The URL can be used to link to this page

3938 Loon Ln 18-3031 (a)w 00 luul 4 Q O� for Q 0� o O� ML o�o LL � L N �L z 3 (6 CO -0-0 Q) S Q) � S (j) Q �0 U.► M N � UL w U c0 N -�L3 � OL W � S on 0 z"Cu O �p z L� m Q u w 9s r UOp O � O w 0Q LH'D LU ul o �o a s� p � � �p O � d)m p L S LU YU w Q � N � �VV7CCi W � C14 J U O O C TO SUIT EQUIP ;=URN 11- u � O� (-4" TYP. SIDES NO. OF ANCHOR/SIDES n- ONE / SIDE 12' - 24' TWO / SIDE CONDENSOR ITHREE / SIDE UNIT IFOUR / SIDE SHT. ANGLE BRACKETS OR 2" WIDE 20ga GALV. STEEL STRAPS PAD A50VE BASE FLOOD ELEVATION 4" TH I CK CONC. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT W/ 014 SHEET METAL SGREWS W/ GASKETED WASHERS 8 CONNECT TO PAD W/ i14"X1114" TAPCON SCREW OR 3/8' 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 d 5tons E UP IFOUR / SIDE ANGNO F,, DET. FOUNDATION NOTES 1. CONTRACTOR VERIFY ALL DIMENSIONS ON JOS SITE. 2. 0 DENOTES FILL CELL RE(NF. W/ CONC. W/ (1) #50 RE5,41R. GRADE 60 3. ■ DENOTES FILL CELL REINF_ W/ CONC. W/ (2) 050 RE54R. GRADE 60 4. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRO-RS TO BE REPORTED f=ROMPTLY TO SUPE[R- VISOR FOR CLARIFICATION. 5. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL 5E IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED _THERMA EXPANSION DEVICE. 6.0 DENOTES FLOOR 5LA5 OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH 6X6 10/10 GAUGE REINFORCING MAT_ WITH MIN. _ 1" COVER. TERMITE TREATED SOIL WITH .006mm (6 mil) POLYETHYLENE VAPOR BARRIEi;R OVER COMPACTED CLEAN FILL. WWF SHALL 5E 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 SE USED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE SLAB IN AREAS PAVERS ARE USED. Tr)2-Z ANDARD FOOTI NOT USED 9. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED 5Y COMMUNITY AND COUNT' CODES_ 10. IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN SE TERMICIDE. 11. BORA-CARE TO 5E APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.482 FLORDA BUILDING CODE. FOUNE)ATICIN FLAN ii A n 1/5' =1'-0" (11X1-1) 1/4"=V-0" (22X34) _13 co Q) W p� W9� 0:3 Q 0� no 0 0� �(L 0 LL 60 �4 •s-- L M 3 NQ sQ) � S 'N Q ts)LL0 w :3 u �0 cn S � L z Lu . (y_ B1� _z o ZD(u 0 00 L d Q)� o ICU LL �0 w _ L O r UQ) 0 Btu o LLI o > E� Lu � 00 Lu' C� N s LLI 0 Lu 'F= to NO z �L �j �0 0- Q) a stu cltu Q 0ru LLI (1 z ' v �0 Lu ck E F 0 � u 2(o' -S" ol 13'-4n 13'-4' ol a o 10'-2 10 13'-4"o. 0 o EL5"- 10'-2' 3'-2' o o a o BRICK I PAVERS _ 11 I ( 16 'N 16 I cs� (I Ii 3-0 10-0 ,n I li II a cp EL -4_0 I D2 r ° ° 13 ° o II II I II FOOTING—FOOTING �� _ — _— _ =— _ = _ _ = _- I CHANGE II I CHANGE I [I D4 [I Oil D4 I 12' I1 II � II II II 11 II II HB 12'-8' 2'-9' \R)I I I I p2 m S -10ol lo f cf� I I ` t T/SI I l I I l DW � I I � I [ I I REF. EL V. 11 EL. 0'-0' _ I j o cp � N L V. 11 30'X30"X18 a I CONC. FTG_ W I_ (4) #5'5 E.W. _ — — 30"X30'X18" I ( ,n N CONC. FTG. W/ I 0 - + _ — \ (4) #5'5 E.W. L — o I I 6' ICEMAKER 1 I L INE 3l [LL REF. 9 D4 (� m m IIJL 9,� I \ II '_ " 12 9Iz �'_ a J 6 6y4 II 6'_-3/4"I [ " I I 014 0000 %v- 13 I 24"X24'X16" PREPLUMB CONC. FTG. W/ o D2jrI 14 L.TUB 1 ' _ _ p2 (3) #5'5 E.W. � 13 a D2 T 4 PVC, " A/C EL4 $ URB _� 36 "x36'xl6' CONCRETE PAD i_ _ 't - T_ m CU. CHASE 6' ri 3� W/ 5 #5 EACH WAY p4 � _ I I 12'- 1 V4' (o _ 4Y2 —I' �- = t — — � [ I L_4a II 3l II o IL [ II I I D4 �I _ D4 I 0 0 El El El I o II 39 I 12.-8' 11_01 21-0" i FOOTING II CHANGE D4 ► FOOTING (I0.5' CHANCxE I @ 4" 14'- I BRICK ol r--1PAVERS F_— T —_ —f [ 18 l 71- D2 I I z - - _ _j 61 D2 _ - 24'X24 X16' - 0 't CONG. FTG. W/ t D2 22 (3) #5' E.W. 22 D2 p221-01,6'-0' /J� '-0' 16'-01 /�j �1'-4" 3' -ON 20'-0' 13'-4' (0'-8" 40' - 0' ol AND SPECIFICATIONS, PURSUANT TO CH.482 FLORDA BUILDING CODE. FOUNE)ATICIN FLAN ii A n 1/5' =1'-0" (11X1-1) 1/4"=V-0" (22X34) _13 co Q) W p� W9� 0:3 Q 0� no 0 0� �(L 0 LL 60 �4 •s-- L M 3 NQ sQ) � S 'N Q ts)LL0 w :3 u �0 cn S � L z Lu . (y_ B1� _z o ZD(u 0 00 L d Q)� o ICU LL �0 w _ L O r UQ) 0 Btu o LLI o > E� Lu � 00 Lu' C� N s LLI 0 Lu 'F= to NO z �L �j �0 0- Q) a stu cltu Q 0ru LLI (1 z ' v �0 Lu ck E F 0 � u rRY PORCH---------------- 102 ---------------------- (5g CAL UNDER ROOF CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. DO NOT SCALE PRINTS! CONSTRUCTION O BE FROM CALCULATED D IMEN510N�I= DNLY. ANY DISCREPANCIES OR ERROi "O BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, ALL INTERIOR FRAME WALL DIMENSION; "O BE 3�/2" UNLESS NOTED OTHERWISE_ ALL EXTERIOR BLOCK WALL DIMENSIO' 'O BE -11/2 " UNLE55 NOTED OTHERWISE. 