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HomeMy WebLinkAbout907 Willow Ave 18-2700 New construction SFHrevisions by PROJECT SPECIFICATIONS Story Wood Framed Construction Single Family Residence Occupancy Type: "R-3" Construction Type: IIV,B'I Design Codes: -201i Florida Building Code (sixth Edition) -2011 FBC Residential Building Code -2011 FBC Florida Plumbing Code -2011 FBC Mechanical Code -2014 National Electrical Code DRAWING INDEX: CVR, COVER PACE, LOCATOR MAP, DRAWING INDEX, 4 PROJECT SPECIFICATIONS. A-1, FOUNDATION PLAN $ 5ECTION5. A-2. FLOOR $ ELECTRICAL PLANS. A-3. ROOF PLAN $ EXTERIOR ELE\/ATIONS. A-4, TRUSS.LAYOUT, CONNECTOR 5CNEDULE, A-5. ENGINEERING NOTES, $ DETAILS. STRUCTURAL LIVE LOAP5: PER F.S.C. 2011, R301 ! TABLE R301.8 FLOORS: 4_ P.S.F. HABITABLE ATTICS W/ FIXED STAIRS ':�O P.6F. BALCONIES: 4_ P.S.F. ATTIC W/O STORAGE 10 P.SF. DECIGS: 4_ P.S.F. ATTIC LU/ LIMITED STORAGE: 90 P.SF. STAIRS: 40 P.SF. GUARDRAILS ! HANDRAILS: 200 P.SF. ROOFS: 20 P.SR GUARDRAILS IN -FILL COMPONENTS: 267) P.SF. SLEEPING ROOMS: ' _ P.SF. ROOMS OTHER THAN SLEEPING ROOMS: 40 P.SF. THE WILLOW HOUSE SANFORD, FLORIDA 32771 LOCATOR MAP N.T.S. N PROJECT ARCHITECT STEPHEN R. COLD AR 0010041 1341 S. GRANT ST. LONGWOOD, FLORIDA 32150 OFFICE: (321) 228-4225 FAX: (401) a34- e2& stevecold�mindspring.com PROJECT DEVELOPER THE CENTER FOR AFFORDA5LE HOUSING 2524 PARK DR. SANFORD, FLORIDA 32713 401-323-3000 PROJECT CONTRACTOR CNAFTER 16, FBC 2011: BASIC WIND SPEED WINE) IMPORTANCE FACTOR BUILDING CATEGORY WIND EXPOSURE INTERNAL PRESSURE COEF. COMPONENTS d CLADDING I3q (3 SECOND GUST) _1 —2— ao 5 PSG RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER (J -t I- l� DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 0J\uuuvo 2709 SANFORD �FPAR'(�p4 Q0 rn o �- 1_o00 O LL 1 Lc) ^ � O0 N 0 �< Qn a Q�o�-I- c� LI_ LLJ U � � 'CONW _ F=oo� _V)� z3 W < 0 CV a) il�l�•Ip/ Stephen R. Cold AR 0010041 drawn by checked by date JUNE 06, 2018 scale project no. TCFAH drawing no. CV F\1 revisions by GONG. A.C. PAD CONTRACTOR TO FIELD VERIFY LOCATION r-----1 L----J RE 4 4' CONC. LANDING D3 20'-0' 12'-0' N.B. 'v -- - - - - - - 2 - - 16'x6'xl6' CONC. I FOOTER W/ (2) 05 n 7 EACH WAY. M4' 2 14'-4'io 4' GONG. LAB a I -� — 1- L J L J� L°_w•J DBL. SIN 4 W/ DISP. 2 A/C CHASE Z-ff IRANGE------ -- �A %--- III ---t x I — —11T -1 ,,,,,,------ I L��J III _ III I _ REF I III I I III I I 11 I I III lL _ L _ JIL J PROVIDE ELECTRICAL SERVICE TO 4' 3000 P.S.I. CONC. SLAB W/ 6x(o "I0x10 W.W.M. REINF. OR F15ER1ESH ISLAND AT SLAB PHASE AS REaT) CONC. OVER .006 VAPOR BARRIER OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL (TYPICAL) 100'-0' ASSUMED FINISH FLOOR LAY. 0 I------- 71 I I— — — — TUB/ Il SHOWEE R �1 ` — L-----J 4 I IIL �I WHO 6 2 L —JLJ o 4' I W H.B. W I J w o 1 A 2 A 4' GCNC. I SLABI m I r �16'x6'xl6' 7 Kv GONC. FOOTER W/ (2) S EACH WAY. 3 2 2 II 8'-4, 32'-0' FOUNDATION PLAN - SCALE: 1/4" = V-0" SHINGLES OVER I50 FELT (ASTM D26(o 12 TYPE II, D4869 TYPE IV, OR D6157) PITCH APPLIED TO 1/2' CDX PLYWOOD (OR 5 H— NOTE: SEE PG. 05 1/16' OSB) OVER PRE-ENGINEERED FOR GABLE END TRUSSES a 24' O.C. CONNECTION DETAILS SIMPSON MT5I2 OR AS PER TRUSS CONNECTOR SCHEDULE R-30 INSULATION MTL. DRIP OVER ALUM. ULU V V V 08'-0' BRS. HST. rL WRAPPED FASCIA ON 2x SUB FASCIA SYSTEM PER CUSTOMER 1/2' SAG RE515TANTDRYWALL ON CLG. DBL. 2x(o TOP PLATE (W/ ALUM. VENTED SOFFIT 51`2 a 32' O.G. 9 STUD) 2x HEADER (SEE HEADER SCHEDULE). 