ERECTED OR qr&GO 8 STORM SHUTTERS FOR WINDOWS AND DOORS INSTALLED: AND P1 9 FLORIDA ENERGY CODE COMPLIANCE. CE. 10 GUTTERS & DOWNSPOUTS FBC RES. CODE 2004 R320.7) 3) DESIGNED AND MANUFACTURED TO COMPLY WITH A F.S. CHAPTER 633 PLAN REVIEW AND INSPECTION SHALL BE NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EAGLE11 CONDUCTED BY THE LOCAL FIRE SAFETY INSPECTOR. 12) ALL MATERIAL COMPRISING THE BUILDING ENVELOPE SHALL HAVE EQUIVALENT BUILDING CODE FOR SITE -BUILT HOUSING. 931 N.W. 37TH AVE FLORIDA PRODUCT APPROVALS, 4) THIS IS NOT A Ia MODEL. OCALA,FL.34475-5683 (PER FL BLDG. COMM. CHAPT. 98-72 RULES) PHONE: (904N 629-7007 3ADE MAY VA RADE MAY LEFT ELEVATION DRj� EB 16 20Ryan t4Q. ,. LISTING Approved By JAMES A. LYONS AGENCY APPROVAL THESE PRINTS COMPLY WITHBU THE FLOING ACT OF 197 MANUFACTURED BUILD- ING ACT OF 1879 CONSTRUCTION TIO CODE AND ADHERE TO THE FOL-y LOWING CRITERIA R CONST, TYPE V-B a-� OCCUPANCY R-3 ModularBuilding plans Examiner NO. 1 OF Florida License NO. SMP-12 WIND VELOCITY ,I FIRE RATING OF FIR, WALLS D THIRD PARTY PLAN NO.184740382E HILBORN, WERNER. CARTER ALLOW. FLOOR LOAN FED. & ASSOCIATES 20 6 1627 APPROVAL DATE CLEARWATER, FL 3756 MANUFACTURER CHARIOT HIGH VELOCITY No HURRICANE ZONE 272 COA / 1025 FAX : (904) 629-6920 MOD EL-#: M2286 _46'O" ICONSTRUCTION TYPE: V-B I OCCUPANCY: R-3 1ROOF LOAD: 20 PSF I DRAWN BY: J.L.S. NOTE: IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND THE TIE DOWN SYSTEM DETAILS AND SPECI- FICATIONS. THE ARCHITECT / ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF " FOUNDATION PLANS ARE DESIGNED BY OTHERS, THE ARCHITECT / ENGINEER OF BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR. THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. BENUMB CEI-163--1947-1382F REV. BY: 1XXXXXXXXXXXXXXXXXXXXXXXIWORK ORDER CONCEALED FASTENERS OR ATTACHMEN% ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I 19r g8U'• r- Frl 1 SCALE: 5/16°=1' UNLESS NOTED �A I�Ir1 i EAGLE 931 N.W. 37TH AVE OCALA, FL.34475-5683 PHONE: (904) 629-7007 FAX : (904) 629-6920 BACK 16' q 12" SUPPLY- 18'-5" (i TOILET- 22' rL 12" 29'-6r ENDWALLS-,., 16'-1j" CLEAR SPAN INSTALL 5/8" DENSE GLASS GOLD EXTERIOR SHEATHING ON THIS SIDEWALL OVER STD. 3/87 APA RATED SHEATHING. NOTE: THIS UNIT WILL HAVE 5/8" FII§,E RATED W GYPSUM ON FRONT SDEEOF) ALLLL EXTERIOR WALLS.E 4 PER 12 - ROOF PITCH 337.34 SQ. FT. - BACK WALL GROSS AREA POST & PIER - FLOOR TYPE 174.22 SQ. FT. - RIGHT WALL GROSS AREA UNDER ATTIC - CEILING TYPE 174.22 SQ. FT. - LEFT WALL GROSS AREA 2x4 SPF - WALL MATERIAL 347.34 SQ. FT. - FRONT WALL GROSS AREA 2x6 SPF - FLOOR MATERIAL 33.34 SQ. FT. - BACK WALL GLASS AREA TRUSSES - CEILING MATERIAL 20.00 SQ. FT. - RIGHT WALL GLASS AREA R-13 - . WALL INSULATION 33.D0 SQ. FT. - LEFT WALL GLASS AREA R-19 - FLOOR INSULATION 41.67 SO. FT. - FRONT WALL GLASS AREA R-30 - CEILING INSULATION 0 SQ. FT. - BACK WALL DOOR AREA PRACT. #2 - INFILTRATION TYPE 20.00 SO. FT.. - RIGHT WALL DOOR AREA 1-0" - ENDWALL OVERHANG 0 SO. FT. - LEFT WALL DOOR AREA F=6", B=2" - SIDEWALL OVERHANG 0 SO. FT. - FRONT WALL DOOR AREA 913.34 SO. FT.- n C!Y rT- CONDITIONED FLOOR AREA IIMPMUM1TIALI rl 0 AMCA 0 SO. FT. - CEILING GLASS AREA MODEL #: M2286-46'0" (CONSTRUCTION TYPE: VCONSTRUCTION TYPE: B�OCCUPANCY: R-3R-3 COLUMN STRAPPING SCHEDULE �(2) 2x4 SPF #2 THIS HALF 2) 2x4 SPF #2 EACH (3) 2x4 SPF #2 THIS HALF D 3) 2x4 SPF #2 EACH ®(4) 2x4 SPF #2 THIS HALF ©(4) 2x4 SPF #2 EACH <�>(5) 2x4 SPF #2 THIS HALF ®(5) 2x4 SPF #2 EACH NOTES: 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL ONE 26Ga. STRAP AT EACH STUD OF EACH CO FASTENED WITH (8) %67x134"x15Ga. STAPLES EACH END 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED FLORIDA STRUCTURAL LOAD LIMITATIONS: FLOOR LIVE LOAD; 1. 