'ULL ALL DIMENSIONS FROM THE -COR FLAN W1 D 1 N51 ON5 IIAII 11 — 1 1 _n" 11'Y'i ) 11d"—i1_r7)" 177 v -a/i ) - - - - - - - - v di v Ci 0� � uz Q o� M� 0 �o n �L nnN` (� L V to 'L � 3 Cu �N DL S x f-- � S U VIE N Zn ,0 w M4) � OL Lu ._ �► U � �0 Q N � L uj L � O 0p Z L � o s� ca ly- �0 LL D7� Lu 0 c 0 � L 3 tu00 u 0 & - 0Q) s to ji 3 �0 L Q�j L I� a � � 3 � � We L V 7 �S- \u (L 0 J � N 3 � _ LL C ' 0 LOAD I NFORMAT I ON NOTE: DOOR FROM HOUSE TO GARAGE MUST PER 6TH EDITION, 2011 FLORIDA 5UILDING 5E SOLID WOOD DOORS NO LESS 13/5 RESIDENTAIL CODE IAW R302.5.1 DEAD LOADS FLOOR: STRUCTURE -------------- -( PSF CEILINGS ------------- 3 PSF MEGH/ELEG------------ 5 PSF 133.71+1 144.01-1 PR. SH25 SH25 REVMM 6Y Lu -0 u � 12-01-14 RDC tuul 9 Q) N o� 04 no Q)(L �� ov 'q► pj_ g w w 0 w _� _j N �Q) �TN _ aVaM , z 0 C1 X Cd N go 6�'0� a) U. C K sx awOa. _ o� Vw w M� w � U N � � :ECESS. Q PLUM5. DR'I'ER w O VENT °s f w CA O pp Z L� z o sC C .391 m n � Iu�, w O w i O e � uQ) UL Orp LLI 0 > p L w s z w �� e ° 0 Lu Z 3 :7)(J Oo a Q) w 4 Q) Q p 0 va p d) m DATE 03-21-12 Lu \ S u Lu O 5CALE A5 NOTED Cl �,, DRAWN RDC N 0 N ff #__JOB 3096 = _ Itl � NOTE: SEE FINAL COLOR SI -IFFY FOR FLOORING INFO SNEEt O ° O 3Ao1 PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF MEGH/ELEG-------------- 5 PSF TOTAL -------------- 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 PSF UNINHA5ITA5LE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINH,45ITA5LE 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 (PS TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEM5ER ROOF SLOPE 0-200 201-roOO OVER 6 00 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 16 14 12 >_12:12 12 12 12 33.7 + 44.0 - Piz. SH25 ------------------- ------------------- - LANAI 9'4 CLG. 33.71+ 44.0 1-1 PR. 5H25 �R.2 J'4 CLG. BEARING WALL `Q 406 85F.F) � C" _ ----------- LQ FAMILY ROSH, 9'4 CLG. N� n (H `�' EXTENZ U - �' 4 '' WIND INFORMATION PER 6TH EDITION, 201' FLORIDA 5UILDING 3/0X8/0 ' i U U �' FRAMED v RESIDENTAIL CODE OPEN. 42' I. BASIC WIND SPEED: ----------- 140 MPH ALUMI!\ RASH. RAIU 2. WIND IMPORTANCE FACTOR: --------- N/,4------------------ \D 3. BUILDING CATEGORY: --------------- 5 I I I 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED 40 r 6 85F. COEFFICIENT: IN NOTE #5 ► ' 5. COMPONENT / CLADDING - - - - - SEE PLAN - - - - - DESIGN WIND FRE5SURE SEARING WALL 4X8 P.L. + I XXX I DESIGN WIND PRESSURE IAW FLA POS ; I I 161 I I - XXX RESIDENTIAL CODE SECTION R301 .(� l r i l lI 9'4 CLG. -�- NOTE: DESIGN PRESSURES EASED ON jr 5ASIC WIND SPEED AND NOT ULTIMATE WIND SPEED.cd id N GENERAL NOTES I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN e WASHER SPACE.O U FRAME 2. VENT DRYER THRU ROOF_ - 0=E 3. PROVIDE COLD WATER LINE FOR R-11 INSULATION l ICE MAKER LINE e REF. SPACE. CU, SEARING WALL 4. DO NOT SCALE PRINTS! CONSTRUCTION 4X8 P.L. TO 5E FROM CALCULATED DIMENSIONS POST ONLY. ANY DISCREPANCIES OR ERRORS GARAGE TO 5E REPORTED PROMPTLY TO 3080 F SUPERVISOR FOR CLARIFICATION, 9'4 CLG. UJ/ 14" 5. MECHANICAL EQUIPMENT LOCATION TO 5E GARAGE SHALL 5E SEPARATED 33.7 44.0 DETERMINED 5Y COMMUNITY STANDARDS FROM THE RESIDENCE 4 ITS ATTIC AND APPLICABLE COUNTY CODES. AREA 5Y NOT LESS THAN '%" GYP. 5D. APPLIED TO THE -GAR. SIDE. 6.DENOTES CONC. BLOCK PROVIDE 5/S" TYPE "X" GYP. 5D..�� WALL HGT. 'a 9'-4" A.F.F. AT CEILING ONLY APPLIED PER- 12'8 C. PENDICULAR TO CEILING FRAME. DENOTES GONG. 5LOCK-IB - - - - - - - WALL HGT. 'a 12'-8" A.F.F. 121.81+1 1. REFER TO TYPICAL DETAIL SHEET FOR f 24.8 - EXTERIOR WALL FINISH SPECIFICATIONS 16/0X7/0 OH.GR.DR, 8. REFER TO DETAIL SHEETS FOR FLASHING ------------------------------- REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES GROUT SOLID 9. ANCHOR THE CONDENSER UNIT TO BLAS PER CODE: M 1301.1 - M13071.2 10. ALL INTER. FIRST FLOOR CEILINGS AT 9`-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT 1A11 FLOOF,, FW1 N11,411 9'-0" UNLESS NOTED OTHERWISE, 1/8" =1'-0" (11X10 1/4"=V-0" (22X34 133.71+1 144.01-1 PR. SH25 SH25 REVMM 6Y Lu -0 u � 12-01-14 RDC tuul 9 Q) N o� 04 no Q)(L �� ov 'q► pj_ g w w 0 w _� _j N �Q) �TN _ aVaM , z 0 C1 X Cd N go 6�'0� a) U. C K sx awOa. _ o� Vw w M� w � U N � � :ECESS. Q PLUM5. DR'I'ER w O VENT °s f w CA O pp Z L� z o sC C .391 m n � Iu�, w O w i O e � uQ) UL Orp LLI 0 > p L w s z w �� e ° 0 Lu Z 3 :7)(J Oo a Q) w 4 Q) Q p 0 va p d) m DATE 03-21-12 Lu \ S u Lu O 5CALE A5 NOTED Cl �,, DRAWN RDC N 0 N ff #__JOB 3096 = _ Itl � NOTE: SEE FINAL COLOR SI -IFFY FOR FLOORING INFO SNEEt O ° O 3Ao1 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY- ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3, ALL INTERIOR FRAME WALL DIMENeION5 TO SE 31/2' UNLESS NOTED OTHERW15E. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO PE *11/2' UNLESS NOTED OTHERWISE. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. FFEF,, FL00f;R UJ/ DIMEN,51ON5 11,411- "=V-0" CIIXiI) I/4°=1'-0" (22X34) u� W o u� w Q) U) o� Q o� 0 oC� °- 00o L ULnN YJ � 00 [� L c 3 N 04 S X � S 61� N Z � � Q �0 0 Lu M � � L Lu U �0 4-3 4 Q)? - z Lu Lu S �' (Y- Lu Y- 01� Cl � 00 U z L o s� m _0 �� (Y-�9 LL Lu L O r U� 8 3� n M O 0 0� w 0�s LH w Lu L o �o Z L L 9 n0` OL 0 TZ ct S zU Lu L� w F- u ki � o � � O 5ASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTS I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN WASHER SPACE. i 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 DISCREPANCIES OR ERRORS TO 5E REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 2X4 D5L. 5. MECHANICAL EQUIPMENT LOCATION TO 5E STUD P05T DETERMINED 5Y COMMUNITY STANDARDS AND APDL ICA5LE COUNTY CODES. 6. DENOTES CONC, BLOCK WALL HraT. e 9'-4" A.F.F. DENOTES CONC. 5LOCK WALL HGT. Q X-0" A.F.F. 1. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 9. ANCHOR THE CONDENSER UNIT TO SLA5 PER CODE: M 1301.1 - M1301.2 10. ALL INTER, FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT Uf=f=EfR FLOOR PLAN W1 NOTE5 11,4 11 9'-0" UNLESS NOTED OTHERWISE. 1/8" =1`-0" NIX11) 1/4'=V-0" (22X34) M L- c. 4� I INr-c�Tqt::�I - 1/4 1 I C.JIN NOTE: DOOR FROM HOUSE TO GARAGE MUST Lu o� � PER 6TH EDITION, 201-1 FLORIDA BUILDING 5E SOLID WOOD DOORS NO LESS 1 3/5" W Q) RESIDENTAIL CODE IAW 8302.5.1 Lu U) DEAD LOADS Q FLOOR: STRUCTURE -------------- -I PSF ow CEILINGS -------------- 3 PSF C0 MECH/FLED-------------- 5 PSF o �3 PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF - 4 u ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- 1 PSF CEILINGS -------------- 3 PSF w MECH/ELEC-------------- 5 PSF 0 u� TOTAL --------------20 PSF FLOOR LIVE LOADS �L �3 M SL N RESIDENTIAL FLOOR: ------------40 PSF u s� UNINHA51TA5LE ATTIC :3 0 �, WITHOUT STORAGE: ------------ 10 PSF UNINHA51TA5LE ATTIC W/LIMITED STORAGE: ------------ 20 PSF w ROOMS OTHER THAN LL @ 0 SLEEPING ROOM: ------------40 PSF U� 3 lz SLEEPING ROOM: ------------30 PSF > o� STAIR LIVE LOAD: ---------------40 PSF o�S 5ALCONIE5:---------------40 PSF vfj LH FASSANGER VEHICLE GARAGE: - - - - 50 PSF w' ROOF LIVE LOADS u � MINIMUM ROOF LIVE LOAD (PSF) 00 , n TRI5UTARY LOADED AREA (SQ. FT.) Z s— 'FOR ANY STRUCTURAL MEM5E8 ' 3 ROOF SLOPE 0-200 201-600 OVER 600 14 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 16 14 12 >_ 12:!2 12 12 12 WIND INFOR1IATION PER 6TH EDITION, 2011 FLORIDA 5UILDINC RESIDENTAIL CODE (Y 1. 5A5IC WIND SPEED: ----------- 140 MPHN O U di S 2. WIND IMPORTANCE FACTOR: --------- N/A �0 � cc @ N 3. 5UILDING CATEGORY: --------------- 5 � C) + X 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IA.0 FLA _ XXX RES( NTIA DE L CO DE SECTION -8301 KNEE SP.-, NOTE: DESIGN PRESSURES 5ASED ON 5ASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTS I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN WASHER SPACE. i 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 DISCREPANCIES OR ERRORS TO 5E REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 2X4 D5L. 5. MECHANICAL EQUIPMENT LOCATION TO 5E STUD P05T DETERMINED 5Y COMMUNITY STANDARDS AND APDL ICA5LE COUNTY CODES. 6. DENOTES CONC, BLOCK WALL HraT. e 9'-4" A.F.F. DENOTES CONC. 5LOCK WALL HGT. Q X-0" A.F.F. 1. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES 9. ANCHOR THE CONDENSER UNIT TO SLA5 PER CODE: M 1301.1 - M1301.2 10. ALL INTER, FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT Uf=f=EfR FLOOR PLAN W1 NOTE5 11,4 11 9'-0" UNLESS NOTED OTHERWISE. 1/8" =1`-0" NIX11) 1/4'=V-0" (22X34) sQ) S &S M \-v� Lu o� � W Q) Lu U) o Q Lu U ow no C0 u� o �3 -L 4 u u� o w w coco Q 0 u� � �L �3 M SL N o u s� �4 sQ) S &S NOTE: SEE FINAL DOLOR SHEET FOR FLOORING INFO Q� o � Lu ru u� Lu U � C0 ro S � �3 4 s� w w s� 0 � 00 u o u s� -•� 67 :3 0 �, w LL @ 0 r_ 0 U� 3 0 z pLu� —0 > o� Q Lu o�S vfj LH �, 0 w' u � 00 o n Z s— O S N �0 Lu Q @ N N � C) I -- NOTE: SEE FINAL DOLOR SHEET FOR FLOORING INFO Q� o � (3) 3" FALSE '-' PIPES- PRO, E TA I L UNrs. DETAIL 3/41=1'-O" (11X11) I'/2"=V-0"(22X34) ALUM./VINYL SOFFI' "FYPON" BRACKET 5<T14X14 OR EaUA [DETAIL 1'=1'-0"(22X34) FIBERGLASS SHINGLES EL.19'-53/4" /PL.HGT. �L:18'-43/4" /HDR. HGT. 1X6 SMOOTH FINISH SAND FIBERGLASS SHINGLES E ,_10'-S3/4" /2ND. FN. FL. SEL. 9'-4" /FLT, HGT. h EL S' -m" /HDiz. HGT. 18"X30" HF.RND. LOUV. VENT W1 ]X6 SMOOTH FIN. BAND 1X8 SMOOTH FINISH SAND EL. 0'-0" /FIN. FLR. 3� "TEXT cEMENTITioUS " FIBERGLASS SHINCzLES 5RACKE75 TO DETAIL 6A 1X6 SMOOTH FINISH SAND EL.19'-83/ " /PL.HGT. EL. 12'-8" /PLT. NGT ENTRE' EL.10'-53/ " /2ND. FN. FL_ EL. 9'-4" /FLT. NGT. EL. S'-0" /HDR. HGT., 1X6 SMOOTH FIN 1 SH SAND EL. 0'-0" /FIN. FLR. $ FIN(SH 8 2'-4" 3/a" TEXTURED CEMENTITIOUS FINISH f CNT ELEVATICN IlAll EXTERIOR FINI&H NOTE& I. LATH TO BE ATTACHED 114W R103.1.1 OF THE 6TH EDITION, FBCR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R7103.12 OF THE 6TH EDITION, FBCR: 2011 3. WEEP SCREED TO BE INSTALLED IAW 8103.1.2.1 OF THE 6TH EDITION, FBCR. 2011 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103.1.3 OF THE 6TH EDITION, FBCR. 2011 5_ "ZIP SYSTEMS" WALL SHEATHING MAY SE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. l 12 6 FIBERGLASS SHINGLES _b_L.19'-83/4" /PL.HGT. OEL:18'-43/4' /HDR. HGT. _ EL.18'-43/ " /HDR.