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HomeMy WebLinkAbout2325 Blue Grouse Ln 18-2909 New Construction SFHQ) N Q E U� W 0 Q 0 o � � UL CD N 6 0 N N •L � 3 �6 � N N I— � S U � � W U �0 CA �— Q N� Wlu Ci �- ct) � S W � 00 z L� m N CA (Y - LL w �0 w �jr r U Q) 8 3 � o o0 o Q) w oQ) ulNo WLu �, N w }3 fL � NO _z L � s0 L N � 0 z z 'DLU p � S W dao p Q CLO cA U ~ O O c�J 4 W J J OzC TO SUIT EQUIP. FURN TYP, SIDES CONDENSOR UNIT BHT. ANGLE 5RACKE TS OR 2" WIDE 20ga GALV. STEEL STRAPS PAD ABOVE BASE FLOOD ELEVATION 4" THICK CON(. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ 1*14 SHEET METAL SCREWS W1 GASKETED W,45HERS & CONNECT TO PAD W1 114"X1I14" TAPCON SCREW OR 3/a" BOLT. SEE TABLE FOR QTY. PER SIDE. ANCHOR SPACING TABLE LENGTH / SIDE NO, OF ANCHOR/SIDES LESS THAN 12" ONE / SIDE 12" - 24" TWO / SIDE 24" - 36' ITHREE / SIDE 36" UP 4 5tons E UP IFOUR / SIDE FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 2. El DENOTES FILL CELL REINF. UJ/ GONG. UJ/ (1) #541 REBAR. GRADE roO 3. IN DENOTES FILL DELL REINF. UJ/ GONG. UJ/ (2) #54) RESAR. GRADE 60 4, DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANT' DISCREi=ANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5, WATER HEATER T $ P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATE AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMA EXPANSION DEVICE. Ll 6,0 DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I, 4" THICK WITH (oX(o 10/10 GAUGE REINFORCING MAT, WITH MIN. 1" COVER. TERMITE TREATED SOIL WITH ,00(omm ((o mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED GLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED SLAB BOLSTERS. *FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH, i. PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND W,4LKUJAI' AREAS. DELETE SLAB IN AREAS PAVERS ARE USED, 8��,AZNDARE) FOOT[ NOT USED TE F G 9. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES, 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 11. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.4&2 FLORDA BUILDING CODE. I/a" =1'-0" (11X1-1) 1/4'=P -O" (22X34) Lu 0 �lu� U � W 0� Q 0� �(L �0 0 �L UL �o �L Q) �4 6Q) z3 QN Q� Lu Lu Cly fli z �D Q) � S 07•-' U N N � S �v �L L0 m T,45ULATION TOTAL LIVING;---------------- 1,9ro6 SF. GARAGE-------------------- 393 SF. ENTRY PORCH--------------- 90 SF. LANAI---------------------- 104 SF. TOTAL UNDER ROOF 2,553 SF. C3ENERAL NOTES 1. CONTRACTOR TO VERIFI' ALL DIMENSIONS ON JOB SITE, 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. AN'T' DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLI' TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2" UNLESS NOTED OTHERUJISE. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE -11/2" UNLESS NOTED OTHERWISE. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. ILilri FLOO� FLAIL UJ/ I/8" =1' -O" C I IXIi ) 1/4"=V-0` (22X34) U N d cl LU LL ly w U N Q Q 4 Z w w LU cl Z Q m� W Q 0 O LL LU Z r_ N Z O W S LU W 0 3 0 ci d N 0 0 LU w Q z YJx �Q) S �V1- I-_ -iD O U - LOAD INORMAT►ON - PER (oTH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE DEAD LOADS FLOOR: STRUCTURE -------------- I PSF GEILINGS-------------- 3 PSF MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- 7 PSF CEILINGS -------------- 3 PSF MECH/ELEG-------------- 5 PSF TOTAL -------------- 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 PSF UNINHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINHA51TA5LE ATTIC W/LIMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 PSF BALCONIES: ---------------40 PSF PASSANGER VEHICLE GARAGE: - - - - 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD CPSF) TRIBUTARY LOADED AREA (5a. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-600 OVER 600 0:12 < 4:12 20 leo 12 >_ 4:12 < 12:12 1(o 14 12 >_ 12:12 12 12 12 UUIND INFORMATION PER 6TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE I. BASIC WIND SPEED: -----------140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4, INTERNAL PRESSURE - - - - +/-.15, INCLUDED COEFFICIENT: IN NOTE *5 5. COMPONENT / CLADDING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX IRE&IDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTES 1, PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN a W,45HER SPACE. 2. VENT DRYER THRU ROOF. 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE. 4. DO NOT SCALE PRINTS! CONSTRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY. ANY DISGREPANGIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EQUIPMENT LOCATION TO 5E DETERMINED BY COMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. ro. F I I I I IDENOTES GONG. BLOCK WALL HGT. a 9'-4" A.F.F. DENOTES GONG. FLOCK WALL HGT. e 12'-8" A.F.F. -f. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 5, REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 9. ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 13011 - M13012 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHER 15E. ALL INTER. SEGOND FLOOR CEILINGS AT 9'-0° UNLESS NOTED OTHERWISE. NOTE: DOOR FROM HOUSE TO GARAGE MUST 5E SOLID WOOD DOORS NO LESS 13/0' IAW 8302.5.1 FLOOR FLAN UJ/ I COTE 5 II c II 1/511=1'-O" ( 11X17) 1/4"=V-0" (22X34) ft 337 fm 44.0 SH2S SH25 ROSH EGRESS z� �' ujIC. -- � -------------------- � BR- ----------------- ------------------- ' TRAY CLG. ' s 5 FULL NGT. GLS. ENCL. 4 2/6 GLS. DR. o N UJ/ 1X CAP. g4 w 42-H, WALL UJ/ TEMP. + GLS. ENCL. ABV. w 5R. 3 9'4 CLG. 5R. 2 9'4 CLG. NO ,n g4" w UJH \_R -II INSULATION e H5 r - 2P"XaO"' L _ J c� N wIC. n% 9'4 CLG. i 13 R�SN -J R45H T z MEi, F 10A mo' ROSH 22 "3b CURS -, A -.A. GARAGE 9'4 CLG, BLOCK TO 9'4 THEN FRAME TO 12'5 PER [:)TL 1/10 GARAGE SHALL 5E SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA 5Y NOT LESS THAN 1/2" GYP. 15D -APPLIED TO THE GAR, SIDE, PROVIDE 5/5" TYPE "X" GYP. 5D. AT CEILING ONLY APPLIED PER- PENDICULAR TO CEILING FRAM 2/5 SC ------- -------- 1�/0X-(/0 OH.C�R.DR. + 24.0 24.5 MC ------------------------------- ------------------------------- LANA I F+_F3_3.7 9'4 CLG. 44.0 5/0 X 5/0 S.G.D. Flo I\ FAM IL�I' 9'4 CLG. 0 osimePArdE aruEsm, ■E1 IW �r,01Aa , ■!!�Cm mi ■0■ri■ ■1 3050 FBG UJ/ 14" S.L. + 33.7 44.0 :NT. PCH, 12'5 CLG. 12'-a' 5LOCK `-WALL NGT. ENT, PGI. 9'4 CLG. CE MAKER _ LINE - STUD)" 9'4 CLG. NB Zj/__VENT NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO NOTE: ALL INTERIOR DOORS ON THIS FLOOR TO 5E: 8'-0" U.N.O. - VERIFY WITH COLOR SHEET. U 0'i o� m v= WQ� 0:3 Q 0 `n no 0� m ONo 00 �Q � 3 ,o i Lu U �0 Q sM Lu p � Lu � rn� � 00 z L� 0 CS, �Q) u Lu r U 0) 0 � � o o0 p FQ) w 0� w W (L L L 3 �0 Q)Q) p S z �v \n �L N (L o w p � N � 0 w N f 0 U EXTERIOR FINISH NOTES 1, LATH TO BE ATTACHED IAW R-103.7.1 OF THE 6TH EDITION, FBCR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW 8103.1.2 OF THE 6TH EDITION, FBCR. 2011 3. WEEP SCREED TO BE INSTALLED IAW R103.1.2.1 OF THE 6TH EDITION, F15CR. 2011 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103.1.3 OF THE 6TH EDITION, FBCR. 2011 r::,"ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FDR WALL SHEATHING AND VAPOR 5ARRIER, ON EXTERIOR WALLS. FIBERGLASS SHING 1X6 SMOOTH FINISH BAND OL EL. 9'-4' /PLT. HGT. � EL. S'-0" /HDR. HG' 1X6 SMOOTH FINISH