40 PSF. ROOF LIVE LOAD: 2. 20 PSF. WIND LOAD: 1. 140 MPH WIND SPEED. 2. IOU = 1.0 WIND IMPORTANCE FACTOR. BUILDING CAT. II 3. C WIND EXPOSURE CATEGORY. 4. N/A 5. D.W.P. FOR C/C PSF 6. GCPi - 0.18 INTERNAL PRESSURE COEFFICIENT. 7. Pr - ROOF COMPONENT A CLADDING LOAD. ZONE 1 " - 36.3 PSF ZONE 2.3 = - 64.7 PSF ROOF OVERHANG ZONE 2 = - 79.5 PSF ZONE 3 - - 133.8 PSF B. P. = WALL COMPONENT & CLADDING LOAD. WALL ; ( WINDOWS. DOORS) ZONE 4 = - 46.2 PSF ZONE 5 - - 57.1 PSF 9. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. LOOD LOAD: HIS BUILDING MAY BE LOCATED IN A ERMITTED BY 1HE ExP. 'C' DESSCNA' IEAN ROOF' HEIGHT OF THE BUILDING 1 ALL SUCH CASES THE FOUNDATION ESIGNED BY A DESIGN PROFESSWNAL UNDITIONS. INTERIOR THIRD PARTY HILBORN, WERNER, CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 MODULAR FLOOR PLAN NOTES: WITH THE LDCAL LISTING AGENCY APPROVAL THESE PRINTS COMPLY MATH THE FLORIDA MANUFACTURED BUILD- ING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOL- LOWING CRITERIA CONST. TYPE V-B OCCUPANCY R-3 ALLOWABLE NO. 1 OF FLOORS WIND VELOCITY 140 FIRE RATING OF O EXT. WALLS PLAN NO. 1947-1382F ALLOW. FLOOR a0 LOAD FE ff APPROVAL DATE b MANUFACTURER CHARIOT HIGH VELOCITY NO HURRICANE ZONE 1. ALL GLAZING WITHIN 24" ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR AND ALL GLAZING IN DOORS SHALL BE OF SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEETS. 2. ATTIC ACCESS IS NOT PROVIDED, ATTIC SPACE IS LESS THAN 24 INCHES CLEAR HEIGHT. 3. SHOWER STALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A HEIGHT OF 70" A.F.F.. 4. MINIMUM HALLWAY WIDTH SHALL BE 36 INCHES. S. SHEAR WALLS TO BE PLATED AS NOTED WITH 36" APA RATED SHEATHING, EXPOSURE 1. 20/0 MINIMUM, FASTENED WITH 8d NAILS AT 3" O.C. EDGES, 12" O.C. INTERMEDIATE (OR EQUIVALENT FASTENING). 6. ALL DOOR TO BE MIN. 6'-B" HIGH. LOAD: 20 PSF I DRAWN BY: J.L.S. PLAN NUMBER: CEI-163--1947-1382F REV. BY: I XXXXXXXXXXXXXXXXXXXXXXX IWORK ORDER � CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SCALE: 5/16"=1' UNLESS NOTED %n rin 1- EAGLE7 931 N.W. 37TH AVE OCALA, FL.34475-5683 PHONE: (904) 629-7007 FAX : (904) 629-6920 7 MODULAR ELECTRICAL NOTES: 1. BATH FANS SHALL PROVIDE 50 CFM MINIMUM PER BATHROOM. 2. RECEPTACLES OVER COUNTER TOP AREAS NOT TO EXCEED 4B INCHES ON CENTER, 3. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). (2002) 4. 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(a). 5. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH A READILY ACCESSIBLE DISCONNECT ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH —CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS A 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. 6. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED " OFP POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE THE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 7. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 8. THE MAIN ELECTRICAL PANEL FEEDER IS DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. ELECTRICAL LEGEND EXHAUST FAN — 15/20A RECEPT W/ GFI B PANEL BOX -0= 20A DUPLEX OUTLET PHONE JACK -@9 HEAT TAPE RECEPT. T.Y. JACK SMOKE DETECTOR a@E—= 30/40 A 220V RECEPT ID THERMOSTAT '*= 15A DUPLEX OUTLET M JUNCTION BOX R WEATHER PROOF RECEPT. 3 WAY SWITCH W\GROUND FAULT INTER. .