- HGT. TEXT_ CEMENTITIOUS FIN. ON METAL LATH OVER 1/16" CJ CJ/$" TEXTURED CEMENTITIOUS OSS. SHEATHING \\ \\ �\ \\ FIN. ON METAL LATH OVER 7/16" OSB, SHEATHING 12 EJa,aO'-83/4" /2ND. FN. FL. - 4 EL -lo' -53/4' /2ND. FN. FL SEL. 9'-4" /FLT. HGT. FIBERGLASS SHINGLES EL. 9'-4" /PLT. HGT. OLEL. S' -O" /HDR. HGT. FL_ 8'-0" /�4OR u�-TT L EL. 0'-0' /FIN. FLR. EL. 0'-0" /FIN. 1/5"=1'-0" (I1X11) 1/4"=1'-0" (22X34) 0E v � � w ) 0� Q 0� no Co S-0- � 0- Oo zo �i UL -5 0 r6 i �Q Vu N L MIR � 3 Q� L sx � S = u� U VE 0 NO LU r� U- i w :3 u �o Q z LU LU S �' 0 00 u� o s� m � O o-0 LL LU � 4s O r U� 8 3 CU o W o0 Ci F= Q) LU ff 0), S LLI LU (s) s ui L �O E �z o � � Q (� o Q �S Z LU (o fV CL � o =�0 ■ i i� " FIBERGLASS SHINCzLES 5RACKE75 TO DETAIL 6A 1X6 SMOOTH FINISH SAND EL.19'-83/ " /PL.HGT. EL. 12'-8" /PLT. NGT ENTRE' EL.10'-53/ " /2ND. FN. FL_ EL. 9'-4" /FLT. NGT. EL. S'-0" /HDR. HGT., 1X6 SMOOTH FIN 1 SH SAND EL. 0'-0" /FIN. FLR. $ FIN(SH 8 2'-4" 3/a" TEXTURED CEMENTITIOUS FINISH f CNT ELEVATICN IlAll EXTERIOR FINI&H NOTE& I. LATH TO BE ATTACHED 114W R103.1.1 OF THE 6TH EDITION, FBCR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R7103.12 OF THE 6TH EDITION, FBCR: 2011 3. WEEP SCREED TO BE INSTALLED IAW 8103.1.2.1 OF THE 6TH EDITION, FBCR. 2011 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103.1.3 OF THE 6TH EDITION, FBCR. 2011 5_ "ZIP SYSTEMS" WALL SHEATHING MAY SE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. l 12 6 FIBERGLASS SHINGLES _b_L.19'-83/4" /PL.HGT. OEL:18'-43/4' /HDR. HGT. _ EL.18'-43/ " /HDR.- HGT. TEXT_ CEMENTITIOUS FIN. ON METAL LATH OVER 1/16" CJ CJ/$" TEXTURED CEMENTITIOUS OSS. SHEATHING \\ \\ �\ \\ FIN. ON METAL LATH OVER 7/16" OSB, SHEATHING 12 EJa,aO'-83/4" /2ND. FN. FL. - 4 EL -lo' -53/4' /2ND. FN. FL SEL. 9'-4" /FLT. HGT. FIBERGLASS SHINGLES EL. 9'-4" /PLT. HGT. OLEL. S' -O" /HDR. HGT. FL_ 8'-0" /�4OR u�-TT L EL. 0'-0' /FIN. FLR. EL. 0'-0" /FIN. 1/5"=1'-0" (I1X11) 1/4"=1'-0" (22X34) 0E v � � w ) 0� Q 0� no Co S-0- � 0- Oo zo �i UL -5 0 r6 i �Q Vu N L MIR � 3 Q� L sx � S = u� U VE 0 NO LU r� U- i w :3 u �o Q z LU LU S �' 0 00 u� o s� m � O o-0 LL LU � 4s O r U� 8 3 CU o W o0 Ci F= Q) LU ff 0), S LLI LU (s) s ui L �O E �z o � � Q (� o Q �S Z LU (o fV CL � o =�0 „, EL.Ig'-83/4” /PL.HG Y �L.18'-4314 ° /HDR. HG 8" TEXT. CEMENTITIOUS FII ON METAL LATH OVER 1/1� OSB. SHEATHIN r, EL. 12'-8" /FLT. HG E .10' - 834 " /2ND. FN. FI EL. 9'-4' /FLT. HG h EL. 8'-0" /HDR. HG �S r >_^ r u>«v �.cr - i=iv 1 1 1 1 vu'-:� FINISH RIGHT ELEVATION. "Ali I/5"=1'-0" (IIXIl) 1/4'=1'-0" (22X34) EL.19' — 83/4 " /PL.HGT. _.18' - 43/ " /HDR. NGT. GEMENTITIOUS FIN. �L LATH OVER i/fro" OSB. SHEATHING EL. 12'-8" /PLT. HGT. 0'-83/4" /2ND. FN. FL.,. EL. 9'-4" /PLT. HGT. :L. S' -O" /HDR. HGT. �+iv i i i ivu.-d FINISH LEFT ELEVATION 114" 1/01=1'-O' NIXII) 1/4'=V-0" (22X34) EXTERIOR FINIeH NOTEe I. LATH TO BE ATTACHED IAW R-103.1.1 OF THE 6TH EDITION, FBCR, 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R-103.1.2 OF THE 6TH EDITION, FBCR. 2011 3. WEEP SCREED TO BE INSTALLED IAW 8103.12.1 OF THE 6TH EDITION, FBGIR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103.13 OF THE roTH EDITION, FBCR. 2011 5. 'ZIP S"r5TEM5" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALL&. � Q) W ) L O Vl �(L O � UL 06 0 [� L �Q to ,L z 3 (10 04 N Q) x Q1 � S z 0� u -5 'E o �o LU r� V w U o a'-3 � L LU w Q � S � 61� LU � 00 Z L� m L w s_ _ s0 LH �- 9s r U Q1 0 o>��; wtu o� w NO CL do S 0 L � U4 - L 2� u Q1 � S LU U u Lo S 0 Y- C) Y � � n � O A 1„I I GRO " " INK --o— \0 fro' PRE -ENG. UJD. FLOOR SYSTEM 24" O.C. 2X4 LEDGER- ATTACH UJ/ 126 NAILS v 6 O.C. HANDRAIL 8311.1.8. &TH EDITION - FBCR (2011) 341-38' ABV. TREAD NOSING ON OPPOSITE WALL 2x4-(—olt. 1 J" 1 1 P"\—Or—f W/ 126 CUT NAILS 'a) (o" O.C. 1/4"=1'-0" 111X11) 1/2"=1'-0' (22X34) 1Xro (5 HOOKS) W4" QTR. RND. 3/4" QTR. RND. 3/4" FINISHED PLYWOOD BY 12-0-14 RDC si 04N ' Z C -W •� J W F- W (� N N Q � V II � o Z a: Cd N m C 1„I I GRO " " INK --o— \0 fro' PRE -ENG. UJD. FLOOR SYSTEM 24" O.C. 2X4 LEDGER- ATTACH UJ/ 126 NAILS v 6 O.C. HANDRAIL 8311.1.8. &TH EDITION - FBCR (2011) 341-38' ABV. TREAD NOSING ON OPPOSITE WALL 2x4-(—olt. 1 J" 1 1 P"\—Or—f W/ 126 CUT NAILS 'a) (o" O.C. 1/4"=1'-0" 111X11) 1/2"=1'-0' (22X34) 1Xro (5 HOOKS) W4" QTR. RND. 3/4" QTR. RND. 3/4" FINISHED PLYWOOD BY 12-0-14 RDC si 04N fro' PRE -ENG. UJD. FLOOR SYSTEM 24" O.C. 2X4 LEDGER- ATTACH UJ/ 126 NAILS v 6 O.C. HANDRAIL 8311.1.8. &TH EDITION - FBCR (2011) 341-38' ABV. TREAD NOSING ON OPPOSITE WALL 2x4-(—olt. 1 J" 1 1 P"\—Or—f W/ 126 CUT NAILS 'a) (o" O.C. 1/4"=1'-0" 111X11) 1/2"=1'-0' (22X34) 1Xro (5 HOOKS) W4" QTR. RND. 3/4" QTR. RND. 3/4" FINISHED PLYWOOD (TYP.) _ � KNEE Sfi', BASE TRIM <142) <41 l INTEf;RlCf;R ELEVATIONS I/8'=1' -m' CIIXII) 1/4'=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. FIBERGLASS SHINGLES PRE - ENG. WD. TRUSSES SYSTEM s 24' O.C. INSULATION PER 2011 F1 ENERGY CONSERVATIC 6TH EDIT -OEL. I'3' -a3/4" /FLT. HGT. . 18'-43/4' /HDR. HGT. w EL.10'-83/4" /FIN. FLR. k EL. 9'-4' /PLT. HGT. r- hEL. S' -O' /HDR. HGT. 11 EL. 0'-0" /FIN. FUR, / sh'\CfR055 (11X11) 1/4'=1'-0" (22X34) LU p E w ) Q Q� O nom, o Q) CU (� 0 �o ILL Q) � Q N N ,N L z3 QN Q� �u 6� Q)z LU `a w �► U � N � � 4 a3 Z W• Q L LU N �S V� O O Z L Q � � N (Y -LL N9 o W LL Qs 0� Z— L o LU o>�� LU LU 0� LU S CL oho B �0 UQ) e � s� o � u O Wz w Jz: LU CIL 0 Q N w N � I 0 REVOONS BY 12-0-14 RDC si 04N ' Z C -W •� J W F- W (� N Q � V II � o Z a: Cd N 1 C anal �w 0 V z 0z (TYP.) _ � KNEE Sfi', BASE TRIM <142) <41 l INTEf;RlCf;R ELEVATIONS I/8'=1' -m' CIIXII) 1/4'=1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. FIBERGLASS SHINGLES PRE - ENG. WD. TRUSSES SYSTEM s 24' O.C. INSULATION PER 2011 F1 ENERGY CONSERVATIC 6TH EDIT -OEL. I'3' -a3/4" /FLT. HGT. . 