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HomeMy WebLinkAbout7233 HIGHLAND LP Electrical Notes 2002 Electrical Code Ryman Construction Lot #34 Highland Loop 210.8(A): All 125 -volt, single - phase, 15- and 20- ampere receptacles installed in the locations specified in (1) through (8) shall have ground -fault circuit - interrupter protection for personnel. (3) Outdoors (6) Kitchens — where the receptacles are installed to serve the countertop surfaces 210.11(C)(3): In addition to the number of branch circuits required by other parts of this section, at least one 20- ampere branch circuit shall be provided to supply the bathroom receptacle outlet(s). Such circuits shall have no other outlets. Exception: Where the 20- ampere circuit supplies a single bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied in accordance with 210.23(A). 210.12(B): All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets (RECEPTACLES, LIGHTS, SMOKE DETECTORS) installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. 210.52(A)(1): Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 1.8 m (6 ft) from a receptacle outlet. 210.52(B)(1): In the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit, the two or more 20- ampere small - appliance branch circuits required by 210.11(C)(1) shall serve all receptacle outlets covered by 210.52(A) and (C) and receptacle outlets for refrigeration equipment. 210.63: A 125 -volt, single- phase, 15- or 20- ampere -rated receptacle outlet shall be installed at an accessible location for the serving of heating, air - conditioning, and refrigeration equipment. The receptacle shall be located on the same level and within 7.5 m (25 ft) of the heating, air- conditioning, and refrigeration equipment. The receptacle outlet shall not be connected to the load side of the equipment disconnecting means. 210.70(c): For attics and underfloor spaces containing equipment requiring servicing, such as heating, air - conditioning, and refrigeration equipment, at least one lighting outlet containing a switch or controlled by a wall switch shall be in stalled in such spaces. At least one point of control shall be at the usual point of entry to these spaces. The lighting outlet shall be provided at or near the equipment requiring service. 250.50: If available on the premises at each building or structure served, each item in 250.52(A)(1) through (A)(6) shall be bonded together to form the grounding electrode system 07/31/02 12:02 PM Electrical Notes 2002 Electrical Code Ryman Construction Lot #34 Highland Loop 250.66: Grounding electrode conductor shall be sized according to Table 250.66 210.52(E): For a one - family dwelling and each unit of a two- family dwelling that is at grade level, at least one receptacle outlet accessible at grade level and not more than 2.0mm (6 '/') above grade shall be installed at the front and back of the dwelling. 406.8(A): A receptacle installed outdoors in a location protected from the weather or in other damp locations shall have an enclosure for the receptacle that is weatherproof when the receptacle is covered (attachment plug cap not inserted and receptacle covers closed). 