BAND ,s EL. 0'-0" /FIN. FLR. 3/s" TEXTURED CEML FINISH EL. 9'-4" /FLT. HGT. SEL. 8'-O" /HDR. NGT. oLL. 0'-0" /FIN. FLR. f FON T ELEVATION licil 1/S" =1' -O" (11X11) 1/4"=P-0" (22X34) OFF -RIDGE ROOF VENTS- REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITI') FIBERGLASS SHINGLES FREAK ELEVATION 1/S"=1' -O" (11X11) 1/4"=1'-0" (22X34) 3'-8" /PLT. NGT. 19-11 �'-4" /FLT. HGT� >'-O" /HDR. HGT SMOOTH FIN 1 SN }SAND SMOOTH FINISH BAND 0'-0" /FIN. FLR. ,S TEXTURED CEMENTITIOUS FINISH EL.' -3'-4" /PLT. NGT. EL. 8'-O" /HDR. NGT. 3/s" TEXTURED CEMENTITIOUS FINISH EL. 0'-0" /FIN. FLR. � S N Q� 13'z- --Oro 3'z- --`o z r� ,o (9(J) �L �0 0� � S z O EXTERIOR FINI5�4 NOTES I. L,4TH TO 5E ATTACHED 1,4W R703.7.1 OF THE &TH EDITION, FBCR, 2017 2. PLASTERING TO 5E WITH PORTLAND CEMENT, INSTALLED 1,4W R103.1.2 OF THE (oTH EDITION, F5GR. 2017 3. WEEP SGREED TO BE INSTALLED IAW R703.7.2.1 OF THE &TH EDITION, F5CR. 2017 4, WATER RESISTANT BARRIER TO BE INSTALLED IAW R-103.7.3 OF THE &TH EDITION, F5CR. 2017 5. "ZIP 5`r'5TEM5" WALL SHEATHING MAY 5E USED AS AN ALTERN,4TIVE FOR UJALL SHEATHING AND VAPOR 5ARRIER, ON EXTERIOR W,4LL5. OFF -RIDGE ROOF VENTS - - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) �FIBERCsLASS SHINGLES--"'� 12 6 EL. 9'-4" /PLT. NGT. . 9 -4" /PLT. NGT. EL. 0'-0" /HDR. NGT. EL. S' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR, EL. 9'-4" /FLT. NGT. EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. rRirk4r ELEVATION licli I/S"=1'-0" (IIXIl) 1/4"=1'-O" (22X34) OFF -RIDGE ROOF VENTS - - REFER TO ATTIC VENTILATION CALCULATION FOR VENT QUANTITY) LEFT ELEVATION licil 1/8" =1' -0" NIX17) 1/4" =1' -0" (22X34) 3/6" TEXTURED GEMENTITIOUS FIN15H e 3i8" TEXTURED CEMENTITIOU5 FIN15H EL. 0'-0" /FIN. FLR. EL. e'-4" /PLT. NGT. EL. &'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. U N N d 0 _w LL ff w U N 0 d z w O N w 0 0 z cl m 0 LL w r_ 8 N c� w w W nNn Zll- 3 0 d 0 0 w W 0 U MR �S F - z 0 ct� V' 1 7m li cf -� REF_ DOD ; SP. m JH 1 m ll, ct� V' 1 7m li -1 I lNTEfRl0fR ELEVATiON5 m 1/S" =1'-O" C11XII) 1/4"=P-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY'. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. �S INK 7sle 1 7m li -1 I 1 m ll, AV, 7 m SIC � 1/S" =1'-O" C11XII) 1/4"=P-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY'. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. �S INK rel 23 7sle 1 7m li -1 rel 23 1 FIFI I 171 ml (M rel 23 1 FIFI le: IX(o (5 HOOKS) V4" QTR, RND. 3/4" QTR. RND. 3/4" FIN[544ED fi L''WOOD (T''f=.) ASE TRIM -ill II 1'-4" IN: po ME FIFI N AV, 7 m SIC � 4 D = IL po ME 5ECTION 006 1/S"=1' -O" (11X1-() 1/4"=1'-0" (22X34) FI5ERGL,455 SHINGLES PRE - ENG. WD. TRUSSES 's 24" O.C. INSULATION PER 201'1 FBC- ENERG�'' CONSERVATION - &TI4 EDITION EL. 10'—VI4" /PLT. HGT. EL. 9'-4" /PLT. HGT. EL. S' -O' /NDR. 1 -GT. EL. 0'-0" /FIN. FUR. v� w -u-Q) (070 W�Q) Q 0 `n �(L 0 0 ULN �0 c FZ r6 i - N •� L 3 N S Q) � S LS1y' U �S ,o w M� w U �0 Q N� Q - z w p 43 «� S � 00 z L� m 0 Cj, w �0 LU Ljr _r UQ) 6i 3 0 \ 0 p w 0LH� s U w w Q0 z L� 3 s0 CL L 0 p �S Lu 11 ci o p � o FIFI _oLi 5ECTION 006 1/S"=1' -O" (11X1-() 1/4"=1'-0" (22X34) FI5ERGL,455 SHINGLES PRE - ENG. WD. TRUSSES 's 24" O.C. INSULATION PER 201'1 FBC- ENERG�'' CONSERVATION - &TI4 EDITION EL. 10'—VI4" /PLT. HGT. EL. 9'-4" /PLT. HGT. EL. S' -O' /NDR. 1 -GT. EL. 0'-0" /FIN. FUR. v� w -u-Q) (070 W�Q) Q 0 `n �(L 0 0 ULN �0 c FZ r6 i - N •� L 3 N S Q) � S LS1y' U �S ,o w M� w U �0 Q N� Q - z w p 43 «� S � 00 z L� m 0 Cj, w �0 LU Ljr _r UQ) 6i 3 0 \ 0 p w 0LH� s U w w Q0 z L� 3 s0 CL L 0 p �S Lu 11 ci o p � o MECHANICAL /GENE RAL NOTES PER 6TH ED. 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 8 R -VALUE COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION (o10,1 45C.1 2.)APPLIANCE5 SHALL BE ACESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. A) CHAPTER 13 OF THE FBC-R 2011 6TH SECTION M1305.1 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION M1(o02 OF THE FBCR CODE 2011 6TH EDITION. 4.) IAW NEC 2014- 210.12 -ALL 5A OR 20,4,120V BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE AFCI PROTECTION - KITCHEN, FAMILY RMS, DINING RMS, LIVING RMS, PARLORS, LIBRARIES, BEDROOMS, DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2014- 406.12, ALL 15A AND 20,4,125V RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT (o.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 4 8314.4. MODEL# TO BE USED ON THIS JOB TO BE: BRK: SMOKE -91208 C/O- SC9120B KIDDE: SMOKE -21007581 C/O 2100637/-N a.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM l8" ABOVE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, 6TH ED. P2801.1 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2017, 6TH ED. 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M 1502.4.5.1 THROUGH M 1502.4.5.3 11,) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12,) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) ELECTRICAL L EH EN.F,) $ SINGLE POLE SWITCH <H JOUTLET, TV/CABLE $� THREE UJAY SWITCH 4 OUTLET, PHONE OUTLET 110-115 Eli INTERCOM OUT, 110-115, SPLIT UJIRED ® CHIMES OUT. 110-115, UJ/ USB D SMOKE DETECTOR OUT, 110-115, CLG. MOUNT, crl CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. D PUSH BUTTON 0 SPCL, PURPOSE 220-240 EXHAUST FAN LIGHT FIXT., CLG. MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. GO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL © LIGHT FIXT., REG. ADJUST. ICEILING FAN, PREUJIRE LIGHT FIXT., PULL CHAIN ICEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT © ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER 200AMP UJP. #4/0 ALUM. S.E.R. BREAKER 20OA-MAIN BREAKER NI INSIDE PANEL METER # 8 RMX TO RNC:;, 10/3 TO DRYER # 10/2 TO W/H SECONDARY A/C 4 A/H T.B.D. FEED B'I' # 14 FOR LIGHT UTILITY CO. AND FOR INTERIOR PANEL INTERSYSTEM BONDING TERMINATION BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(A)(3) ELECTRICAL RISER DIAGRAI I NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(AXI) TO C(o), LOCAL CODES, AND THE LOCAL POUJER COMPANY. 250.52(AX3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft, long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft, long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than inch in diameter and at least 20 ft. long, encased in 2 inches of concrete± (2) 20 ft. of bare copper conductor not smaller than No. 4 AWG encased in 2 inches of concrete. The steel reinforcing rods must be in a location that is in direct contact with the earth. The reinforcing rods can be connected with tie wires, and a single length of rod can be used as the concrete -encased electrode. The reinforcing rods cannot be coated with non-conductive material. Section 250.50 requires a concrete -encased electrode to be connected to the grounding electrode system if it is present. Several states have modified this requirement to say a concrete -encased electrode must be used as a grounding electrode only if it is available. In those jurisdictions, if the footings or Foundations have been poured before the electrical contractor arrives at the site, and a reinforcing rod is not available for use as a grounding electrode, then a grounding connection to the reinforcing rod is not required. OCU - DC GF I WP METER ELECTfRICAL PLAN IIc II 1/8" =1'-0" (11X1 -i) 1/4"=V-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS & PHONE LOCATIONS d 0 w ,L ft LU U 0 d J Q z LU 0 w O Z m Q O U - LU s r 0 N Z O lu LU W N 0 z 8 4 O z' N w O U N Q� O e 12 " O.C. 1X4 P.T. -/\\� r2X4 BLOCKING TO FORM ARCH GONG. BLOCK WALL 1/2"=1'-O" (11X1-1) 1"=1'-0" (22X34) NCTES ES 1. TYPICAL ROOF GABLE OVERI-IANC TO BE 12" UNLESS OTHERW15E NOTED. 