2x WINDOW HEAD WINDOW SILL PER CUSTOMER PT 2x4 BOTTOM PLATE W/ 1/2' 2x4 STUDS (12 SYP OR BETTER) 0 16' DIA. x 8' 'ALL -THREAD' ROD O.C. BALOONED UP TO EXG BEAM W/ w 32' O.C. 4 6' FROM ENDS MIN, R-II INSULATION 1/2' GYP. BOARD SIMPSON SPI, SP4, OR H3 ® 32' O.C. BASE BOARD PER CUSTOMER GRADE MIN. 8' Q 100=0' FIN. FLR rL BELOW F. MIL. VAPOR BARRIER TERMITE /// < ? • ///\� ATED CLEAN COMPACTED FILL (2) 45 CONT. W/ MIN. 3' 2 COVER ALL SIDES 16, 1 TYPICAL ONE STORY BLOCK 2 WALL SECTION SCALE S/4"=1'-0" N W Q u GRADE MIN. 8' «n. BELOW F. FL. -,-- 05 DOWELL W/ 25' LAP �\ r \\ \\/\ 6 MIL. VAPOR BARRIER BAR a 8'-0' 0C. (MAX. OR AS /\/ \\j TERMITE TREATED PER PLAN \\/ d CLEAN COMPACTED FILL (2) "5 CONT. W/ MIN. 3' COVER ALL SIDES 16' 3 CURB @ GARAGE 2 SCALE 314"= 1'•0" \< 15 CONT. � W/ 3' MIN. COVER — V ON ALL SIDES g 6 MIL. VAPOR BARRIER s STEP DOWN 2 SCALE 3/4"= 1'-0" 100'-0' FIN. FLR VARIES Y. .a 115 CONT. W/ 3' MIN. COVER 8' ON ALL SIDES nTHICKENED EDGE GENERAL FOUNDATION NOTES: I. CONTRACTOR TO VERIFY LOCATION OF BEARING WALLS 8 POINTS UJ/ TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. 2. IF AN ANCHOR BOLT IS MISSED USE A 1/2' x rv' WEDGE ANCHOR, 3. IF A DOWEL IS MISSED, APPLY W1 EPDXY (SIMPSON *ET) W1 &' MIN. EMBEDMENT, DRILL 3/4' DIA, HOLES FOR #5 DOWELS NOTE: SEE PG. 05 FOR GABLE END CONNECTION DETAILS SHINGLES OVER ISO FELT (ASTM D26(o TYPE II, D4869 TYPE IV, OR D6'151) APPLIED TO 1/2' GDX PLYWOOD (OR 1/16' OSB) OVER PRE-ENGINEERED TRUSSES m 24' O.G. 12 SIMPSON MT5I2 5 MTL. DRIP OVER ALUM. WRAPPED FASCIA ON 2x SUB FASCIA SYSTEM PER CUSTOMER —7 ALUM. VENTED SOFFIT CONT. - SIMPSON A5U66, INSTALLED PER MFR'S SPECS W/ 5/8' DIA. A.B. 16'x16'x16' CONC. FOOTER (TYP. OF 2) W/ (2) 5 EACH WAY (MIN 3' COVERALL SIDES). EXTERIOR GRADE CLG. PER CUSTOMER BLOCK AS REQ'D. DBL. 2XI2 W/ 1/2' PLYWOOD FLITCH. SEE ROOF PLAN FOR HANGER SPECS. DECORATIVE TRIM PER CUSTOMER PT 6x6 COLUMN, 0 4' CONC. SLAB ua 2 TYP. COLUMN SECTION 2 SCALE: 3/4"= 1'-0" RECESS FOR DOOR 100'-v FI . FL. 2 5 CONT. 7 /\ TERMITE TREATED — 3' G R. GLEAN COMPACTED FILL 16' 4 FTG. @ DOOR 2 ONE STORY DETAIL DENOTES PIPE PASSING THROUGH FOOTING DETAIL DENOTES PIPE PASSING THROUGH SLEEVE SHALL BE STEM WALL 2 SIZES LARGER THAN PIPE PASSING THROUG4 AROUND PIPE \ , / i �THICKENED� SLEEVE / / , SLAB UNDER 05 REBAR WITHIN FOOTING J CONCRETE FOOTER W/ 25'MIN.SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL N.T.S. PLUM51W4 NOTE: THIS PLUMBING PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER THE DETAILS OF THE PLUMBING SYSTEM SHALL BE DETERMINED BY A PLUMBING CONTRACTOR LICENSED ACCORDING TO CHAPTER 489 OF FLORIDA STATUES AND BY THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 411 FOR PLUMBING SYSTEMS HAVING FEWER THAN 250 FIXTURE UNITS IF THE SYSTEM IS TO ACCOMMODATE 100 OR FEWER PERSONS SHOWE PLUMBING RISER DIAGRAM C/SEWER N.T.S. j—I—j - CONG. BLOCK FLUSH WALL BEYOND 99'-8 FIN FLR GARAGEi DRIVEWAY `r SLOPED ^t —•— _ — W/ 3' MIN. COVER ��\\ \ \ \\ \\ \ ON ALL SIDES TERMITE TREATED 6 MIL. VAPOR CLEAN COMPACTED FILL BARRIER FOUNDATION @ DRIVEWAY 2 SCALE: 3/4"= 1'-0" ADD CORNER BAR r I I I 2 5 CONT. 1�1 I CORNER FOOTING ONE STORY NTS a 0 2x4 TOP PLATE CONT. 2x4 o 16' O.C. 1/2' DRYWALL FINISH BOTH SIDES. PAINT PER CUSTOMER NEW PT 2x BOTTOM PLATE CONT. W/ TAPGONS INTO EXG. SLAB o 24, O.C. 4 6' FROM ENDS —EXG. SLAB TO REMAIN AS IS TYP. NEW INTERIOR WALL SCALE: 3/4" = V-0" DECAY 4 TERMITE NOTE: MEANS OF TERMITE PROTECTION SHALL MEET FBC CHAPTERS Im5.10 8 105.11. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. SANFO 10 ��FiTN' Q0 000 LLJ�� U 0 F- 0 1— Q 0' 0 L Q U W U N ~oo� L ��z00 LL Qto0N J r n V / N � a� � � I C\1 � O Q 0 U J LL LLI L/ l = o Q z � u � z LLT O z LLJ � Q o J z J_ O O LL Stephen R. Cold AR 0010041 drawn by checked by date JUNE 06, 2016 scale project no. TCFAH drawing no. 0 A-1 4' \v N1__I H.B O B in '9�_n. 20'-0' 12'-0' 2'-8' 9'-0. PT 6X6 ® ® H.B. 13'-8' S'-8' SHOWER COV'D fi'ORC�I BAT y VAN. 1" IASTER SUITE ® 3'_6 6'_4' 2'_2' 0 © -�i---- i D.W. I DBL. SINK N Lu I W/ DI5P. 12'_0' O I ----------- A.H. Ool� GE 91 ? N m 00 ;0 II KI CN 10'-4'15E D ROOM 02 I i II J 2' 4. 