18'-43/4' /HDR. HGT. w EL.10'-83/4" /FIN. FLR. k EL. 9'-4' /PLT. HGT. r- hEL. S' -O' /HDR. HGT. 11 EL. 0'-0" /FIN. FUR, / sh'\CfR055 (11X11) 1/4'=1'-0" (22X34) LU p E w ) Q Q� O nom, o Q) CU (� 0 �o ILL Q) � Q N N ,N L z3 QN Q� �u 6� Q)z LU `a w �► U � N � � 4 a3 Z W• Q L LU N �S V� O O Z L Q � � N (Y -LL N9 o W LL Qs 0� Z— L o LU o>�� LU LU 0� LU S CL oho B �0 UQ) e � s� o � u O Wz w Jz: LU CIL 0 Q N w N � I 0 REVOONS BY 12-0-14 RDC si 04N ' Z C -W •� J W F- W (� N Q � V rf V M , o Z a: Cd N 1� V W C p^ C QwnO!E �w 0 V z 0z jlo 0 u Inoue u w�Jwf�fJ j U) w or 00 W r� z z O z V) w ?cw DATE 03-21-12 SCALE AS NOTED DRAWN RDC JOB 3096 SHEET O on OF SHEETS M CHANIC,4L/GF=NF=R,4La NOTES 200AMP Wf=#4/0 ALUM, S.E.R. BREAKER '7 200,4 -MAIN BREAKER PER /oTH ED. 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W1 SIZES 4 R -VALUE NI INSIDE PANEL COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY METER # 5 RMX TO RNC. CODE FOR BUILDING CONSTRUCTION 610.1 A5C.1 # 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 FBC-R 2011 6TH SECTION UTILITY CO. AND FUR M1305.1 INTERIOR PANEL 3.) AIR 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 1„11602 OF THE BOND #4 BARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V ELECTRICAL RISER DIAGRAM BRANCH CIRCUITS SUPPLYING OUTLETS OR 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 W/ APPLICABLE PROVISIONS OF THE NATIONAL BEDROOMS, DENS, CLOSETS, SUNROOMS, ELEC. CODE 250.52(AXI) TO (6), LOCAL CODES, AND THE LOCAL POLDER 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 vertical and must be at least 20 ft. long. 5.) IAW NEC 2014- 406.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT, vertical and must be at least 20 ft. long. 6.) 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. long, 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 Uf=CN ACTIVATION IAW FBCR 8314.3 is in direct contact with the earth. The reinforcin 4 R314.4. MODEL# TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a single BRK: SMOKE -912013, 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. SJ 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. P2501.1 concrete -encased electrode must be used as a !grounding electrode only If it is available. In those 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING jurisdictions, 1F 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 15' ABOVE GARAGE FLOOR UNLESS IT IS 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(X)(2) �L�C�i�IC,�I_ LsGND $ SINGLE POLE SWITCH <I OUTLET, Tv/CABLE $3 THREE WAY SWITCH A OUTLET, PHONE OUTLET 110-115 D INTERCOM 4) OUT, 110-115, SPLIT WIRED ® CHIMES _ OUT. 110-115; W/ U55 0 SMOKE DETECTOR OUT. 110-115, CLG. MOUNT. cry CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. EH PUSH BUTTON 0 6P L. PURPOSE 220-240 EXHAUST FAN LIGHT FIXT., CLG. MTD, EX. FAN/LIGHT COM50 LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL © LIGHT FIXT., REC. ADJUST. ® ICEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN Q I CEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT Fil ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT E LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER r FLOOD -____ — -- — — _ _ FLOOD FIST �LOOF�,, ELECT L FL AN I/8'=1' -m' (IIXIi) 1/4'=1'-0' (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS QREVE< 0 U � 12-01- W 9� 0 o �Is- c� O W -6 0 N L CL �I- 0) Q ) Q N Q �0 w (Z LL OL � u � �o 4 S Z W . s L O u 0� z LQ C1 G Ci �� LLW 0 C14 Z _0 OLLI w E Q) LU LE-= o po CC Z L -L C �i M0 C ( Q) L p � � N � � Q)-0 WC O � p 0 DATE LU S Z �v OOw O SCALE Cl DRAW N � JOB U • • SNEEI U 1 IEC�4ANICAL AS;ENERAL NOTE& 200AMP WP. #4/0 ALUM. S.E,R. BREAKER 200A -MAIN BREAKER PER 6TH ED. 201-1 FLA BLD. CODE -RESIDENTIAL iJ COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE NI INSIDE PANEL COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY METER # (5 RMX TO RNC. CODE FOR BUILDING CONSTRUCTION 610.1 A5C.1 # 10/3 TO DRYER # 10/2 TO W/HPLIANCES 2.)APSHALL. BE ACESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT SECONDARY A/C 4 A/H T.B,p. WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY# 14 FOR LIGHT A) CHAPTER 13 OF THE FBG -R 2011 6TH SECTION UTILITY CO. ANp FUR M1305.1 INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY 5ALANCED. ALL ROOMS ISOLATED INTERSYSTEM BONDING FROM THE RETURN AIR SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1(o02 OF THE BOND #4 BARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E,C. 250.52(AX3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V ELECTRICAL RISER DIAGRAM BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE: NT.5. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL. RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL BEDROOMS, DENS, CLOSETS, SUNROOMS, ELEC. CODE 250.52(AX1) TO l6), 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 vertical and must be at least 20 ft. long. 5:) IAW NEC 2014- 406.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL SE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT. vertical and must be at least 20 Ft. long. 6.) 