� WALL MOUNT OUTLET SWITCH FLUORESCENT FIXTURE 0 CEILING OUTLET ® WATER HEATER ELECTRICAL SCHEDULE (UMBER DESCRIPTION BRA PER WIRE LlQF VOLTS 1 PORT. APPL. 20 12-2 120 2 PORT. APPL 20 12-2 120 3 OPT. MICRO/HOOD • 20 12-2 120 4 GENERAL LIGHTING 15 AF 14-2 120 5 GENERAL LIGHTING 15 �AF; 14-2 120 6 GENERAL LIGHTING 15 14-2 120 7 GENERAL LIGHTING 15 14-2 120 11 300al WATERHEATEP. 20 (2P) 12-2 240 12 WASHER 20 12-2 120 13 DRYER 30 2P 10-3 240 14 RANGE 40 2P 8-3 240 17 DISHWASHER 15 14-2 120 18 DISPOSAL 15 14-2 120 26 BATHROOM GFI REC. 20 12-2 120 • PORT. APPL FLOOR AREA ( 913.34 SFx3 VA)/1000= 3 2.7.GMALL APPLIANCE AT 1500 VA/1000= 4.500 BUILT IN OVEN AT 6.5 KW 0 COUNTER MOUNTED COOK TOP AT 7.6 KW RANGE AT 12.D KW 12,000 WATER HEATER AT 3.5 KW 3,500 DISHWASHER AT 989 WATTS (OPTIONAL) 0.989 WASHER AT 1500 VA /1000= 1.500 DRYER AT 5.0 KW 5.000 GARBAGE DISPOSAL AT 460 WATTS .460 TOTAL LOAD 30.68 FIRST 10 KVA AT 100 % 10,000 REMAINDER AT 40 % 8.280 H.V.A.C. AT 100 % • 0 TOTAL 18.280 TOTAL ( 18.280 )/240x1000 = 76.200 AMP (MIN) PANEL BOARD 120/240 V 1 D 100 • HVAC LOAD SHALL BE INSTALLED ON A SEPARATE PANEL, TO BE DESIGNED AND SITE INSTALLED BY OTHERS. SUBJECT LOCAL JURISDICTION AND APPROVAL. AF= ARC FAULT CIRCUIT INTERRUPTER LISTING AGENCY APPROVAL THESE PRINTS COMPLY MTN THE FLORIDA MANUFACTURED BUILD- ING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOL- LOWING CRITERIA. CONST. TYPE V-B OCCUPANCY R-3 ALLOWABLE ND. 1 OF FLOORS ROBERT E. GREGG WIND VELOCITY 140 REGISTERED ARCHITECT FIRE RATING OF EXT. WALLS D FL-9927 PLAN NO. 1947-1-NW 630 CHESTNUT STREET Auow FLooR CLEARWATER, FL 33756 PHONE: S727—796-8774 LOAD 40 FE FAX :(727;-791-6942 APPROVAL DATE MANUFACTURER CHARIOT 9. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES. HIGH VELOCITY NO 10. SMOKE DETECTORS SHALL BE CONTINUOUSLY POWERED BY THE HOUSE ELECTRICAL SYSTEM AND SHALL BE WIRED SO THAT THE OPERATION OF ANY THIRD PARTY HURRICANE ME SMOKE DETECTOR WILL CAUSE THE ALARM IN ALL SMOKE DETECTORS TO SOUND AND SHALL NOT BE ON A SWITCH OR A CFI CIRCUIT. 11. ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMP OUTLETS IN BEDROOM MUST PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER HILBORN, WERNER. CARTER IN ACCORDANCE WITH SECTION 210.12 OF THE 2002 NEC. & ASSOCIATES ji]j��� 12. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (WP) ENCLOSURES, THE INTEGRITY OF WHICH IS NOT AFFECTED 1627 ROUTER, YRTLFL s AVE. l�j�s ljj WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. COA 1102S 13. TO QUALIFY FOR CEILING FAN CREDIT, CEILING FANS SHALL BE 48" DIAM. OR PER TABLE 13-607-1.A.1 FL. RES. E.C. AND SHALL BE LOCATED IN ALL BEDROOMS, LIVING RM. AND DINING AREA. PLAN NUMBER: CEI-163— —1947— 1382F (MODEL #: M2286-46'0" (CONSTRUCTION TYPE: V-B I OCCUPANCY: R-3 (ROOF LOAD: 20 PSF I DRAWN BY: J.L.S. I REV. BY: XXXXXXXXXXXXXXXXXXXXXXX WORK ORDER {J FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD W 0- CL Q 104" 2V 6'-04' FRAME FOR SHOWER ACCESS 14j" DBL. 2x6 SPF #2 —14' q 12" SUPPLY x END JOIST (TYP.) A.P.A. RATEP AT 24" O.C. T&G 23/32" PLYWOOD STAGGERED (TYP.) 10 I4 10'-8" 24" SCALE: 3/8"=1' UNLESS NOTED INP% A^ i- EAGLE! 931 N.W. 37TH AVE OCALA, FL.34475-5683 PHONE: (904) 629-7007 GAY • fond% C90—R09n 21 21" 4'-7a' ADD JOIST ,1 -16' � 12" SUPPLY —17'-4j' ADD JOIST —21'-41' FRAME FOR SHOWER ACCESS 22' � 12" R/A 23'-1" START 4-SHEAR JOIST Ic usnNc SINGLE 2x6 PERIMETER AGENCY APPROVAL JOIST (TYP.) THESE PRINTS COMPLY WITH THE O ACT MANUFACTURED UCBUILD- [NO O ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE Fq.