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HomeMy WebLinkAbout3969 Night Heron Dr! 40 3: 11.—J 0 u- C�' Lu m TO SUIT EQUIP. FURN (-�" T -T -P. SIDES CONDEN5OR UNIT SHT. ANGLE BRACKETS OR 2" WIDE 20ea �SASLV. 4T9LA9T�V- -- BASE FLOOD ELEVATION 4" THICK CONC. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR CONNECT TO bI� I �NffET METAL SCREWS W/ GA5KETED WASHERS 4 CONNECT TO PAD W/ 114 "X1 '%" TAPCON SCREW OR 3/a" BOLT. SEE TABLE FOR QT'l'. PER CHOIR SPACING LENGTH / SIDE . OF ANCHOR/SIDE LE55 THAN 12" ONE / SIDE 12' - 24" TIDO / 51DE 24' - 3(o" ITHREE / SIDE 3ro" UP 6 5tons 8 UP IFOUR / SIDE FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 2. El DENOTES FILL CELL REINF. W/ CONC. W/ (1) *50 REBAR. GRADE &0 3. ■ DENOTES FILL CELL REINF. W/ CONC. W/ (2) *50 REBAR. GRADE 60 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5. WATER HEATER T 4 P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMA EXPANSION DEVICE. �o. DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH &X(o 10/10 GAUGE REINFORCING MAT. WITH MIN. 1" COVER. TERMITE TREATED SOIL WITH .00(omm ((o mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND 5UPPORTED ON APPROVED SLAB 5OL5TERS. *FIBER MESH REINFORCEMENT MAY BE USED A5 ALTERNATIVE TO WIRE MESH. 1. PAVERS MAY BE USED ILO CONCRETE SLA55 IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE SLAB IN AREAS PAVERS ARE USED. 8• ANDARD D2 FOOT( NOT USED � \ ; NATE F G g. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 10. IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED 501L CAN BE TERMICIDE. 11. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.452 FLORDA BUILDING CODE, FOLAD AT I ON FLAN A 1/5`=V-0" (11X1-1) 1/4"=P-0" (22X34) N N 0 uu to CAQ Q z tuQ N w O z 0 0 m 0 LL w r a 0 w s w z Lu 0 0 0 s 0 W z V N Lu O N N N 3 m d) Q� '13•z 75 19 C-0 �o �0 �s L Z -0 �s Q) 0 U m A El 9'-2" 1'-4" a a a ELS��� 14'-0" a rt' -O" o 0 23/� 31 I I II D4 1 0 PAVERS 1 61HB 0 0 - = I I i 11 3 _3)4N �J J _3y4N %. 3'- I o II II EL_4„-T II r I ❑ II I a I II o a o I IWC I �� — — ————— — — — —-, rJ r ELT II---- ---------� I1 LAV. N o 8'-il" I I I `T " = RECESS. - - o LAV. rn SHOWER 1 ' - 0 1 Q cn OVAL J TUB �, I I I I I I I I ❑ II o I I DW I l _1iy 2'IJ/(^�N 1 11 13'-5�° I i 11 EMAKEI� I I 11 I I :� 3/4' LIN` I I I I N D2 <<if , rf 1 1, D2 16 0 0 (77 p2 I I o m I �,_�4N W/ 2 �� _8�N of _5N 11 I I 13'-5%" I I El it 1i II (r -�l I ILL ■ II 11 1 1 II 0 W. 'SP. L J 'I L i 1 1 I I I I I �-n4IIX24I.X1/o .I o I I / �r -1� 1 1 I I CONC.3) I I " / #5 S 4" PVCA/C m��I1 401,1 = 1 I E.W.CHASE -' D2 I I I i II 0 11 11 1 1 /I 1 Ii L J II o CURB D2 I� J o i1-01 E L- 4" 1 37 16 I I D4 p2 II tlOOT I `� ING FOOTING I o o I I CHANGE C J CHANGE 1 1 0 / I 1 BRICK CU. 11 _ 11 PAVERS 2, - 0 I I I f — � F � El 11 N � 1 I E � El I I1 0 0 El Q+Q N HB I I — = 18 11 D2 I 24'X24"X1(O" CONC. D2 EL _-& 11 FT . W/ (3) #5'5 E.W. — —_____— -- _ _-- 24"X12" leo"GONG. FTG. W/ 3) #5'S E.W. El a -1 a a sk 22 D2 22 D2 D2 2'-4' 1�o'-(d' 2'-4"oil 40'-0" N N 0 uu to CAQ Q z tuQ N w O z 0 0 m 0 LL w r a 0 w s w z Lu 0 0 0 s 0 W z V N Lu O N N N 3 m d) Q� '13•z 75 19 C-0 �o �0 �s L Z -0 �s Q) 0 U m A TABULATION UPPER LIVING ---------------- LOUDER LIVING ---------------- 1,021 1,549 SF. 5F, TOTAL LIVING---------------- 2,5-10 5F. GARAGE--------------------- 426 SF. ENTR'►' PORCH---------------- 9-1 SF. LANAI ----------------------- 117 5F, FRONT BALCONI'-------------- N/A SF, REAR SALCONI'-------------- N/A SF. TOTAL UNDER ROOF 3,210 5F. GENERAL NOTES 1, CONTRACTOR TO VERIFT' ALL DIMENSIONS ON JOB SITE, 2, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY, AN1' DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLI' TO SUPERV15OR FOR CLARIFICATION, 3. ALL INTERIOR FRAME WALL DIMENSIONS TO 5E 31/2" UNLE55 NOTED OTHERWISE. 4. ALL EXTERIOR SLOC< WALL DIMENSIONS TO 5E 11/2" UNLESS NOTED OTHERW15E. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. LCO FLAN UJ/ D f SEN& I01 5 IlAll 1/8"=P-0" (11X1-1) 1/4"=P-0" (22X34) W9� L o� Q o �' no or � �- 0o L nn O f� L N Q Q� S to 'L 3 N Wn, X S Q} � S ,0 pH,J W (� L cz W U �0 0 S Ci Q � � L Lu SDL +' p � 00 U� p �Q) m � d -7(3� w L jr zLLI L 0 �0 o o� w \ 0 -P F S Lu �3 o �o z L L � 0 ) ~ 0� p S W z ' U S- ul \� p 21 � � 0 W U CL � 0 ILI TOTAL --------------20 PER &TH EDITION, 201-1 FLORIDA BUILDING FLOOR LIVE LOADS RESIDENTAIL CODE RESIDENTIAL FLOOR-------------- 40 DEAD LOADS UNINHABITABLE ATTIC >_ 4:12 < 12:12 FLOOR: STRUCTURE -------------- -1 PSF UNINHABITABLE ATTIC CEILINGS -------------- 3 PSF 20 MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF SLEEPING ROOM: ------------30 TOTAL --------------20 PSF PSF ROOF: SHEATHING -------------- 5 PSF PSF STRUCTURE -------------- -1 PSF ROOF LIVE LOADS CEILINGS -------------- 3 PSF (PSF) MECH/ELEC-------------- 5 PSF TOTAL --------------20 ROOF SLOPE PSF FLOOR LIVE LOADS OVER roOO RESIDENTIAL FLOOR-------------- 40 PSF UNINHABITABLE ATTIC >_ 4:12 < 12:12 WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC >_ 12:12 12 W/LIMITED STORAGE: ------------ 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 P5F BALCONIES: ---------------40 PSF PASSANGER VEHICLE GARAGE: - - - - 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEMBER _ ROOF SLOPE 0-200 201-600 OVER roOO 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 1( 14 12 >_ 12:12 12 12 12 WINE:) INFORMATION PER &TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE 1. BASIC WIND SPEED: -----------140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WINE) PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASK WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTES PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN 'a WASHER SPACE, 2. VENT DRYER THRU ROOF. 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE s REF. SPACE. 4. p0 NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. DENOTES CONC. BLOCK WALL HGT. e 9'-4n A.F.F. DENOTES CONC. BLOCK WALL HGT. a 10'-8" A.F.F. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 130-1.1 - M130-1.2 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERWISE. NOTE: DOOR FROM HOUSE TO GARAGE MUST BE SOLID WOOD DOORS NO LESS 1 3/S" I A.0 R302.5.1 FGRE,55 IJINDOW &CHEDUL= SH25 33 1/2" H. X 30" W. MIN. NET CLEAR OPENING 5.-1 SQFT FLOOR FLAN UJ/ NOT 5 11411 1/8"=1'-O" (1)X1-1) 1/4"=1'-0" (22X34) w PR. SN25 ---------------------------- in-LL 111111111111111m1111777711711 H 77 (2) ROSH. LANAI r-------- ---------� 9'4 CLG. lit X' 1 cin �d UJIC 1� ' N 4 9'4 CLG. 33.7 + r -------- 144.01-11 -------44.0 - I RASH. S/0X8/0 S.G.D. HB o r� x� �u 1+ CLG, 2 O I j II z Q N, I INK � / i i ~ ��� c� FAMIL=Y ® � Q O _ _ 9'4 CLG. MC C o "t U I II N 2 ------ --- �- (2)20roSBC. --------- - - - -- � 8 1 77 z x----4- TRAY CLG. \Y -70 N 0� LAUND. ';-;I-(L`' 1 10 t --- ----� y c�c`c) ----- - - - - -- CHUTE I I �� Q I to + DRYER I==1' _-_-= 28(o8 VENT 1-0-112 I 11 II 1 OT)II ii El 116 -AI 2 'O OLa) LL0 r, ch R-11 INSULATION CURB FL X 9'4 CLG. GARAGE 3080 FBG 9'4 CLG. 1.U/ 14" S.L. 13 133.71+ (o X3 440 - IA 11131 -A. GARAGE SHALL BE SEPARATEp SH255.3 SH25 CU. FROM THE RESIDENCE 4 ITS ATTIC F -3 50—F-1 35.3 + AREA BY NOT LESS THAN 1/2" GYP. 147.21- 147.21-1 �.PC�. BD. APPLIED TO THE GAR. SIDE. CLG PROVIDE 5/8" TYPE "X' GYP. BD. 10'89'4 . ' HB AT CEILING ONLY APPLIED PER- PEND I CULAR TO CEILING FRAME. 24.0 + 24.51-1 16/0X-1/0 OH.GR.DR. GROUT SOLID 42"H. WALL W/TEMP. GLS. SNCL. ABOVE RECE PLUM NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO Lu o luc U wnw coi 0� Q ON Q� 00 �L UL�o z3 Q)Q) �Q) � S n� w M LL QL Lu �� U a Lu � 00 CIA Q z� w LL Lu r U � 0 3m L LU � 00 Lu oQ) � 0 w� L o 00 Qp— Z L i Q1 �a E 0 Q) 0 Q z �u ��� 45 IL 0 Lu Q N 0 w u � o N � U GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CON5TRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY_ ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2" UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 71/2" UNLESS NOTED OTNERW15E. 5. PULL ALL DIMEN5ION5 FROM THE REAR OF PLAN, FF F� OOfR UJ/ E >M I X45 f 0 5 11411 1/8"=1'-0" NIXII) 1/4"=1'-0" (22X34) -vq �3 _M �N v� Ox SO .v � S _ cD ., ,0 �zz U � 0 a3 Q CS) � L Q s� w (Y - LU LU U� Q0 S m � L LU L O 0 �' r U v L LU 8 3 � N � � LU 0� w Luv fY ) 3 o �o z L � 0 S � N � i Q� w S w z U OL Ci � -�- w Q � N 0 LU N lL � CL t -- u N N O ~ � O LOAD INFORMATION TOTAL --------------20 PER 6TH EDITION, 201-7 FLORIDA BUILDING FLOOR LIVE LOADS RESIDENTAIL CODE RESIDENTIAL FLOOR: ------------40 20 DEAD LOADS UNINHABITABLE ATTIC >- 4:12 < 12:12 FLOOR: STRUCTURE -------------- -1 PSF UNINHABITABLE ATTIC CEILINGS -------------- 3 PSF 20 MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF SLEEPING ROOM: ------------30 TOTAL -------------- 20 PSF ROOF: SHEATHING -------------- 5 PSF PSF STRUCTURE -------------- 7 PSF ROOF LIVE LOADS CEILINGS -------------- 3 PSF (PSF) MECH/ELEC-------------- 5 PSF TOTAL --------------20 ROOF SLOPE PSF FLOOR LIVE LOADS OVER 600 RESIDENTIAL FLOOR: ------------40 20 PSF UNINHABITABLE ATTIC >- 4:12 < 12:12 WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC >--12:12 12 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 (PSF) TRI5UT,4RY LOADED AREA (60. FT.) FOR ANY STRUCTURAL MEMBER - ROOF SLOPE 0-200 201-600 OVER 600 0:12 < 4:12 20 16 12 >- 4:12 < 12:12 16 14 12 >--12:12 12 12 12 UJIND INFORMATION PER 6TH EDITION, 2017 FLORIDA BUILDING RESIDENTAIL CODE I. 5A61C WIND SPEED: - - - - - - - - - - -140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT- IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL- NOTES I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN 0 WASHER SPACE. . VENT DRYER THRU ROOF. PROVIDE COLD WATER LINE FOR ICE MAKER LINE a REF. SPACE. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. DENOTES CONC. BLOCK WALL Hr -3T. a 9'-4" A.F.F. DENOTES CONC, BLOCK WALL HGT. w 10'-8" A.F.F. 1, REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 130-1.1 - M 1301.2 I0. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE, ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERWISE. NOTE: DOOR FROM HOUSE TO GARAGE MUST BE SOLID WOOD DOORS NO LESS 1 3/8" IAW 8302.5.1 GR 55 WINDOW 5CH DUL 5H3050I 33 1/2" H. X 30" W. ( MIN. NET CLEAR OPENING 5.-( &aFT NOTE: ALL WINDOW& 5ILaL & TO 5E 2 M1N. A.F.F. R312.2 - FBCR (2011) Uf=f=EfR PL=00 FLAN UJ/ NOTE& 11411 1/45"=V-0" (11X1-1) 1/4"=V-0" (22X34) v LAUND. CI- 35.3 f 135.31+ 38.21-1 1472 - NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO Q) Lu 0� U� 9Q) o� Q 0� Q) o�o _j, LL Q) � �0 �4 0� Sx � S Q) �_ 1:3 N Q Lu m� Q) L w U �0 L 4 s � uj cl 01 �; is Q 00 z L� m L Lu 'L s r U � 0 3 O 0 oQ) 0> s U Q) � 0 w IIII � I-- L N � �� L Q) CA 0 I- r 0� C, z U � L w - o (D 0 � O (3) 3" FALSE "" PIPES- PROl E TA I L 6a N.T.S. (11X1-1) 11/2"=1'-O" (22X34) ALUM./VINYL SOFFI" "FT'PON" BRACKET 5KT14XI4 OR EaUA 3 D TAIL (oA 1/2"=1'-0" (11X17) 1"=1'-O" (22X34) XT Rf OR FINI&�4 NOTE6 I. LATH TO BE ATTACHED IAW R-103.1.1 OF THE 6TH EDITION, FBCR. 201-1 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R-1031.2 OF THE 6TH EDITION, FBCR. 2011 3. WEEP SCREED TO BE INSTALLED 1AW R-103.12.1 OF THE 6TH EDITION, FBCR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103.13 OF THE 6TH EDITION, FBCR. 2011 5. "ZIP 51'5TEM6" WALL SHEATHING MAT' BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. FIBERGLASS SHINGLES ,EL -la' -43/4" /HDR. HGT. 1X6 SMOOTH FINISH BAND FIBERGLASS SHINGLES E.L.10'-8314" /2ND. FN. FL. IT ,i, EL. 9'-4" /FLT. HGT. ,�,EL. 8'-O" /HDR. HGT. 18"X30" HF.RND. LOUV. VENT UJ/ 1X6 SMOOTH FIN. BAND 1X8 SMOOTH FINISH BAND SEL. 0'-0" /FIN. FLR. 3/8" TEXT. CEMENTITIOUS FINISH o, EL.19'-V/4" /PL -7/a" TEXT. CEMENTITIOUE ON METAL LATH OVER OSB. SHEAT FIBERGLASS SHIN( E6 -I0'-83/4" /2ND. R IT OL EL. 9'-4" /FLT, OEL. S'-0" /HDR. oL EL. 0'-0" /FIN. 12 12 6 D FfRONT ELEVATION 117411 /S"=1' -O" (11X1-1) 1/4"=1'-0" (22X34) FIBERGLASS SHINGLES 1X6 SMOOTH FINISH BAND 2 6A '-4 EL.19'-83%" /PL.HGT. EL.IS'-43/ " /HDR. HGT. 12'-4" /PLT. HGT. 0 ENTRY EL.10'-83/d" /2ND. FN. FL.� EL. 9'-4" /PLT. HGT. EL. a' -O" /HDR. HGT. ,6 IX6 SMOOTH FINISH BAND EL. 0'-0" /FIN. FLR. 3/a" TEXTURED CEMENTITIOUS FINISH �g I CSC 11�1�C1J CACI"ICM I 1 1 IVI.�� FINISH -FREAfR ELEVATION 1/8"=1'-O" (11X17) 1/4"=1'-0" (22X34) '�4 " /PL.HC�T. /HDR. HGT.,� 'IENTITIOUS .ATH OVER SHEATHING 2ND, FN. FL /FLT. HGT. /HDR. HG_T >" /FIN. FLR. 0L- ELJ13'-83/ " /PL.HGT. ogL,18'-43/4" /HDR. HGT. l/S" TEXT, CEMENTITIOUS FIN. ON METAL LATH OVER 1/16" OSB. SHEATHING EXTERIOR FINI&H NOTE& I. LATH TO BE ATTACHED [AW R103.1.1 OF THE (oTH EDITION, FBCR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IA.0 R-1031.2 OF THE &TH EDITION, FBCR. 2011 3, WEEP SCREED TO BE INSTALLED IAW R103,1.2.1 OF THE &TH EDITION, FBCR. 201-1 4. WATER RES15TANT BARRIER TO BE INSTALLED IAU R103.1.3 OF THE &TH EDITION, FBCR. 2011 5. "ZIP 5T-5TEM5" WALL SHEATHING MAT' BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. OL EL. 12'-4" /FLT, HGT. El,.10' - 83/4 " /2ND. FN. FL. OL EL. 9'-4" /FLT. HGT. EL. S' -O" /HDR. HGT. o, EL. 0'-0" /FIN. FLR. FIGHT ELEVATION 11411 1/8" =1' -O" NIX1-1) 1/4" =1' -0" (22X34) r,71-- fltr,i_C 3/8" TEXTURED CEMENTITIOUS FINISH LEFT ELEVATION 11,411 1/8"=1'-0" (11X11) 1/4"=1'-O" (22X34) FINISH EL.19'-83/4" /PL.HGT. EL -10'-43/4" /HDR, HGT. XT. CEMENTITIOU5 FIN. :TAL LATH OVER 111(o" OSB. SHEATHING L.10' - 83/4 " /2ND. FN. FL. EL. 9'-4" /PLT. HGT.,i., EL. 8'-O" /HDR. HGT. EL. 0'-0" /FIN. FLR. v N 4 0 LU ff w U N 0 z w O N w O z O m Q D LL w Z r_ 8 r h LU s LU Z LU N CA e d z cl 0 LU LU Q N F-- s w� 6� 4) i c 3 _(13 �N C0 W m4) o -o Q &-U VUL fL 0 N 0 0 - 24x40 OVAL MIRROR E i INTI0 ELEVATIONS 1/8" =1' -0" (11X1 -i) 1/4"=I'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONL T . SEE CABINET SHOP DRAWING& FOR FINAL VERIFICATION. HAr FBC5 ABV. ON C 2X4COI . 1 .-- l" 1 I n%-"1 1 W/ 12d CUT NAILS 6 (" O.C. c{1 (ED (11X1 -i) 1/2"=V-0" -0 (22X34) d w (P ca �k� 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF GUARDRAIL OPENING LIMITATIONS 4" IN DIAMETER MAX. 1 . 1 (11X1 -i) 1/2"=V-0" -0 (22X34) d w (P ca �k� a PER FBC 8301- TABLE R301.5 INK Dw. SP. GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF GUARDRAIL OPENING LIMITATIONS 4" IN DIAMETER MAX. 1 a PER FBC 8301- TABLE R301.5 INK Dw. SP. GUARDRAILS d HANDRAILS 200 P5F GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBG R312- R312.1.2 4 8312.13 4 R31113.1 GUARDRAILS HEIGHT 36" MIN. HANDRAIL HEIGHT 34' MIN. TO 38"MAX. GUARDRAIL OPENING LIMITATIONS 4" IN DIAMETER MAX. NOTE:HANDRAIL CONTINUITY PER R311.18.2. - HANDRAILS FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI8ER OF THE FLIGHT TO A POINT DIRECTLY ABOV. THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TOA WALL SHALL HAVE A SPACE OF NO LESS THAN 11/2"(35MM) BETWEEN THE WALL AND THE HANDRAIL. FIBERGLASS SHINGLES N 1(� rel PRE -ENG. UJD. TRU56ES- 5YSTEM e 24" O.C. INSULATION PER 2011 FBC- ENERGI' CONSERVATION - 6TH EDITION i,:L. 1S'-83%" /PLT. NGT. IF aL. 18'-43/4" /HDR. HGT. E,..10'-83/4" /2ND. FN. FL. EL. S'-4" /FLT, HGcT. EL. 8'-0" /HDR. NGT. EL_ 0'-0" /FIN. FLR. le: ce s/4" QTR. RND, 3/4" FINISHED PLYWOOD (TYf=.) 11 1'-4" 1/S" =1' -O" ( IXII) 1/4"=I' -O' (22X34) TRAM' CEILING M CLAN I CAL /G 1NERAL NOTE& 200AMP WP. #4/0 ALUM. S.E.R. BREAKER 2004 -MAIN BREA<ER PER &TH ED. 201-1 FLA BLD. CODE -RESIDENTIAL I.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE NI INSIDE PANEL COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY METER # S RMX TO RNG. CODE FOR BUILDING CONSTRUCTION 610.1 ABC.I # 10/3 TO DRYER # 10/2 TO W/H 2.)APPLIANCES SHALL BE ACESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT SECONDARY A/C 4 A/H T.B.D. WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY # 14 FOR LIGHT A) CHAPTER 13 OF THE FBG -R 201-1 6TH SECTION UTILITY CO. AND FOR M1305.1 INTERIOR PANEL 3.) 418 CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED _ INTERSYSTEM BONDING = FROM THE RETURN AIR SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1602 OF THE BOND #4 BARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(4)(3) 4_) IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V BRANCH CIRCUITS SUPPLYING OUTLETS OR ELECTRICAL RISER DIAGIRAi l DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE: N.T.5. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL BEDROOMS, DENS CLOSETS, SUNROOMS, ELEC. CODE 250.52(AX1) TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAYS OR SIMILAR AREAS 250.52(AX3) Concrete -Encased Electrode. SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. Concrete -encased electrodes can be horizontal or 5.) 14W NEC 2014- 406.12, ALL 154 AND 204, 125V vertical and must be at least 20 ft. long. RECEPTACLES SHALL BE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT. vertical and must be at least 20 ft, long. 6J ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING are not less than % inch in diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SHALL BE Ft. lona, encased in 2 inches of concrete± (2) 20 ft. WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE of bare copper conductor not smaller than No. 4 SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ AWG encased in 2 inches of concrete. A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL The steel reinforcing rods must be in a location that ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 is in direct contact with the earth. The reinforcing 4 8314,4. MODEL#TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a single BRK: SMOKE -91208, C/O- SC9120B length of rod can be used as the concrete -encased KIDDE: SMOKE -21007581, C/O 21006377-N electrode. The reinforcing rods cannot be coated with non-conductive material, 5.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE Section 250.50 requires a concrete -encased OF IGNITION IS MINIMUM 15" ABOVE GARAGE FLOOR electrode to be connected to the grounding UNLESS WATER HEATER IS LISTED AS FLAMMABLE electrode system if it is present. Several states VAPOR IGNITION RESISTANT. IAW FBCR 2011, have modified this requirement to say a 6TH ED. P2801.1 concrete -encased electrode must be used as a grounding electrode only if it is available. In those S.