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 % inchin diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SHALL BE ft. long, encased in 2 in of concrete+ (2) 20 ft. WITHIN V 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 R314.3 is in direct contact with the earth. The reinforcin 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. S.) 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 FLAMM,45LE electrode system if it is present. Several states VAPOR IGNITION RESISTANT. IAW FBCR 2011, have modified this requirement to say a 6TH ED. P2501.1 concrete -encased electrode must be used as a grounding electrode only if it is available, In those (-3.) 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 IS 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 201-1, 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) ELEC�Rf CAI LEC�E1�l� $ SINGLE POLE SWITCH <-I OUTLET, TV/CA5LE $ THREE WAY SWITCH 4 OUTLET, PHONE OUTLET 110-115 ❑H INTERCOM m�n OUT. 110-115, SPLIT WIRED ® CHIMES OUT, 110-115, W/ U55 0 SMOKE DETECTOR OUT. 110-115, CLG. MOUNT. cM CAR50N MONOXIDE ® OUT. 110-115, FLR. MOUNT. D PUSH SUTTON ® SPCL. PURPOSE 220-240 G EXHAUST FAN LIGHT FIXT., CLG_ MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL © LIGHT FIXT., REG. ADJUST. ® ICEILING FAN, PREWIRE LIGHT FIXT,, PULL CHAIN Q CEILING FAN, INSTALL LIGHT FIXT.,FLUORESCENT Q ELECT. JUNCTION BOX 4:!�, LIGHT FIXT., EXT. FLOODS ® THERMOSTAT ExiT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER UPP�� FLOOR, ELECTRICAL FLAN /8"=I'-fD" CIIXiI) I/4'=I'-O" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS NOTE & 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 45500. STANDARDS AND/ OR ,4CCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE roTH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO BE SIZED Bl' TRUSS MANUFACTURER OR FL, REG. ENG. 5. TRUSSES SHALL 5E BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL 5TA51LITY IN ACCORDANCE WITH THE REOUIREMENTS SPECIFIED IN THE CON5TRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU55 DESIGN DRAWING5. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA 5C5I 1. 6. REFER TO TRU55 MANUFACTURER'S DRAWING5 FOR TRU56 PLACEMENT 4 TRU55 TO TRUSS CONNECTIONS. 'l. SHINGLE ROOF: UNDERLAYMENT TO 5E INSTALLED IAW F5CR 2011, roTH EDITION R905.2.3. FIFR&T FL 00FR TRUSS L?4i'OUT "A /8'=I' -D' (IIXIl) I/4'=I'-0' (22X34) W W 0� CC vi WnQ) �? o; Q o9 0 v� I �- o o L _j U 7rjo �L �4 N i � 3 � N N S Q) I- LU uN QL U :3 0 � L z LU QS f Lu -� p Q � 00 u Z L � � S � m � LU L� 0 0Q) N o LLIo0 o >�1 LU LLIo LU F- S UL Q �0 o � � 0 3 L o co� w ��U LU 90 o _ N LU w iy- F LL F- v ' O ATTIC VENTILATION CALCULATIONS PER F5C2011 (oTH EDITION R806: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPADE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2910 S.F. = 9.7S.F. NET FREE VENT. 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.85S.F. PROVIDED W/OFF RIDGE VENTS: 5 VENTS 'a .97S.F. /VENT. (VENT TYPE: LOMANCO MODEL OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - - 8.OS.F. PROVIDED UJ/ VENTILATED SOFFITS Q EAVE:- - ( 92L.F. a 0.087S.F. VENTING PER L.F.) UPPER PORTION PERGENTAGE: 49% LOWER PORTION PERCENTAGE: 51% NOTE& 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPIGAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS 1=ER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE 6TH EDITION (2010 FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO SE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5. TRUSSES SHALL BE BRACED TO FRE - 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 5C51 1. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT & TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FPGR 2011, 6TH EDITION R9OF;,.2.3. 2ND. FLOOfR- TF,..,U55 LAi'OUT "A" /8'=1'-0" CllXll) I/4'=1' -O' (22X34) U) RE w — CJ 0 0 12 w9� U) o� < o �' n Q' (L �I O L �0 N I �6 L N � � QQ) N �L c 3 QN Q� _c � S _ Q) VE r n �0 Lu Q i w U �o N S CA 0 00 z L� o s� o �9 w i 0 0Q) oW�o o� o w E� U Q \DW�,o Lu n Q pc mQ n S w z Lu 0 0 � JO CL :]] OOF pv Q N RE �uui -(1-p lug 0 F= 12- I�uuu�i 9 d Op u � )6 �F . � L - N Q) � t N c � X = H � U Imo' 'N U VE N -0 Z +' Q -0 LU cam. LU U � ° Q N � Q S z LU , Q L N �S Q 0 ° ° V Z L ° mff N uI ° L v I� LU •� :ELL �C 0 � � L O 0 Q 0� w LU � 0 LU wQp- 0 S E L o o� p c) cu DA1 s _z U � O SCS N w cn w JOE tY �- U SNE N p ROOF DECKING -EXTERIOR WALL- E FOLLOW DETAIL W2/p4 DETAIL W2/D4 a 24" O.C. ((F APPLIES) FRE -ENG. R24" O.C. (IFWD FL FLOOR FOR TOP OF WALL MTL_ FLASHING I . 