0 0 II II Q m O 5 u N \Z m' V-S. N �' O G J � N w ® GREAT ROOM = &i -0' 3'-1' c� a =)ROOM 03 v �. VAN. BATH N 5'-10 A TUB/ i,, SHOWER 3'-4' ® Ifs Id ONT CTOR TO II F- 1 I IDE HOOKUPS ? �m D I I WJ I FOb2 WASHER 4 DRYER R in L -JL--J O A HITIC ACCESS H8. \' }I COVE) (JMItE!; x 3 N iER FE3BC R Op. PT 6X6 GARAGE rF-----------I I I I I I I I I I I I O I I I I v 2'-10' 4'-2' 4'-2' 8'-4' 8'-4' FLOOR PLAN SCALE: 1/4" = 7'•0" LINETYPE LEGEND INSULATED FRAME WAI I NEW INTERIOR FRAME WALL ro $0. ET. TABULATIONS LIVING AREA: 1,190 COVE) FORC{ 4: 120 GARAGE: 324 COV'D ENTRY: 33 TOTAL UNDER Foor= I'( &I GENERAL NOTES: I. USE MIN, 5/V TYPE 'X' DRYWALL ON DWELLING/ GARAGE SEPARATION WALLS PER FBC R302.6 2. ALL GARAGE WALL VOR CEILING PENETRATIONS TO SE CONSTRUCTED PER FBC R302.5.2 4 R302.5.3, 3. USE 1/2' SAG RESISTANT DRYWALL FOR ALL CEILINGS OTHER THAN THAT OF THE GARAGE 4. ALL BEDROOM WINDOWS SHALL COMPLY WITH FBC R310 4 R612.4.2 5. ALL LANDINGS TO COMPLY W/ FBC R311:3 6. ATTIC ACCESS (MIN. 22' x 30') PER FBC RSOl. 1. CONTRACTOR TO FIELD VERIFY AIR CONDITION 4 AIR HANDLER LOCATION ® DOOR SCHEDULE MARK QTY. SIZE TYPE REMARKS WIDTH HEIGHT I I V-0' T-0' O.H.D. 2 2 3'-0' 6'-a. S.C. S.G. 4 I 2'-8' 6'-S' H.C. A.D.A 5 5 2'-6' &'-V H.C. 6 2 4'-0' 6'-8' H.C. (PR) 2'-0' 7 I 5'-0' &'-V B.P. 8 I 6-0' 6'-8' B.P. NOTE: OPENING BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LE55 THAN 1-3/5 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED W/ 5ELF-CL05ING DEVICE PER FBC R3025.1. Qx WINDOW / GLASS SCHEDULE MARK QTY. FRAME SIZE HANG HGT. REMARKS A 3 ALUM. 2'-0' x 5'-0' 6'-S' B 4 ALUM. 3'-0' x 5'-0' 6'-a. I'-V SILL HGT. G I ALUM. 3'-0' x V-W D I ALUM. (PR) 3'-O' x 5'-0' 6'-S' E I ALUM. 4'-0' x 5'-0' 6'-V WINDOW NOTES I. ALL WINDOWS TO BE INSTALLED PER FBC R( 09. 2. PER FBC R310: ALL 'ESCAPE' WINDOWS MEET MIN. OPENING AREA OF 5.1 5Q. FT, MIN. OPENING W.3T. OF 24', 4 MIN. OPENING WIDTH OF 20', WITH MAX. SILL HGT. AT 44' AFF. - SILL HGT5. LISTED W/ WIN SIZE ON PLANS. THIS STATEMENT CAN BE CONFIRMED W/ WINDOW MFR SPECS, SUBMITTED BY CONTRACTOR) GLAZING NOTES I. ALL GLASS IN 'WET AREAS' WHERE BOTTOM EDGE IS LE55 THAN 60 INCHES ABOVE THE FLOOR SHALL REQUIRE SAFETY GLAZING PER FBC R308.4.5 2. ALL WINDOWS, WHERE BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE FLOOR, 4 WITHIN 24 INCHES OF AN ADJACENT DOOR IN CLOSED POSITION (EITHER SIDE), OR WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR IN CLOSED POSITION ON A PERPENDICULAR WALL SHALL REQUIRE SAFETY GLAZING PER FBC R308.42 ♦♦♦W ) C I II O I IILo L_-JL-A PRE -WIRE m a - �2' DBL.STb(G D.W. W/ DISP� I O io I II II 2• 1 I I 1 I II y II • ELECTRICAL PLAN SCALE: 1/4" = V-0" ELECTRICAL NOTES: 1. CONTRACTOR TO PROVIDE ELECTRICAL FOR FUTURE BUILD -OUTS, DRIVEWAY FEATURES, 4 ALL LANDSCAPING REQUIREMENTS PER CUSTOMER 2. CONTRACTOR TO PROVIDE ELECTRICAL REQUIREMENTS FOR IRRIGATION 4 ALARM SYSTEMS. 3. CONTRACTOR TO FIELD VERIFY FLOOD 4 COACH LIGHTS AND THEIR SWITCHES PER CUSTOMER BLDG WALL 150 AMP 150 AMP MAIN PANEL 'A' DISCONNECT 120V/240V 120W240V I - PHASE I -PHASE ETE BY UTILITY GO. 3'm 5ER AL TO INSIDE PANEL I - 04 AL GRD. +4 cu GROUND 8 ELECTRICAL RISER DIAGRAM 5/8' GU UFE.R TO GROUND REBAR SCALE: N.T.S. ELECTRICAL LEGEND DELECTRICAL SERVICE / METER DISCONNECT SURFACE MOUNTED INCANDESCENT TTT0 WALL MOUNTED INCANDESCENT O JUNCTION BOX RECESSED CAN T RECESSED CAN W/ EYEBALL TRIM TTT RECESSED CAN - VAPOR PROOF PENDANT FIXTURE TI} WALL SCONCE FLUORESCENT STRIP (24' 36' 48') 5G RA SURFACE MOUNTED 24' x 4 2dx 8' WRAPPED 12' x 45' WRAPPED 4' x 12' WRAPPED TRACK LIGHTING a0 SPOT LIGHT/MOTION SENSOR 110 V. DUPLEX, WALL MOUNT IS' AFF. UNO 