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING jurisdictions, if the footings or foundations have WATER HEATERS HAVING AN IGNITION SOURCE TO been poured before the electrical contractor BE ELEVATED SUCH THAT THE SOURCE OF IGNITION arrives at the site, and a reinforcing rod is not IS MINIMUM V ABOVE GARAGE FLOOR UNLESS IT 15 available For use as a grounding electrode, then a LISTED AS FLAMMABLE VAPOR IGNITION grounding connection to the reinforcing rod is not RESISTANT. IAW FBCR 2011, 6TH ED. required. 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) LsCTRICALs L=GND 0 SINGLE POLE 5WITCH Ei JOUTLET, TV/CABLE THREE WAY SWITCH 4 OUTLET, PHONE OUTLET 110-115 INTERCOM :(D JOUT. 110 -115,5f -LIT WIRED ® CHIMES OUT. 110-115, UJ/ USB 15MC<E DETECTOR OUT. 110-115, CLGo. MOUNT. cr-t CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. of PUSH BUTTON 0 51=CL. PURPOSE 220-240 Q EXHAUST FAN LIGHT FIXT., CLG. MTD, EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD.OQ DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST. ICEILINGFAN, PREWIRE LIGHT FIXT., PULL CHAIN Q CEILING FAN, INSTALL l=O=:C LIGHT FIXT.,FLUORE5CENT QJ ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT ExiT LIGHT FIXT., EMERG. EXIT ® p15CONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER r — _ FIRST L=OO ELECTFICAL FLAIL 1/5" =1'-O' (11XII) 1/4"=l' -O" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS M G�4ANICALe/GENERALS NOTES PER 6TH ED, 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 010.1 ABC] 2.)AP=LIANCES SHALL BE ACESS15LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. A) CHAPTER 13 OF THE FBC-R 2011 &TH 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 M1ro02 OF THE FBCR CODE 2011 6TH EDITION. 4.) IAW NEC 2014- 210.12 -ALL 15A 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, GLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 50 IAW NEC 2014- 406.12, ALL 15A AND 20A, 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 & SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTER' 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 -9120B, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N a.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" ABOVE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 201-1, roTH ED. P28011 (B.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 15" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, 6TH ED. 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) LECTRICAL LG ND 0 SINGLE POLE SWITCH 0 OUTLET, TV/CABLE THREE WAY SWITCH 4 OUTLET, PHONE OUTLET 110-115 Di INTERCOM OUT. 110-115, SPLIT WIRED cm CHIMES OUT. 110-115, W/ USB 0 SMOKE DETECTOR OUT. 110-115, CLG. MOUNT. I GM CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. Di PUSH BUTTON 0 SPCL. PURPOSE 220-240 EXHAUST FAN L16HT FIXT., CLG. MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL Q LIGHT FIXT., REC. ADJUST. ICEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN Q CEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT QJ ELECT, JUNCTION BOX LIGHT FIXT., EXT. FLOODS T THERMOSTAT ExIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER 200AMP WP. #4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER NI INSIDE PANEL METER F1 # 8 RMX TO RNG. # 10/3 TO DRYER # 10/2 TO W/H SECONDARY A/C 4 A/H T.B.D. FEED BY # 14 FOR LIGHT UTILITY CO. AND PWR INTERIOR PANEL f INTERSYSTEM BONDING TERMINATION BOND 1*4. BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) ELECTRICAL RISER D IAGRAI"I NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 25OB2(AXU TO ((o), LOCAL CODES, AND THE LOCAL POWER 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 'h 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. L�ffR FL=00R ELECTRICAL= PLAN i/a" =1' -0" OIXII) 1/4"=V-0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS 0 Q LU LL LU u C1 Q Z w LijN tx LU O U z m d 0 O LU Z LH U r_ 0 O i✓ Q s LU W N a F_ D Q O LU N LU O ff U i -0 �s Of pBL. 2X TOP PLATE 45 e EA. PLT. TO CRIPPLE TO HDR. �-2X CRIPPLES s 1(o" O.C. ANCHOR BOLT UJ/ 2" I WASHER- a 32" O.G. MAX L L � MINIMUM i" EMBED. EDETAIL /2"=1'-0" (11X1-() I"=1'-0" (22X34) 5FG. UJ/ Uf=L- f FT NOTE 5 1. TT'PICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. T"�'PICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRI' PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED 51' TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STAB I L I T1' IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA SCSI 1. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLA T MENT TO BE INSTALLED I,4W FBCR 2011, &TH EDITIOi 8905.2.3. f 5T FL 00 T U&5 L A AUT 11411 1/S" =1'-0" (11X1-() 1/4"=P -O' (22X34) z N 0 LLI LL Q� w Q Q Q z Lu Q uj Qf w CkO z d Q d IX 0 L!_ w z r 0 N z O w w z W 0 ci N F�- 0 W w 0 N N co Q� Lu 0Q) for U w9� L 0� Q 0� no (07 �� �0 LL 6D L �Q 3 o� Q)Q � S V 0U LV av REVISIONS BY 12-01-14 RDC C Z t w E g N Q) EA. STUD awe$ ui SI TO TOP V O Q PLATE U) M 0 O UL U) c UL 2 2X8 HEADER W/ 1�2' Q 0 0 Q PL''WD. FLITCH PLATE U) ��n 11 U z �W w (SPAN UP TO (o') U.N.O. DATE 03-21-12 SCALE AS NOTED DRALLN RDC JOB 25'12 SHEET 111 2 2X12 HEADER UJ/ PL)"WD. FLITCH PLT. (SPANS (o' TO 12') U.N.O. EA. HEADER 45)e TO HDR. STUDS DBL. 2X FULL LENGTH STUDS DBL. 2X HEADER STUDS ( SGL. HDR, STUD FOR SPAN (o' OR LESS, U.N.O. ) 1 2X STUDS S fro" O.C. 111 2X P.T. SOLE PLAT I& EA. STUD TO S1 SOLE PLATE ANCHOR BOLT UJ/ 2" I WASHER- a 32" O.G. MAX L L � MINIMUM i" EMBED. EDETAIL /2"=1'-0" (11X1-() I"=1'-0" (22X34) 5FG. UJ/ Uf=L- f FT NOTE 5 1. TT'PICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. T"�'PICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRI' PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED 51' TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STAB I L I T1' IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA SCSI 1. 6. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLA T MENT TO BE INSTALLED I,4W FBCR 2011, &TH EDITIOi 8905.2.3. f 5T FL 00 T U&5 L A AUT 11411 1/S" =1'-0" (11X1-() 1/4"=P -O' (22X34) z N 0 LLI LL Q� w Q Q Q z Lu Q uj Qf w CkO z d Q d IX 0 L!_ w z r 0 N z O w w z W 0 ci N F�- 0 W w 0 N N co Q� Lu 0Q) for U w9� L 0� Q 0� no (07 �� �0 LL 6D L �Q 3 o� Q)Q � S V 0U LV av REVISIONS BY 12-01-14 RDC C Z t w E g N Q) �yo 8 N awe$ ui V O Q U) U) M 0 O UL U) c UL Q 0 0 Q U) ��n 11 U z �W w DATE 03-21-12 SCALE AS NOTED DRALLN RDC JOB 25'12 SHEET 111 OF SHEETS ATTIC VENTILATION CALCULATIONS PER F5C201'1 6TH EDITION RaO(o: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED 5PACE: TOTAL VENTED SPACE: 2189 S.F. = 7.30S.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 3.64S.F. PROVIDED W/OFF RIDGE VENTS: 4 VENTS ' .97S.F. /VENT. (VENT Ti'PE: LOMANCO MODEL 170-D OR MILLENNIUM METAL) LOWER PORTION VENTILATION TOTAL: - - - - - - - 6.96S.F. PROVIDED W/ VENTILATED SOFFITS Q EAVE:- - ( 80 L.F. a 0.0878.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE: 50% LOWER PORTION PERCENTAGE: 50% NOTE& 1. T T PICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TT'PICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL A550C. STANDARDS AND/ OR ACCEPTABLE INDUSTRI' PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (201-1) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED Bi TRUSS MANUFACTURER OR FL, REG. ENG. 5. TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA BCSI 1. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. 1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 201-1, 6TH EDITION U�� PL �� �I I �� LA'�-OUT iiAii8905.2.3, l 1/511=1'-O" (11X1-1) 1/4"=V-0" (22X34) U N N 0 Lu Lu u 0 Q Q z Lu D w 0 0 U Z n m Q 0 0 LL w r 0 N Z 0 0 w Lu z Lu N 0 9 z o- r e 0 Q N Z 0 w z Lu 0 0 Lu w u -Z 10 w L,,,Q6) U� W 9Q) 0 � Q 0� 0C== ILJL- to OL 0 O � L • 't N Ujl 7[ Q N (� L N N •� c 3 N S Q) H •N Z V � � W m N W U � Q O 9-3 n� W 0 � QO L Q� f� � Q •N N LL �0 W L Dr r UN 3 � � Q 0� Q) lu S O Q) � N Q W �, N LU Qi W L E L 0 � Q Z L L 3 �Q 0 S CU N E z ofu Q� Q) it S LU � � L N OL o W Q N N 0 ui N H n O ~ � O FOLLOW DETAIL W2/D4 ROOF DECKING PRE -ENG. GIRDER- 24" O.G. � IF APPLIES) PRE -ENG. WD. FLOOR FOR TOP OF WALL TRUSS 24" O.C. (IF APPLIES) 241 (2) a TRUSS TO DBL. 2X TOP 1 LATE PLATE TO BEAM DBL, 2X TOP PLATE 45 E .PLT. TO CRIPP E TO HDR. �72X CRIPPLESc 11 ; 1 " O.C. (2) 126'5 a BTTM, PLT. DBL. 2X TOP PLATE TO EACH TRUSS 2X4 BLOCKING W/ 2-126 _ O.C. PRE -ENG. WD. GIRDER TRUSS 81 TO TOP UD STRUCTURAL SHEATHING 3/4" PLYWD. SUB-FLR. ATTACHED PER NAILING SCHEDULE- SEE DETAIL 2 2X(o HEADER W/ 1/2' PLATE 1/D5 45 PLYWD. FLITCH PLATE ADD EA. STUD IF (SPAN UP TO ro') U.N.O. 2 2X8 HEADER W/ 1�2' i/D5 IS OT FOLLOWED 2X8 HEADER W/ i�2' 2 2X12 HEADER W/ �� " PLYWD. FLITCH PLATE PRE -ENG. WD. (OR ONE Q GANG STUDS) PLYWD. FLITCH PLATE 2 (SPAN UP TO 6) U,N,O. (SPAN UP TO �') U.N.O_ PLYWD. FLITCH PLT. TRUSSES 2 2X12 HEADER W/ '/2 " (SPANS (o' TO 12') U.N.O. 2 2X12 HEADER W/ 1/2 " PLYWD. FLITCH