2. TYPICAL ROOF EAVES OVERNANr-;; TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 4550C. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2010 FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5. TRUSSES SHALL BE BRACED TO PRE - VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANGE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOGUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DR,4WING5. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA BCSI 1. ro. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. I SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 2011, 6TH EDITION 8905.2.3. ATTIC VENTILATION CALCULATIONS PER F5C2011 6TH EDITION 1880(o: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2593 S.F. = 8.64 S.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.68 S.F. PROVIDED W/OFF RIDGE VENTS: 6 VENTS 'a.78 S.F. /VENT. (VENT TYPE: LOMANGO MODEL 1-10-D OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - - 4.32S.F. PROVIDED UJ/ VENTILATED SOFFITS e EAVE:- - 4.32S.F. ( 50 L.F. a .087 S.F. VENTING PER L.F.) PLUS OFF ROOF EDGE VENTING: ----------- 0 ( 0 VENTS e 0 /VENT) (VENT TYPE" LOMANCO MODEL DA -4) UPPER PORTION PERCENTAGE: 50% LOUDER PORTION PERCENTAGE: 50% TFRU55 L4�O�T nc ii (11X10 1/4"=1'-0" (22X34) D2 _ �- --- --- a a a ° ° - 4 A A.T USS 14� 1/2"=1'-O" (11X1-1) 1"=1'-0" (22X34) NCTES ES 1. TYPICAL ROOF GABLE OVERI-IANC TO BE 12" UNLESS OTHERW15E NOTED. 2. TYPICAL ROOF EAVES OVERNANr-;; TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 4550C. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2010 FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5. TRUSSES SHALL BE BRACED TO PRE - VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANGE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOGUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DR,4WING5. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA BCSI 1. ro. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. I SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 2011, 6TH EDITION 8905.2.3. ATTIC VENTILATION CALCULATIONS PER F5C2011 6TH EDITION 1880(o: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2593 S.F. = 8.64 S.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.68 S.F. PROVIDED W/OFF RIDGE VENTS: 6 VENTS 'a.78 S.F. /VENT. (VENT TYPE: LOMANGO MODEL 1-10-D OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - - 4.32S.F. PROVIDED UJ/ VENTILATED SOFFITS e EAVE:- - 4.32S.F. ( 50 L.F. a .087 S.F. VENTING PER L.F.) PLUS OFF ROOF EDGE VENTING: ----------- 0 ( 0 VENTS e 0 /VENT) (VENT TYPE" LOMANCO MODEL DA -4) UPPER PORTION PERCENTAGE: 50% LOUDER PORTION PERCENTAGE: 50% TFRU55 L4�O�T nc ii (11X10 1/4"=1'-0" (22X34) D2 U Q D w 11. Lu N Q z w Lu O O z 0 m Q 0 0 U - LU r 8 O 0 S w Z W CL d) 0 CL e 0 4 N Z H 0 w w cl N 0� z IL 0 _ �- --- --- --- --- --- --- --- --- --- -- - 4 A A.T USS 14� i A 77 -- --- - - - - -� T 5 43 II A D241 D2 A9 ---- A10 All Al2 Ard- 22k1 30'' - A14 im I A15 Bl r Cl S2 -' 1 --- I - El S3 E2 ' 1E3 J3A Lo CJS ------ B- --® - JA ailoo sk- TT SC A A A D2 p2 p2 4@'-0" U Q D w 11. Lu N Q z w Lu O O z 0 m Q 0 0 U - LU r 8 O 0 S w Z W CL d) 0 CL e 0 4 N Z H 0 w w cl N 0� z IL 0 CAST CRETE LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4' 6F32 -15/IT GARAGE DOOR L 2 4'-6' SFI(o-05/1T 51425 L 3 4'-6" 8FIro-015/1T 5H25 L 4 5'-4- SFI(o-05/1T 4040 TEMP. GLR. FIX. GLS. L 5 4'-6- 8FI6-05/IT 51425 L (o 4'-6' 8FI(o-05/]T 51425 L -f 11'-4" SFIro-05/IT REAR LANAI L 8 5'-10" 6Flro-05/IT REAR LANAI L 9 S'-4" 6FI(o-05/1T 8/0X8/0 S.GZ). L 10 1'-r01 8FIro-05/1T PR. 5H25 L 11 4'-ro' SFiro-0511T SH25 L 12 L 13 5'-10" SRF 12-05/1T FRONT DOOR L 14 5'-4- 5F&0-05/IT FRONT ENTRY L 15 ro'-6. SF24-05/IT FRONT ENTRY L 16 SF24-05/IT FRONT ENTRY L 11 L 18 Ln L 20 L 21 L 22 L 23 L 24 L 25 L 26 L 21 L 28 L 29 L 30 L 31 L 32 L 33 L 34 L 35 L 36 L 31 L 38 L 39 FFRCAeT LINTEL LA�C�T 11c II 1/8"=1'-0" (11XII) 1/4"=1'-0" (22X34) M J CV J L-5 L-6 L-7 L-1 co I J Q) N Q � w Q) � 0� 0 cj Q 0� N UL 0 -6 ,N N Q N 'L �Q) � S U � � 4 �0 Q N W (6 N W U � Q N � S 0 9- � i Q S � ul cn S W � QO Z LQ) Q S� ca N d � � I �0 W L � QS r U� 3 �6 00 W Lu E Q) 0 N LHNo W+' t- r.'Z N S W Lu Z L 3 s0 (L Q) N � 0 Q� Q) LuI— Lu S U �dao N vo W Q N N U 73 U � O N U � � 0 I SAFE LOAD TABu FOR GRAVFTY UPLIFT & LATERAL LOADS 8" PRECAST cit PRESTRESSED U -LINTELS RECESS DOOR M—L NTELS I E T A I L2 GRA V n 1/2"=1'-0" (11X1-1) W a. Mortar per ASTMI C210 type M or 5. TYPE LENGTH sue 8178-05 81712-06 16-08 20-0 24-0 28-0 32-08 SFS -16 8FI2-15 81716-15 8F20 -I5 9F24 -I5 8F28-115 SF32-I5 2'-10'(34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-(o" (42") PREGA5T 23023138 4'-6" (54') PRECAST 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0'(40") PRECA5T 2025 2325 2496 3461 4438 5410 6384 1356 2646 4413 6039 1526 9004 10412 11936 4'-6" (54") PRECAST1181 1651 5'-I0" (�0") PRECAST 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 5004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(i0') PRECAST 512 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4565 1255 2101 3396 5260 1134 8995 6890 i' -(o" (90') PRECAST 761 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 (112') PRECA5T 513 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10' -(o "(126 ") PREGA5T 456 462 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 W-4' -4" (13(0 ") PRECAST 449 558 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4'060") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0"(168") PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 (116") PRESTRE55ED N'R" NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 (184.•) PRE5TRE55ED N'R' NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 I-'-4" (205") PRE5TRE55ED N'R NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 I9' - 4' (2 32 ") PRE6TRE55ED N.R. NR NR NR NR NR NR I NR 240 400 150 1090 1400 1120 2030 21'-4" (25(o') PRE5TRE55ED N.R NR NR NR NR NR NR NR 183 330 610 540 1340 1180 2110 22'-0" (2ro4") PRESTRE55ED N.R NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0" (288") PRESTRE55ED N.R. NR NR NR NR NR NR NR 130 240 410 120 1 1030 1350 1610 8" PRECAST AST �In / 2" RECESS DOOR M—L NTELS I E T A I L2 GRAVITY 1/2"=1'-0" (11X1-1) W a. Mortar per ASTMI C210 type M or 5. TYPE LENGTH 8 6 ' � 08 SRF14-0B SRFIS-0B OW22-0561;;F26-059W30- SRF6-IB SR1710-18 SRFI4-IB SRFIB-IB 8fiF22-IB SRF26-15 BW30-5 4'-4' (52") PRECA5T 1489 1591 3053 2982 3954 4929 5904 6880 1821 3412 4982 6412 1941 9416 10818 4'-6" (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-5' ((08") PRECAST 185 832 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6839 5'-I0" (�0") PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 61-0" (50") PRECAST 822 501 