406.8(B)(1): 15- and 20- ampere, 125- and 250 -volt receptacles installed outdoors in a wet location shall have an enclosure that is weatherproof whether or not the attachment plug cap is inserted. 422.18(A): Ceiling- suspended (paddle) fans that do not exceed 16 kg (35 lb) in weight, with or without accessories, shall be permitted to be supported by out let boxes identified for such use and supported in accordance with 314.23 and 314.27. 07/31/02 12:02 PM 905.1.2 - 905.2.5 has a direct exit to the outside of the building and 905.1.5.4 Audible Alarms. Audible alarm indicating the building is three stories or less in height. appliances shall provide a distinctive sound which shall 2. Groups A, B. E, F, H, M. and RI, R2. R3 and R4 not be used for any purpose other than that of a fire Small Facilities. The manual fire alarm boxes alarm. Such devices shall provide a sound pressure required in 905.1 may be omitted in buildings level of 15 dBA above the average ambient sound level meeting all of the following requirements: in every occupied space within the building. The mini- 1. The building is equipped with an automat- mum sound pressure levels shall be: 70 dBA in build - ic fire detection or automatic sprinkler sys- ings of Group R occupancy, 90 dBA in mechanical tem covering all areas. equipment rooms: and 60 dBA in all other occupancy 2. Actuation of the automatic fire detection or classifications. The maximum sound pressure level for automatic sprinkler system will activate the audible alarm indicating appliances shall not exceed fire alarm system. 130 dBA at the minimum hearing distance from the 3. Provisions are made to manually activate audible appliance. the fire alarm system at a minimum of one centrally located station. 0905.1.5.5 Accessibility. Alarm systems required to 905.1.2 Manual fire alarm boxes shall be located not more be accessible by 11-4.1 shall comply with 11-4.28. than 5 ft (1524 mm) from the entrance to each exit. 905.2 Automatic fire detection 905.1.3 Each floor shall be zoned separately. No one zone 905.2.1 Approved single- station or multiple - station smoke may exceed 15,000 sq ft (1394 m A zone indicator detectors shall be installed in accordance with NFPA 72, panel shall be located at grade level at the normal point of Chapter 2, within every dwelling and every dwelling unit fire department access or at a constantly attended building within an apartment house, condominium or townhouse; security control center. and every guest or sleeping room in a motel, hotel or dor- mitory and sleeping rooms in residential care /assisted liv- Exception: Automatic sprinkler system zones shall not ing occupancies. Where more than one detector is exceed the area permitted by NFPA 13. required to be installed within an individual dwelling unit, 905.1.4 Upon completion of the fire alarm system, all the detectors shall be wired in such a manner that the actu- alarm initiating devices and