2X TO AT ( I � I � I I PRE -ENCS. WD. TRU55E D5L P L E DBL. 2X TOP PLATE 45 E PLT. TO CRIPP E TO HDR. (2) 126'5 a BTTM. PLT. 24" O.C. 2X4 BLOCKING (IN 2X CRIP LE 1(' O.C. 2X CRIPPLES 1 " O.C. TO EACH TRUSS 'a EA. TRUSS TO BETWEEN TRUSSES) W/ 2X4 BLOCKINGc W1 2-126 2�o (2) 12d'S a EA_ STUD PRE -ENG. WD. a 16" O.C_ LEDGER GIRDER TRUSS OR SINGLE FLR. TRUSS 2X4 LEDGER BOARD a EA. STUD CONTINUOUS W/(2) LA 81 TO TOP 3%" PLYWD. SUB-FLR_ SCREWS a EA. FLOOR PLATE STRUCTURAL SHEATHING TRUSS ATTACHED PER NAILING —FIRE -ENG. WD. GIRDER SCHEDULE- SEE DETAIL 2 2X8 HEADER W/ 1/2 2 2X8 HEADER W/ 1/2' \vxx1/D5 PLYWD_ FLITCH PLATE PLYWD. FLITCH PLATE PRE -ENG. WD_ - (SPAN UP TO ro') (SPAN UP TO 6') TRUSSES L2 2X12 HEADER W/ 1/2 " L2 2X12 HEADER W/ 1/2 " . PLYWD. FLITCH PLT. PLYWD. FLITCH PLT. 17�19 DETAIL (SPANS (o' TO 12') (SPANS (o' TO 12') f ETALQ4,)1/2"=1'-O" (11X11) 1"=1'-O" (22X34) a EA. HEADER DBL_ 2X FULL- LENGTH �5 HDR_ STUDS QJ41/2"=1'-0' (11X10 1" =1'-0" (22X34) xx STUDS ROOF DECKING 45 a POST TO LVL DBL. 2X HEADER DBL 2X FULL LENGTH FOLLOW DETAIL W2/D4 STUDS- ( SGL. HDR. FOR TOP OF WALL STUDS STUD FOR SPAN 6' OR LESS, U.N.O. (2) 126'5 a BTTM. PLT. DBL. 2X HEADERSTUDS (SGL. HDR. TO EACH TRUSS PRE -ENG. WD. GIRDER STUD FOR BPAN 6' TRUSS OR WD. BEAM 2X STUDS s 1(o" O.G. OR LESS, U.N.O. ) PRE -ENG. WD. GIRDER 2X4 BLOCKING W/ 2-12d DBL. 2X TOP PLATE TRUSS - a 16" O_C. 2X STUDS a 16' O.C. 3/4' PLYWD. SUB-FLR. 4X8 P.L. POST 2X P.T. SOLE PLATE 2X P.T. 50LE PLAT FRE -ENG. WOOD TRUSSES e 24'O.C. )dSTRUCTURAL SHEATHING 81 a POST TO SLAB (:F)50LE a EA. STUD TO ATTACHED PER NAILING PLATE SCHEDULE- SEE DETAIL 1/p5 2X P.T. SOLE PLATE ' '/2 "-P ANCHOR BOLT W/ 2" 1/2 "4 ANCHOR BOLT W/ 2" - °D r i WASHER- a 32" O.C. MAX i i i i WASHER- a 32" O.C. MAX r ° J 1L I" EMBED. ' L 'LL MINIMUM -I" EMBED_ 'LL L _7 L _7 _7 _7 HANGER Y TR r��IDETAIL MANUFAGTBURERUSs — , t> [DETAIL��RG. LU/® �PL_ I�T� 2 1 [DETAIL (ARG. uJ/ UPL I FT ) �4 1/2"=1'-0' (11X11) I"=1'-0" (22X34)=1'-0" (11X11) 1"=1'-0" (22X34)"_ '_]'=I'-0" �4 1/2 -1 m (11X10 (22X34) f REINFORCED CO C. EXTERIOR WALL SEE EDE TA l N FTG. PRE -ENG. GIRDER 5 SEE FOUNDATION PLAN DETAIL W2/D4 14 TRUSS 1/2"=1'-0" (11X10 i"=1'-0" (22X34) MTL. FLASINING 301 a TRUSS TO PRE -ENG. WE). TRUSSES 2X4 BLOCKING (IN FOLLOW DETAIL W2/D4 ROOF PECKING TOP PLATE a 24" O.C. BETWEEN TRUSSES) W/ FOR TOP OF WALL (2) l2d'S a EA. STUD vix, (2) 126'5 a BTTM. PLT. 04 TO EACH TRUSS a EA. TRUSS TO, /7p / �� DBL. TOP FLT.--/ 2� LEDGER PRE -ENG. WD. GIRDER / TRUSS 2X4 BL KI / 2-126 a 16" O.C. �ij a COLUMN TO 3%" PL1'WD. SUB-FLR. _J— SPLATE 2X4 LEDGER BOARD — CONTINUOUS W/(2) LA PRE - ENG. WOOD SCREWS a EA. FLOOR TRUSSES a 24"O.C. STRUCTURAL SHEATHING T R TRUSSES 24D. FLOOR TRUSS ATTACHED PER NAILING TRUSSES a 24" O.C. SCHEDULE- SEE DETAIL ° I/D5 DBL. 2X TOP PLATE PRE -ENG. WD. TRUSSES a 24" O.C. 2X'6 a lro" O.C. T A I X40X4" PSL COLUMN Q4 Q4 1/2"=1'-0" (11X10 1"=1'-0" (22X34) HANGER BY TRUSS MID -WALL BLOCKING MANUFACTURER PRE -ENG. GIRDER �4 TRUSS 1/2"=1'-0" (11XiI) 1 =1'-0" (22X34) FOLLOW DETAIL W2/p4 ROOF DECKING FOR TOP OF WALL 112 "0 ANCHOR BOLT W/ 2" a COLUMN TO 3/4" PLYWOOC) 38 DSL. TOP PLT. WASHER- 'a 32 O.C. MAX 98 TIE BEAM SUS -FLOOR PLATE (2) 12d'S a BTTI" I. PLT. MINIMUM '1" EMBED. TO TOP TO EACH TRUSS PRE -ENG. FLOOR 81 2X P.T. SOLE SYSTEM 6 24' O.G. PRE -ENG. WD. GIRDER 2X4 BL KI / 2-126 PLATE TRUSS e 16' 0. C, IF 411X4" PSL , COLUMN 3�4" fi LYWD. SUB-FLR. STRUCTURAL SHEA HIND ��- 3/4" PLYWOOD ATTACHED PER NAILING ° °;; D 11 11 I;;I I I I I I I SCHEDULE- SEE DETAIL - 11 11 I!lI �1 SUB -FLOOR UD — 11 11 1l;1 0 x x ° I 1 I I'll I I 11 26 a EA. TRUSS TO CONC_ SLK. PRE- ENG LV WALL—J-1---- _J1---- 1�----1-L----U--- LEDGER OR GIRDER fi�RE-ENG, WD. ' TRUSSES PRE -ENG. WD. TRUSSES a 24" O.G. �4 REINFORCED GONG. FTG. r -'j SEE FOUNDATION PLAN f 2X6 LEDGER BOARD SOLI -,E) E tA I L BLOCKING TAI CONTINUOUS ` WK2) LAG TAUNDER COLUMN 18 1 � [:)EiL3 1/2"=1'-0" (11XIi) I'=1'-0" (22X34) 1/2"=1'-O (11X10 1"=1'-0" (22X34) TSRCfR WS a EA. FLOOR Q4 1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) 4 1/2"=1'-O' (11X1-1) 1'=1'-0" (22X34) U) Q REVISIONS BY Lu � � u � 12-0-14 Roc W9� N om cq Q Z O o Q) � cr w 0 rn° w �- 2 irc L uQ)� -6 0 g N cj)Q)8 (15 �c �04 F _ ,) � to i CL Z a N W °� Q) x S <wW)0a. V_1 z Q) v w VE w M� V V �vJ Lu :3 13) � ° CA a5 J Q) i Q S� Lu Q 0 0 0-11 u no z i m d -13� o� o o � on- LLw i F-- Q1 4s r OQ) z w o 0 w F Q) S uQ) z W w° DO (s) �S Lu � L� o�° 0 Z I -Lt �0 0 O Q) Q, o 3: u �— Q) 0 p d) m DATE 03-21-12 S Lu u O SCALE AS NOTED N w DRAWN RDC Lu � J05 3096 U SHEET o 14 :r — Oi OF SHEETS 10" 3/4" PLUG. SUB -FLOOR 2X8 JOISTS 0 16" O.C. MAX. 2X12 TREADS - CUT TO FIT r 1X8 SKIRT BD. 2XS LEDGER- ATTACH TO STUDS W/ (2) 12d Q EACH STUD ► 1" ' 181 JOISTS TO LEDGER 2X15 16" O.C. MAX 1�2 " PLYWD. BLOCKING r *ADD 2X4 VERCla TIALS 1& "O.C. AS _ - REQUIRED 51' MUNICIPALITY- TO BE 2X12 STRINGERS ' PLACED DIRECTLY UNDER LEDGER r r r FDATA: TOTAL MSE: 10'-8 3/4" (1-1 RISERS 1 9/16' EA.) TOTAL RUN: 13'-4" (16 TREADS 'a 10' EA.) 4 ST,41f;R CONNECT. STAIFR E)ETAIL �5 3/4"= 1'-O" (11X11) 11/2"= P -O" (22"X34") PLATFORM FRAMING 3/4"= P -O" (11X11) 11/2"= 1'-O" (22"X34") STAIR DATA 11/4'-2' MAX 1 1/2 " 3/4' PLWD. SUB -FLOOR CONTINUOUS HANDRAIL IAU1 6TH 5ECTION-F5CR(2011)- R311, INSTALL 34"-38" ABV. PRE -ENG. FLOOR TRUSSES TREAD NOSING 24' O.C. MAX. Z - iv BALUSTRADE HANDRAIL BRACKET AT z MAX- SELECTED 51' OTHERS -SEE MANUFACT. RECOMMENDATIONS O FOR ATTACHMENT U- X SOLID 2X4 WOOD BLOCKING AT EACH BRACKET. " 2X4 LEDGER IN