- INTERMEDIATE 2x6 SPF #2 FLOOR JOIST LOWING CRITERIA_ CONST. TYPE V-B -I ® 16" O.C. FROM REAR OF FLOOR (TYP.) R-3 OCCUPANCY OFLFLOORS 1 ROBERT E. GREGG WIND VELWTY 140 REGISTERED ARCHITECT FIRE RATING OF O FXt WALLS FL-9927 PLAN NO. 1947-1382F 630 CHESTNUT STREET CLEARWATER, FL 33756 ALLOW. LADDFLOOR 40 O PHONE:(727)-796-8774 F B 2 FAX : 727-791-6942 APPROVAL D MANUFACTURER CHARIOT NO HICHTHIRD PARTY 14UR CANEVELOZONE HURRICANE ZONE RNER, CARTER ASSOCIATATTES & ASSOCIATES 1627 SOUTH MYRTLE 'AVE. ��� CLEARWATER, FL 33756 ODA / 102S PLAN NUMBER: CEI-163--1947-1382F M2286-46'0" (CONSTRUCTION TYPE: V-B I OCCUPANCY: R-3 IROOF LOAD: 20 PSF I DRAWN BY: J.L.S. I REV. BY: IXXXXXXXXXXXXXXXXXXXXXXX WORK ORDER ; CONCEALED FASTENERS B `ATTACHMENT' ARE THE RES CONTRACTOR OF RECORD Lu O a` e a- Q 264" 75�' 10'-8" 8'-7�' . L 264„ 21'-4" — DIMENSIONS FOR LAG CLIPS DIMENSIONS FOR STEEL OUT- RIGGERS AND CROSS MEMBERS 1 30' TRIPLE AXLE CENTE 8' SEE NOTE #5--y--32"-- t--32"---1 32"--1 46' '--48" 32" 48" 32" 32 32" 48" 48" 48" 48"— SFF NOTF 16 116 16 16 16 _ 16 16" 16" 16" 16" 16" 16" 16" 16" 1 -16"'-. -16"-. 16" 16" . 16" . 16 16" . 16" 16" 16" 16" 16" 1 16" 16" 16" l 16" 16" 16" 1 16" 16' SEE NOTE #1 BELOW SEE NOTE #2 BELOW 264" 10'-5' 751' 264 ROBERT E. GREGG REGISTERED ARCHITECT FL-9927 630 CHESTNUT STREET CLEARWATER, FL 33756 PHONE: (727)-796-8774 FAX : 727-791-6942 SCALE: 3/8"=1' UNLESS NOTED k^r'^11- EAGLE! 931 N.W. 37TH AVE OCALA, FL.34475-5 683 PHONE: (904) 629-7007 FAX : (904) 629-6920 SEE NOTE #4 BELOW SEE NOTE #4 BELOW SEE NOTE #1 BELOW 10""I-BEAM (TYP.) SEE NOTE #3 BELOW 10" I -BEAM (TYP.) SEE NOTE \_SEE NOTE #2 BELOW #3 BELOW SEE NOTE #1 BELOW 10' -71' SEE NOTE #1 BELOW ' 10'-72" 15' 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" .16" 16" 16" 16" 16. LISTING 48" 48" 48" 32" 32" 32" 46' 46' 48" 48" 48" AGENCY APPROVAL THESE PRINTS COMPLY WITH THE 40' FLORIDA MANUFACTURED BUILD- INO ACT OF CONSTRUCTION �--8' SEE NOTE S--I # I II �— I 1 ADHERE CODE AND ADHERE 70 THE fOL- LOWINO CRITERIA. 4.— 32' .32"�^32"� --8 SEE NOTE 5 # V_B DIMENSIONS FOR STEEL OUT- 25'-4' QUAD AXLE CENTER CDNST. TYPE OCCUPANCY R-3 RIGGERS AND CROSS MEMBERS NOTES: ALLOWABLE NO. CE DIMENSIONS FOR LAG CLIPS 1. 11 Go. FULL DEPTH CROSSMEMBER WITH 7/16" HOLES FOR OF FLOORS 1 LAGS THROUGH TOP FLANGE, 1" FROM EDGE AND 12" O.C. WIND VELOCITY 140 2. 2 x11 Ga. LAG CLIPS ® 16' O.C. MAX. WELDED AT TOP OF I -BEAM (TYP.) FIRE RATING OF EXT. WALLS 0 3. 1 1/2"x3"x1 1/2" C-TYPE 13 Go. CROSSMEMBERS ® 48" O.C. MAX. PLAN NO. 1947-13W 4. 1 1/2"x9"xt 1/2" Z-TYPE 13 Go. OUTRIGGERS ® 48" O.C. MAX. ALLOW. FLOOR 5. 12 Go. LONGITUDINAL FRAME TIES (BP-35S) WELDED TO BOTTOM OF I -BEAM THIRDPARTY APPROVAL DATE MANUFACTURER CHARIOT HILBORN, WERNER, CARTER KOH HURRICANE ZONE NO do ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 ' COA / 1025 PLAN NUMBER: CEI-163- -1947-1382F MODEL If M2286-46'0" CONSTRUCTION TYPE: V-B I OCCUPANCY: R-3 ROOF LOAD: 20 PSF I DRAWN BY: J.L.S. REV. BY: XXXXXXXXXXXXXXXXXXXXXXX WORK ORDER # CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 9 W u_ Lu O of 10" x 14" x4B" PLENUM 1270 SUPPLY RISER 12" x8" 'GRILLE 12X8 ABOVE DOOR 9 L®m Q \ Q L3' MAX. L 12X8 12"x8" GRILLE ABOVE DOOR 12XS SEE NOTE 1OX6 12XB 12"0 SUPPLY RISER 10"x14"x48" PLENUM NOTE •• 20"x25' R/A GRILLE. COMPARTMENT TO BE LINED WITH h" MIN. GYPSUM. SIZE OF R/A DUCT TO BE DESIGNED AND SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL APPROVAL. MODULAR HN.A.C. SYSTEM NOTES: SCALE: 3/8"=1UNLESS NOTED i' RE SURE DIIBPROVIDED FF RENTALS ATDOORFROM BEDROOMS SHALL NOT EXCEED .01"WC. (2.5 PASCALS). 