PLT. PLYWD. FLITCH PLT. ( ANS 6' TO 12') U.N.O_ DBL. 2X FULL LEN( -STH (SPANS t ' TO 12') U.N.O. E T AI HANGER BY TRUSS 45e BEAM TO EA. STUDS ( SGL. FULL MANUFACTURER JACK STUD 45 EA. HEADER LENGHT STUD FOR SPAN TO HDR. STUDS 41/2"=I' -O" (11X17) 1"=1'-0" (22X34) DBL. 2X JACK STUDS (o' OR LESS, U.N.O. ) FOLLOW DETAIL W2/p4 ROOF DECKING DBL. 2X FULL LENGTH DBL, 2X HEADER STUDS STUDS ( SGL. HDR. DBL. 2X FULL LENGTH FOR TOP OF WALL STUDS STUD FOR SPAN (o' OR LESS, U.N.O. DBL. 2X HEADER (2) 126'5 � BTTM. PLT. STUDS C SGL. HDR_ TO EACH TRUSS gg STUD FOR SPAN (o'2X STUDS � 1611 O.C. OR LESS, U.N.O. ) PRE -ENG. WD. GIRDER 2X4 BLOCKING W/ 2-126 COLUMN TO TRUSS 16" O.C. TIE BEAM 2X STUDS la 1(o" O.C. 3/4" PLYWp. SUB-FLR. 2X P.T. SOLE PLATE 2X P.T. SOLE PLAT PRE -ENG. WOOD--7T----17--��—TI----7T----I-(--- TI— ----TT � EA. STUD TO TRU55E5 a 24"0. STRUCTURAL SHEATHING ATTACHED PER NAILING SOLE PLATE SCHEDULE- SEE DETAIL \xx 1/D5 --J-----��---��-------11---------�- LI- - - - 1 h In 'All... n�=TAH HANGER BY TRUSS '/2 "0 ANCHOR BOLT W/ 2" -' i 1/2 "4, ANCHOR BOLT W/ 2" WASHER- 'a 32" O.C. MAX WASHER- -w 32" O.C. MAX 'MINIMUM �" EMBED. ' � ' MINIMUM "I" EMBED. ' L L _7 L _7 L _7 L _7 r`�) �= T A I I 7 A I I 9 MANUFACTURER . C BRGl,U/O I,�PL< I �" (BRG. W/ l�PL-I tT 5 �41/2`=V-0" (11X17) 1"=1'-0" (22X34) J4 1/2"=1'-0" (11X1-1) 1"=1'-O" (22X34) Q4,/)l/2"=V-0" NIXII) 1"=1'-0" (22X34) Q4_,/)1/2"=1'-0" (11X10 1"=1'-0" (22X34) PRE -ENG. GIRDER PRE -ENG. GIRDER TRUSS TRUSS CABINET FACE TO MATCH CABINET DOOR — — -- — — 15"X18" CABINET DOOR / x \\ DBL. TOP PLT. 3� TO SS&TUD 3-1 R (2) � STUD TO � TRUSS JR PRE -ENG. WD. FLOOR TRUSSES 6 24" O.C. 1" METAL FLANGE DBL, 2X TOP OF METAL CHUTE PLATE (3) 2x4 BUILT-UP I r kmKK co STUD COL MID -WALL BLOCKING METAL LAUNDRY SQUARE I (3) 2x4 BUILT-UP CHUTE EA, STUD TO STUD COL TO TIE BEAM OROST 43 SOLE PLATE ADD SOLID BLKG. UNDER POST �� PLYWD. SUB-FLR. 3/4 ° PLYWOOD 1/2"4, ANCHOR BOLT W/ 2" 3,4" PLYWOOD 3/4COLUt"IN SUB -FLOOR WASHER- 'a 32' O.C. MAX g8 TIE BEAM TO SUB -FLOOR MINIMUM -1" EMBED. PRE -ENG. FLOOR 2X P.T. SOLE SYSTEM a 24" O.C. PLATE ° jj�Li L -i Fr " PRE -ENG. LVL OR GIRDER OR HEADERL J\\ -- WALL- -I-1----IJ-----L►,1 -1- -----L----U--- 1" FLANGE ON CHUTE WD. TRIM REINFORCED CON(. FTG, SEE FOUNDATION PLAN LAUNID Cfi4UT DETAIL ESOLID BLOCKING T A I tA UNDER COLUMN �T� f 3 1/2"= 1'-0" (11X1-1) I"= 1'-0" (22"x34") I/2"=1' -O" (I]XI-i) I"=1'-0" (22x34) 14 1/2"=1'-O" (11X1-1) I"=1'-0" (22x34)1/2"=V-0' "- '- " 14 (11X17) 1 -I O (22x34) 4 _w LL ct w N Q Q z w 0 w 0 u z O 73 Q 0 u_ w r 0 N Z O w s Lu s Lu N Q z 9 Y- e 0 z d N O 0 w N w 0 L _-3 [ �J TA '/2 "0 ANCHOR BOLT W/ 2" -' i 1/2 "4, ANCHOR BOLT W/ 2" WASHER- 'a 32" O.C. MAX WASHER- -w 32" O.C. MAX 'MINIMUM �" EMBED. ' � ' MINIMUM "I" EMBED. ' L L _7 L _7 L _7 L _7 r`�) �= T A I I 7 A I I 9 MANUFACTURER . C BRGl,U/O I,�PL< I �" (BRG. W/ l�PL-I tT 5 �41/2`=V-0" (11X17) 1"=1'-0" (22X34) J4 1/2"=1'-0" (11X1-1) 1"=1'-O" (22X34) Q4,/)l/2"=V-0" NIXII) 1"=1'-0" (22X34) Q4_,/)1/2"=1'-0" (11X10 1"=1'-0" (22X34) PRE -ENG. GIRDER PRE -ENG. GIRDER TRUSS TRUSS CABINET FACE TO MATCH CABINET DOOR — — -- — — 15"X18" CABINET DOOR / x \\ DBL. TOP PLT. 3� TO SS&TUD 3-1 R (2) � STUD TO � TRUSS JR PRE -ENG. WD. FLOOR TRUSSES 6 24" O.C. 1" METAL FLANGE DBL, 2X TOP OF METAL CHUTE PLATE (3) 2x4 BUILT-UP I r kmKK co STUD COL MID -WALL BLOCKING METAL LAUNDRY SQUARE I (3) 2x4 BUILT-UP CHUTE EA, STUD TO STUD COL TO TIE BEAM OROST 43 SOLE PLATE ADD SOLID BLKG. UNDER POST �� PLYWD. SUB-FLR. 3/4 ° PLYWOOD 1/2"4, ANCHOR BOLT W/ 2" 3,4" PLYWOOD 3/4COLUt"IN SUB -FLOOR WASHER- 'a 32' O.C. MAX g8 TIE BEAM TO SUB -FLOOR MINIMUM -1" EMBED. PRE -ENG. FLOOR 2X P.T. SOLE SYSTEM a 24" O.C. PLATE ° jj�Li L -i Fr " PRE -ENG. LVL OR GIRDER OR HEADERL J\\ -- WALL- -I-1----IJ-----L►,1 -1- -----L----U--- 1" FLANGE ON CHUTE WD. TRIM REINFORCED CON(. FTG, SEE FOUNDATION PLAN LAUNID Cfi4UT DETAIL ESOLID BLOCKING T A I tA UNDER COLUMN �T� f 3 1/2"= 1'-0" (11X1-1) I"= 1'-0" (22"x34") I/2"=1' -O" (I]XI-i) I"=1'-0" (22x34) 14 1/2"=1'-O" (11X1-1) I"=1'-0" (22x34)1/2"=V-0' "- '- " 14 (11X17) 1 -I O (22x34) 4 _w LL ct w N Q Q z w 0 w 0 u z O 73 Q 0 u_ w r 0 N Z O w s Lu s Lu N Q z 9 Y- e 0 z d N O 0 w N w 0 10" 3/4" PLuJD. SUB -FLOOR 2X8 JOISTS 0 16" O.G. MAX. 2X12 TREADS - CUT TO FIT N m - 1X8 SKIRT BD. 2X8 LEDGER- ATTACH TO STUDS UJ/ ' r (2) 12d e EACH STUD 1 181 JOISTS TO LEDGER 2X'S e 16" O.C. MAX , *ADD 2X4 VERTICALS 'a 16 "O.C. AS '/z PLYI.UD. BLOCKING REQUIRED BY MUNICIPALITY- TO BE 2X12 STRINGERS PLACED DIRECTLY UNDER LEDGER DATA: TOTAL RISE. 10'-8 3/4" (1-1 RISERS 6 19/16" EA.) TOTAL RUN: 13'-4" (16 TREADS 'a 10" EA.) T'rF, STAffR CONN CT- STAT �IDETAIL� 3/4"= 1'-0" (11X11) 11/2"= 1'-0" (2211X3419 PLATFORM FRAMING 3/4"= 1'-0" (11X1-) 11/211= 1'-0" (22"X34") STAIR DATA 11/411-211 MAX 3/4" PLWD. SUB -FLOOR CONTINUOUS HANDRAIL IAW (oTH 5ECTION-F5CR(201-1)- R311, INSTALL 34"-38" ABV. PRE -ENG, FLOOR TRUSSES TREAD NOSING 24" O.C. MAX. Z 4) K � BALUSTRADE HANDRAIL BRACKET ATz 6'-6"O.C. MAX- SELECTED BY OTHERS -SEE MANUFACT. RECOMMENDATIONS 0 FOR ATTACHMENT SOLID 2X4 WOOD BLOCKING c� AT EACH BRACKET " 2X4 LEDGER IN BETWEEN m STRINGERS- ATTACH TO FLR, TYPICAL INTERIOR WALL TRUSS W/ 12d NAILS e 6" O.C. CONSTRUCTION 4 (2)12d e EA. END OF LEDGER TOE -NAILED TO STRINGER 7rF, k4AN[DfRAL L, ETTSF, STA�F� CONN CT, 2 3/4"= 1'-0" (11X1-() 11/2"= 1'-0" (22"X3411) �J 3/4"=1'-0" (11X10 11/2"=1'-O" (22"X34") STRINGER TO FLOOR TRUSS NOTES: STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 201-1, 6TH EDITION SECTION 8311.7 MAX. HGT. OF RISER TO BE -73/4" MIN. WIDTH OF TREAD TO BE 9"(EXCLUSIVE OF NOSING) Zrri, ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING 3/16" MAX. VARIATION IN RI&ERS/TREADS ADJACENT TO EACH OTHER 3/6" MAX. VARIATION IN ANY RISER/TREAD HAND RAIL CIRCULAR CROSS SECTION DIA. 2X4 P.T. IN BETWEEN STRINGERS- ATTACH TO TO BE 1 1/4 - 2 OR TO PROVIDE EQUIVALENT SLAB UJ/ 126 CUT NAILS 'm 6" O.C. AND (2) 12d GRASPABILITY. EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS: MIN. 6" WIDE 'a NARROW END 34"MIN.-38"MAX., HANDRAIL HGT. 7rF, 5TA�FR CONNECT, HEADROOM CLEARANCE MIN. &'-&" 3/411 P-0" (11X17) 11/2"= 1'-0" (22"X34") STRINGER TO FLOOR CONNECTOR SCHEDULE CONNECT. S MPSON USP MAX. LAT. LDS. TYPE DESCRIPTION FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-106 x 11/2" ETA20 14 -loci 1,810 65 / 960 5 DETAL20 ]a -loci x 1 1/2 " N/A N/A 2,480 2000/ 1310 20 H3 RFT: 4-Sd / PLT: 4-Sd RT3 RFT: 4-Sd / PLT: 4-Sd 455 125 / 16O 21 H1 RFT:6-Solxll/2 "/PLT:4-0d RT15 RFT:5-5dxll/2 "/PLT:5-ad 415 485 / 1(o5 22 H1OA RFT: (9)10d x 1 1/2" RT16 RFT: 8-Sd x 11/2" 990 585/525 PLT: (9)10d x 1 1/2" FLT -8 -ad 23 LU526 HDR: 4-10d/J6T: 4-10d JU526 HDR: 4-10d/JST: 4-106 935 N/A 24 H-iz RFT / TRS: (4)Sd RT20 RFT / TRS: 9-106 985 400 / N/A PLT / STD: (2)5dX 1 1/2" (8)SD PLT / STD: 13-10d 26 H2.5A RFT:5-Sol / PLT: 5 -Sol RTI RFT:5-Sd / PLT: 5 -ad 415 150/150 34 A34 H:4-Odx11/2 "/P:4-Solxl1/2" MP34 H:4-Scix11/2 "/P:4 -801x1'/2" 365 200/303 35 A35F H:4-adxll/2 "/P:4-5o1xl1/2" MPAIF H:6 -801x11/2 "/P:6 -86x11/2" 440 440 / N/A 31 MT612 14-10d MTW12 14-106 1,000 N/A 38 MT516 14-106 MTWI(o 14 -loci 1,000 N/A 43 L6TA12 10-106 L,5TA12 10-1001 905 N/A 45 5T18 14-16d 5T18 14-166 1,200 N/A 41 L5TA24 18 -loci L5TA24 18-lod 1,295 N/A 71 M6TA36 26-10d MSTA3�o 26-10d 2,135 N/A 12 MSTC66 64-1601 SINKERS N/A N/A 5,495 N/A -i9 SP1 5TD:6 -10d / PLT: 4-1001 5PT22 6TD:4 -1001 / PL T:4 -1001 535 5&01200 So SP2 5TD:6 -1001 / PLT:6 -10d &PT224 STD:6 -1001 / PLT:6 -106 605 560 / 260 Sl &PH4,6,8 12-106 x 11/2 " TP4,6,48 12-10d x 11/2" 885 N/A 90 45U66 12-16d PAU66 12-16d 2,240 N/A 89 CB6 6 (2) Na" BOLTS PASXS 4-10d 2,300 985 92 A5U44 12 -166 PAU44 12 -16d 2,200 N/A 93 AC6 (MAX) 28-16d P5666 24-16d 1,815 1,010 94 AC4 (MAX) 28-16d P5544 24-16d 1,815 1,010 95 HT520 20-10d HTW20 20-10d 1,450 N/A 96 HDSA SILL: 14" BOLT HHDSA SILL I/s" BOLT 910 N/A 5 5TUD:(3) /$ X /2 BOLTS STUD:(3) /8 X5 /2 BOLTS 99 A35 H:4-Sdxll/2 "/P:4 -801x11/2" MPAI H:(o-Sdxll/2 "/P:6-ScixII12" 440 440 / N/A 98-101 HTT4 rl/8" BOLT/ 18-16dX21/2" N/A N/A 3,640 N/A 9-i-100-102 HTTS /'s" BOLT/ 26-10d N/A N/A 4,2-15 N/A 103 VGTR/L 32-5D51/4"X3"/(2) 5/8" 8LT N/A N/A 3,990 N/A 104 HDUS-&D52.5 1/5" 5LT/20-SDS 1/4"x2 1/2 " N/A N/A 5,020 N/A 110 HCP2 12-10d x 11/2 If HHCP2 20-10d x 11/2 If 520 260 / N/A 16-1 HHU&46 H:14-16d/J:6-16d THD46 H:8 -1801/J:12 -10d 1,550 N/A 168 U46 H.S-10d/J:4-10d 5UH46 H:S-166/J:4-16d 710 N/A 181 HU526 20-16d THD26 H:20 -166/J:10 -10d 1,550 N/A 184 HHU52S-2 G:28 -16d / T:8 -16d EHUH28-2 12-1601 2,000 N/A 214 HUC212 -3TF D:16 -3/16 "X1 1/2 If TAf=CON BM: 6 -16d HD0212 - 3 HD:18-3/16 "X1 1/2 " TAPCON BM: 6 -106 1,135 N/A 215 HGU5210-2 HDR:46-16d/J5T:10-1601 EHUH210-2 HDR:40-16d/JST:16-10d 2,720 N/A 216 HUS412 BLOCK: 10-1/4"X11/2" TG JOIST : 10-16d HU&412 BLOCK: 10-'/4"X11/2" TC JOIST : 10-166 3,240 N/A 21-1 HU5212 -2 BLOCK: 10-1/4 "X 11/2 " TC JOIST : 10-166 HUS212 -2 BLOCK: 10-1/4 "X11/2 " TC JOIST : 10-16d 2,630 N/A 219 MBHA412 H: i-ATR3/4 XS TOP 4FACE 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 BLK: 1/2 "41 J /JST:14-10d 1,620 N/A 226 MBHA4.