1/2 SWITCHED 110 V. DUPLEX OUTLET 220 V. OUTLET �42' OFF FINISH FLOOR DOUBLE DUPLEX RECEPTACLE, WALL MOUNT 18"AFF UNO O SPECIAL PURPOSE OUTLET SD SMOKE/CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE, GFI TYPE, WALL MOUNT IS"AFF UNO TEL NEW TELEPHONE/DATA OUTLET, WALL (RECESS) MOUNT IVAFF UNO. © CABLE TELEVISION OUTLET, WALL MOUNT IS"AFF UNO. FLOOR OUTLET $ SINGLE POLE $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH ® WEATHER PROOF SWITCH $d DIMMER SWITCH C PULL CHAIN PUSH BUTTON SWITCH �B DOOR BELL • • • CHIME GARAGE DOOR OPENER ® EXHAUST FAN '_=-`F-' EXHAUST FAN W/ LIGHT ❑T THERMOSTAT ELECTRIC PANEL BOX QOCEILING FAN OO CEILING FAN W/ LIGHT KIT ` 1v PRE -WIRE FAN W/ �♦ LIGHT KIT v v) ABBRE V IAT IONS: AFF HEIGHT ABOVE FINISHED FLOOR (E) EXISTING TO REMAIN FV FIELD VERIFY GFI GROUND FAULT INTERRUPTER (N) NEW (NL) NEW LOCATION OF EXISTING (R) EXISTING TO BE REMOVED (RL) EXISTING TO BE RELOCATED WP WEATHERPROOF ASSEMBLY NOTES: 1. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OW4NER/5UILDER BUT MUST REMAIN WITHIN ALL LOCAL AND STATE GUIDELINES. OWNER/BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ELECTRIC SERVICE AND PANEL BOX TO BE LOCATED ON JOB 517E UNLESS OTHERWISE SPECIFIED. 3. CONTRACTOR RESPONSIBLE FOR ELECTRICAL OUTLET LOCATION 4/OR ADDITION TO MEET 2014 NEC. 4. ALL SMOKE DETECTORS TO BE CARBON MONOXIDE -ALARMED, WHICH SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING 4 SHALL HAVE BATTERY BACKUP FBC R314 4 R315. SHALL NOT BE INSTALLED WITHIN A 36' HORIZONTAL PATH FROM A DOOR TO A BATHROOM CONTAINING A SHOWER OR TUB PER NFPA 1221 .h3.4. 5. ARC FAULT CIRCUIT INTERRUPTER REQUIRED FOR EACH BEDROOM 4 ALL LIVING AREAS PER 2014 NEC , 6. ALL CEILING FANS IN LIVING AREAS REQUIRE AFC .I. 1. ALL ELECTRICAL RECEPTACLES IN NEW ADDITION TO BE TAMPER RESISTANT PER 2014 NEC 406.1 8. THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR LICENSED ACCORDING TO CHAPTER 489 OF FLORIDA STATUES AND BY THE LOCAL BUILDING DEPARTMENT. THIS DESIGN 15 ALLOWED BY CHAPTER 411 FOR 600 AMP OR LESS RESIDENTIAL SERVICES OR 800 AMP OR LESO COMMERCIAL OR INDUSTRIAL SERVICES. revisions by N 4 Ln 00 OI- r- W Ln .-� O Q � z o X IL- Q�0 0 W LL U F N '~o o� V� ��zN W QI�0N V / N Q lJ_ O J Q U_ QLL- z U U) W U D --i W z LLJ Q C�d 3: J O O 0 --- I 0-) LL- Yo4 / \ uf & - it, 19 Stephen R. Cold AR 0010041 drawn by checked by date JUNE 06, 2016 scale uio/N project no. c TCFAH drowing no. (. ,1 o A-2 ROOF PLAN SCALE: 1/4" = V-0" L INETYPE LEGEND INSULATED FRAME WALL NEW INTERIOR FRAME WALL ®■�■® HEADER ROOF NOTES: I. CONTRACTOR TO VERIFY LOCATIONS OF BEARING WALLS 4 BEARING POINTS W/ TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO VERIFY ALL TRUSSES BEFORE ORDERING. 3. TRUSS COMPANY TO PROVIDE INDIVIDUAL TRUSS ENGINEERING. 4. PRECAST CONCRETE LINTELS OVER 6'-0' LONG SPAN SHALL INCLUDE (U 5 REBAR IN BOTTOM 4 (U 05 REBAR CONT. IN TOP S. CONTRACTOR TO PROVIDE FLASHING 6 WALL 4 ROOF JOINTS PER FBC 9032 4 9032.1 6. ATTIC ACCESS (MIN. 22' x 30') PER FBC RSO1. ROOF VENTILATION CALCULATIONS: -AREA OF VENTILATED SPACE = I,661 SF. -1/300 OF SPACE Ok(,1/300) = 5.56 SF. -FPO - 609 OF VENTING (3' ABV. EAVE OR CORNICE VENTS) = 2.18 TO 4.45 SF. -50q - 20% SAVE OR CORNICE VENTING = 2.18 TO 1.11 SF. (MIN.) -ROOF VENTS (NET AREA 3' MIN. ABV. EAVE OR CORNICE) m 3 VENTS (SEE BLW.) -1 S.F. = 144 SO. IN. THEREFORE 5.56 S.F. = 801 50. IN. REQUIRED. ROOF VENTILATION PROVIDED (BASED ON TAMCO)s SIZE LENGTH AREA NET FREE (SQ. IN.) NCsT. CUT OUT SIZE 4' 4625' 130 5.5' 46' x 3' 6' 1025' 210 5.5' 10' x 3' 8' 9425' 282 5.5' 94' x 3' 10' 11825' 354 5.5' 115' x 3' (3 ® 282 5Q. IN.) - 846 SQ. IN. PROVIDED ® REFERENCED NOTES I. DBL. 2x12 W/ 1/2' PLYWOOD FLITCH PLATE GLUED 4 NAILED. 