2. THIS FLOOR PLAN MAY BE BUILT AS STANDARD, OR REVERSE IN PART, OR FULL FLIPPED CONFIGURATION 3. OPTIONAL DUCT SYSTEM MAY BE INSTALLED ON SITE UNDER FLOOR SYSTEM IN LIEU OF DRAWING SHOWN, AND SHALL BE PER LOCAL CODE JURISDICTION. OPTIONAL DUCT SYSTEM SHALL BE DESIGNED BY OTHERS. 4. SUPPLY DUCTS SUPPLIED WITH MIN. R-6 INSULATION. 5. EXTERIOR DUCTS SUPPLIED WITH MIN. R-8 INSULATION AND MUST BE WEATHERPROOF PER SMACNA STANDARDS. 6. DUCT SIZING IS BASED ON 1100 CFM FAN CAPABILITY AT 0.5 IWCESP. HVAC DESIGN MUST REEVALUATE DUCT SYSTEM FOR ANY OTHER CONDITIONS. EAGLE!7. ALL DUCT SIZES ARE INSIDE DIMENSIONS. 8• HEATING SUPPLIED BY OTHERS RECOMMENDED HEAT PUMP WITH A MIN. HSPF OF 9.00 9. COOLING SUPPLIED BY OTHERS RECOMMENDED CENTRAL A/C WITH A MIN. SEER/EER OF 12,00 931 N.W. 37TH AVE 10. HVAC UNIT SHALL BE PROVIDED WITH FRESH AIR INTAKE TO PROVIDE 0.35 AIR CHANGE PER HOUR OR 15 CFM PER PERSON. OCALA,FL.34475-5683 11. THIS UNIT TO HAVE A PROGRAMMABLE THERMOSTAT. PHONE: (904) 629-7007 MODEL #: M2286-46'0" CONSTRUCTION TYPE: V-B OCCUPANCY: R-3 IROOF LOAD: 20 PSF I DRAWN BY: J.L.S. FAX . (904) 629-6920 12XB 1 ROBERT E. GREGG REGISTERED ARCHITECT FL-9927 630 CHESTNUT STREET CLEARWATER, FL 33756 PHONE:(727)-796-8774 FAX : 727-791-6942 THIRD PARTY HILSORN, WERNER, CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 USTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILD- IND ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOL- LOWING CRITERIA CONST. TYPE V-B OCCUPANCY R-3 ALLOWABLE NO. 1 OF FLOORS WIND VELOCITY 140 FIRE RATING OF O EXT. WALLS PLAN NO. 1947-1382F ALLOW. FLOOR 40 LOAD FF Rp� APPROVAL D"AT�"- MANUFACTURER CHARIOT HIGH VELOCITY NO HURRICANE ZONE -WICK PLAN NUMBER: CEI-163--1947-1382F REV. BY: XXXXXXXXXXXXXXXXXXXXXXX WORK ORDER CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TO OPTIONAL 5 R SHUT OFF (TYP.)� I DISHWASHE� / 54" PRESSURE VALVE / / 12" TEE/ 34" GALVINIZED ELL %2" ELL . / I / / �" ELL ;4xhxh TEE II I I �/ I I I I I I 3/4" FRESH WATER INLET $4" TEE WITH CAP SUBSTANTIALLY ATTACHED FOR xx TRANSPORTATION fi $4" ELL / lJ / h04Xh TEE / SPIGOT (TYP.) WITH BACK FLOW PREVENTER 3�" ELL 011 %i" / /ELL TEE W/H ,)'--WATER POP—OFF VALVE THROUGH FLOOR L WATER HEATER PAN WITH 1"0 MIN. DRAIN hx3�xh TEE h h' ELL lg" ELL h X h X h sx34x3g TE / 4X 4x" TEE \\� Y2" TEE \\\� TERMINATION FITTING CONNECTION TO BE COMPLETED ON —SITE 52" ELL ELL / / / / al Yz" ELL TEE zks \ hx%x� TEE 3z 4 \\\ h" TEE lg" ELL Y2" TEE " ELL ROBERT E. GREGG REGISTERED ARCHITECT FL-9927 630 CHESTNUT STREET CLEARWATER, FL 33756 PHONE: (727)-796-8774 FAX :(727)-791-6942 THIRD PARTY HILBORN, WERNER, CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 EXTERIOR WATER SPIGOT (TYP.) WITH BACK FLOW PREVENTER LISTING AGENCY APPROVAL THESE PRINTS COMPLY WTH THE FLORIDA MANUFACTURED BUILD- ING ACT OF 1979 CDNSTRUCTIDN CODE AND ADHERE TO THE FOL- LOWING CRITERIA CDNST. TYPE V-D OCCUPANCY R_3 ALLOWABLE NO. I OF FLOORS WIND VELOCITY 140 FIRE RATING OF 0 EXT, WALLS PLAN NO. 1947-M2F ALLOW. FLOOR 40 LOAD FJ7 APPROVAL DATE MANUFACTURER .CHARIOT HIGH VELOCITY NO HURRICANE ZONE SCHEDULE HOT 1\2" LINE I.D. 3\4 LINE I.D. MODULAR WATER LINES NOTES COLD 1" LINE I.D. SCALE: NO SCALE UNLESS NOTED WATER HEATER SAFETY PAN SHALL NOT BE LESS THAN SCHEMATICS ON THIS PAGE ARE TYPICAL FOR THIS WATER HEATERS INSTALLED IN RESIDENTIAL WATER SUPPLY LINES SHALL BE CHLORINATED 1 1/2" DEEP AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO RECIEVE ALL DRIPPINGS OR CONDENSATION FROM THE MODEL & MAY BE