1611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8111 6101 (90") PRECAST 665 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 (116") PRECA5T 311 420 834 1253 1011 1342 1614 1886 535 928 1491 2119 2618 3595 2815 'ti •tT � • t' S' 5F5-15/IT SFS-05/IT 5RF14-15/IT SF16 -05/1T 5F20 -15/1T 6F24-15/IT TSP D & 1 NAfi 1 ON 2X4 BLKG W/ 2 -1 OZ:) NAILS e EACH F = FILLED WITH GROUT / U = UNFILLED END QUANTITY OF •5 RE54R AT 50TTOM OF LINTEL CAVITY PRE -ENCS, WC). TRU55E5 2 4" O.G. 15/1T 5EE ELEV. NOMINAL WIDTH I- L QUANTITY OF *5 /PLT. GT. SEE ELEV. FOR HGT. DBL. 2X4 TOP PLATE NOMINAL HEIGHT RE5AR AT TOP PRE -ENC: TRUSS 22 EA. TRUSS •5 RE5AR AT TOP MIN. (1) REQ'D 22 STUD TO SEE ELEV. FOR HGT. -1 t- Q til Jn 1-1/2" CLEAR PLATE TO BLOCKIN2X4 5 @ 1(o " O.C. Cx c.M.U.S1 � STUD TO PLATE x/16" OSB SHEATI-IINC� 1/1(0"055 (: ) SHEATHING 4 e EA. TRUSS GROUT 2X'5 6 24" O.0 RE5AR AT BOTTOM gj 4 e EA. VERT. 2X4 OF LINTEL CAVITY 50TTOM REINFORCING SEE ELEV. FOR HGT. P.T. BOTTOM PLATE .t -5/a"ACTUA PROVIDED IN LINTEL (VARIES) SEE ELEV. FOR HGT. a' NOMINAL U11DTH • "D 4 EACH STUD PRE -ENG. WD. TRUSSES 4 KNEE WALL IF APPLICABLE M4TR1AL=5 CONC. BLOCK WALL OR 1. f'c precast lintels = 3500 psi. CONC. BLOCK WALL OR COLUMN 2. F'c prestressed lintels = 6000 psi. COLUMN 3. f'c grout = 3000 psi w/ maximum 3/a" aggregate. 4. Concrete masonry units (CMU) per ASTM C9O w/ minimum net area compressive strength = 19OO psi. 5. Rebar provided in precast lintel per ASTM 4615 GR6O. Field rebar per 45TM A615 GR40 or GR60. 6. Prestressing strand per ASTM 4416 gradeD 210 low relaxation. 7. 1/32 wire per ASTM A510, 3 T A d ° I E T A I L2 10 1/2"=1'-0" (11X17) 1"=1'-0" (22X34) 1/2"=1'-0" (11X1-1) W a. Mortar per ASTMI C210 type M or 5. LATERAL TYPE LENGTH I $U8 8178 2'-10'(34") PRECAST 2121 2818 4101 5332 ,4L I OTE 5 I � C 1. Provide full mortar head and bed joints. 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-(0" (42") PRECAST 2. Shore filled lintels as required. 2289 Z 4231 d e O 3.Installation of lintel must comply with the architectural and/or Z 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 1818 structural drawings. 2832 3680 1-1/2" CLEAR PLATE TO BLOCKIN2X4 5 @ 1(o " O.C. Cx c.M.U.S1 � STUD TO PLATE x/16" OSB SHEATI-IINC� 1/1(0"055 (: ) SHEATHING 4 e EA. TRUSS GROUT 2X'5 6 24" O.0 RE5AR AT BOTTOM gj 4 e EA. VERT. 2X4 OF LINTEL CAVITY 50TTOM REINFORCING SEE ELEV. FOR HGT. P.T. BOTTOM PLATE .t -5/a"ACTUA PROVIDED IN LINTEL (VARIES) SEE ELEV. FOR HGT. a' NOMINAL U11DTH • "D 4 EACH STUD PRE -ENG. WD. TRUSSES 4 KNEE WALL IF APPLICABLE M4TR1AL=5 CONC. BLOCK WALL OR 1. f'c precast lintels = 3500 psi. CONC. BLOCK WALL OR COLUMN 2. F'c prestressed lintels = 6000 psi. COLUMN 3. f'c grout = 3000 psi w/ maximum 3/a" aggregate. 4. Concrete masonry units (CMU) per ASTM C9O w/ minimum net area compressive strength = 19OO psi. 5. Rebar provided in precast lintel per ASTM 4615 GR6O. Field rebar per 45TM A615 GR40 or GR60. 6. Prestressing strand per ASTM 4416 gradeD 210 low relaxation. 7. 1/32 wire per ASTM A510, 3 T A L I E T A I L2 10 1/2"=1'-0" (11X17) 1"=1'-0" (22X34) 1/2"=1'-0" (11X1-1) I"=1' -O" (22X34) a. Mortar per ASTMI C210 type M or 5. LATERAL TYPE LENGTH SFS -IT 8F12 -1T SF1(o-IT 8F20 -IT SF24-IT OF28-IT 6F32-iT 8178-2T 8F12 -2T SF16-2T 20-2 SF24-2T SF28-2T 81732-2T $U8 8178 2'-10'(34") PRECAST 2121 2818 4101 5332 ,4L I OTE 5 I � C 1. Provide full mortar head and bed joints. 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-(0" (42") PRECAST 2. Shore filled lintels as required. 2289 3260 4231 5219 6204 3.Installation of lintel must comply with the architectural and/or 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 1818 structural drawings. 2832 3680 4532 5351 6245 4.1-inte15 are manufactured with 5-1/2" long notches at the ends 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (54") PRECAST 1660 1162 to accommodate vertical cell reinforcing and grouting. 3251 4010 4161 5525 121 5.All lintels meet or exceed L/360 vertical deflection, except 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1464 2110 lintels 11'-4" and longer with a nominal height of a" meet or 3315 4010 4648 505 505 exceed L/180. 5'- 10"(10') PREGA5T 1212• 1351 1930 2505 6 Bottom field added rebar to be located at the bottom of 3665 4241 418 1 416 1212 1315 1815 2441 3010 3583 4151 8" PRECAST & PRESTRESSED U -LINTELS 2" RECESS DOOR U—UNTELS PRE -ENCS. WF-). TRUSSE e 24" O.G. SAFE L 04D T,45LE NOTE& 1. All values based on minimum 4" bearing. Exception- Safe UPUFT UPU U LATERAL TYPE LENGTH SFS -IT 8F12 -1T SF1(o-IT 8F20 -IT SF24-IT OF28-IT 6F32-iT 8178-2T 8F12 -2T SF16-2T 20-2 SF24-2T SF28-2T 81732-2T $U8 8178 2'-10'(34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-(0" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 1818 1959 2832 3680 4532 5351 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1464 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'- 10"(10') PREGA5T 1212• 1351 1930 2505 3084 3665 4241 418 1 416 1212 1315 1815 2441 3010 3583 4151 PRECA5T, 1141• 1200 1133 2250 2169 3290 3812 101 881 1141 1182 1684 2192 2103 3216 3132 -1'-6" (90') PREGA5T 959• 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 9'-4' (112') PREG45T 801• 612 980 1269 1560 1852 2144 454 630 601 155 1192 1550 1910 2211 2634 10'4o"(12(0") PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 11'-4" (136") PRECAST 6660 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0'(144") PRECAST 601• 400 631 816 1001 1186 1312 340 494 (031 486 818 1209 1514 1199 1 2086 13'-4" 110") PRECAST 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 IS91 14'-0"(1(08") PRECA5T 458• 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 1816 PRESTRE55ED 243 295 459 591 1 124 851 1 990 NR. 351 243 352 562 852 1156 1491 1142 (184") PRESTRESSED 228 218 430 553 611 801 925 N.R. 321 228 329 542 191 1012 1381 1616 I -l'-4" (205') PRESTRESSED 188 236 361 464 561 610 114 N.R. 255 188 21644t 649 8 814 1121 138 l9'-4" (232") PRESTRESSED 165 201 313 401 490 516 661 N.R. 204 165 239 383 550 136 940 1160 21'-4" (25(o') PRESTRESSED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-0" (264.") PRESTRE55ED 140 180 268 343 418 493 568 N.R 161 131 205 322 451 601 Ill 941 24'-0" (258") PRESTRESSED 121 165 244 312 360 441 515 N.R. 135 124 1862W 40S 538 680 833 the lintel cavity. -1. -1/32" diameter wire stirrups are welded to the bottom steel For mechanical anchorage. a.Cast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9.5afe load ratinci5 based on rational design analysis per AGI 310 and ACT 530 2" RECESS DOOR U—UNTELS PRE -ENCS. WF-). TRUSSE e 24" O.G. SAFE L 04D T,45LE NOTE& 1. All values based on minimum 4" bearing. Exception- Safe UPU U loads for unfilled lintels must be reduced by 209. if bearing TYPE LENGTH W% -IT SRI -6-2T 5W10 -IT 8WI0-2T 8R:14 -IT 8W14 -2T length is less than 6-1/2". SaFe loads For all recessed lintels 8W22 -IT BW22-2T 8RF26-IT 6W30 -IT 8W26 -2T 6W30 -2T 81,P11.16 SRF6 based on S" nominal bearing. 2x4 TOP PLATE w/ -1/1(0" OSB SNEATNING 2413 2. N.. =Not Rated. R 2-16d TO TRUSS BOT. 4961 5825 DBL. 2X4 TOP PLATE 3. Safe loads are total superimposed allowable load on the CHORDS ABOVE 4'-(0' (54') PRECAST 1192 section specified. 