-f5/12 HDR : (2) 314"(P x S" JOIST : 18-1001 NFM45U HDR : MIN. 1/2 "0 "J" BOLT JOIST : (5) 1/2 "10 BOLTS 2 160 N/A 231 MBHA3.56/16 HDR : (2) 3/4"0 x S" JOIST : 18 -loci . NFM35X16U HDR :MIN. 1/2 "4XJ-BOLTS JOIST : (5) 1/2 "0 BOLTS 3 450 N/A 232 M5HA5.50/16 HDR : (2) 3/4"0 x 8" JOIST . 18 -loci NFM5.5X16U HDR :MIN. 1/2 "0xJ-5OLT5 JOIST : (5) 1/2 "0 BOLTS 3/450 N/A 240 H15 :4-10dxll/2 "/P:4-Iodxl1/2 N/A N/A 1,300 480 / N/A 241 LGT2 30 -16d -sinker LUGT2 32 -loci 2000 1015 / 440 301 MGT (1) 3/4 "BLT&./GIR: 22-10d N/A N/A 3,965 N/A 302 HGT-2 or 3 LTL:-/4"BLT&./GIR: 8-10d U5C63 LTL:3/4"BETS./GIR: 8-1601 6485 N/A 303 HGT-4 LTL:3/4"5LT5./GIR: 16-10d N/A N/.A 9,250 N/A 401 5UR/1-414 FACE:18-1601/J&T:8-1601 N/A N/A 1100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED BY TRUSS MANUFACTURERS v✓ � ori 0E U� Q) 0� a 0� �0 O �L 0� LL 00 (� L cA i �3 0� Q) � S 41 N ,1 CALL Q� L U � Q z �4 Lu w s41 w 61 4 :7,m 0 00 L n )Q) m � L w LD 0 0 r U I- 8 3� L 00 CIA uj o> s U� � 0 w 3: CIO0 L Z Q)Q) 0 � S C �a Z N F z� F- CA S z �U w C, � � 0 F F- 0 0 U TOP RAIL SPINDLES — �4"O.C. m PRE -ENG. WD. TRUSSES PRE -ENG. WE). TRUSSES � 2X12 OVER ___(:3a)TOf= OF LVL e 24" O.C. 6 24" O.C. 3/4" SUBFLOOR- NO SEAM e BALCON'Y' ' PRE -ENG. WE). FLOOR EA. TRUSS -UNLESS EA. TRUSS -UNLESS 2X(o KICK PLATE GIRDER TRUSS NOTED OTHERW15E NOTED OTHERW15E DBL. 2X4 TOP PLATE 1X6 WD. TRIM 'a POST TO PLATE '45 TO GIRDER TRUSS 2X12'5 � 12" O.C.- TOENAIL TO LEDGER FILL IN FRAMING -------- DBL. 2X TOP PLATE DSL. 2X TOP PLATE 2X4 LEDGER- ATTACH TO LVL W1 126'5 a (o" O.C. STAGGERED ; ; S1 EA. STUD TO TOP PLT. SI EA. STUD TO TOP PLT. 2X12 BLOCKING 0 12" O.C. 2X'5 e I(o" O.C. 2X'6 I(" O.C. MID -WALL BLOCKING MID-UJALL BLOCKING 1/2"= 1'-0" (11X17) i"= 1'-0" (22"X34") 4X(o PARALLAM POST PRE -ENG. WD. TRUSSES X24"O.C.I� S1 � POST TO PLATE 212X P.T. SOLE PLATE --\ ' 7/16" OSB. EXTERIOR -f/leo" OSB. EXTERIOR SEE ELEVATION SHEATHING -NO 5EAM5 W11 SHEATHING -NO SEAMS W11 16" ABOVE OR BELOW 1(o" ABOVE OR BELOW REINFORCED CON(. FTG. ; 1/2`0 ANCHOR BOLT l.U/ 2" JOINT AT 2ND. FLR. WALL = JOINT AT 2ND. FLR. WALL ---2X4 TOP SEE FOUNDATION PLAN L WASHER- 3" MAX. FROM AND FLOOR TRU55 2X SOLE PLATE AND FLOOR TRUSS 2X SOLE PLATE 22 • EA. TRUSS PL E� `-� POST- MINIMUM 7" EMBED. 3,4 PL �/1�" OSB9� ''WOOD 5U5 - 2X4 6 1� O.C. ID� A I L O DFLOOR 0 3 E z BL. 2X TOP PLT_ z � �� ,� – – 81 • STUD TO PLATE SHEATHING �� 1/2��- -1 -O (11X17) i��- -1� -O 022X34) EA. STUD TO d 45 PLT. TO STUD " d) ABOVE , CONNECTION 'a EA, 106 CUT NAILS 2X4 BLOCKING TO TRU55- SEE SHT. OS 6 12" O.G. FORM ARCH z z , I 4 1 EA. VERT. 2X4 IX4 P.T, FCONC. BLOCK WALL \11� 1/2" THREADED ROD CONC, BLOCK WALL OR PRE -ENG. WD. TRUSSES ° d r d ° ° 32" O.C. MAX. TRU55ES 'a 24" O.C. 4 KNEE WALL IF 2X4 P.T. BOTTOM PLATE APPL ICAIBLE I °-'-�-fes -°---- �- - - -- -- d --'jq- '--`- s EA. STUD TO PLT. ii (OR) gia d d ° 7/16" OSB. SHEATH. -BOTH EA.STUD TO PLT. EL. +9'-4" /FLT. HGT. U 1/2" THREADED ROD CONC, BLOCK WALL OR PRE -ENG. WD. TRUSSES ° d W1 NUT 4 2" W,45HER- PRE -ENG. WD. FLOOR °�a COLUMNd; 32" O.C. MAX. TRU55ES 'a 24" O.C. 4 KNEE WALL IF APPL ICAIBLE DBL. 2X TOP PLT. p ° s EA. STUD TO PLT. (OR) gia d d 7/16" OSB. SHEATH. -BOTH EA.STUD TO PLT. SIDES -ATTACH W/ad's 6 ° f �D E T A �Q ° 4" O.C. 0 PERIMTER AND O.C. INTERMEDIATE a 'a I 4! 2X'5 ,s leo" O.G. 2X'5 's Ido" O.C. d � ' ° d� �(p 1/2"=I' -O" (11X17) 1" =1'-O" (22X34)°' ° � q MID -WALL BLOCKING MID -WALL BLOCKING FOLLOW DETAIL W2/D4 MTL. FLASIHING FOR TOP OF WALL d ° ' 79 s EA. STUD TO PLT. 79 s EA. STUD TO PLT. ROOF (OR) (OR) d , ° (2) 126'5 s BTTM. PLT. TO EACH TRUSS DECKING SI EA. STUD TO PLT, 51 EA, STUD TO PLT, d r 1/2 "0 ANCHOR BOLT UJ/ 2" '/2 "<0 ANCHOR BOLT UJ/ 2" 2X4 BLOCKIN W1 2-126 'a 16 " O.C. °' ' MAX P.T. SOLE PLT. .MAX 2X P.T. SOLE PLT. ° 4 PL�'UJD SUB-FLR2X 3/ q MINIMUM 7 EMB D MINIMUM -I'QEMBED. 37 FROM BLOCKING PRE -ENG. WOOD TO EA. STUD TRUSSES 24"O.C. 2X4 5LOCKIN6 (IN ►V BETWEEN TRUS5E5) UJ/ JA (2) 126'5 6 EA. TRUSS PRE -ENG. WD. TRUSSES u Q u Q )A: 24" O.G. • • Ilk • REINFORCED CONC. FTG. REINFORCED CONC. SEE FOUNDATION PLAN SEE FOUNDATION PLQ SAIL EDTA TAS TAS � 1/2"=1'-O" 2 1 ��p 1/2"=1'-O" (11X17) 1"=1'-O" (22X34) (11X17) 1"=1'-O" (22X34) �(® 3/4"=1'-O" (11X1-1) 11/2"=1'-0" (22X34) �(p 3/4"=1'-O" (1IX17) l'/2"=1'-0" (22X34) Q) Lu 0� U� _0Q) L 0 � no �CL OULNO 60 (� L �L � 3 �6 Q1 x s� Ol+' w (0,J) 14- Q) i c� w U F_ �Q Lu d) Lu lu o � � 00 z L� O s� ::3 0 �, m � m� Q '100 L 6W 0 r U 0 �� LH W o> �Jz: Lu �� L Q �0 z �L r Q) Q) 0 s� �a �E 13 � S W � � U � � L w e w u �• � O cA U STRUCTURAL NOTES FIELD REPAIR NOTES 1/2"X(o" (41/2" EMB.) HILTI KUJIK ;; ;; ;; ;; BOLT WITH 2" WASHERS LOCATED 2X6 P.T. WOOD „ BUCK„ , 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE �, (TOP AND SIDES) 1 ,4 ,47 (WITHIN 6 OF SUPPORT 6TH EDITION, FBCR 201-1 (WIND LOAD 's 140 MPH.) SUBSTITUTED W/ (1) USP MTW16 OR HC10 OR SIMPSON MT5M16 W/GARAGE DOOR BRACKET FOR GARAGE DOOR) (4) 1/4” X 21/4" TAPCONS TO BOND BEAM AND (7) 106 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) MTSM6 FOR DISTANCE. FBCR SECTION R301 UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRGER TRUSS W 3. ALL FLOOR SLABS TO BE OF 2,500 PSI CONC. PLANT MIX MIN. 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION •e ' `n " 4i� THICK WITH 6xro 10/10 WIRE MESH 6 MIL. POLY. VAPOR- 5' MASONRY WALL vP� A=T==l ' A F T BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALLS MAY BE 'p� S SUBSTITUTED W/ 1/2" DIA. x 7" LONG WEDGE ANCHORS (REDHEADS).- DETAIL TO SATISFY 140 MPH WIND LOAD „ „ lu „ �— „ ut - MASONRY FRAME SHALL BE MIN 8X16 ASTM C -9D " " " ,� " ~ 4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530-02/ q - GROUT FILLED CELL W/1/2" ASTM 2 #5 REBAR (GRADE 60) -i (L ' --1 ASCE 5-02/TMS 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT *5 EA. SIDE OF GARAGE DOOR OPENING SQL REBAR SET INA 3/4" DIA. x 6" DEEP HOLE FILLED W/ UNITEX - MAX. DISTANCE TO CORNER OF C.S.S. WALL REINF. 48" 0 5. MORTAR TO BE TYPE "M" OR "S", GROUT - 2,500 PSI e 28 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. -REINF. TO BE CONT. FROM FTG, TO TIE BEAM W/ ALL ii ii „ „ 2X4 VRT ;; QYv 6. MASONRY CLEAN OUTS REQUIRED e) 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 "SUCK" 2x8 RIDGE 7/a" TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING0' 7. 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 x ex e CORNERS AND USE STANDARD HOOKS Q CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION R301 OF THE FLORIDA RESIDENTIAL Q)I WITH MIN. LAP 12 ]'/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE H2.51a EA. RFTR_ 2X6 RAFTERS S. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: TO RDG. BM. 24" O.G. 'a 7" O.G. WITH 5d NAILS. GYP, BD. WALLS SHALL BE NAILED ia8" O.C. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. STUDS ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE -6 WITH 56 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 ABV. TRUSSES BELOW 9. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MTS12 6 TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION 8609 OF THE 2017 NAIL TO RAFTER 6 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) 126 NAILS D.) TRACK SIZE AND FASTENER DETAILS. PRE ENG. WD. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS. Q THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE ST18 OR LSTA24 a ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE N '/2-3/4 „ 7 ° TO TRUSSES BELOW 5/8„ 1/8” -1„ GARAGE 5UC< DETAIL 3/4n In Su IX(o CAP I°= 1'-0" 's SEE FLOOR PLAN 1/2" GYPQ) . BD. FIN. � AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED i CAP PER SPEC'S 2X4 OR 2X6 STUD BL. 2X4 PLATE SIDE B SI ALONG " /2 COVE MOLDING 1/2" OFFSET , _ WALL VALLEY- SGL. 2x4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A3(o CURB 7/16" OSB. SHEATHING N CHORD OF TRUSSES- ATTACH W/ C2) 12d STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 s 24" O.C. 1 NAILS e EA. INTERSECTION OR (o" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT" pR,r-WALL (3)2X4 S 2X4 OR 2X� STUD WALL NOTES EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ��'� 3 I 4 DETAIL ' S E)TAI ND OF AFTERS ON ONE DE DIF RIDGE BEAM IS UNDERSIZED -CUT 1 ADD 2 8M 11. SOIL BEARING CAPACITY 2000 PSF MINIMUM 7/16" OSB. SHEATHING D1 3/4" = V-0-- NEXT TO FIRST ONE W/12d'S a 6° O.C. WOOD STRUCTURAL NOTES 1/2" GYP. BD. ROOF EDGE �_I_ _ _ I I ' CONCRETE BLOCK I. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. 