circuits, alarm indicating ation of one alarm will actuate all of the alarms in the indi- appliances and circuits, sgpervisory signal initiating vidual unit. devices and circuits, signaling line circuits and primary 905.2.2 In dwellings and dwelling units, a smoke detector and secondary power supplies shall be subjected to a 100 shall be mounted on the ceiling or wall at a point central - percent acceptance test in accordance with NFPA 72. ly located in the corridor or area giving access to each group of rooms used for sleeping purposes. Where the 905.1.5 Alarm indicating appliances 905.1.5.1 Required. Alarm indicating appliances list- dwelling or dwelling unit contains more than one story, ed for the purpose shall be provided. detectors are required on each story including basements, but not including uninhabitable attics, and shall be located in close proximity to the stairway leading to the floor &905.1.5.2 Accessibility. Every required fire alarm above. system shall include visible alarm indicating appli- g. in public and common areas. For more specific 905.2.3 In dwelling units with split levels and without an accessibility requirements related to alarm indicating intervening door between the adjacent levels, a smoke appliances, refer to 905.1.5.5 and 11-4.28. detector installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less 905.1.5.3 Activation. The alarm indicating appliances than one full story below the upper level. shall be automatically activated by all of the following where provided: 905.2.4 Smoke detectors connected to a fire alarm system 1. Smoke detectors, other than single- station or shall be installed in accordance with NFPA 72. multiple- station smoke detectors, as required by 905.2. Activation of the alarm system by smoke 905.2.5 In dwelling, dwelling units and sleeping rooms in detectors shall be by either two cross -zoned residential care /assisted living occupancies, smoke detec- smoke detectors within a single protected area or tors shall be hardwired into an ac electrical power source a single smoke detector monitored by an alarm and shall be equipped with a monitored battery backup in verification zone or an approved equivalent all new construction. A monitored battery power source method. shall be permitted in existing construction. 2. Sprinkler water -flow devices; 3. Manual fire alarm boxes; and 4. Other approved types of automatic fire detection device suppression systems. FLORIDA BUILDING CODE — BUILDING 9,5 L 12" FRONT ELEVATION (A) 114 - 7 ' I I L'R ONT ELEVATION (I3) 1 /4 " - 1 REAR ELEVATION (A) 1 " - , ' 12 5 V LEFT ELEVATION (A) 7 18 " RIGHT I;ZEVfITlOV (A) 718 " 2813- 1 -3,dwg 5 -6 -0 8144;42 art EST APPROVED PRINT REOUIRED ON JOB SITE 'rice Copy JUL 3 HUR Office Copy Al E ` I W4 - j MAS R GFi ''i i SUITE P4 KITCHEN w C ° oo f i U � 5 C i O V) O SD I { - - -- I f I a I i D04 I O SID GF� f D05 D GREAT ROOM f I 1, } D12 - _ r DO1 ,� D15 i r �J ` 'r k Wood Column (See Detail) 3 Required I ; Roof Overhang Line GARAGE I E I I I 1 i I . "I . i I � I. I i I 1 y j