2311 22 EA. TRUSS 2X4'8 16" O.C. 4. Safe loads based on grade 40 or grade 60 field rebar. 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" 5. Additional lateral load capacity can be obtained by the 924• 1112 1195 x/16" 053 SNEATI-IING� designer by providing addional reinforced masonry above 3689 81 STUD TO PLATE 501 the precast lintel. 6 "1 . One •rebar may be substituted for two 05 rebars in a" RE -ENG TRUSS ("I0') PRECAST 896• 1138 lintels Only. PER PLAN 2965 3581 4198 -1, The designer may evaluate concentrated loads from the 469 4 '� EA. TRUSS (80')PREGAST safe load tables by calculating the maximum resisting 882 1513 2042 2513 moment and shear at d -away from the face of support. 2x4 STUDS 16"OC 830 1100 118 956 1468 1981 2509 3035 3563 a. For composite lintel heights not shown, use safe load from w/ -1/10" WALL 5HTG bee EA. VERT. 2X4 1325 next lower height. 2280 2153 3221 110 e All safe loads in units of ounds per linear foot. 688 849 1302 1162 2225 2690 3151 T BOTTOM PLATE—� 533• o" PRECAST W/ 2" RECESS DOOR U—UNTELS UPU U LATERAL TYPE LENGTH W% -IT SRI -6-2T 5W10 -IT 8WI0-2T 8R:14 -IT 8W14 -2T 5WO-IT BW18-2T 8W22 -IT BW22-2T 8RF26-IT 6W30 -IT 8W26 -2T 6W30 -2T 81,P11.16 SRF6 4'-4" C52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 1244 1519 2339 3110 4008 4850 5696W2 4'-(0' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" ((28') PREG,45T 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10' ("I0') PRECAST 896• 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3491 4106 6'-5' (80')PREGAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 -I' -(O" (g0')PRECAST bee (O91 1325 1810 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 9' -5" (116") PRECAST 533• 433 808 1123 1 1413 1104 1555 516 614 533 521 1009 1369 1 1128 2088 2450 *REDUCE VALUE 5Y 2596 FOR GRADE 40 FIELD RE5 I"Ktvue.t YALUt: t� T 2770 rvM C3r-rAAVc '+sv rich SEE ELEV. FOR HGT. 2X4 P.T. BOTTOM PLATE—' • CONC. BLOCK WALL OR PRE -ENG, WE). TRUSSES 4 UJ/ 3/1(o" x 3.25" TC AT 16"cc COLUMN KNEE WALL IF APPLICABLE E T 2 A I 10 1/2"=1'-O" (11X1-1) 1"=1'-0" (22X34) CONNECTOR SCHEDULE CONNECT. SMPSON USP MAX. LAT, LDS. TYPE DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS fi ER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-106 x 11/2" ETA20 14-10d 1,810 65 / 960 5 DETAL20 18-10d x 11/2" N/A N/A 2,480 2000/1370 20 H3 RFT: 4-86 / PLT: 4-Sd RT3 RFT: 4-Sd / PLT: 4-Sd 455 125 / 160 21 HI RFT:6-0dxl1/2 "/PLT:4-ad RT15 RFT:5-Sdx11/2 "/PLT:5-8d 415 485 / 1ro5 22 H10A RFT: (9)10d x 1 1/2 RT16 RFT: 8 -Sol x 11/2 ° 990 585/525 PLT: (9)IOd x 1 1/2 II PLT: S-Sd 23 LUS26 HDR: 4-10d/JST: 4-10d JUS26 HDR: 4-10d/J5T: 4-10d 935 N/A 24 H7Z RFT /TRS: (4)ad RT20 RFT /TRS: 9-106 985 400 / N/A PLT / STD: (2)SdX 1 1/2" (S)SD PLT / STD: 13-10d 26 H2.5A RFT:S-ad / PLT: 5-86 RTI RFT:5-86 / PLT: 5-86 415 150/150 34 A34 H:4-Sdx11/2"/P:4-Sdx11/2" MP34 H:4-Sdxl1/2"/P:4-Sdxl'/2" 365 200/303 35 A35F H:4-Sdxl 1/2 VF: 4-Sdxi 1/2 " MPA1F H:6 -Sdxl 1/2 "/P:6 -Sdxi 1/2 " 440 440 / N/A 37 MTS12 14 -10d MTW12 14 -10d 1,000 N/A 38 MT516 14-10d MTUJ16 14-10d 1,000 N/A 43 LSTA12 10-106 L5TA12 10-10d 905 N/A 45 6T15 14-166 ST18 14-16d 1,200 N/A 47 L6TA24 18-106 LSTA24 18-10d 1,295 N/A 71 M6TA36 26 -10d MSTA36 26 -10d 2,135 N/A 72 MSTC66 64-166 SINKERS N/A N/A 5,495 N/A 79 6P1 STD:6-10d / PLT:4-106 SPT22 6TD:4-106 / PLT:4-106 535 560 / 260 80 SP2 STD:6 -10d / PLT:6 - lOd 6PT224 STD:6 -1Od / PLT:6 -106 605 56O / 260 Sl 5PH4,6,a 12-10d x 11/2 " TP4,6,48 12-10d x 11/2 " 885 N/A 90 ABU66 12 -166 PAU66 12 -16d 2,240 N/A 89 GB66 ( 2) 5/a" BOLTS PASXS 4 -10d 2,300 985 92 45U44 12 -16d PAU44 12 -16d 2,200 N/A 93 AC6 (MAX) 28-16d P5566 24-16d 1,815 1,070 94 AC4 (MAX) 28-16d P5644 24-16d 1,815 1,070 95 HT520 20-10d HTW20 20-10d 1,450 N/A 96 HDSA SILL: '/a" BOLT HHDSA SILL l/a" BOLT 7 910 N/A STUD:(3) /8 X5 /2 BOLTS STUD -(3) /8 5 X /2 BOLTS 99 435 H:4-8dxll/2"/P:4-8dx11/2" MPA1 H:6-SdxI1/2"/P:6-Sdxl1/2" 440 440 / N/A 98-101 HTT4 5/8" BOLT/ 18-16dX2 ]/2 " N/A N/A 3,640 N/A 97-100-102 HTT5 rl/a" BOLT/ 26-10d N/A N/A 4,275 N/A 103 VGTR/L 32 - SDS 1/4 "X3"/(2) Na" BLT N/A N/A 3,990 N/A 104 HDUS-5D52.5 7/8" 5LT/20-SD5 1/4 "x2 1/2 " N/A N/A 5,020 N/A 110 HCP2 12-10d x 11/2 " HHCP2 20-10d x 11/2 " 520 26O / N/A 167 HHUS46 H:14-16d/J:6-16d THD46 H:8-1ad/J:12-106 1,550 N/A 168 U46 H:8-10d/J:4-10d SUH46 H:8-16d/J:4-16d 710 N/A 181 HU526 20-166 THD26 H:20-16d/J:10-10d 1,550 N/A 184 HHU528-2 G. -28-16d / T:S-16d EHUH28-2 12-16d 2,000 N/A 214 HUC212 -3TF D:16 -3/16 "X11/2 " TAFGON BM: 6-166 HD0212 -3 HD:18-3/16 "X11/2 " TAPCON BM: 6-10d 1,135 N/A 215 HGUS210-2 HDR:46-166/J5T:10-166 EHUH210-2 HD1R:40-16d/J5T:16-10d 2,720 N/A 216 HUS412 BLOCK: 10-1/4"X11/2" TG JOIST : 10-16d HUS412 BLOCK: 10-1/4"X11/2" TC JOIST : 10-166 3240 N/A 217 HU5212 -2 BLOCK: 10-1/4 "X11/2 " TC JOIST : 10-16d HUS212 -2 BLOCK: 10-1/4 "X11/2 " TC JOIST : 10-16d 2,630 N/A 219 MBHA412 H:1-ATR3/4X8 TOP4FACE NFM35X12U H:1-1/2" J -BOLT 3,145 N/A JOIST: 18-10d J:5-1/2" BOLTS 220 N/A N/A NFM 3X12 5LK:1/2"0 J /J5T:14-10d 1,620 N/A 226 M5HA4.75/12 HDR : (2) 3/4"0 x S" JOIST : 18-10d NFM45U HDR : MIN. 1/2"0 "J" BOLT JOIST : (5) 1/2 "0 BOLTS 2,160 N/A 231 MBHA3.56/16 HDR: (2) 3/4"0 x S" JOIST : 18-10d . NFM35X16U HDR :MIN. 1/2 "0xJ-5OLTS JOIST : (5) 1/2 "0 BOLTS 3 450 N/A 232 M5HA5.50/16 HDR . (2) 3/4"0 x 8° JOIST : 18-10d NFM5.5X16U HDR :MIN. 1/2 "0xJ-5OLT5 JOIST . (5) 1/2 "0 BOLTS 3,450 N/A 240 H15 :4-1060/2 "/P:4-1060/2 N/A N/A 1,300 48O / N/A 241 LGT2 30 -16 d - s irker LUGT2 32 -10d 2000 1015 / 440 301 MCAT ( 1) 3/4 "BLTS./G IR: 22-10d N/A N/A 3,965 N/A 302 HGT-2 or 3 LTL:3/4"5LT5./COIR: 8-10d U5C63 LTL:3/4"5LT6./COI1;R: 5-16d 6485 N/A 303 HGT-4 LTL:-/4"BLTS./COIR: 16-10d N/A N/.A 9,250 N/A 401 SUR/L414 FACE:18-I6d/J5T:B-166 N/A N/A 1,700 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED BY TRUSS MANUFACTURERS s Q w w U 0 d z w 0 w 0 U z 0 m 0 ff 0 U - w 0 r 0 z O 0 w S ll� w ��R w z 3 o a Z Luo � D J ,e n STRUCTURAL NOTES FIELD REPAIR NOTES 1/2 "X6 ° (41/2 " EMB) HILTI KWIK1 1 11 11 2X6 P.T. WOOD BUCK BOLT WITH 2" WASHERS LOCATED ' 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE I. MISSED LINTEL STRAPS FOR M,450NIR ' CONSTRUCTION MAY BE(TOP AND SIDES) 6TH EDITION, FBCR 201-1 (WINE) LOAD e 140 MPH.) SUBSTITUTED W/ (1) USP MTWIro OR HC10 OR SIMPSON MT51„116 W/ 5 1 ,4' �-i' (WITHIN �" OF SUPPORT BRACKET FOR GARAGE DOOR) GARAGE DOOR (4) 1/4" X 21/4" TAPCONS TO BOND BEAM AND (1) 10d NAILS To FROM THE BOTTOM 4 MIN, EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MT5" 11(o FOR DISTANCE. �p FBCR SECTION 8301 UPLIFTS LESS THAN 1-120#). NO MORE THAN 10 STRAPS MAY BE ' SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS 3 w ,, ,, ,, It 3. ALL FLOOR SLABS TO BE OF 2,500 PSI CONC. PLANT MIX MIN, 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION •P ' � ; '�� THICK WITH 6x6 10/10 WIRE MESH 6 MIL. POLY. VAPOR- V MASONRY WALL v� AFTER C011 IRAETE BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALLS MAY BE „ „ u� „ SUBSTITUTED W/ 1/2 DIA. x LONG WEDGE ANCHORS (REDHEADS). - DETAIL TO SATISFY 140 MPH WIND LOAD „ „ „ �� „ W 4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF AGI 530-02/ - MASONRY FRAME SHALL BE MIN 8X16 ASTM C -9D ASCE 5-02/TM5 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT #5 -GROUT FILLED CELL W/1/2 " ASTM 2 #5 REBAR (GRADE 60) i i i EA. SIDE OF GARAGE DOOR OPENING ' " p- " �tY " �- " ' Q REBAR SET INA 3/4 DIA. x 6 PEEP HOLE FELLED W/ UNITEX MAX. DISTANCE TO CORNER OF C.B.S. WALL REINF. 