7A A I ON I �l . O l�A HEADER OR STEEL s DAMAGED WOOD NOT TO BE USED. IT D1 1"= i'-0° LINTEL �. J SEE DETAIL SEE FLOOR , PC EXP. STRIP s 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR 2/D3 FOR ' PC ANCHOR ' BETTER UNLESS OTHERWISE NOTED. CPRE ENG. TRUSSES EXCLUDED) PLAN FOR SM. '� � FOR RIDGE DETAIL Sd 4" O.C. STRIP 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT RIDGE 4 BLOCKING , GLS. SLK. PER PLAN LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED e 6" O.K.. Q Q �/2 ° EXPAN. EDGE PC PANEL �- ��- ANCHOR 4"� Sd I 12" O.C. ' REINFOR. Q) 4. PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO SE 106 O - ; - - - - - O ,� FROM EA. INTERMED. i SEALANT 0 6 O.C.. UNLESS OTHERWISE NOTED, tK 1 � "4/ (X EDGE AND " V \ 11 �1ANCHOR I 2 4 " O.C. ° ST - - - - - 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - , R P PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. `� CONC. BLK_ �F 1/4" EXP, BOLT FILLED CELL , (2) PER ANCHOR S 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 7, DSL. STUDS 'a EA. END OF SHEAR WALL. S. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. GOOF NALNG PATTERN ZONE: EDGE" a 16" O.C_ ad NAILS 6" O.C. EDGES AND 12" O.C. FIELD ZONE: 6PH4,6 OR 8 NOTE ad NAILS 6" O.C. EDGES AND 12" O.C. FIELD ZONE11 C SEE NOTE 4) ad NAILS 4" O.C. EDGES AND 6" O.C. FIELD 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE SEE FLOOR 'F EDGE" a 16" O.C_ R 0 6PH4,6 OR 8 NOTE FANEL MORTAR C SEE NOTE 4) s PLAN FOR EA. STUD NO STRAPPING NEEDED 1 ��° PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER O.C.. V EDGE UPLIFT CONNECTOR7 WHEN FRAMING PER DETAIL D5 , , i /2 � EXP. ANCHORS �, �, �, USED IN PANELS OVER 25"S.F. IN AREA IS EMBEDDED HORIZONTALLY � NUMBER OF HEADER STUDS TYP.D. (SEE ROOF PLAN) ROOF FRAMING „ (7 EMBED.) e 24 O.C. LL I ILL `L' IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL � ,OR P7�16� I ASPHALT IIIIII 5� AR L TA I L 0 Q PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL STUDS 7 l�AL USE ONLY WHEN W/ "PREMIERE' OSB EMULSION pl 1/2„= 1'-0” NOTED AS SHEAR WALL ON PLANS SERIES GLS. 5L<.), W/ BUTT WELDED CROSSWIRES AT T 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 7/16" OSS, d) NUMBER OF FULL-LENGTH STUDS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. EA. SIDE CONC. BLOCK C CRIPPLED STUDS `� PC PANEL ANCHORS (MIDDLE): " BLOCKING. BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO I WALL HEADER SIZE PER 0 THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. 56 a 4" O.G. 41 5 5 2X4 STUDS EXTERIO FINISH � 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) EDGE" a 16" O.C_ R 0 6PH4,6 OR 8 NOTE FANEL ANGOR CONSTRICTION C SEE NOTE 4) 18' -DOUBLE STUDS 6 12" O.C.. EA. STUD NO STRAPPING NEEDED 1 ��° PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER O.C.. V EDGE UPLIFT CONNECTOR7 WHEN FRAMING PER DETAIL D5 , , i /2 � EXP. ANCHORS �, �, �, USED IN PANELS OVER 25"S.F. IN AREA IS EMBEDDED HORIZONTALLY � NUMBER OF HEADER STUDS � 12" O.C.. INTERMEDIATE. -HEADER TO STUD � 4" O.G.. EA. HEADER MEMBER. (SEE ROOF PLAN) ROOF FRAMING „ (7 EMBED.) e 24 O.C. LL I ILL `L' IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL � -STUD TO TOP OR BOTTOM PLATE : (2) 166 THRU DOUBLE TOP PLATE IIIIII 5� AR L TA I L REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER ]Na" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.G. (FOR USE Q PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL STUDS 7 l�AL USE ONLY WHEN W/ "PREMIERE' (PER TABLE) pl 1/2„= 1'-0” NOTED AS SHEAR WALL ON PLANS SERIES GLS. 5L<.), W/ BUTT WELDED CROSSWIRES AT T 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 7/16" OSS, d) NUMBER OF FULL-LENGTH STUDS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. e EACH END OF HEADER NAILED TO ROOF TRUSSES SPACED a 24" O.G. (MAX) WITHOUT C CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): 1 - BLOCKING. BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO Q) -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 19/32" OSB, HEADER SIZE PER 2 THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. 4 1/2" CDX PLYWOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN TRUSS SPACED st 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS CONT, 11. FLOOR SHEATHING TO BE MIN. 23/32" PLYWOOD NAILED 0 6" O.C. W/ 6T18 o EA. SIDE #S 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 i - - - -�r - _ - = 7�- - - - (PER TABLE) P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SPH4,6 OR S PRESSURE TREATED. TYP. FRAMING FOR OPNGS, EA. STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. 0' 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 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, a - PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24" M LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS CN ARE EASILY CUT TO 3" WIDTH, FOR 37/a" "PREMIERE" SERIES SLK., +- AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. 6 GL ASS BLOCK DETAIL 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY Di a Cc MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' Q NUMBER OF HEADER STUDS %D Z SUPPORTING END OF HEADER _ � In :3 1 1 2 2 2 2 OL- �Q d) NUMBER OF FULL-LENGTH STUDS Z9 e 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. 0' 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 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, a - PC EXPANSION STRIPS ARE AVAILABLE 3/a" THICK X 4" WIDE X 24" M LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS CN ARE EASILY CUT TO 3" WIDTH, FOR 37/a" "PREMIERE" SERIES SLK., +- AND TO 21/4" WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. 6 GL ASS BLOCK DETAIL 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY Di a Cc EXP. JOINT 7 gitRECESS SLAB all NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR SGD DOOR F.F. _ _ _ SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH) OR M -DC PA NOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH ) (2 5 REBARS = — — z X VARIES d) 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 q — — SHINGLES OVER BUILDING SHINGLES OVER BUILDING .q PAPER OVER 7/16" OSB. APER OVER -1/16" OSB. } SHEATHING SHEATHING PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION • (3)s BAFFLE BETWEEN EA. TRUSS BAFFLE BETWEEN EA. TRUSS (2)#5 REBARS 1'-4" 4" (2)*5 REBARS 1�_g�� 4REBARS 4 'a EA. TRUSS UJ/ UPLIFT 4 EA. TRUSS W1 UPLIFT 1 9 1-( �� OF 18101* OR LESS OF 181041 OR LESS D2 D2 D2 D2 %" RECESS IS i �, 4 X2 EA. TRUSS UJ/ UPLIFT 4 X2 a EA. TRUSS UJ/ UPLIFT RECESS FOR 4/2 RECESS SLAB # # BETWEEN, 1811 3620 g 2 FOR DOOR BETWEEN 1811 3620 # # FOR OUT-SUJG. = GAR. DR. DRS. ONLY �,�`� (1)# 5 REBAR SEE ROOF PLAN SEE ROOF PLAN 0 _ X X - u ---�— — — �'\ r, , ALUMINUM \`� ALUMINUM 9 u- DRIP EDGE ��� DRIP EDGE �� 0 Q 100' 0`f) ° ' 1 ' INSULATION ° � z � , � � • � INSULATION �. • i' - 6 ° ® w i iQ (SEE PLAN FOR TYPE) (SEE PLAN FOR TYPE) Q � � 1 , (2)#5 z " , , REB,p,RS Lu 1�2 " SAG RESISTANT '/2" SAG RESISTANT D2 1-4° (2)#5 REBARS D2 CONT. l6 XS FTG. I� 4 , , OR /s GYP. BOARD OR Net, GYP. BOARD UJ/ 2 #5� REBAR. #3 TIE L'- - - -'� REBARS w ° PLACED PERP. TO CLG. ° PLACED PERP, TO CL ' EXP. JOINT 11 Bo) ARS • FRAMING FRAMING � (2)#5 REBAR5D2 1'-4" 4" 2X(o SUB FASCIA 2X6 SUB FASCIA a 12 " O.C. 1/2 " GYP. BD, ON 1'X2 " '/2" G1'P. BD. ON 1 "X2" " RF_ 'I�'�_ _ J��VARIE5 P.T. FURRING W1 ALFOIL P.T. FURRING UJ/ ALFOIL z XN (1 5 REBAR INSUL. BETWEEN INSUL. BETWEEN VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT I I"X6" P.T. HEAD I 1 1"X6" P.T. HEAD 8 XS GONG. KNOCK- LEDGER 8 BEYOND 8 XS CONG. KNOCK- LEDGER 8 BEYOND • � 1'-4" �i � � � � N OUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE `v3UJ/ GONG. 4 (1) #5 0 REBAR UJ/ CONG. 4 (1) #5 (P REBAR 0 l�_4�� (2)#5 REBARS 11 8"�4"� CONTINUOUS CONTINUOUS D2 D2 18 1'-4" 4" (2)*5 REBARS 24 D2 p2 8"XS" CONC. BLOCK SEE FLR. PLAN FOR 8"XS" GONG. BLOCK SEE FLR. PLAN FOR RECESS FOR BLOCK REINFORCED GARAGE CLG. SPECS. BLOCK REINFORCED \� 5L -GL -DR- (3) # 5 REBARS FF. - - GARAGE CLG. SPECS. � m VARIES UJ/ CONC. UJ/ CONC. w PRE CAST L INTEL PRE CAST LINTEL - Q Q 1 N z i z I I u I w N I-8 0 z z - D2 REBARS D2 W roc ® w ( (2)#5 Q O Z (Y 9- A I REBARS w ALUM. WINDOW (REFER TO ALUM. WINDOW (REFER TO GA � R GE �I I X FLOOR PLAN ELEV. FOR dFLOOR PLAN 4 ELEV. FOR WALL (1/*5 REBARS } �'- _ _ -' REBARS w u u VARIES DESIGNATIONS) w W DESIGNATIONS) w 4' (1) N 3 I I' w —t m 18 BARS 12" O.C. �r c0 BLOCK WALL INSULATION- _ 0- CONC. FILLED CAVITIES EACH BLOCK WALL INSULATION 0. SIDE OF DRAIN PIPE 4 CAVITY CORE FOAM R -S + CORE FOAM R-8 + u- 13 WHERE DRAIN PIPE PASSES PRE CAST CONC. SILL ALFOIL R-4.1 = R12.1 TOTAL PRE CAST CONC. SILL ALFOIL R-4.1 = R12.1 TOTA p2 8" 4" p2 THRU CONC. BLOCK STEM CONC. TO SPECS. B"XS"X16' CONC. BLOCK 8"XS"X16" CONC. BLOCK WALL (REFER TO EXTERIOR (REFER TO EXTERIOR 0' 211 Nt RADE ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) (21#5 REBARS a MARBLE STOOL MARBLE STOOL G� Z - _ 4" PVC. PLUMB. DRAIN PIPE I , •, , S "4- w THRU STEM WALL BLOCK Z V ALTERNATE BRICK '/,2 " GYP. BD. ON 1 "X2 " �� 4 o p ALTERNATE BRICK 2" GYP. BD. ON 1"X2" } 0 •D } VENEER _ _ _ P.T. FURRING W1 ALFOIL VENEER _ _ _ P.T. FURRING W/ ALFOIL 0 cn S.E.MTL. WALL TIES '� ; , _ ,' INSUL. BETWEEN S.E.MTL. WALL TIES '� r - u 4" i'-0" w 16 " ,, a ' ' ' ' a INSUL. BETWEEN 3 1' -0" 4" 6 MAX (P PVC 16 O.G. VERT, 4 16 O.C. _ , - J 16 O.G. VERT. 4 16 O.G. 7 L .d CONC. FTG. REINF. W1 (2) SLEEVE HORIZ. HORIZ. ��- 8 14 (2 )#5 REBAR } *5 REBARS CONT. ; ' _ % WOOD BASE WOOD BASE D2 D2 15# ROD a EA. DOWNPOUR #5* ROD a EA. DOWNPOUR �4 R C g " RECESS SLAB MIN. 30" LAP I FINISH FLOOR MIN. 30" LAP FINISH FLOOR ni FOR OUT-5WG, 2 FOR GAR. DOOR PROVIDE INSPECTION PROVIDE INSPECTION k-11 DRS. ONLY P1 P IPE T' 4RU FOOTING; PORTS a EA. VERT. PORTS a EA. VERT. I r = = I I - - - N ------------ - _� — — X D2 �A L= 3/S" = 1' -0" POUR T— POUR / Y zn IL - - D D I( f - ° D L--- L--- ° ° D ° ° °° &- N c0 �4 N T � (2) 050 REBAR BENT TO ARCH 0 GRA ? - a 6 MIL POLYERTHYLENE GRADE w r - - - ° o ° ° AROUND SLEEVE, 30" LAP MIN. fQ I D Ik • `- cv `�' BOTH SIDES f = _ - J VAPOR BARRIER 6" I - _ - LAPPED AND TAPED CONC. TO SPECS. r - - - JOINTS. _ 16 1._4.. 