2. HU5C410 INSTALLED W/ (0) 166 NAILS S HEADER 4 (S) 16d NAILS A BEAM. 3. MTSI2 INSTALLED W/ (14) 10d NAILS. 3. 2. CORNER POST DETAIL NTS HEADER SCHEDULE OPENING WIDTH BEARING WALL NON -BEARING HEADER NOTES: OR WALL WALL5 I. USE HEADER SIZES AS NOTED SHEAR UNLESS OTHERWISE NOTED ON FRAMING PLAN 0'-0' TO 3'-D' 2-2x6's 2-2x4's 2. PRIMARY FRAMING (GIRDER, W iz' BEAMS, ETC) WERE SIZED USING PLYWOOD 1&00 'Fb' EXTREME FIBER IN FLITCH BENDING (SINGLE) 90'Fv' HORIZONTAL SHEAR IAE 'E' MODULES OF ELASTICITY 3'-1' TO S'-D' 2-2x8's 2-2x6's W 12. 3. JOISTS, RAFTERS, LINTELS, ETC. PLYWOOD WERE SIZED USING FLITCH 1200'Fb' EXTREME FIBER IN BENDING (SINGLE) 90 'Fv' HORIZONTAL SHEAR 5'-I' TO 1'-0. 2-2x10's 2-2x8's W 112' IAE 'E' MODULES OF ELASTICITY PLYWOOD 4. JACK STUD REQUIREMENTS: FLITCH -2 JACK STUDS (EA SIDE) I'-6' TO 6'-0' 4 1 FULL LENGTH STUD. 3 JACK STUDS (EA SIDE) 6'-I' I'- I' TO V-8' 2-2x12'5 2-2x10'5 W ' TO 12'-0' 4 2 FULL LENGTH PLYWOOD STUDS. FLITCH -4 JACK STUDS (EA SIDE) 12'-1' TO IS'-0' 4 2 FULL LENGTH STUDS. WINDOW/DOOR FRAMING DBL. 2x TOP WOOD TRUSSES OR FLOOR SYSTEM PLATE (CONT.) H2.5A (TYP.) 51-2, 5P4, OR RSP4 ® 32' O.C. SIMPSON L5TAI8 OR C616 HEADER -CONTINUOUS 2x (2 SYP OR (GLUED 4 NAILED W/ BETTER) a 16' 16d SPIKES Q 6' O.C. O.C. STAGGERED PT 2x BOTTOM SEE HEADER PLATE (CONT.) NOTE 04 ABV. 1/2' 01A (MIN.) x 8' 'J' BOLTS MIN. 1 INSULA t ON A305 OR 1/2' x 6' (AS F Q'D) WEDGE ANCHORS a 21' O.C. 4 6' FROM ENDS MTE 30 SP2, SP4, -y R5P4, OR H3 0 32' O.C.• + SIMPSON HTT4 CONC. FOUNDATION OPTION F OR SY M OPT 1, V-0' BRG. HGT. h 6'-8' TYP, HDR. J 0'-0' FIN. FLR V-0' BRG. HGT. 6'-6' TYP. HDR HGT. 0'-0' FIN. FLR 8 m' BRG. HGT. `�� TYP. HDR HGT. 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = V-0" EXTERIOR ELEVATION LEGEND Q115' TEXTURED FINISH OVER GALVANIZED PAPERBACKED METAL LATH ON ISO FELT OVER 1/2' CDX PLYWOOD OVER GABLE END TRUSS 4 WOOD FRAMED CONSTRUCTION QSHINGLES OVER 15+ FELT (ASTM D266 TYPE II, D4869 2 TYPE IV, OR D6151) APPLIED TO 1/2' CDX PLYWOOD (OR 1/16' OSB) OVER PRE-ENGINEERED TRUSSES w 24' O.C. QDECORATIVE RAISED TEXTURED TRIM (TYP.) QOFF RIDGE VENTS BLOCK AS REQUIRED FINISH NOTES: I. METAL LATH APPLICATION METHODS SHALL COMPLY W/ ASTM CI063-08 HISTORICAL STANDARD: ASTM 1063-08 STANDARD SPECIFICATION FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT -BASED PLASTER 2. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2' INCH -LONG (35 mm), 11 GAGE NAILS HAYING A 1/16 INCH (11.1 mm) HEAD, OR 1/0 INCH -LONG (222 mm), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 mm), OR AS OTHERWISE APPROVED. 3. TEXTURED FINISH APPLICATION METHODS SHALL COMPLY W/ ASTM C926-06: STANDARD SPECIFICATION FOR APPLICATION OF PORTLAND CEMENT -BASED PLASTER EXTERIOR WALL COVERING NOTE: EXTERIOR WALLS SHALL SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT WALL ENVELOPE, INCLUDING MOISTURE BARRIERS 4 FLASHING PER FBC R103. ULTIMATE DESIGN WIND SPEED FOR: 139 Mf H (3 SEC. GUST) MARK ZONE 4 ZONE 5 3 w UP TO 20 Sr. ® +353 / -382 +353 / -412 UP TO 50 S.F. © -33.1 / -36.1 +33.1 / -44.0 U� Q Tq UP TO 100 S.F. © +31.6 / -343 +31.6 / -39.8 100 + OD +30.0 / -330 +30.0 ! -36.1 NOTE: ZONE '5' DESIGN PRESSURES TO BE USED FOR WINDOWS WITHIN 4' OF CORNER USE ZONE '4' FOR ALL OTHERS. a=1051 OF LEAST HORIZONTAL DIMENSION OR 40q OF MHR, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. 