COMPONENTS AND CLADDING fFBC 2001 SECTION 1606.2 DOOR SCHEDULE NUMBER DESIGN WIND PRESSURE Descri tion 4 <10 Size D01 4 Hincled Door 3' x 6' -8" 3'x6' -8" D02 <50 Hinged Door 3' x 6' -8" 4 3'x6' -8" D03 AA Slider 2 —Panel 6' x 6' -8" 6'x6' -8" D04 BB Hinged Door 2' -6" x 6' -8" 2' -6 "x6' D05 <50 Hinged Door 2' -8" x 6' -8" 2' -8 "x6' D06 Hinged Door 2' -8" x 6' -8" 2' -8 "x6' D07 DRAWN BY: LAZ Hincled Door 2' -6" x 6' -8" 2' -6 "x6' D08 Hincled Door 2' -6" x 6' -8" 2' -6 "x6' D09 Hinged Door 1' -6" x 6' -8" 1' -6 "x6' D10 Dbl. Bi —Fold 2' -6" x 6' -8" 2x 2' -6" D11 Dbl. 8 2' -6" x 6' -8" 2x 2' -6" D12 Hinged Door 1' -6" x 6' -8" 1' -6 "x6' p13 Pocket Door 2' -6" x 6' -8" 2' -6 "x6' 014 Overhead Door 16' x 7' 16'x7' D15 Hinged Door 3' x 6' -8" 3'x6' -8" 2813- 1 -3,dwg 5 -6 -0 8144;42 art EST APPROVED PRINT REOUIRED ON JOB SITE 'rice Copy JUL 3 HUR Office Copy Al E ` I W4 - j MAS R GFi ''i i SUITE P4 KITCHEN w C ° oo f i U � 5 C i O V) O SD I { - - -- I f I a I i D04 I O SID GF� f D05 D GREAT ROOM f I 1, } D12 - _ r DO1 ,� D15 i r �J ` 'r k Wood Column (See Detail) 3 Required I ; Roof Overhang Line GARAGE I E I I I 1 i I . "I . i I � I. I i I 1 y j COMPONENTS AND CLADDING fFBC 2001 SECTION 1606.2 1`VO. ZONE EFFECTIVE WIND AREA DESIGN WIND PRESSURE A 4 <10 +21.8/ -23.6 B 4 <20 +20.8/ -22.6 C 4 <50 + 19.5/-21.3 D 4 <100 +18.5/ -20.4 AA 5 < 10 +21.8/-29.1 BB 5 <20 +20.8/ -27.2 CC 5 <50 +19.5/ -24.6 DD 5 <100 +18.5/ -22.6 TYPICAL EXAMPLES A 1/2 32, 1/2 33, 1/2 34, 22 B 1 35, 1 SH 32 -34, 3 36, ALL SH - 0 DOOR OR 2— LESS C SH 35, 36, 5 -0 OR 6 -0 SGD D 8 -0 SGD, 8 -0 OHD 5 — 6-02 16 -0 X 7 -0 OHD < +18.5/ -22.6 OINLY END ZONE OPENINGS WILL BE N(01ED ON FLOOR PLAN. THE MAX. DESIGN PRESSURE FCR THE GARAGE DOOR IS —22.6. STAN I)ARI) 1311, IIL.U1 °1NG, PI,t'', I" 01 i;i l't iYl l llLl S (J _i ii I,� .t AREAS F W DESCRIPTION 1 LIVING 1,250 s ,f, GARAGE 425 s .r. ENTRY 107 $ .f. SH23 1,782 s.f. (OPT) -REAR PATIO 120 9 +. TOTAL 1.902 5 — 6-02 "��T R CI (813) 782 -0825 Fax (813) 788 -6773 Ryman Construction Inc. Certified Building Contractor 37325 S.R. 54 W. Zephyrhills, Fl. 33541 Cert. #CB CO35134 KEVIN L. RYMAN 12" REAR L'LEVATION (R) 1 I 12 5 LEFT ELEVATION (8) 1 - , 7 ' RIGHT LLE VA TION (R) 118" = 1' WINDOW SCHEDULE F W DESCRIPTION 1 Double SH25 2 SH25 3 SH25 W4 SH23 W5 SH25 U UPDATE PER CODE REV. FOR APPROVAL: R & R APPROVAL JOB NAME: V CWT GFI SD BEDROOM 2 U TC O(9�) ( DO �- -._ a 0 1 — - - I - - DO8 BEDROOM w C HARLO TTE DATE: 7/13/99 N UMBER SHEET DESCRIPTION: FLOOR PLAN & ELEVATICIHS _ CA281 3 1 OF 2 Q I JAMES A. CARNICELLI, P.E, 19727 FBY (,_CERTIFY THAT, IN MY PROFESSIONAL 01 [ A LICENSED PROFESSIONAL IN THIS I HAVE REVIEWED THE ATTACHED AND FOUND IT TO BE IN SUBSTANTIAL CO SECTION 1606 OF THE 2001 LC�I�IDA HIJILOING CODE JAC 5 — 6-02 D ESCRIPTION BY DATE TO SI -10P: _ TO r FIELD: AS BUILT: -- � CAIZNL L L L>< P.A. ,^�� .;1 2225 East Edgezuood Drive, Suite 5 Lakeland, F'loridat 33803 _f863 - 666 -3727 F ax 863 66 -5 747 DRAWN BY: LAZ CHECKED BY: JAC SCALE: 1/4" = 1' -0" C HARLO TTE DATE: 7/13/99 N UMBER SHEET