4.. (2)#5 REBARS 15 (2)#5 REBARS , � D2 DZ 1'-4" 4° L- - - #5 DOWELS SEE 6" MAX 0 PVC r ... - - SLEEVE 4 4 � Z .q I _ _ _ FOUND. FOR LOCATION L N 0 • _ — — GRADE b ; a fl! EXTEND FTG. 4" FOR CONC. FTG. REINFORCED xr,- - 4" PVC, PLUMB. DRAIN PIPE Ic� EXTEND FTG. 4" FOR U BRICK VENEER (2>#5 REBARS CONT.- SE , �l i - THRU STEM WALL BLOCK o BRICK VENEER i a cn FOUNDATION PLAN N 6 MIL POLYERTHYLENE �- WUL CONC. FTG. REINF, l.U/ (2) 1'-0° 4�� C2>#5 REBARS `--- VAPOR BARRIER 6" � #5 REBARS CONT. 411 �� w CONC. FTC;. REINFORCED W1 LAPPED AND TAPED CL #5 Q JOINTS. � 1 I (2> Z (2)#5 REBARS CONT. cc ® I REBARS w 0 x } TSP 1 CAL WALL � CT I ON � � �•- ---• w M®N®1� f �� f C T"�F 1 CAL WALL 5CT I ON � �II IIIIII � I A �U/ MONOLITHIC FOOTING 16 BARS /11-4- 4" (2>#5 FIFETi4FU FOOTI1�1� A lam/ �� M WALL FOOTING � D2 a 12" 0.C. REBARS 3/4"= 1-0" DZDETAL3/5 i-0 3/4 T'T'PICAL WOOD —ROOF DECKING 106 NAILS a 4" O.C. 2X4 LOOKOUT a 24" O.C.ROOF DECKING FRAMED WALL— ROOF DECKING TYPICAL OVERHANG 2X4 BRACING 0 24" O.C. C 12" MAX.) 10d NAILS a 4" O.C. All EXT. SHEATHING TO STOP ABOVE CMU PER PLAN PRE ENG. WD. SCISSOR TYPICAL OVERHANG j16" MAX. EN 10d EA. END TRUSSES 0 24" O.C. 1/16" OSB. SHEATHING PRE ENG, WD. SCISSOR 12" MAX. (2) 106 a EA. END EXTERIOR FIN. TO SPECS. TRUSSES a 24" O.C. ATTACH CROSS 5R CIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 10d TOE NAILED PRE ENG. GABLE END TRUSS 2X4 X -BRACING W/ 4-126NAIL6 3O.C. PAPER BACKED LATH SCREED TO BE 1" BELOW T.O.M. EA. TRUSS TO 2X8 a 8' O.C. TO E ENG. WD, S SO FASTENER PER TRUSS (2) 10d � EA. BOTTOM CHORD (4) 106 TOE NAILED a ENG. 3RD. TRUSS IN TR SES 2 " 0.0 EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING VAPOR BARRIER TO PASS 2X8 TOP PLATE r-la48" O.C. IN FIRST FOUR (4) TOX PEC6 FIN• 1/ O SH iiINC��RAMING SPACES ONLY WHEN P EN GA E END TRUSS 0 Q) IN FRONT OF WEEP SCREED SET -f/16" OSB. SHEATHING EA. TRUSS JACKS SPAN 4'-0" OR GREATER GABLE CS W/ 00 ( 2) d � EA. OT CHORD Q)MOISTURE BARRIER AND 2X8 VERT. 24" O.C. 4 TEXT. CEMENT BOND BREAK PER (4) 106 TOE NAILED FINISH. FLUSH 2X4 DIAPI-IRAGM FR IN 0 6TH EDITION 2011- R103.1 2X8 P.T. SOLE PLATEGYP. BD. (SEE STRUC. NOTES GABLE NISH 48 O.C. IN FIRST FO (4) o� WEEP SCREED -PER ANCHOR BOLT W/ 2" . FOR NAILING PATTERN) S D NG FRAMING SPACES- NAILE 6TH EDITION 201-(- �' WASHER a 32" O.G. REFER TO TO TOP OF BOT M CHORD Q R -103.-i.2.1 ,, #5 REBAR IN POURED CONC. FILLED LINTEL BLOCK DETAIL A/D3 m ILL KNOCK OUT PRE ENG. END W/ 1 05 REBAR FOR FLASHING p JACKS 24" O.C. 8' -0" MAX. REQ. TYPICAL CMU WALL G-6 ��' - �N CONC. BLOCK WALL °�i; GYP. BD. (SEE STRUC. NOTES 0 D3 G-3 L EE N 1�4 O.C.S 6 �� �� FOR NAILING PATTERN) � D3 CONCRETE I �\� ATTACH CROSS BRACING Z E ROOF DECKING W/ 4-126NAILS 3" O.C. Q) PRE -ENG. WOOD TRUSSES BLOCK WALL 2X8 P.T. SOLE PLATE I, 4 124 O.C.EN/z 0 ANCHOR BOLT W/ 2 A F L H I I� E)T A I TPRUSSES 2 O.C. SOR " G-1 A L WASHER 32 O.C. D3D3 CONC. FILLED LINTEL BLOCK .3 (2) 106 NAILS W/ 1 #5 REBAR m TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +– 1/411 I" EDGES 1 1/2" EDGE] 2 1/2" EDG4 45 24" O.C. 2X4 LOOKOUT a 24 O.C. ROOF DECKING N 4 7,--1 . . �___ - A -TYPICAL OVERHANG 2X4 BRACING a 24" O,C. 0 x C 12" MAX.) 106 NAILS a 4" O.C. (� 10dX3" 4 -- SHIM UNDER TRUSS COMMON x x 8"X8"X16" CONC. LINJELV2X4 BLOCKING 24" O.C. 1 1/2" DBL. 2X8 TOP PLATE BLOCK CONT. POUR STAGGERED) 1/ 2 1/ -I/16" OSB. SHEATHING JPRE SES .aWD "S SSO_ W/ 1 #5O REBAR CON N N 1 odx3" 4 EA. 2X4 12" MAX. ) 10 E COMM0�1' 2X8 VERT. 24 O.C. CONC. BLOCK WALL x x BELOW EA. TRUSS 10dX3 1 Z G-4 E)ETAIL 4 D. ST FF (4) 0 COMMON — — 2X4 X -BRACING Z OPP. SIDE U U 81 EA• 2X8 VERT. D3 a 8' O.G. TO AMING SPACE - ILED TO TOP OF BOTTOM C RD - U (L 3RD. TRUSS IN N N 2X8 P.T. SOLE PLATE 1 odx3" - Al-,� „ ROOF DECKING (2) 106 a END -/" ND - OPPMSN a z ANCHOR BOLT W/ 2 OF BLOCKING �3 x a I WASHER 32 O.C. PTRRusSS G. Wp2" ICOR 11%-C2) lOd NAILS 12" O.C. i II 5 REBAR IN POURED (2)2X4's (2)2X6's (2)2X8's ' KNOCK OUT x 0(ATTACH CROSS BRACING Q 2X 5U l Lc T= - uP 5T°UD W/ 4-12dNAIL5 3" O.C. B®Le�MN l�T•A I L.J G-� I l2) iOd NAILS EA. II D3 END OF BLOCKING REFER TO 1/16" OSB. SHEATHING s Dl� 11/2 =1 -O THRU BOTTOM CHORD DETAIL A/p3 2X4 VERT. 24" O.C. :71MBOTTOM CHORD OF TRUSS FOR FLASHING � (4) 10d NAILS a EA. 0 2X8 PLATE G_2 BLOCKING TO PLATE REQ' 2X6 P.T. SOLE PLATE �' 2X8 CRIPPLES D3 10d NAILS '� Q) •4 1/2 "0 ANCHOR BOLT W/ 2" S Z 2X4 BLOCKING a 24" O.C. 4" O.C. R a 32" O.C. p - (2) 2X6 HDR. -UP TO 6'6 co l2) 2X8 f R. -FROM 6'�1 TO 10' 2X8 P.T. SOLE PLATE .FILLED LINTEL BLK. 7/16" OSB. SHEATHING W/ 1 ✓REBAR �_0LL45SIDE -2 CONC. BLOCK WALL s 0 2X8 VERT. a 24 O.C.E010 2X8'!5 a 24" O.C. (4) 106 TOE NAILED D3 - O _ _ FLAT BOTTOM GABLE END 2X8 SOLE PLT. ,!_ - _�, �'I -2X8 P.T. SOLE PLATE ROOF DECKING 0 " I, 2X4 LOOKOUT a 24 O.G. L r,- , TYPICAL OVER 2X4 BRACING a 24" O.C. 3 ca 2X8 FULL , 12 MAX.) 10(d NAILS a 4" O.C. 0 LENGTH STUDS 1,14 ��`ft ------ ----- -- G-5 A L END L E Q) 2X8 HEADER - - - - - - - 3 PRE ENG. WD. S SSO 00 STUDS ------===1=====_______, e DOUBLE DOOR SINGLE DOOR WINDOW 1/ "0 ANCHOR ' ° `7�n� ES a 24" tj 0 z , BOTTOM CHORD OF TRUSSztj BOLTS W/ 2" o I I , G-2 " 2) 10 E FOR MULTIPLE WINDOWS AND I , 2X8 PLATE 12 MAX. QS DOORS USE 2 TAPCONS PER WASHER a 32" O.C. D3 �DIAP AMING 3 2X8 CRIPPLES 2X4 X -BRACING a 48 ST F C4) WINDOW AT THE HEAD AND 4 (2) 2X6 HDR. -UP TO 6'6MING SPAC AILED 0 TAPCONS AT THE JAMB. BLOCKING s SHEATHING (2) 2X8 HDR. -FROM 6'-1 TO 10' 3RD O.C. IN TO TOP OF BOTTOM RD BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS 9 END CHORD IF NECCESSARY Q) Q) BUCKS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT I . --- C2) 106 a END DOORS IN PINE OR SPRUCE. AT WINDOWS ATTACH BUCKS TO B ST18 a EASID ATTACH CROSS BRACING OF BLOCKING -C� LOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO D3 r W/ 4-12dNAILS 3" O.C. N B 2X8'5 a 24" O.C. . �" - - - - � '� . � � T,4PGONS SHOWN. AT DOORS OR FIN WINDOWS IN BLOCK, ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING ' �I' �`I, ' 2X4 BLOCKING- PARALLEL 0 ATTACH BUCKS w/ 2 T NAILS TOP AND BOTTOM AND 8" O.C. 2X8 SOLE PLT. , ', W/ EACH 2X8 VERT. W/ 2-126 NAILS EA. SIDE" • '•• STAGL _J GERED IN THE FIELD. 2X8 FULL - 4 •4 '__________ __' 2X8 BLOCKING- BETWEEN Q� LENGTH STUDS REFER TO EACH 2X8 VERT. USE MIN. 21/4" T -NAILS w/ lx RUCK, USE MIN. 1�4" x 3" TAPCONS DETAIL A/D3 10d NAILS a 12" O.C. Wz 2X8 HEADER •' 1---.- •- ---,•Ir-'- - - - - - - -- 'J.- FOR FLASHING Lu/ 2x BUCiG, START ALL END TAPCONS WITHIN OF PRE -ENGINEER ROOF I,� , REQ 7/16" OSB. SHEATHING � CORNERS AND 30" ON CENTER MAXIMUM. ( TRUSS TOP CHORD STUDS : , �, , < " 1/ "� ANGI-lOR i . , � � I � � • . ° II — 2X8 VERT. a 24 O.G. tL 0 NOTE' BOLTS W/ 2" b ;• I •°�� (4) 10d TOE NAILED 0 IN CASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: WASHER a 32" O.C. I I e 106 NAILS 2X8 P.T. SOLE PLATE 1/4Tx 4� APCOI°S AT 3NAL X FROM FRAMING END AND�2�O C �uJALL USING CB � �� I � a 4" O.G. • • � s II I GLASS OPENING CONC. FILLED LINTEL BLK. TAPCONS THE ER. ATEA �RO>° END ATOI END AND 12 ' O.0 N ER USING THE X 13/411 /4 2 IDETAIL3 N.T.S. BLOCKING 4 &HEA H IND G-2 W/ 1 #5 REBAR o CENTER. D3 N.T.S. 3 CONC.K WALL OR GABLE E � O REVISIONS BY 12-06-12 DAL INN d W� w g Q � C 0.8 y� Qwin� cn uj O rte+ j�l 0 Q a Q W W 0 0O Z 0 w 3:o 00 >= Q Q 00 v 9z: Q w W no no °CC QQ �l j Z W Q 0 DATE 10-01-05 SCALE AS NOTED DRAWN MNF JOB SHEET DD OF SHEETS 31 D� zEBARS 3/4" RECESS IS FOR OUT - SLUG. DRS. ON Y b- 3/5 REBARS -RECESS FOR SL.GL.DR. _w d 32 EXP. JOINT 33 D4 m ,'3)#5 REBARS 5x5x-1" L -FLASHING UJ/ 2" OVERLAP AT EA. PIECE ZEXT. WALL; ;-,`-' oQ� 5� 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STEf= F L A 5 �4 1 NG; DETAIL= N.T.S. r__ Q_ I I I 1 I I I I i I I (3)#5 z RE BARS w C3)#5 X L'---' ---' REBARS u► #3 T I E BARS 1' - S" 4 " 12 " O.C. 4'/2 " RECESS SLAB TI/ FOR DOOR I I I 1 I I I I I REBARS w C3 5 x REBARS w N � � all F.F.'I` (3)#5 REBARS DD4 m 38 D4 a" F.F. - - VARIES 1'-8" 4" 3-( � \\P4 — c0 x 9" RECESS SLAB DESIGNATIONS) � N 4 I DOOR _w 1R- c0 �v w [L 47— � Z (2) 12d NAILS e 12" O.C. � © �O O FINISH FLOOR 24" 7(3)#5 Z Z <® REBARS roc® - Z Z w REBARS �1/2 „ FOR OUT-6WG, Q o } (3 �5 REBARS �'---' ---' 38 REBARS } (3)#5 REBARS _J 1*3 TIE BARS 39 D4 4" 15) 12" O.G. ZEXT. WALL; ;-,`-' oQ� 5� 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STEf= F L A 5 �4 1 NG; DETAIL= N.T.S. r__ Q_ I I I 1 I I I