0 1 ® I a i® WALL ZONE FIGURES LEFT ELEVATION SCALE: 1/4" = V-0" PEAK ROOF HEIGHT \\\ MEAN ROOF EAVE HEIGHT ROOF HEIGHT U a ISOMETRIC revisions by N O7 �I J - LLI Ln ,- , oryN0 U O Q L Q - 8 Q 0 LL Ln W bjDON = 0 0 � I ry Z W N QrooN V J N F- r- �J J � U U Q I--- o Q 01 J U W W = o W IIU L_1 z Q - U u/ LJ z W U Q O J J U I� 0 0-) I Stephen R. Cold AR 0010041 drawn by checked by date JUNE 06, 2018 scale project no. ti TCFAH drawing no. .0 A-3 GENERAL CONSTRUCTION CRITERIA I REINFORGNG STEEL I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40. AND IDENTIFIED IN ACCORDANCE WITH A5TM A 615, A 161, A 611, OR A 106. II FOOTNGS AND FOUNDATION, 1. FOOTINGS SHALL BE LEVEL OR STEPPED 50 THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC 5LA5-ON-GRADE INTERIOR FOOTING5, 5HALL BE A MIN. OF 8 INCHES BELOW FIN15HED GRADE LINE. 2. THE OUTER BAR OF FOUNDATION STEEL 544ALL BE CONTINUOUS AROUND COMERS USING COMER BARS OR BY BENDING THE BAR IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 25 INCHES. 3. A 501L OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD. 4. FOOTING DOWEL 5AR5 SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATION5. 5. FOOTING DOWEL 5AR5 AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE. 6. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED 5 INCHES INTO 5 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1, IF STEMWALL EXCEEDS 32', FILL ALL CELLS WITH GROUT AND APPLY (1) -5 VERTICAL a 4' O.G. MAX. 8. IF STEMWALL EXCEEDS 48', FILL ALL CELLS WITH GROUT AND APPLY (U 5 VERTICAL m 4' O.C. MAX AND (1)'5 HORIZONTAL a 24' O.G. IN U-BLOCK IQ CONCRETE. I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AGI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.5.1. UNLESS NOTED OTHERWISE. 2. USE 4' 2500 P.S.I. CONC. SLAB uu/ 6x6 • 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FI5ER`7ESH CONC. OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL. M MASONRY. 1. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH A5TM C JO OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMFRE551VE STRENGTH OF IWO P.5.1. 2. MORTAR SHALL BE EITHER TYPE M OR 5 IN ACCORDANCE WITH A5TM G 210. 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND GON5TRUCTION WHEN MA50NRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. YCLEAMOUT OPENNGS. 1. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEED$ 5 FEET IN HEIGHT. 2. WHERE GLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MA50NRY CELL TO BE FILLED. 3. GLEANOLIT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. SI GROUTING 1. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8' TO 10' SLUMP AND HAVE A MINIMUM SPECIFIED COMPRE55IVE STRENGTH OF 2,500 P.5.1. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH A5TM G 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 41Fi. 2. MA50NRY PR07R11$ION$ EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET. 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRI5, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. 3: ANCHOR 5OLT✓ , I. ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD BR3. WALLS. 2. ALL ANCHOR 5OLT5 SHALL HAVE A MINIMUM EMBEDMENT OF 6' IN CONCRETE WITH 2' MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR 51LL PLA7E5, NAILER5 ETC- SHALL BE INSTALLED WITH PLATE WASHERS 2'x2'xl/8', OR 2' DIA. xl/8' THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL BE A5TM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE J/I6' FOR 1/2' BOLT$. 3. INSTALL ANCHOR BOLTS A MINIMUM OF 21' O.C., AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH 51DE OF PLATE SPLICES. 4. ANCHOR BOLT5 IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8'x 6' RED d- HEADS FRAMING ME WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL ,D DESIGN STANDARDS FOR WOOD CONSTRUCTION. 2. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED. 3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 4. PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF J015T OR TRUSS. 