ALTERED, BUT MUST COMPLY WITH WATER DISTRIBUTION SYSTEM OF OCCUPANCIES MAY BE SIZED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE 2004. POLY VINYL CHLORIDE (CPVC). TANK OR HEATER. THE PAN SHALL BE, DRAINED BY AN INDIRECT WASTE PIPE NO LESS THAN 1" DIAMETER OR THE DIAMETER THE FLORIDA PLUMBING CODE, 2.004. FROM THE WATER HEATER, A SHUT OFF VALVE THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT tOF THE OUTLET OF THE REQUIRED RELIEF VALVE, WHICHEVER AN ACCESSIBLE SHUT OFF VALVE SHALL BE PROVIDED TO SHALL BE PROVIDED ON THE COLD WATER SUPPLY LINE NEAR THE WATER HEATER AND SHOWN ON PLUMBING PLAN, IS DESIGNED AND IS LARGER. THE PAN MUST BE GALVANIZED STEEL OR OTHER OF EQUAL CORROSIVE RESISTANCE HAVING A THICKNESS THE FIRST OUTLET OR BRANCH CONNECTION OF THE SERVICE OR DISTRIBUTION PIPE. THIS VALVE MAY BE SITE INSTALLED. SHALL NOT DISRUPT THE COLD WATER SUPPLY SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL APPROVAL. EAGLEMETAL AT LEAST EQUAL TO 0.0276 INCH (24 Go.) GALVANIZED FOR THE REMAINDER OF THE SUPPLY. SHEET STEEL ELECTRIC WATER HEATER MAY REST IN A HIGH ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SEPARATE THE HOT WATER SUPPLY LINE SHALL BE SHOWER MIXING VALVE TO MEET ASSE 1016. 931 N.W. 37TH AVE IMPACT PLASTIC PAN 1/16" IN THICKNESS. SHUT OFF VALVE READILY ACCESSIBLE. ON THE LEFT SIDE OF EACH FIXTURE. OCALA, FL.34475-5 683 PLAN NUMBER: CEI-163——1947-1382F PHONE: (904) 629-7007 (904) IMODEL #: M2286-46'Cr CONSTRUCTION TYPE: V—B OCCUPANCY: R-3 JR06F LOAD: 20 PSF DRAWN BY: J.L.S. I REV. BY: JXXXXXXXXXXXXXXXXXXXXXXXFWORK ORDER I FAX : 629-6920 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD -t. '4 AUTO S� VENT TO �D/W 1 i2" STTY CONT. WASTE (TYP) ROBERT E. GREGG REGISTERED ARCHITECT /� 1 %2 X2 LTL 630 CHESTNUT STREET CLEARWATER, FL 33756 PHONE: (727)-796-8774 FAX : 727—791-6942 C.O. THIRD PARTY �y &LASSOCIATES ER, CARTER /// AUTO 1627 SOUTH MYRTLE AVE. 3" LTTY lAV VENT CLEARWATER, FL 33756 y LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILD- ING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOL- LOWING CRITERIA CONST, TYPE V-B OCCUPANCY R-3 ALLOWABLE NO. 1 OF FLOORS WIND VELOCITY 140 FIRE RATING OF 0 EXT. WALLS PLAN NO. 1947-!=F ALLOW, FLOOR ,0 LOAD rLQ� 4 APPROVAL EEB---+'-6- 2106 MANUFACTURER CHARIOT HICH VELOCITY NO HURRICANE ZONE lava COq F lozs 3x3k2 AUTO LTTY SHp 1 �2„ / 1 �2" STTY VENT E`ER VTR l / �� �\ �� 1 i2 x 2 x 2 STTY J \�3 VTR DER AUTO R``�� 1 y2x2 LTL 1 �2" STTY IIISHO I� CAP VENT ��,5 1 �/2x2 LTL 2 LTL ��� 3x3x2 STTY SITE 1 II 1 x2x2 STTY / 3x3x2������ INSTALLED II 3 LTL 4 ,� LTTY / 3" LTTY ���� �� %' 3„ LTL ��2 LTL / 3 x 3 x 2� %' LTTY %��' �,G• /// 3" LTTY 3x3x2 /� % / LTTY \/�j\ CONNECTION ����/ 3" LTTY 3x3x2 LTTY COMPLETED �SITE C.O. ON -SITE INSTALLED 3" LTL MATERIAL — A.B.S. SCHEDULE 40 MODULAR DRAIN LINES NOTES SCALE: NO SCALE UNLESS NOTED SIZE OF FIXTURE SIZE OF TRAP FALL MAX. DISTANCE MAXIMUM TRAP VERTICAL LENGTH IS 24 FOR ALL EXCEPT A F--{ 1 1/2" LINE I.D. DRAIN (In.) (in.) (In/fi) FROM TRAP WASHING MACHINE (LAUNDRY) WHICH MAY NOT EXCEED 48 INCHES. 1-1/4 1-1/4 1/4 42 INCHES AIR ADMITTANCE VALVES (AUTO VENTS) MAY BE USED IN LIEU OF 2" LINE I.D. 1-1/2 1-1/4 1/4 60 INCHES SECONDARY VENTS THRU ROOF BUT, MUST COMPLY WITH ASSE 1051. E� Y LINE I.D. ♦♦ r�^ 1-1/2 1-1/2 1/4 60 INCHES ALL D.W.V. FITTINGS SHALL HAVE PROPER SWEEP do SLOPE AS SPECIFIED DOTTED LINES ON DRAIN LINE ARE 2 1-1/2 1/4 96 INCHES IN THE FLORIDA PLUMBING CODE, 2004. SUGGESTED INSTALLATION OF THE 2 2 1/4 72 INCHES CONNECTION OF THE DRAIN PIPING EAGLE 3 3 1/8 10 FEET SCHEMATICS ON THIS PAGE ARE TYPICAL FOR THIS MODEL do MAY BE TO THE FIXTURE DROPOUT THRU THE FLOOR. 