48" 5, MORTAR TO BE TYPE "M" OR "S", GROUT - 2,500 PSI 0 28 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. - " "2X4 V RT " 0 - RE INF. TO BE CONT. FROM FTG. TO TIE BEAM W/ ALL , , , , Q) 6. MASONRY CLEAN OUTS REQUIRED @ GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "ACI" DETAILS 4 DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW FEET IN HEIGHT AND ALL VERTICALS. UP TO - NO REPAIR NECESSARY -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" 2x8 RIDGE "/8" TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING 0 I. REBAR TO BE # 5'5 GRADE 60, W/ MIN. LAP OF 25". USE "L" BARS OF WALL BETWEEN EXISTING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRESSURES OF 25 PSF IN '0 CORNERS AND USE STANDARD HOOKS 6 CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION R301 OF THE FLORIDA RESIDENTIAL WITH MIN. LAP 12" 11/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE �D EA"�1'FTR" 2X6 RAFTERS 8. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: 24" O.C. -1" O.C. WITH 5d NAILS. GYP. BD. WALLS SHALL BE NAILED laS" O.C. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE � WITH 5d NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3" AND TRUSS/ AND NEGATIVE WIND PRESSURES OF 25 PSF. 2X4 VERT. S 48" O.C. FLOOR TRUSS IS NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE TT45V. TRUSSES BELOW 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES App (1) MT512 TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION 8609 OF THE 201-1 NAIL TO RAFTER 'o TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, (oTH EDITION 4 PLATE AT BTTM. W/ 10. EPDXY ANCHOR ALTERNATIVE: C.) DOOR SIZE, TYPE AND GLAZING (2) 12d NAILS - THREADD.) TRACK SIZE AND FASTENER DETAILS. PRE ENG WD,ED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW z FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS. (113 THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY LOCATION, SIZE, TYPE 5T18 OR L5TA24 a ANCHOR SIZE CONC, HOLE SIZE MIN, HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE '/2 " 3/4 " -i" I I TO TRUSSES BELOW 1/811 GAf;P-,AGEE 5C;< DEETAIL 3/4u 1" g" 1X6 CAP I"= 1'-0" �/a II 11,8 II g SEE FLOOR PLANR) 1/2" GYP, BD. FIN, AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED CAP PER SPEC'S 1/2" OFFSET , -' - - 2X4 OR 2X6 STUD BL. 2X4 PLATE SIDE B SI ALONG '/2" COVE MOLDING - WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A36 GURB__� 1/16" OSB. SHEATHING N CHORD OF TRUSSES- ATTACH W/ (2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'S 'a 24" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT (3)2X4'S NAILS e EA. INTERSECTION OR 6" O.C. �/2" DRYWALL 2X4 OR 2X6 STUD WALL VALL T' NOTE: EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS.Lj� �. � 3 I 4 I 8 TA I L END OIF F RAFTERS ON ONE DE AND ADD 2X8BEAM IS UNDERSIZED -CUT 11/2" M 11. SOIL BEARING CAPACITY 2000 PSF MINIMUM 1/16" OSB. SHEATHING3/4 " = 1 '- 0 _ D 1 NEXT TO FIRST ONE W/12d'S a 6A O.C. WOOD STRUCTURAL NOTES 51 1/2" GYP. BD. ROOF EDGE,I N. CONCRETE BLOCK 1. ALL WOOD TO BE SPECIES GROUP, AND GRADE AS NOTED BELOW. �APT A I �OI �I I tet.O 11�f HEADER OR STEEL DAMAGED WOOD NOT TO BE USED. `� D1 1"=LINTEL 2, ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR J SEE DETAIL SEE FLOOR PC EXP. STRIP s BETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) 2/D3 FOR PLAN FOR BM. Opt , PC ANCHOR FOR RIDGE �� ' STRIP q DETAIL ad 4" O.C. , GLS, BLK. PER PLAN 1L 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT p RIDGE Q BLOCKING EDGE ' LEAST 4 . STRUCTURAL DOUBLE PLATES TO BE NAILED 6 O.K.. 1u/2" EXPAN. j: I I ; PG PANEL— LEAST REIN -OR. 4. PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE IOd O _ , _ _ _ _ �77 p ANCHOR 4" b� Sd 12" O.C. , s O �, pJ0 FROM EA. INTERNED. , SEALANT 6 O.C.. UNLESS OTHERWISE NOTED. tY J1> – �� tk EDGE AND " , �124" O.C. PC ANCHOR - - - - - 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - , STRIP PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. `� CONC. BLK. '/4" EXP. BOLT_T� FILLED CELL (2) PER ,ANCHOR � 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. -1. DBL. STUDS 'a EA. END OF SHEAR WALL. S. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NIAL INC PATTERN ZONE: ad NAILS e 6" O.C. EDGES AND 12" O.C. FIELD ZONE: a Sd NAILS e 6" O.C. EDGES AND 12" O.C. FIELD ZONE:Nil Sd NAILS e 4" O.G. EDGES AND 6" O.C. FIELD T MAXIMUM HEADER SPAN (ft.) EDGE 11 16" O.C. E X ERIOR FINISH p 15' 18' 0 ( SEE NOTE 4) SEEFLOOR ' F SUPPORTING END OF HEADER PANEL_ ANGOR CONSTRUCT I0N 1 -DOUBLE STUDS e 12" O.C.. ------- _____SEE MORTARA� NO STRAPPING NEEDED 2 PLAN FOR PC PANEL REINFORCING (TOP): - -DOUBLE OR TRIPLE HEADER 10 6" 0,C_'a EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 i , , /2 EXP. ANCHORS �, �, �, USED IN PANELS OVER 25"S.F. IN AREA 1S EMBEDDED HORIZONTALLY e 12" O.G.. INTERMEDIATE. „ -HEADER TO STUD 'a 4 O.C.. EA. HEADER MEMBER. TYP, ROOF FRAMING (� EMBED.) 24" O.C. ILI ILL, ILLI IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL 2 -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU 1/2 ASPHALT 0 GREATER THAN 10' REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15/S" O.G. (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) 2" a �i PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. 4 FULL LENGTH WALL STUDS 5 USE ONLY WHEN OR OR -1/16" OSB EMULSION (PER TABLE) D1 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS SERIES GLS. SLK.), W/ BUTT WELDED CROSSWIRES AT 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. -1/16" OSB, EA. SIDE CONC. BLOCK REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. ad e 4" O.G. " �' NAILED TO ROOF TR TRUSSES SPACED 's 24" O.C. (MAX) WITHOUT C C RIPPLED STUDS 2X4 STUDS WALL 0 � 9. NAIL PATTERN -DOUBLE PLATE 12" 0,C_ OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) EDGE 11 16" O.C. E X ERIOR FINISH p 15' 18' 0 ( SEE NOTE 4) SPH4,6 OR 8 NOTE SUPPORTING END OF HEADER PANEL_ ANGOR CONSTRUCT I0N 1 -DOUBLE STUDS e 12" O.C.. e EA. STUD— NO STRAPPING NEEDED 2 �_ PC PANEL REINFORCING (TOP): - -DOUBLE OR TRIPLE HEADER 10 6" 0,C_'a EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 i , , /2 EXP. ANCHORS �, �, �, USED IN PANELS OVER 25"S.F. IN AREA 1S EMBEDDED HORIZONTALLY e 12" O.G.. INTERMEDIATE. „ -HEADER TO STUD 'a 4 O.C.. EA. HEADER MEMBER. (SEE ROOF PLAN) ROOF FRAMING (� EMBED.) 24" O.C. ILI ILL, ILLI IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL 2 -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU 3 DOUBLE TOP PLATE � � A�L L � �,� I L GREATER THAN 10' REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 15/S" O.G. (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) 2" Q PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. 