5. WHEN A GABLE ENDWALL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND 15 NOT 5UPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS $PAGES AT EACH END AND SHALL BE SPACED AT 4ft. MAXIMUM ON CENTER BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUSS TOP CHORDS. 3X ROOF TRUSSES: I. TRUSS SPACING 24' O.C. UNLE55 NOTED OTHERWISE. 2. REFER TO TIZU55 ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB-Sl SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3. FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED. 5. IT 15 THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY. 6. ALL TRUSSES SHOULD BE ERECTED PLUMB. 1. DO NOT CUT OR DRILL TRUSSES. 8. TRUSS MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS 16, O.C. e. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REGISTERED ENGINEER 10. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. 11. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRU55 ENGINEERS SPECIFICATIONS. 12. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RE51ST WIND AND OTHER LATERAL FORCES. 13. CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING XFLOOR SHEATHNGs I. FLOOR SHEATHING SHALL 8E 3/4 INCHES TOR OR EXPOSURE I, C-D SHEATHING GRADE PLYWOOD, OR BETTER 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINT5 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING A7 ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. 4. FLOOR SHEATHING NAILING USE 8d NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8' O.C. IN THE FIELD (GLUE 4 NAIL). 5. FOR NAIL GUN USE REPLACE 8d NAILS WITH 5ENG0 2-1/4' X .131 4 PASELODE 2-1/4' X D99 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8 1 COMMON NAILS. NAILED a 4' O.G. EDGES 4 e 6' D.C. FIELD. BL WALL SHEATHNG, I. WALL SHEATHING SHALL BE 15/32' EXPOSURE 1, C-D SHEATHING GRADE PLYWOOD, WOOD, 1/2' 2-M-W OR 2-M-3 055, OR BETTER 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2' PANEL LENGTH IN ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS. 4. WALL SHEATHING NAILING USE 8d CORRO51ON RESISTANT NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 12 INCHES O.G. IN THE FIELD. 5. FOR NAIL GUN USE REPLACE Sd NAILS WITH 5ENCO 2-1/4' X .131 4 PASELODE 2-1/4' X D99 - PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED e 4' O.C. EDGES 4 a C,' O.G. FIELD. 6. GYPSUM (FIELD) USE 5d COOLER OR GWB54 NAILS a 10.O.G. (EDGE) USE 5d COOLER OR GUTd54 NAILS m 1' O.C. ME ROOF SHEATHNG, I. ROOF SHEATHING SHALL BE 15/32' EXPOSURE I, G-D SHEATHING GRADE PLYWOOD, 1/1' 2-M-W OR 2-M-3 055, OR BETTER 2. INSTALL ROOF SHEATHING WITH LONG DIMENSION5 PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. ROOF NAIL PATTERN: 2 _ _ _ _ _ 4 (1) ZONE I - USE 8d RING SHANK NAILS WITH A �L .113' SHANK DIA., le, TO 20 RINGS PER INCH, 2 ` MIN. 0.26' FULL HEAD 4 MIN. 2' IN LENGTH 9 6' O I Q I O.G. PERIMIETER 4 12' O.C. IN FIELD (2) ZONE 2 - USE 8d RING SHANK NAILS WITH GABLE 2 -N #- (QI Hip A .113' SHANK DIA, 16 TO 20 RINGS PER INCH, LQ ( MIN. 028' FULL HEAD 4 MIN. 2' IN LENGTH a 4' I x N (3) ZONE 3SE PERIMETER8d RING SHANKNAILSWITH L O _ 1� A .113' SHANK DIA, 16 TO 20 RINGS PER INCH, 3 - 2 4�0' MIN. 028' FULL HEAD 4 MIN. 2' IN LENGTH a 4' O.G. PERIMETER 4 6' O.C. IN FILED 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4' X .131 4 PA5ELODE 2-1/4' X D99 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED a 4' O.C. EDGES 4 a 6' O.C. FIELD. = DOORS 4 WINDOWS I. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. 2. ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. = GENERAL C.ONBTRICTION NOTES: I. THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN 5A5ED ON 1500 eq. ft. DESIGN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5. STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAM5, GLUE LAM5, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUCUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN 'ENCLOSED' STRUCTURE. ANY BREACH OR PENETRATION OF OPENING5, 5UGH A5 WINDOWS, DOORS, GARAGE DOORS, ETC- DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. ---20' 12' 15'4" 3 2' TRUSSLAYOUT SCALE: 1/4" = V-a" 2x4 BLOCKING a 45' O.C. BETWEEN TRUSSES m 1ST THREE BAYS - TOENAIL (2) led NAILS. PRE-ENGINEERED WOOD TRUSSES a 2'-O' O.G. TYP. (UNO) EXT. GRADE PLYWOOD (TYP-) 1/2, GYP. BD. TYP. ADD 2x4 DIAL. BRACING e 4'-0' O.C. U)/ (2) 16d m TRUSS CROSSES. 2x4 BLOCKING m 45' O.C. BETWEEN TRUSSES m IST THREE SAYS - TOENAIL (2) 16d NAILS. 2x6 CONT. (TYP.) W/ (3) ROWS 10d NAILS TO GABLE END TRUSS m 6' O.C. 2x6 m 24' O.G. LAP EXT. PLYWOOD SHEATHING MIN. OF 12' z OVER BEAM/HEADER E W/ Sd NAILS m 8' O.G. N 2x STUD BEARING z_ WALL (TYP.) i 'v N DIRECT TRUSS TO WOOD FRAME CONNECTION ENDWALL N.T.S. O ClJ MINIMUM WALL & HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (FT.) 3' 6' 9' 12' 15' 15, NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I I 1 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12 IN. 2 2 3 3 3 3 10, OR LE55 16 IN. 2 2 3 3 3 3 241N. 1 2 2 2 2 2 12 IN. 2 2 3 4 5 5 GREATER 61N 2 2 3 3 4 4 THAN 10' 241N. I I 2 2 1 2 1 3 1 3 oo THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR 2x4 WOOD BUCK W/ 10d NAILS m 6' O.C. TO 2x4 FRAME WALL SHEATHING-7 WINDOW PER ELEVATION INSTALLED PER MFR'S SPECS JOINT TO BE CAULKED I/2 DRYWALLS JAMB @ FRAMED WINDOW ` N.T.S. 2x6 CONT. (TYP.) W/ EXT. GRADE 2x4 BLOCKING 6)48' O.C. (3) ROWS 10d NAILS PLYWOOD BETWEEN TRUSSES m IST TO GABLE END (TYP.) THREE BAYS - TOENAIL TRUSS m 6' O.C. (2) 16d NAILS.-n OD TRUSSES 24' O.G. D -O' O.C. TYP. (UNO) in, GYP. Z BD. TYP. N LAP EXT. PLYWOOD SHEATHING MIN. OF 12' Z OVER SEAM/HEADER 2x4 BLOCKING m 48' O.C. E W/ 8d NAILS m 8' O.C. DID 2x4 DIAL. BRACING BETWEEN TRUSSES m IST 4'-0' O.C. W/ (2) 16d m THREE BAYS - TOENAIL PUSS GROSSES. HEApER/BEAM. (2) 16d NAILS. DIRECT TRUSS TO WOOD FRAME CONNECTION ENDWALL N.T.S. LIMITING HEIGHTS OF STUDS SIZE +12 GRADE O.C. SPACING BLOCKING " OF ROWS MAX. HT. 2X4 SPRUCE PINE FIR 1/v' NONE 8'-0' 2X4 SPRUCE PINE FIR 16' ONE 10'-0' 2X4 SPRUCE PINE FIR 16' TWO 12'-0' 2X6 SPRUCE PINE FIR 16' ONE 12'-0' 2X6 SPRUCE PINE FIR 16, TWO 14'-0' 2X6 SPRUCE PINE FIR 12' THREE 16'-0' 2X8 SPRUCE PINE FIR 16' THREE 16'-0' 2X8 SPRUCE PINE FIR 12' THREE 20'-0' TRU55 CONNECTOR 5CHEDULE USE (1) SIMPSON H25A m ALL WOOD FRAMED WALL CONNECTIONS. F45TENER 5CNEDULE SIMPSON 142.5A: (5) 8d NAILS ats her t G cuts her t FLASHING SEQUENCE 7FLASHING SEQUENCE A SCALE- 3/4- = 1'-0- Diagonal cuts on Weather Resistant barrier resistance barrier U 0 FLASHING SEQUENCE FLASHING SEQUENCE B SCALES 3/4' = 1'-0' E SCALE, 3/4' = 1'-0' Uagonol cuts on ..they Resistant barrier resistance barrier as required C FLASHING SEQUENCE FLASHING SEQUENCE SCALES 3/4' = 1'-0' 1 I SCALE, 3/4' = 1'-0' resistance barrier hing, edemrng 1' fe. 2' vertical kg ended. s required ord as req'd IE shing 5q xi IS❑METRIC G SCALES NTS NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. (o' WIDE). 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 3. INSTALL FLASHING 4 WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. 1/6' (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKED METAL LATH WEATHER -RESISTIVE 5ARRIER(5). INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) SEALANT METAL FLASHING (UNDER SILL WHERE APPLICABLE) TYP. WOOD FRAMED WINDOW FLASHING W/ TEXT. FINISH NTS revisions by N �I J � O co O LLJ In d' L LJ r-, U CD o Q X 0 z4zzry Q 0 W U C N 0 ~o/n n V / zN W <�0 J r N N <�_ Q I � W 0 W W Z O QLi- L-J- (n U O D z W Q Q O W _W O (�'II• IS L Stephen R. Cold AR 0010041 drawn by checked by date JUNE 06, 2018 scale project no. ,WLD�,��1, TCFAH c awing no. cdc� A 4 r