DESCRIPTION: FLOOR PLAN & ELEVATICIHS _ CA281 3 1 OF 2 Q I A USP HC 10 -.. ROOF PITCH SIMPSON H10 OR PER ELEVATION SEMCO HCPRF USP EHCC 66 OR SEMCO PCPGA 66 POST CAP (2) 2X10 BEAMS CONNECTED TO MASONRY W/ USP HWUH 2 -2X10 SIMPSON HUC4101F SEMCO MPH -210 -2 USP EHCC 66 OR SEMCO PCPGA 66 POST CAP - 6X6 GR.II P.T. PINE COLUMN OPTIONAL: _ COLUMN BASE HUGHES PA6X6 USP CO 66 SIMPSON ABU66 OR �` SIMPSON LCB 66 OR SEMCO ABP 66 J SEMCO CMP66 WHERE UPLIFT IS UNDER 2,000 #. (2) 1/2" BOLTS a d FINISH GRADE , '` •v__.....__ 12" X 24" PIER FOOTING W/ (2) #5 EACH WAY WOOD COLUMN DETAIL SCALE 112" = C —0" -- __.. 2X4 BLOCKING OR 2X4 RAT RUNS 4' -0' O.C. FOR FIRST TWO FRAMING SPACES FROM EACH END I — 1 12" X 24" PIER FOOTING + - —+ W/ (2) #5 EACH WAY MASONRY COLUMN DETAIL SCALE 112" = 1' -0" C SC I Lv c�' r ,pti I O J �-� FOOTING DOWELS: _-_ --� -- -�- �`� 1-#5 EMBED. 6" MIN. I I Q N J INTO FTG. W/ 90' HOOK II \ 2 -16d —� USP LPTA - -� ((OR EQUAL) O.C. (15) 8d X 1 -1/2' NAILS NOTE: ti IN CATHEDRAL CEILING APPLICATION, BLOCKING OR RAT RUNS SHALL BE UTILIZED TO CONNECT BOTTOM CHO OF FIRST TWO SCISSOR TRUSSES T,! 2 -16d GABLE END TRUSS AS INDICATED. BOND BEAM 5d COOLER NAILS OR GW854 © 7" O.C. DIRECT TRUSS TO MASONRY END WALL FOR GYPSUM CEILING DIAPHRAM I I 4" CONCRETE SLAB W/ 6X6 #10 W.W.M. II OR FIBERMESH - - - - - - --�\ I GRADE (2) #5 REBAR CONTINUOUS (MIN. 3 , CL ,+- I - J I ALTERNATE MONO FOOTER GENERAL NOTES MIN. 240# FIBERGLASS SHINGLES ROOF PITCH OVER 15# FELT ON 15/32" PLYWOOD ''', PER ELEV. SHEATHING (1/2 O.S.B.) OPTIONAL) 8d COMMON NAILS @ 6 O.C. r USP TA20 SIMPSON ETA20 OR SEMCO TAPIR 216 EA. END EA. TRUSS PRE - ENGINEERED TRUSSES 24" O.C. BY OTHERS - MIN. R -22 INSULATION DESIGN CRITERIA FBC 1606, 110 MPH WIND SPEED EXPOSURE CATEGORY - B ENCLOSED BUILDING CATEGORY 1.0 INTERNAL PRESSURE COEFICIENT f.18 ASCE 7 TABLE 6 -7 VERTICAL REINFORCEMENT IN BLOCK WALLS PROVIDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER, AT ALL CORNERS, EACH END SHEAR'WALL SEGMENTS, INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19 ". FILL BAR CORES WITH CONCRETE, EXTERIOR SIDING 1/2" HARDIBOARD OR T -111 SHEATHING NAIL W /8d CC 6" O.C. EDGES & 6" O.C. IN FIELDS EXTERIOR PRE -HUNG DOORS 2X PT DOOR BUCK ATTACHED W / #4 CASE HARDS OR T -NAILS @ 4" O.C. 2-1/2" (OR LARGER) 0 0 EETROCKO (3) EQUALLY SPACED SCREWS ELECTRICAL ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC). FRAME WALLS ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER), SPF OR HIGHER GRADE. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF. ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON FLOOR PLAN) COMPONENT AND CLADDING SCHEDULE NOTED ON FLOOR PLAN, 8X8 W1.4 X W1.4 OR FIBERMESH co � TK n. * ..r.... 8" 14 1- # 5 CONT. PATIO /PORCH FOOTING SCALE 1 121 = 1 ROOF SYSTEM ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF COMPONENTS ARE PRE - ENGINEERED TRUSSES. ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT PROVIDED). ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS ROOF COVERING FIBERGLASS SHINGLES SECURED W /(6) NAILS PER SHINGLE OVER 15# FELT OVER 7/16" OSB ROOF DECK. PRODUCT MEETS ASTM D3161 PER F.B.C. FL ASHING FLASHING SHALL BE GALVANIZED STEEL 0.0179 26 GA. (ZINC COATED G90) NAILED 6" O.C. 0 EDGES OVER 15# FELT W /CLOSED CUT VALLEY. WHERE VERTICAL WALLS MEET ROOF LINE, FLASH W/ 4X5 L- FLASHING NAILED 6" O.C. AND SECURED TO ASPHALT SHINGLE W /ROOF CEMENT. GARAGE DOOR FRAME GARAGE DOOR FRAME TO BE PT 2X6 8' -0" W /(3) 1/2 "0 J BOLTS USING 2 "0 WASHERS & EVENLY SPACED ALONG LENGTH. CEILING 1/2" CEILING BOARD W/1 -1/4" TYPE W SCREWS 12" O.C. (ASTM 1002) OR NAILED W/1 -1/4" DRYWALL NAILS 7" O.C. (ASTM C514). PLACE BOARDS W/ LONG DIMENSION PERPENDICULAR TO FRAMING. BAR ADDE CONCRETE 2500 P.S.I. 4" THICK W/ 6X6 10/10 GAUGE REINFORCI MAI MIN ., COVER. TERMITE TREATED' OIL W/ VAPO BARRt€R COMPACTED CLEAN FILL. FIBERMESH CONCRETE MAY BE USED IN PLACE OF MESH. + DENOTES CONCRETE FILLED CELL W11 #5 FROM FOUNDATION TO BOND BEAM (TYPICAL) THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. 16' -10" Patio Slab (By Others) 9 WINDOW REVISED BAR ADDED + I �i I J' 1' -3" COLUMN FOOTER SEE DETAIL 12 "x 16" footing see wall detail _J . ^_ F0 UrTDA TION PLAN 1 " — 1' TRUSS ANCHORS TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO (1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED W /(10) 8d NAILS 0 EACH STRAP FOR 1 PLY OR HIP GIRDER, USE (2) USP TA20 EACH END FOR �23 PLY GIRDER USE (3) USP TA20 EACH END FOR GABL -END jEUSS U- 4 SEi� -TA20T OR - EQUAL �l�'� -ASS NO ��T#1ERWt� �•W DOWS �\ ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI /AMMA /NWWDA 101 /IS2 STANDARD AND LABELED AS SUCH. WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS > 1-1/2". FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY W / #4 CASE HARD OR T -NAILS @ 4" O.C. ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5 X THE DESIGN LOAD. PRE- ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF CONSTRUCTION. I HEREBY CERTIFY THAT, IN MY PROFESSIONAL OPINION AS A LICENSED PROFESSIONAL IN THIS JURISDICTION, I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH SECTION 1606 OF THE FLORIDA BUILDING CODE. C z O F- Q w J w w FOOTING DOWELS: 2 - #5 EMBED. 6" MIN. INTO FTG. W/ 90' HOOK FINISH GRADE (2) 2X10 OR (2) 2X12 BEAMS r ATTACH TO MASONRY COLUMN DRYWALL PER SPECS USP HFM 3X10, SEMCO MPH -210 -2 OR SIMPSON WNP210 -2 COLUMN FOOTER (OR (2) 2X12 SIZE) FULL PERIMETER BOND BEAM ANCHOR TRUSSES TO BEAMS W/ SOFFIT /FACIA FOOTER SIMPSON H1 TRUSS TIE. 8" CMU. 8" HIGH W/ 1 - #5 JAC PER SPEC I= Q Q \• CONT. 25" LAP CORNER BARS LAZ OVERHANG PER 9 -30 -99 FRONT ENTRY PORCH W/ w ` -- #5 VERTICAL FROM SLAB BY (COLUMN HEIGHT PER ELEVATION ELEVATION) APPROVAL: TO SHOP: TO BOND BEAM ® POURED TO FIELD: R & R APPROVAL CELL (SEE FLOORPLAN FOR BUILDER NOTE: , LOCATIONS) ALL ENGINEERED TRUSS - PRECAST LINTEL- POUR FULL OVER 48 ") DRAWINGS TO BE FURNISHED (USE #5 IF SPAN TO ENGINEER OF RECORD ALUMINUM FRAME WINDOW FOR REVIEW PRIOR TO FINAL (SIZE PER PLAN) co ISSUE OF DRAWINGS. INSTALL PER MFG. PRECAST CONC. SILL -- APPROVED DETAILS WINDOW SILL PER SPEC. `. - MIN. 1/2" DRYWALL ON 1"X2" P.T. FURRING W/ FOOTING DOWELS: - -- %' MIN. R -5 INSULATION 1-#5 EMBED. 