931 N.W. 37TH AVE ALL P—TRAPS SHALL BE SLIP JOINT OR GROUND JOINT ALTERED, BUT MUST COMPLY WITH THE FLORIDA PLUMBING CODE, 2004. (SUBJECT TO LOCAL CODE JURISDICTION) OCALA,FL.34475-5683 CONNECTED TO ALLOW CLEANOUT. PLAN NUMBER: CEI-163——1947-1382F PHONE: (904) 629-7007 IMODEL #: M2286-46.0" CONSTRUCTION TYPE: V—B OCCUPANCY: R-3 li70OF LOAD: 20 PSF I DRAWN BY: J.L.S. I REV. BY: IXXXXXXXXXXXXXXXXXXXXXXXIWORK ORDER CAV . fnf%A\ eOn_rn Ofl CONCEALED FASTENERS OR AITACHMENU ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD w 0 a a L 0 ASPHALT OR FIBERGLASS SHINGLES CONTINUOUS RIDGE CAP RIDGE BEAM CONSTRUCTION N.T.S. APPROVED SEALANT 2x6" ROOF 6"x30 Go. GALV. RIDGE CAP WITH 48" RAIL (TYP) 1" G FULL ROOFINGLENGTH NAILS AT 47 SIDE (EACHD.) IV x 12" L.V.L. EACH MODULE MAX. SPAN 14'-10" h"x1 k=" PLYWOOD APPTRUSS_/ 1 V x 22" LV.L EACH MODULE MAX. SPAN 27'-7' BEARING STRIP 5[16"x6" LAG BOLTS AT 32" O.C. (CONTINUOUS) STAGGERED IN PREDRILLED HOLES. 3¢" CEILING MAT. CUT TYPICAL L.V.L. OVER REQUIRED NOTES: BACK FOR BEARING OPENINGS 1)) LVL.V.L MOE = 1.8E STRIP INSTALLATION Ih x26 Go. MIN: 2) MUST BE CONTINUOUS OVER CLEAR STEEL STRAP APPROVED TRUSSES AT 16" O.C. SIDEWALL WITH OVERHANG BEAM MUSTSPAN(E 3 BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND SIDEWALL (SEE SHEET 1 OF 9) CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF /tBx3" SCREWS THRU 2x INTO ENDWALL WITH OVERHANG STAGGER JOINTS 48" O.C. END WALL 4) FASTEN ROOF SHEATHING INTO TOP EDGE OF 2x6 HIGH (TYP.) OF TRUSS (EACH SIDE) SEE SHEET 1 OF 9) SIDE TOP OUTSIDE EDGE RAIL TO PROVIDE CONTINUOUS SIDEWALL BEARING STRIP 7/16" O.S.B. SHEATHING TO BE FASTENED TO LATERAL SUPPORT. TRUSSES W/ 7/16"x1 1/27x 15Ga. STAPLES, 5) INSTALL 2x4 x 16" SPF#3 RIDGE BEAM BEARING N.T.S. TYPICAL MATE LINE CONNECTION 5" O.C. AT JOINTS & EDGES AND 4 1/4 IN FIELD STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN : FASTEN THE FACE OF THE STIFFENER 2x6 ROOF ROOF SHEATHING DETAIL TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND RAIL (TYP) N.T.S. (6) 16 Go. STAPLES WITH 3/47 MIN. PENETRATION INTO LV.L. BEAM. 6) WHEN MORE THAN ONE LAYER OF I.V.L. IS INSTALLED 2ROOF A PPROVED TRUSS N.I.z. TRUSS LISTING SPECS. BRACING INSTRUCTIONS ON EITHER SIDE OF THE MATING LINE, LAYERS ON THAT SIDE OF THE MATING LINE MUST BE FASTENED TOGETHER WITH 16 Go. STAPLES x 7/16" MIN. CROWN EDGE RAIL LOWERED LOWERED TO TOP PLATE BEARING (CO1. APPROVED TRUSS NUMBERS LISTED TRUSSES 0 16" O.C. 9'-8" MONO (MCO1269) (SEE APPROVED TRUSS DETAIL BRACING MATERIAL: (INSTALLED PARALLEL TO SPAN BEAM) x 3/4" MIN. 2. 10'-8" MONO (MC01270) FOR SP CING)OOF 3/B" A.P.A. RATED SHEATHING FASTENEND PENSHNETRATION INTO NE TINGMLAYER. I k"CEILING MAT. CUT RUSS DESIGN LOADS: 3. 11'-8" MONO (MC01271) LIVE LOAD 20 PSF TOP CHORD 4. 12'-8" MONO MC01268) ( TO EXTERIOR WALLS WITH 7/16"zt 1/2" 15GG. STAPLES AT 6" O.C. AT EDGES LL BE PLACED AT TTAPLE AND HORIZONTALLY WITH FIRST AND LAST ROW MARRIAGEWALLBACK. FOR EDGE RAIL BEARING DEAD LOAD 7 PSF TOP CHORD 5. 