I i I I (3)#5 z RE BARS w C3)#5 X L'---' ---' REBARS u► #3 T I E BARS 1' - S" 4 " 12 " O.C. 4'/2 " RECESS SLAB TI/ FOR DOOR I I I 1 I I I I I REBARS w C3 5 x REBARS w N � � all F.F.'I` (3)#5 REBARS DD4 m 38 D4 a" F.F. - - VARIES 1'-8" 4" 3-( � \\P4 _ Q c0 FLOOR PLAN 4 ELEV. FOR 9" RECESS SLAB DESIGNATIONS) � N 4 I DOOR X c0 �v 2X4 STUDS 'a 16" O.C. UL 47— � Z (2) 12d NAILS e 12" O.C. � © �O O FINISH FLOOR 24" 7(3)#5 Z Z REBARS roc® 1 RECESS IS REBARS �1/2 „ FOR OUT-6WG, Q DRS. ONLY -------------- - } (3 �5 REBARS �'---' ---' 38 ZEXT. WALL; ;-,`-' oQ� 5� 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STEf= F L A 5 �4 1 NG; DETAIL= N.T.S. r__ Q_ I I I 1 I I I I i I I (3)#5 z RE BARS w C3)#5 X L'---' ---' REBARS u► #3 T I E BARS 1' - S" 4 " 12 " O.C. 4'/2 " RECESS SLAB TI/ FOR DOOR I I I 1 I I I I I REBARS w C3 5 x REBARS w N � � all F.F.'I` (3)#5 REBARS DD4 m 38 D4 a" F.F. - - VARIES 1'-8" 4" � I LL X Q 1:FOR c0 FLOOR PLAN 4 ELEV. FOR 9" RECESS SLAB DESIGNATIONS) � ®' 4 I DOOR R-11 INSUL. (L 2X4 STUDS 'a 16" O.C. ly O I I � Z (2) 12d NAILS e 12" O.C. � © `� n FINISH FLOOR �t � w 1 1 REBARS w (3)S (3 �5 REBARS �'---' ---' REBARS w 1*3 TIE BARS 39 D4 REBARS 39 D4 #3 TIE BARS 4" Q 12" O.C. vARIES ---qz �l • • N _� �i (3) #5 REBARS SEE DETAIL A/D2 ___2X4 LOOKOUT s 24" O.C. FOR ROOF TYPE, �TYPICAL OVERHANG DECK TYPE, C 12" MAX.) FASCIA TYPE AND OVERHANG I CONSTRUCTION ATTACH CROSS BRACING MAX. l.U/ 4-126NAIL6 3" O.C. -1/1ro" OSB. SHEATHING -------- PRE -------PRE ENG. GABLE END TRUSS 2X4 X -BRACING 'm V-0)" O.C. TO 3RD. TRUS IN (2) 106 ia END OF BLOCKING 5T18 6 32" O.C. 10d NAILS 6 4" O.C. DBL. 2X4 TOP PLATE 01 2X4 BALLOON FRAMING O.C. ALT, TfP,,U55 3/411= 1' -O" PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS HIO 'a EA. TRUSS 5P4,6 OR S 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL 1/1)5 8d NAILS 3" O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING 6 EA. - HURRICANE STRAP GABLE END FLOOR TRUSS l.U/ HETAiro W1 (10) 10d X 1 2 NAILS e 32" O.C. REFER TO DETAIL A/D3 FOR FLASHING REQ_ - - - 2X4 BOT. PLT. UJ/ (2) I 12d NAILS e 12" O.C. ad NAILS 3" O.C. WALL 16" PRE -ENG. SHEATH. TO EACH TRUSS FLOOR TRUSS - --, 2X CONT. RIBBON TOP $ BOTTOM W1 (2) 10d NAILS TO EA. TRUSS I 1 SIMPSON HETA1ro W1 (10) 106 X 1 1/2" NAILS EACH TRUSS I REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, JOI&T ID I . 3/4" = 1' - O" GRADE c0 BOTTOM OF FTG 12" MIN BELOW GRADE (TYP) ROOF DECKING 2X4 BRACING 6 24" O.G. 10dNAILS 64"O.C. PRE ENG. WD. S�,-1SSO TRUSSES -s 24" O. )IOdQE X4 RA FRAMING O.0 FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD -(2) 106 EA, BOTTOM CHORD -1/2 " SAG RESISTANT OR Na" GYP. BOARD PLACED PERP. TO CLG. FRAMING ATTACH CROSS BRACING W/ 4-126NAILS 3" O.C. GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE '/2 " SAG RESISTANT OR 5/a " GYP. BOARD +- PLACED PERP. TO CLG. w FRAMING rA (2) 2X HEADER O (2X8) SPAN UP TO (o' (2 X12) SPAN (o' TO 12' } ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV. FOR I I DESIGNATIONS) dt MARBLE STOOL 4 I I R-11 INSUL. (L 2X4 STUDS 'a 16" O.C. ly O I I I I (2) 12d NAILS e 12" O.C. U- WOOD BASE w w FINISH FLOOR N � 1 1 REBARS w (3)S X �'---' ---' REBARS w 1*3 TIE BARS 1'-S" 4" 15) 12" O.G. ---qz �l • • N _� �i (3) #5 REBARS SEE DETAIL A/D2 ___2X4 LOOKOUT s 24" O.C. FOR ROOF TYPE, �TYPICAL OVERHANG DECK TYPE, C 12" MAX.) FASCIA TYPE AND OVERHANG I CONSTRUCTION ATTACH CROSS BRACING MAX. l.U/ 4-126NAIL6 3" O.C. -1/1ro" OSB. SHEATHING -------- PRE -------PRE ENG. GABLE END TRUSS 2X4 X -BRACING 'm V-0)" O.C. TO 3RD. TRUS IN (2) 106 ia END OF BLOCKING 5T18 6 32" O.C. 10d NAILS 6 4" O.C. DBL. 2X4 TOP PLATE 01 2X4 BALLOON FRAMING O.C. ALT, TfP,,U55 3/411= 1' -O" PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS HIO 'a EA. TRUSS 5P4,6 OR S 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL 1/1)5 8d NAILS 3" O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING 6 EA. - HURRICANE STRAP GABLE END FLOOR TRUSS l.U/ HETAiro W1 (10) 10d X 1 2 NAILS e 32" O.C. REFER TO DETAIL A/D3 FOR FLASHING REQ_ - - - 2X4 BOT. PLT. UJ/ (2) I 12d NAILS e 12" O.C. ad NAILS 3" O.C. WALL 16" PRE -ENG. SHEATH. TO EACH TRUSS FLOOR TRUSS - --, 2X CONT. RIBBON TOP $ BOTTOM W1 (2) 10d NAILS TO EA. TRUSS I 1 SIMPSON HETA1ro W1 (10) 106 X 1 1/2" NAILS EACH TRUSS I REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, JOI&T ID I . 3/4" = 1' - O" GRADE c0 BOTTOM OF FTG 12" MIN BELOW GRADE (TYP) ROOF DECKING 2X4 BRACING 6 24" O.G. 10dNAILS 64"O.C. PRE ENG. WD. S�,-1SSO TRUSSES -s 24" O. )IOdQE X4 RA FRAMING O.0 FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD -(2) 106 EA, BOTTOM CHORD -1/2 " SAG RESISTANT OR Na" GYP. BOARD PLACED PERP. TO CLG. FRAMING ATTACH CROSS BRACING W/ 4-126NAILS 3" O.C. GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE '/2 " SAG RESISTANT OR 5/a " GYP. BOARD +- PLACED PERP. TO CLG. w FRAMING rA (2) 2X HEADER O (2X8) SPAN UP TO (o' (2 X12) SPAN (o' TO 12' } ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV. FOR w DESIGNATIONS) dt MARBLE STOOL 4 O J R-11 INSUL. (L 2X4 STUDS 'a 16" O.C. ly O 2X4 BOT. PLT. W1 O (2) 12d NAILS e 12" O.C. U- WOOD BASE w w FINISH FLOOR N �-1to" PRE -ENG. FLOOR TRUSS SYSTEM '/2" SAG RESISTANT OR 5/a" GYP_ BOARD PLACED PERP. TO CLG, FRAMING 8X8 CONC. LINTEL BLOCK REINFORCED W/CONC. 4 (1) #5 REBAR CONTINUOUS — -- 1 #5,P DOWEL 'a SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING 7YFl_ UJALL SE__C;TiON 3/4 1'-O° PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS HIO e EA. TRUSS SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, FASCIA TYPE AND OVERHANG CONSTRUCTION 5PH4 a EA. STUD /$" TEXTURED CEMENT FINISH OVER METAL LATH OVER OSB. SHEATHING 4 WEATHER RESISTANT MEMBRANE HOUSE WRAP OR HORIZ. LAP SIDING OVER -1/16" OSB. SHEATHING NAILING- PERIMETER- 6" O.C. INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE 1/2 "IP ANCHOR BOLT l.U/ 2" WASHER a 24" O.C. 2X4 P.T. SOLE PLATE ad NAILS /o" O.C. REFER TO DETAIL A/D3 FOR FLASHING REQ. SXS CONC. LINTEL BLOCK- SEE FLOORLl PLAN FOR REINFORCEMENT 30" MIN LA 3/8" TEXTURED CEMENT WASH ON ALL CONCRETE Z BLOCK APPL (CATION O d } SXSXIio CONC. w BLOCK WALL GRADE c0 BOTTOM OF FTG 12" MIN BELOW GRADE (TYP) PRE -ENG. WD.TRUSSES 624"O.C. INSULATION SEE FLOOR PLAN FOR TYPE SAG RESISTANT OR 5/a" GYP. BOARD PLACED PERP. TO CLG. FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.C. '/2" GYP. BD. 2X4e16"O.C. 2X4 'w 24" O.C. R-11 BATT INSULATION SPH4 EA. 2X4 VERT. '/2 " GYP. BD. ON 1 "X2 " P.T. FURRING W/R-3 RIGID INSULATION 1 #50 REBAR IN FILLED CELL- SEE ELL-SEE FOUNDATION PLAN FOR LOCATION WOOD BASE FINISH FLOOR —r-- 1 #5O DOWEL SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ------ ALT. MONOLITHIC FOOTING Tlz��rf=, WALL SECT�ON 0� 9� 0� 0� 0� L[L c0 -010 0 -003 z Q) O �Q 0� 0� _� w 3 w .V► 9--' Z d L �x � S O 6� O Q) Lu N �0 N L �o o o� s� �Q -0 D? •L � 0� L� 0� S � 0 1� z Lu d) 9� z 0 UQ) 3� w o� Lu F� � 00 (L 3 O Q)o U_ 70 Q)LLI Q) o� Q) _0 Q) 5-c �� � U ros__ OL 0 e u u J OL Om O O U- cn. GRADE c0 BOTTOM OF FTG 12" MIN BELOW GRADE (TYP) PRE -ENG. WD.TRUSSES 624"O.C. INSULATION SEE FLOOR PLAN FOR TYPE SAG RESISTANT OR 5/a" GYP. BOARD PLACED PERP. TO CLG. FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.C. '/2" GYP. BD. 2X4e16"O.C. 2X4 'w 24" O.C. R-11 BATT INSULATION SPH4 EA. 2X4 VERT. '/2 " GYP. BD. ON 1 "X2 " P.T. FURRING W/R-3 RIGID INSULATION 1 #50 REBAR IN FILLED CELL- SEE ELL-SEE FOUNDATION PLAN FOR LOCATION WOOD BASE FINISH FLOOR —r-- 1 #5O DOWEL SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ------ ALT. MONOLITHIC FOOTING Tlz��rf=, WALL SECT�ON 0� 9� 0� 0� 0� L[L c0 -010 0 -003 z Q) O �Q 0� 0� _� w 3 w .V► 9--' Z d L �x � S O 6� O Q) Lu N �0 N L �o o o� s� �Q -0 D? •L � 0� L� 0� S � 0 1� z Lu d) 9� z 0 UQ) 3� w o� Lu F� � 00 (L 3 O Q)o U_ 70 Q)LLI Q) o� Q) _0 Q) 5-c �� � U ros__ OL 0 e u u NOTE: 1/2" PLT WOOD OR 1116" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REa'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" WIO BREAK ABV. 2nd FLOOR BOTTOM PLT. TO T.O.M. MAILING; SCSI F,)L�L = 2 )ROW6 'a 3" O.C. AT TOP AND (1)ROW AT BOTTOM OF WALL, 6" O.G. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE ' BOT. PT. PLT. BEYOND • • •1• • • NAILING PATTERN PER NAILING SCHEDULE. WALL • A SNEATNINCz ELEV, BALLOON FRAMINC� DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE N.T.S. 141 NAILING PATTERN PER NAILING SCHEDULE. B SNEATNINCz ELEV. 2-5TOR1' FRAMING -1/16" OSE JOINT NAILING PE SCHEDULE STUD N.T.S. GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 1(od NAILS EACH END OSNEATNINCx BLOGKINCs 'a)HORIZONTAL JOINTS N.T.S SNE,4T�4ING UFLfFT E)ETA1L5 _z N o 0 4 0 0 1,3 4» 4„ INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. & INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT. 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. UJIN[�)OUJ FLA5�41NG; DETAIL N.T.S. CABINET MATCH C 15"X18" C. 1" METAL OF META METAL L, CHUTE 3/4 " PL YW I" FLANGE WD. TRIM LAUNDRY CNUTE DETAIL 1/2"= 1'-0" NIXli) I"= 1'-0" (22"X34") 3 c6 IN