6" MIN. BETWEEN FURRING W/ INTO FTG. W/ 90' HOOK VAPOR BARRIER, HEADER BLOCK - °- `., WALL BASE & FLOOR FINISH r` PER SPEC. FINISH GRADE -\ ' z I 6X6 W1.4 X W1 .4 OR FIBERMESH �y 4 CO 1' - 8" X 16" FOOTING W/ (2) #5 CONT. 4 1 8' I mo_ IVALL SECTION SCALE 112" = 1 ' —0" - n 11 o. A` -'_� Q n m F C T DESIGN CRITERIA FBC 1606, 110 MPH WIND SPEED EXPOSURE CATEGORY - B ENCLOSED BUILDING CATEGORY 1.0 INTERNAL PRESSURE COEFICIENT f.18 ASCE 7 TABLE 6 -7 VERTICAL REINFORCEMENT IN BLOCK WALLS PROVIDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER, AT ALL CORNERS, EACH END SHEAR'WALL SEGMENTS, INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19 ". FILL BAR CORES WITH CONCRETE, EXTERIOR SIDING 1/2" HARDIBOARD OR T -111 SHEATHING NAIL W /8d CC 6" O.C. EDGES & 6" O.C. IN FIELDS EXTERIOR PRE -HUNG DOORS 2X PT DOOR BUCK ATTACHED W / #4 CASE HARDS OR T -NAILS @ 4" O.C. 2-1/2" (OR LARGER) 0 0 EETROCKO (3) EQUALLY SPACED SCREWS ELECTRICAL ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC). FRAME WALLS ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER), SPF OR HIGHER GRADE. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF. ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON FLOOR PLAN) COMPONENT AND CLADDING SCHEDULE NOTED ON FLOOR PLAN, 8X8 W1.4 X W1.4 OR FIBERMESH co � TK n. * ..r.... 8" 14 1- # 5 CONT. PATIO /PORCH FOOTING SCALE 1 121 = 1 ROOF SYSTEM ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF COMPONENTS ARE PRE - ENGINEERED TRUSSES. ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT PROVIDED). ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS ROOF COVERING FIBERGLASS SHINGLES SECURED W /(6) NAILS PER SHINGLE OVER 15# FELT OVER 7/16" OSB ROOF DECK. PRODUCT MEETS ASTM D3161 PER F.B.C. FL ASHING FLASHING SHALL BE GALVANIZED STEEL 0.0179 26 GA. (ZINC COATED G90) NAILED 6" O.C. 0 EDGES OVER 15# FELT W /CLOSED CUT VALLEY. WHERE VERTICAL WALLS MEET ROOF LINE, FLASH W/ 4X5 L- FLASHING NAILED 6" O.C. AND SECURED TO ASPHALT SHINGLE W /ROOF CEMENT. GARAGE DOOR FRAME GARAGE DOOR FRAME TO BE PT 2X6 8' -0" W /(3) 1/2 "0 J BOLTS USING 2 "0 WASHERS & EVENLY SPACED ALONG LENGTH. CEILING 1/2" CEILING BOARD W/1 -1/4" TYPE W SCREWS 12" O.C. (ASTM 1002) OR NAILED W/1 -1/4" DRYWALL NAILS 7" O.C. (ASTM C514). PLACE BOARDS W/ LONG DIMENSION PERPENDICULAR TO FRAMING. BAR ADDE CONCRETE 2500 P.S.I. 4" THICK W/ 6X6 10/10 GAUGE REINFORCI MAI MIN ., COVER. TERMITE TREATED' OIL W/ VAPO BARRt€R COMPACTED CLEAN FILL. FIBERMESH CONCRETE MAY BE USED IN PLACE OF MESH. + DENOTES CONCRETE FILLED CELL W11 #5 FROM FOUNDATION TO BOND BEAM (TYPICAL) THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. 