13'-8" MONO (MC01272) DEAD LOAD 7 PSF BOTTOM CHORD AND INFIELD. OF STAPLES LOCATED 1" FROta TOP AND BOTTOM EDGE OF BEAM RESPECTIVELY. (TYP.) MARRIAGEWALL BEARING OVERHEAD FLEX DUCT (R-6 MIN.) APPROVED PREFAB TRUSSES AT 15" O.C. ROOF INSULATION (SEE ENERGY FORM) 1 1/2"x 5 1/2" SPF ROOF OUTSIDE EDGE RAIL CONT. 1 1/27x26 Go. MIN. STEEL STRAP AT 16" O.C. AT TOP & BOTTOM OF WALLS (ON SIDEWALLS AND MARRIAGEWALLS AND AT BOTTOM OF ENDWALLS) DOUBLE 1 1/2"x3 1/2" SIDEWALL, MARRIAGEWALL TOP PLATE CONTINUOUS 2x HEADER SEE SPAN CHART 1/f MINERAL FIBERBOARD OR GYPSUM - CEILING - 2x SILL SEE SPAN CHART WALL INSULATION (SEE ENERGY FORM) 3/8" OR 1/2" GYPSUM WALL BOARD -1 1 1/2"x3 1/2" SPF #2 SIDEWALL, ENDWALL AND MARRIAGE WALL STUDS AT 16" (EXCEPT AS NOTED ON FLOOR PLAN) 3/4 xi 1/27 DADO NOT TO BE IN CENTER 1/3 CARPET, VINYL FLOOR COVERING OR EQUAL ON 3/4' PARTICLE BOARD OR PLYWOOD FLOOR DECKING 1 1/2"x3 1/2" SIDEWALL, ENDWALL AND MARRIAGE WALL BOTTOM PLATE CONTINUOUS SINGLE 1 1/2 x5 1/2 PERIMETER JOIST 1 1/2"x5 1/2' INTERMEDIATE FLOOR JOIST AT 16" O.C. SCALE: NO" SCALE UNLESS NOTED n Go 1— EAGLO! 931 N.W. 37TH AVE OCALA, FL.34475-5 683 PHONE: (904) 629-7007 FAX : (904) 629-6920 10" MAIN I -BEAM/ AT 95 1/2" OR 75 1/Y' O.C. (TYP.) USTING AGENCY APPROVAL THESE PRINTS C014PLY WITH THE FLORIDA MANUFACTURED BUILD- ING ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOL- LOWING CRITERIA. CONST. TYPE V-B OCCUPANCY R-3 ALLOWABLE NO. T OF FLOORS WIND VELOCITY 140 FIRE RATING OF 0 EXT. WALLS PLAN NO. 1947-1382F ALLOW. FLOOR LOAD FE ,f�, fq-�. 1 APPROVAL ,DJA"TE MANUFACTURER CHARIOT HIGH VELOCITY NO HURRICANE ZONE THIRD PARTY HILBORN, WERNER, CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 ATTIC NET VENTILATION REQUIREMENT OF 1/150 OF ROOF AREA IS ACCOMPLISHED BY SOFFIT VENTS AT 1 1 27x 5 1/27 HIGH SIDE TOP ROOF OUTSIDE EACH END OF OVERHANG, OR RIDGE OR ROOF VENT, WHEN A VAPOR RETARDER NOT EXCEEDING ONE EDG� RAIL (BOTH HALVES) PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING, THE NET VENTILATION IS 1/300th. L.V.L BEAM (LAMINATED VENEER LUMBER) 1 1/2"x 2 1/2" HIGH SIDE BOTTOM ROOF OUTSIDE EDGE RAIL (BOTH HALVES) 12 #8x3" SCREWS AT 12" D.C., STAGGERED, ANGLED THRU STUDS AT END OF CLEAR SPAN OPENINGS 3.46 PITCH FIBERGLASS SHINGLES OVER 1-LAYER OF 15 LB FELT PAPER. IF ROOF PITCH IS LESS THAN 4/12 THEN 2-LAYERS OF 15 LB FELT. ON 7/16" O.S.B. EXPOSURE 1-24/16 (TYP.) ALUMINUM DRIP EDGE CONTINUOUS OPTIONAL SIDEWALL OVERHANG - 12" MAX. (PER OTHER DETAILS) �j 108 PUTTY TAPE OR EQUIVALENT CONTINUOUS D AROUND ALL DOOR AND WINDOWS TO 93" 2x4 SPF#2 ���/ PREVENT AIR INFILTRATION �l" VINYL SIDING (TYPICAL) INSTALLED BY JACK STUDS MANUFACTURERS SPECIFICATIONS. TYPICALI (MAY BE OMITTED FOR SITE INSTALLED STUCCO) 3/8" MIN. APA RATED SHEATHING UNDER SIDING (SEE BRACING INSTRUCTIONS) PUTTY TAPE OR EQUIVALENT CONTINUOUS AT FLOOR, ROOF AND EXTERIOR WALL INTERSECTION TO PREVENT AIR INFILTRATION BOTTOM BOARD FRONT/REAR CROSSMEMBER (TYPICAL) 10" OR 12" 1. BEAM OR 11 GA. 'C'-CHANNEL CONC. MASONRY FOUNDATION TO BE INSTALLED ON SITE BY OTHERS PER ARCHITECT/ENGINEER ' AND PER LOCAL CODE JURISIDICTION "� •1, `:'+;• (PIERS MAY BE INSTALLED PARALLEL TO [-BEAM) ALL SIDEWALL OR MARRIAGEWALL OPENINGS ROBERT E. GREGG OPTIONAL 5" X 15" CLASS i FLOOR SYSTEM CONNECTION WITH FIBERGLASS HEAT DUCT 3/8"x5" BOLT WITH WASHER AND WIDER THAN 4'-0" MUST BE PIER BLOCKED AT BOTH ENDS OF THE OPENING REGISTERED ARCHITECT FL-9927 FLOOR INSULATION (SEE ENERGY FORM) NUT AT 6'-0" O.C. TYPICAL 630 CHESTNUT STREET (PREDRILLED HOLES) 131" X 3" X IV X 13 GA. CROSSMEMBER CLEARWATER, FL 33756 PHONE:(727)-796-8774 14'-6}" MAX. 14'-6}" MAX. FAX 727—791-6942 29'—Ol' MAX. PLAN NUMBER: CEI-163— —1947— 1382E MODEL #: M2286-46'Cr CONSTRUCTION TYPE: V—B OCCUPANCY: R-3 IROOF LOAD: 20 PSF DRAWN BY: J.L.S. REV. BY: XXXXXXXXXXXXXXXXXXXXXXX IWORK ORDER # 'ALEU rASTENERS OR ATTACHMENT'S ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD C l n rn Lu O 0— Q