4 FULL LENGTH WALL STUDS 5 USE ONLY WHEN OR O.C. (FOR USE W/ "PREMIERE" (PER TABLE) D1 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS SERIES GLS. SLK.), W/ BUTT WELDED CROSSWIRES AT 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. -1/16" OSB, REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. NAILED TO ROOF TR TRUSSES SPACED 's 24" O.C. (MAX) WITHOUT C C RIPPLED STUDS PC PANEL ANCHORS (MIDDLE): s BLOCKING. BLOCKING MIN. WALL AND HEADER REQUIREMENTS' SEs1 ou°ol>IE '>�� oK°° CORNING INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN, 19/32 OSB, HEADER SIZE PER CHANNELSBARE NOTAUD Q) F 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN TRUSS SPACED a 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS CONT. 11_ FLOOR SHEATHING TO BE MIN. 23/32" PLYWOOD NAILED 6" O.G. W/ o 5TI5 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA, JACK 12, ALL FLOOR TRUSSES TO BE END BLOCKED e BEARING LOCATIONS�-2X BLOCKING AS REQUIRED 13, TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. HEADER STUDS 14. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY - - - -IT - - - - Ti- - - - (PER T,45LE) P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE L 5PH4,6 OR 8 PRESSURE TREATED, TYR, FRAMING FOR OPNGS. e EA. STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOOD AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, (L PC EXPANSION STRIPS ARE AVAILABLE 3/8" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD, 4" WIDE STRIPS �, ARE EASILY CUT TO 3" WIDTH, FOR 31/$" "PREMIERE" SERIES BLK., ►- AN[) TO 21/4" WIDTH, FOR 3'/8" "TNINLINE" SERIES BLOCK. 6 GL A55 5LOC< DETAIL a 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 u MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' 0 NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER 1 1 2 2 2 2 �_ �U [L cn NUMBER OF FULL-LENGTH STUDS EACH END OF HEADER 10' OR LESS 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOOD AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, (L PC EXPANSION STRIPS ARE AVAILABLE 3/8" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD, 4" WIDE STRIPS �, ARE EASILY CUT TO 3" WIDTH, FOR 31/$" "PREMIERE" SERIES BLK., ►- AN[) TO 21/4" WIDTH, FOR 3'/8" "TNINLINE" SERIES BLOCK. 6 GL A55 5LOC< DETAIL a 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 u EXP. JOINT 9 RECE55 5LA5 g11 NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERW15E NOTED, NOTE.- THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR 5GD DOOR F.F_ SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) (2)#5 KEBABS VARIE5 10-1-95. THE FRC REQUIRES BASE AND CAP FLASHING. OR M -DC PA 10-1-g5, THE FRC REQUIRES BASE AND CAP FLASHING. _w ,��� -� Z d z — w SHINGLES OVER BUILDING SHINGLES OVER BUILDING -q PAPER OVER -1/1/0" OSB. APER OVER/1�" OSB. `4 } SHEATHING SHEATHING •" _ - PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION Q 47- BAFFLE BETWEEN EA. TRUSS BAFFLE BETWEEN EA. TRUSS I. I II II REBARS 4 e EA. TRUSS W1 UPLIFT '4' a EA. TRUSS W1 UPLIFT 1 11_411 (2)#5 KEBABS g I -4 4 1� - (2)#5 KEBABS 22 1 -8 4 # OF 1810# OR LESS 1 4 4 OF 1810 OR LESS D2 D2 D2 D2 4 X2 'a EA. TRUSS W1 UPLIFT 4 X2 0 EA, TRUSS W1 UPLIFT -0 %" RECESS IS g1/2 RECESS FOR 41/211 RECESS SLAB BETWEEN 18110 4 3620# BETWEE 1811# 4 3020# 10) 1�, II FOR OUT-SUJG. = GAR. DR. FOR DOOR SEE ROOF PLAN SEE ROOF PLAN 0Q) DRS. ONLI' �� (1)# 5 REBAR (� = u 0 d o) `" ALUMINUM ALUMINUM 9 1 w — — — O I �•- - - - DRIP EDGE �� DRIP EDGE � p w- w IN, INSULATION INSULATION ror (SEE PLAN FOR TI'PE) (SEE PLAN FOR TT -PE) � 9 • I I I 1/2 " SAG RESISTANT '/2 It SAC� RESISTANT E 2 1 _4 (2)#5 REBARS 10 CONT. leo"X8" FTG. 1� ; ( i REARS w 4 OR 5/$" GYP. BOARD a OR �a GI'P. BOARD D2 D2 W/ 2 #5� REBAR. #3 TIE �'- - - -' KEBABS w PLACED PERP. TO CLG. PLACED PERP. TO CL EXP, JOINT 1� BARS 2X8 SU FASCIA FRAMING 2X8 SUB FASCIA FRAMING I 0 (2)#5 REBARS D2 12" O.G. 1 -4 14"1 B 1/211 GTP, BD. ON 1"X2" ',211 GI -P. BD. ON 111X211 8" P.T. FURRING W1 ALFOIL w = F.F_ ��_ _ _ P.T. FURRING W1 ALFOIL i, 4 VARIES (i 5 REBAR INSUL. BETWEEN INSUL. BETWEEN � _ w VENTED ALUM. SOFFIT II VENTED ALUM. SOFFIT 1"X�o"P.T. HEAD } <t 1 Xao P.T. HEAD P , 811X8" GONG. KNOCK- LEDGER 8" BEI'OND 811X8" GONG, KNOCK- LEDGER 8" BEI'OND Z 3 11-411 -1 1 `V OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE �N W1 GONG. 4 (1) #5(P REBAR W1 GONG. 4 (1) #50 REBAR Q Q (2)#5 REBARS CONTINUOUS 3 11-411 11 8" 411 CONTINUOUS s x D2 D2 18 (2)#5 REBARS 24 D2 1 -44 D2 8"XS" GONG. BLOCK SEE FLR. PLAN FOR 811X8" GONG. BLOCK SEE FLR. PLAN FOR c RECESS FOR 811 BLOCK REINFORCED GARAGE CLG. SPECS. BLOCK REINFORCED GARAGE CLG. SPECS. m\� 5L -GL -DR, (3) # 5 REBARS F.F. - - - VARIES UJ/ CONC. W/ GONG. Q) X — — PRE CAST L INTEL PRE CAST LINTEL m w = Q Q Q) i Wu- I N�� I I _ f1� Z o 0 m I I I lL m I I ''3 D2 1 -4 (2)#5 REBARS D2 WL _ 17 FOE 0I I Q Z ALUM. IUiNDOUJ (REFER TO Q) �, Q/ ; ; REBARS tuu ALUM. WINDOW (REFER TO GARAGE 11 I I C2 X FLOOR PLAN 4 ELEV. FOR Q FLOOR PLAN 4 ELEV. FOR s } L•_ _ _ _• REBARS w DESIGNATIONS)LL DESIGNATIONS) w �� WALL (1)#5 REBARS VARIES w w w L 4" (1)# 5 REBAR #3 TIE m 18 BARS cn w cn s 11-.4 .4 =D2 1211 O.C. cp BLOCK WALL INSULATION- BLOCK WALL INSULATION- 0 � r GONG. FILLED � CAVITIES EACH CORE FOAM R-8 + CORE FOAM R-8 + u SIDE OF DRAIN PIPE 4 GAVITI' � 13 4° 8" WHERE DRAIN PIPE fi ASSES PRE ,CAST CONC. s1LL ALFOIL R-4.1 = R12.1 TOTALPRE CAST CONC. SILL ALFOIL R-4.1 = R12.1 TOTAL 8 4 THRU GONG. BLOCK STEM GONG. TO SPEGS. 8 X8 X1� GONG. BLOCK 8X8 X1� GONG. BLOGK D2 D2 1v WALL (REFER TO EXTERIOR (REFER TO EXTERIOR o ,N 211 a a�_ ELEV. FOR WALL FIN.) MARBLE STOOL ELEV. FOR WALL FIN.) MARBLE STOOL � Q) (2)#5 REBARS GRAPE ° _ z X = 4" PVC. PLUMB. DRAIN PIPE --d = THRU STEM WALL BLOGK w si w = — = Z — j n u n '/2" n " 11 �t b fY ff ALTERNATE BRICK �2 GTP. BD. ON 1X2 ALTERNATE BRICK �2 GI'P. BD. ON 1X2 T� D VENEER _ _ _ _ _ P.T. FURRING W/ ALFOIL VENEER _ _ _ _ P.T. FURRING W1 ALFOIL 0 1�„ S.E.MTL. WALL TIES ; , _ - ,' a INSUL. BETWEEN S.E.MTL. WALL TIES ; , _ . - ,J a INSUL. BETWEEN 1'-0" 4" 411 11.011 w '� �" MAX 0 PVC Iro" O.C. VERT. 4 I(o" O.C. 1�0" O.C. VERT. 16" O.C. SLEEVE HORIZ. - " - HORIZ.L I GONG. FTG. RE INF. W1 (2) r ; _ 8 14 (2)#5 REBAR } #5 REBARS CONT. ; ' ; WOOD BASE WOOD BASE E Q)D2 D2 #5* ROD '0 EA. DOWNPOUR � � ' #5* ROD 'a EA. DOWNPOUR � � ' p � MIN. 3011 LAP FINISH FLOOR MIN. 30" LAP I FINISH FLOOR u REC J1/211 RECESS SLAB PROVIDE INSPECTION ' ' PROVIDE INSPECTION EA. VERT. DOOR LUG. FOR GAR. -1'i2 " Pl P IPE Ti 4RU FOOT' I1�G PORTS '� EA. VERT. i = = J PORTS FOR OUT -SLUG. i 'a — — X D2 DT'AIL 3/811= 11-011 POUR r===, POUR r=== o 0 0 --------------+ DRS. ONL I' — Z `�\� b Z -2 L--- a I 00 _ (2) #54" REBAR BENT TO ARCH - L _ _ _ aF GRADE � 1. � , � MIL POLI'ERTHI'LENE — AROUND SLEEVE, 30 LAP MIN. r - _ z O ff -1 z o ° v Q L _ - _- J VAPOR BARRIER (o I BOTH SIDES , LAPPED AND TAPED ,�_ O ; U cc l�0 11_411 411 (2 "5 REBARS (2)#5 REBARS CONC. TO SPECS. - - - J JOINTS. ° p o ° o ° m � 15 11-4,1 411 L--- I o D2 D2 (o" MAX 0 PVC a = IF - - - FOUND FORSLE CATION L - - - p SLEEVE �t Z L ---J 411 GRADE 4= E F - - - a (k EXTEND FTG. 4" FOR GONG. FTG. REINFORCED jj X -- =� II ,, , _� co EXTEND FTG. 4" FOR ---� U BRIGK VENEER (2)*5 REBARS CONT.- SE Q d 4 PVC. PLUMB. DRAIN PIPE �.