16' -10" Patio Slab (By Others) 9 WINDOW REVISED BAR ADDED + I �i I J' 1' -3" COLUMN FOOTER SEE DETAIL 12 "x 16" footing see wall detail _J . ^_ F0 UrTDA TION PLAN 1 " — 1' TRUSS ANCHORS TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO (1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED W /(10) 8d NAILS 0 EACH STRAP FOR 1 PLY OR HIP GIRDER, USE (2) USP TA20 EACH END FOR �23 PLY GIRDER USE (3) USP TA20 EACH END FOR GABL -END jEUSS U- 4 SEi� -TA20T OR - EQUAL �l�'� -ASS NO ��T#1ERWt� �•W DOWS �\ ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI /AMMA /NWWDA 101 /IS2 STANDARD AND LABELED AS SUCH. WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS > 1-1/2". FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY W / #4 CASE HARD OR T -NAILS @ 4" O.C. ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5 X THE DESIGN LOAD. PRE- ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF CONSTRUCTION. I HEREBY CERTIFY THAT, IN MY PROFESSIONAL OPINION AS A LICENSED PROFESSIONAL IN THIS JURISDICTION, I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH SECTION 1606 OF THE FLORIDA BUILDING CODE. C z O F- Q w J w w FOOTING DOWELS: 2 - #5 EMBED. 6" MIN. INTO FTG. W/ 90' HOOK FINISH GRADE (2) 2X10 OR (2) 2X12 BEAMS r ATTACH TO MASONRY COLUMN W/ MASONRY PURLIN HANGER: USP HFM 3X10, SEMCO MPH -210 -2 OR SIMPSON WNP210 -2 COLUMN FOOTER (OR (2) 2X12 SIZE) 1972 ANCHOR TRUSSES TO BEAMS W/ SEMCO HCPRF, USP HCS OR FOOTER SIMPSON H1 TRUSS TIE. zz JAC I= Q Q LAZ 16" X 16" COLUMN 9 -30 -99 FRONT ENTRY PORCH W/ w (3) #5 VERTICAL. BY (COLUMN HEIGHT PER bi bil ELEVATION) APPROVAL: COLUMN USE USP TA20, SIMPSON ETA20 OR SEMCO TAPR 216 END OF TRUSS ROOF PITCH PER ELEVATION (OPTIONAL) 8' PRECAST LINTEL W/ #5 CONTINUOUS SPAN BETWEEN COLS. W/ MIN. 8" BEARING SURFACE EACH END CAP W11 COURSE 4" OR 8 "X16" CMU KNOCKOUT W/ 1 - #5 CONT. POURED FULL W/ VERTICAL #5'S COLS. INTO K.O. BLOCK TIE INTO FULL PERIMETER BOND BEAM W/ 25" LAP @ CORNERS _¢.. 12 "x 16" fc see wall dE _} i � L W/TrVA c' i� I' co I i� 00 WALL LOCATION REVISED fR (813) 782 —0825 Fax (813) 788 -6773 773 Ryman Construction Inc. Certified Building Contractor 37325 S.R. 54 W. Zephyrhills, A. 33541 Cert. #CB CO35134 KEVIN L. RYMAN r L— I COLUMN FOOTER JAMES A. CARNICELLI, P.E. 1972 I COLUMN FOOTER Q UPDATE PER CODE JAC 5 -6 -02 Q FOUNDATION PLAN LAZ 9 -30 -99 REV. DESCR BY DATE FOR APPROVAL: TO SHOP: TO FIELD: R & R APPROVAL 1 AS BUILT: fR (813) 782 —0825 Fax (813) 788 -6773 773 Ryman Construction Inc. Certified Building Contractor 37325 S.R. 54 W. Zephyrhills, A. 33541 Cert. #CB CO35134 KEVIN L. RYMAN t. `, "A � t ( r 2 N C ' Eit t'.A 2225 East Edgewood Drive, Suite 5 Lakeland, I'loiota 33403 r (863) 666 -3727 Fux 863) 666 -5747 JOB NAME: DRAWN BY: LAZ CHECKED BY: JAC CHARL TTE SCALE: 1 /4" = 1' -0O DATE: 7/13/99 _JOB NUMBER SHEET DESCRIPTION: FOUNDATION & DETAILS (;A28 ;j 2 OF 2 Q .�I WALL LOCATION REVISED 'fl, I CID M l,i— C ,j 4' 2" FLOOR SLAB OF PLANT MIX r L— I COLUMN FOOTER —1 SEE DETAIL I COLUMN FOOTER SEE DETAIL t. `, "A � t ( r 2 N C ' Eit t'.A 2225 East Edgewood Drive, Suite 5 Lakeland, I'loiota 33403 r (863) 666 -3727 Fux 863) 666 -5747 JOB NAME: DRAWN BY: LAZ CHECKED BY: JAC CHARL TTE SCALE: 1 /4" = 1' -0O DATE: 7/13/99 _JOB NUMBER SHEET DESCRIPTION: FOUNDATION & DETAILS (;A28 ;j 2 OF 2 Q .�I WALL LOCATION REVISED 'fl, I CID M l,i— C ,j 4' 2" FLOOR SLAB OF PLANT MIX