- - , Q_ N a FOUNDATION PLAN Q I THRU STEM WALL BLOCK o -- BRICK VENEER a m Wz I ~ � @ I ( I ► (2)#5 A S � - - - ° • • � MIL POLI'ERTHI'LENE � W UL c� ' ' GONG. FTG. REINF. UJ/ (2) REB R VAPOR BARRIER i © I ' 11-011 411 CONC. FTG. REINFORCED W1 LAPPED AND TAPED p - I I #5 REBARS CONT. 4 z z w ; ( ; (2)#5 Q (2)'S REBARS CONT. JOINTS. cc © I I REBARS w --•' M0NOL ITHIC 7'�P I CAL= IJALL 5 CT I ON 7�FICAL WALL 5 CT I ON 1*3 TIEA U�/ STEM WALL FOCIING A UJ/ t 1IONOL=ITSI1G FCOTIVIG 18 BARS /11-4" 411 (2)#5 PIPE T=HRl� FOOT=ING o D2 12" O.C. REBARS DETAIL= 3/811= 11-0" D2 3/411= 11-0" D2 3/4"= 1'-0" ROOF DECKING 10d NAILS e 4" O.C. 2X4 LOOKOUT e 24" O.C. ROOF DECKING Tl'PIGAL WOOD TYPICAL OVERHANG 2X4 BRACING ia 24" O.C. FRAMED WALL ROOF DECKING C 12"MAX. ) 106 NAILS 6 4" O.C. EXT. 5HEATHING TO STOP ABOVE CMU PER PLAN PRE ENG. UJD. SCISSOR TYPICAL OVERHANG X16" MAX (2) 106 'a EA, TRUSSES e 24" O.G. -1/1(o" OSB. SHEATHING PRE ENG. WD. SCISSOR J12" MAX (2) 106 'a EA. END EXTERIOR FIN. TO SPECS. TRUSSES e 24" O.G. ATTACK CROSS R CIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 1001 TOE NAILED e PRE ENG. GABLE END TRUSS 2X4 X -BRACING W/ 4-126NAIL6 3 10,C. PAPER BACKED LATH SCREED TO BE 1" BELOW T.O.M. �-- EA. TRUSS TO 2X8 e S' O.C. TO E ENG. UJD. S &O FASTENER PER TRUSS (2) l0d � EA. BOTTOM CHORD (4) 106 TOE NAILED ENG, 3RD. TRUSS IN TR SES 2 " D.0 EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING EXTERIOR FIN. i/ " O 5H THING VAPOR BARRIER TO PASS 2X8 TOP PLATE 48 O.C. IN FIRST FOUR (4) TO SPECS. FRAMING SPACES ONLY WHEN P EN GA E END TRUSS 0 SET BACK IN FRONT OF WEEP SCREED '1/1�" DSB. SHEATHING EA. TRUSS JACKS SPAN 4'-0" OR GREATER GABLE �i8" lU/ v� (2) d 0 EA. OT CHORD MOISTURE BARRIER AND 2X8 VERT. 24" O.G. 4 TEXT. GEMENT 9 BOND BREAK PER (4) 10d TOE NAILED FINISH. FLUSH 2X4 DIAPHRAGM FR IN &TH EDITION 2011- 81031 2X8 P.T. SOLE PLATE G1'P. BD. (SEE STRUC. NOTES GABLE W/ I 48" O.C. IN FIRST FO (4) WEEP SCREED -PER 1�z ANCHOR BOLT lU/ 2" FOR NAILING PATTERN) SIDING F N &H FRAMING SPACES- NAILS 6TH EDITION 2011 - WA&HER 6 32" O.C. REFER TO TO TOP OF BOT M CHORD —#5 REBAR IN POURED DETAIL A/D3 IL R 703.1.2.1 KNOCK OUT PRE ENG. END CONC. FILLED LINTEL BLOCK FOR FLASHING o JACKS 'a 24" O.C. 8'-0" MAX. �/ 1 #5 REBAR REQ. GONG. BLOCK WALL �, TYPICAL CMU WALL G-� I SON - 5 A fRI I � ENE:) 106 NAILS °s;'` GYP. BD. (SEE STRUC. NOTES 6 0 D3 G - 3 �45LE � 4" O.G. �'� FOR NAILING PATTERN) � D3 ATTACH GROSS BRACING ROOF DECKING CONCRETE W/ 4-126NAILS 3" O.C. fu Q) BLOCK WALL 2X8 P.T. SOLE PLATE A � ( I PRE ENG. WD. SCISSOR PRE -ENG. 1,000D TRUSSES 1/2 "0 ANCHOR BOLT W/ 2" 6 Q) TRUSSES 24" O.C. 24 O.G. G-1 GABL E E NS W,45HER e 32" O.G. --0 D3 3 CONC. FILLED LINTEL BLOCK i (2) loci NAILS UJ/ 1 #5 REBAR TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +— 1/499 Q I" EDGES 1 1/2" EDGE]2 1/2" EDGE 45 24" O.C. 2X4 LOOKOUT e 24" O.C. ROOF DECKING L TYPICAL OVERHANG 2X4 BRACING e) 24" O.C. (D x C 12" MAX.) 1001 NAILS 'a 4" O.C. ( 1 odx3" C� SHIM UNDER TRUSS Q) COMMONz X Q X S"XS"XI(o" CONC. LINTEL ° 2X4 BLOCKING 'a 24" O.C.Ilk xF= p 1 1/2„ DBL, 2X8 TOP PLATE BLOCK CONT. POUR (STAGGERED) � �_ 1/ '1116" OSB. SHEATHING a PRE SE& .� D S SSO - N W/ 1 #5� REBAR CONT. � cv 1001X3" 2X8 VERT. 24" O.C. CONC. BLOCK WALL 4 EA. 2X4 I2" MAX ) 10 E COMM01tu M ING 10dX3" Z X Z X BELOIU EA. TRUSS G_4 ETAIL's 48'Ir 11. ST FAt (4) qc-COMMON - 2X4 X -BRACING AMING SPACE - ILED �. Z OPP. SIDE d U 81 EA, 2X8 VERT. D3 S' 0. C, TO TO TOP OF BOTTOM C RD . U L 0 3RD. TRUSS IN �; 4 CID 2X8 P.T. SOLE PLATE OL 10dX3" - ROOF DECKING (2) 1001 '> END COMMONcq 1�2 � ANCHOR BOLT UJ/ 2" 9-' x OPP. SIDE ° WASHER 'a 32" O.C. PRE ENG. WD. SCISSOR OF BLOCKING 2) 1001 NAILS 12" O.C. N �� --# 5 REBAR IN POURED TRUSSES 24" O.C. ) (2)2X4's (2)2X6's (2)2X8's KNOCK OUT ATTACH CROSS BRACING ' B X BU I - UP 5TUp (2) 100 NAILS EA. G-� � �� (� I UJ/ 4-12dNAILS 3" O.C- (2)1001 D TAIL& Irl D3 END OF BLOCKING REFER TO 1/16OSB. SHEATHING � 11,2 _1�_0� THRU BOTTOM CHORD DETAIL A/D3 2X4 VERT. � 24" O.G. s BOTTOM CHORD OF TRUSS (4) lod NAILS e EA. FOR FLASHING � 2X8 PLATE G_2 BLOCKING TO PLATE �`EQ" 2X(o P.T. SOLE PLATE Ov 2X8 CRIPPLES 3 loci NAILS 'J ' " Q) ..•G �2 � ANCHOR BOLT W/ 2 s 2X4 BLOCKING 'a 24" O.C. 4" O.C. WA&HER 'a 32" O.C. p (2) 2X� HDR" -UP TO 6'6 ONC. FILLED LINTEL BLK. (2) 2X8 HDR. -FROM &1 TO 10' —2X8 P.T. SOLE PLATE UJ/ 1 #5 REBAR ~ 1/Iro" DSB. SHEATHING 9 45 EA. SIDE -2 ND S 0 tWi 2X8 VERT. � 24" D.G. ECONC. BLOCK WALL rFh (4) loci TOE NAILED 3 FLAT BOTTOM GABLE END O Ll 2X8'5 's 24" O.C.L s� ~ 2X8 SOLE PLT. �'=T- =� °'� 2X8 P.T. SOLE PLATE ROOF DECKING 0'' .. ; �, 2X4 LOOKOUT � 24 O.C. v � TYPICAL OVERHANG 2X4 BRACING '@ 24" O.C. 3 2X8 FULL -16t, d (12" MAX.) 1001 NAILS 4" O.G. p LENGTH STUDS o JL'----- ---------- ------ -------IJI.� -5 GAE3L END E L ------ - 2X8 HEADER -- ------ 3 -------------- PRE ENG. UJD. 5(7,155c) STUDS , , , DOUBLE DOOR SINGLE DOOR WINDOW 1/2 "(P ANCHOR ; ; BOTTOM CHORD OF TRUSS SSSS 24" BOLTS W/ 2" ' G-2 12" MAX. 2) 10 E FOR MULTfPLE WINDOWS, AND � � � 2X8 PLATE S WASHER 'a 32" O.C. D3 F-) AP AMINO DOORS USE 2 TAPCONS PER 2X8 CRIPPLES 2X4 X -BRACING 0 453 ST F (4) WINDOW AT THE HEAD AND 4 MING &PAC AILED �; p TAPCDNS AT THE JAMB_ (2) 2Xro HDR. -UP TO ro �o 8 O.G. TO BLOCKING 4 SHEATHING (2) 2X8 HDR. -FROM ro l TD 10' TO TOP OF BOTTOM RD BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS 3RD. TRUSS IN �o CHORD IF NECCE&&ARY L- (2) 1001 'a ENE) ATTACH CROS& BRACING BUCKS SHALL BE 1x4 OR 2x8 PT AT UJINDOI.U& OR 2x8 PT AT B � N� 5T18 e EA. SID --- s � DOORS IN PINE OR SPRUCE. AT WINDOWS ATTACH BUCKS TO OF BLOCKING � UJ/ 4-12dNAfL5 3" O.C. Q' BLOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO 2X8'5 'a 24" TAPCON& SHOWN. AT DOORS OR FIN WINDOWS IN BLOCK, %' 2X4 BLOCKING- PARALLEL ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING 2X8 SOLE PLT. , �, W/ EACH 2X8 VERT. � ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8 D.C. W/ 2-126 NAILS EA. SIDE °f '�-------------- ;' 2X8 BLOCKING- BETWEEN 1_-0 STAGGERED IN THE FIELD. 2X8 FULL- '� LENGTH STUDS •A• • • ; • . y • i • • . • ; �° REFER TO EACH 2X8 VERT. '• , DETAIL A/D3 1001 NAILS e 12" O.C. °P. W m USE MIN. 2'Z4" T -NAILS w/ lx BUCK. USE MIN. '�4" x 3" TAPCONS _ N 2X8 HEADER - - ----; ; FOR FLASHING s w/ 2x BUCK. START ALL END TAPCONS WITHIN ro" OF ( PRE E GfNEER ROOF STUDS : , REQ 1/1roOSB. SHEATHING � v CORNERS AND 30 ON CENTER MAXIMUM. TRUSS TOP CHORD , �' •. ; 2X8 VERT. 1D 24" O.C. p NOTE 50�s ��o� .8 .. ; � ; � L .. , ..°'�; (4) 10d TOE NAILED � IN GASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: WASHER � 32" O.G. � � � 2X8 P.T. SOLE PLATE e ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING , 1001 NAILS 1/4" x 4" TAPGONS AT 3" FROM END AND 12" O.C. IN CB D T A (L 4" O.C. GLASS OPENING CONC. FILLED LINTEL BLK. THE CENTER. ATTACH TOP FRAMING TO HEADER USING 1/4" X 13/4" R� I 3 N.T.S. G_2 I W1 1 #5 REBAR TAPCONS W/ (1) ro " FROM END TO END AND 12 " O.C. IN THE. D3 BLOCKING SHEA RING I ®I 0 CONC. BLOCK WALL v CENTER. N.T.S. 3 SCISSOR GABLE END 12-05-12 ID AL + N �Z� w w a-Z� SRI �W W o i V 1 c� 0 L � � o o Q � Q S (1 p 0 w 0 O 0 0 D z N � w_j �c o MOO > Q Q 00 J Q w w a r nQ ro-c (n Q _j Q n Z Q w DATE 10-01-05 SCALE AS NOTED DRAWN MNF SHEET DD OF SHEETS