BETWEEN m STRINGERS- ATTACH TO FLR. TYf=IGAL INTERIOR WALL TRUSS UJ/ 126 NAILS e 6" O.G. CONSTRUCTION 4 (2)12d 'a EA END OF LEDGER TOE -NAILED TO STRINGER T H AN ED fRA L ED E T F, 5 T A I CNN E C; T-, 5 15 3/4"= 1'-O' (11X11) 11/2"= P -O" (22"X34") (11X11) 11/2"=1'-O". (22'X34') STFINGER TO FLOOR TRUSS NOTES: STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2011, 6TH EDITION SECTION R311.1 MAX. HGT. OF R15ER TO BE 134" MIN. WIDTH OF TREAD TO BE 9"(EXCLUSIVE OF NOSING) ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1' OF NOSING 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER IN ' 3/S" MAX. VARIATION IN ANY RISER/TREAD NAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" 2" OR TO PROVIDE EQUIVALENT 2X4 P.T. 1N BETWEEN STRINGERS- ATTACH_ TO SLAB UJ/ 12d CUT NAILS 'm 6' O.C. AND (2) 120 GRASPABILITY. EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS: MIN. 6' WIDE e NARROW) END 34"MIN.-38°MAX., HANDRAIL HGT. HEADROOM CLEARANCE MIN. 6 8 T STAIfR CONNECT. �5 3/4'= P-0' (11X11) 11/2"= 1'-O" (22"X34") STRINGER TO FLOOR E CONNECTOR SCHEDULE CONNECT. TYf=EFASTENERS SI MPSON USP MAX. UPLIFT LAT. LDS, F1 / F2 pESCRIPTION PER CONNECTOR DESCRIhT ION FASTENERS PER CONNECTOR 4 HETA20 14-10d x 11/2" ETA20 14-106 1,810 65 / 960 5 DETAL20 15-10d x 11/2" N/A N/A 2,480 2000/1310 20 H3 RFT: 4-8d / PLT: 4-5d RT3 RFT: 4-5d / PLT: 4-0d 455 125 / 160 21 N1 RFT:6-Sdxl1/2 "/PLT:4-8d RT15 RFT:5-5dxl1/2 "/PLT:5-5d 415 485 / 165 22 H10A RFT: (9)106 x 1 1/2'p RTI6 RFT: S-Sd x 11/2" 990 555/525 PLT: (9)lOd x 1 1/2 PLT. S -8d 23 LU526 HDR: 4-lOd/J5T: 4-106 JU526 HDR: 4-lOd/JST: 4-10d 935 N/A 24 H1Z RFT /TRS: (4)Sd RT20 RFT /TRS: 9-lOd 985 400 -/ N/A fi LT / STD: (2)SdX 1.1/2' (8)SD PLT / STD: 13-10d 26 H2.5A RFT:5-8d / PLT: 5-5d RTI RFT -5-5d / PLT: 5-5d 415 150/150 34 A34 H:4 -80x11/2 "/P:4 -86x11/2" MP34 H:4-0dx11/2 "/P:4-Sdx11/2" 365 280 / 303 35 A35F H.4-Solx11/2"/P:4-5dx11/2" MPA1F H:6-Sdx11/2"/P:6-adx11/2' 440 440 / N/A 31 MT512 14-10d MTW12 14-100 1,000 N/A 35 MT516 14-IOd MTWI(o 14-10d 1,000 N/A 43 L5TA12 10-10d LSTA12 10-100 905 N/A 45 6T18 14-16d 5T18 14-166 1,200 N/A 41 LSTA24 18-100 LSTA24 18-10d 1,295 N/A 11 MSTA36 26 -100 MSTA36 26-10d 2,135 N/A 12 1" ISTC66 64-160 SINKERS N/A N/A 5,495 N/A 19 SP1 5TD:6-IOd / PLT:4-1001 5PT22 6TD:4-106 / PLT:4-10d 535 560 / 260 80 SP2 5TD:6 -100 / PLT:6 - IOd SPT224 6TD:6 -106 / PLT:6 - IOd 605 560 / 260 V 6PH4,6,5 12 -106 x 11/2 TP4,6,45 12 -100 x 11/2" 885 N/A 90 45U66 12-1601 PAU66 12-160 2,240 N/A 89 CB66 (2) E/V BOLTS PASXS 4 -loci 2,300 985 92 A5U44 12 -160 PAU44 12 -160 2,200 N/A 93 AC6 (MAX) 25-16d PB566 24-16d 1,815 1,010 94 AC4 (MAX) 25-16d P5544 24-16d 1,515 1,010 95 HT520 20-10d HTW20 20-10d 1,450 N/A 96 HpBA Sf1_1_: I/a" BOLT HHDSA SILL: lka" BOLT 1,910 N/A 5TUD:(3) Iia"X51/2' BOLTS STUD:(3) 14"X5112' BOLTS 99 A35 H:4-80x11/2'/P:4-adxl1i2" MPAI H:6-86x1112"/P:6-Sdx11/2" 440 440 / N/A 98-101 HTT4 rl/8" BOLT/ 18-16dX2112" NIA N/A 3,640 N/A 13-1-100-102 HTT5 spa" BOLT/ 26 - lOd N/A N/A 4,215 N/A 103 VGTR/L 32-5D51/4"X3"/(2) s/a" BLT N/A N/A 3,990 N/A 104 HDUS-5D52.5 1/8" 5LT/20-SDS 1/4'x2 1/2 N/A N/A 5,020 N/A 110 HCP2 12-10d x 11/2 " HHCfi 2 20-10d x 11/2 " 520 260 / N/A 161 HHUS46 H:14-16d/J:6-1(od THD46 H-a-18d/J:12-loci 1,550 N/A 168 U46 H:S-lOd/J:4-lOd SUH46 H:8 -166/J:4 -16d 110 N/A 181 HU526 20-16d THD26 H:20-16d/J.-IO-10d 1,550 NIA 184 HHU528-2 G:28-166 / T:S-16d EHUH28-2 12-166 2,000 N/A 214 HUC212 - 3TF D:16 -3/16 "X1112 " TAPCO 5M: (0-1601 HID0212 - 3 HD:18-3/16 "X1112 " TAPCON BM: (0-10d 1,135 N/A 215 HGU5210-2 HDR:46-166/J5T:IO-16d EHUH210-2 HDR:4O-16d/J5T:16-IOd 2,120 N/A 216 HUS412 BLOCK: 10.1%."X11/2" TC JOIST : 10-160 HUS412 BLOC: 10-114"X11/2" TG JOIST : 1O -16d 3,240 N/A 211 1-1US212 -2 BLOCK: 10-1/4"X11/2" TC JOIST : 10-16d HUS212 -2 BLOCK: 10-1/4"X11/2" TC JOIST : 10-160 2,630 N/A 219 MBHA412 H:1-ATR3/4 X8 TOP $FACE NFM35X12U H-1-1/2 " J - BOLT 3,145 N/A JOIST: 18-IOd J:5-1/2" BOLTS 220 N/A N/A NFM 3X12 5L<: 1/2 "4 J /J5T:14-10d 1,620 N/A 226 MBHA4.15/12 HDR- (2) 3/4"0 x S" JOIST - 18-10d NFM45U HDR: MIN. 1/2'(P "J' BOLT JOIST-: (5) 1/2 "0 BOLTS 2160 N/A ' 231 1"I5HA3.56/16 HDR : (2) 3/4'0 x S" JOIST : 18-10d NFM3.5X16U HDR :MIN. 1/2'OxJ-50LTS JOIST : (5) 1/2"0 BOLTS 3,450 N/A 232 M5HA5.50/16 HDR : (2) 314"0 x S" JOIST 18-lOd NFM5.5X16U HDR :MIN. 112 "(PxJ-BOLTS JOIST (5) 1/2 "0 BOLTS 3 450 ' N/A 240 H15 :4-IOdx11/2 "/P:4-IOdx11/2 N/A N/A 1,300 480 / N/A 241 LGT2 30-16ol-sinker LUGT2 32-10d 2000 1015/440 301 MGT (1) 3/4"BLT5./GIR: 22-10d N/A N/A 3,965 N/A 302 NGT -2 or 3 LTL:3/4'5LT5./GIR: S-100 USC63 LTL:3�4"BLTS./CsIR: S-160 6485 N/A 303 HGT-4 LTL:3/4"5LTS./GIR: 16-10d N/A N/.A 9,250 N/A 401 SUR/1_414 FACE:15-16d/JST:8-]rod N/A N/A 1,100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED 5Y TRUSS MANUFACTURERS U) 9,� Lu 0E ror 00 -0Q) 0:3 a o� �[L �0 ILLN 60 vaI_ N L z3 �QN sQ) ,Q) N o � Lu M� o� Lu U �0 Q s� Lu � 61� w -� Cly � 00 C1 m C1LL Lu � 9s o r U� z 0 oLLI � 0 Cl > F= Q) w s 0� � LL1 wJ LU Ci Z i Q_ p Q� C1 S Lu U z -� Lu Cl w � o 241 (2) TRUSS TO PLATE TO BEAM DSL. 2X TOP PLATE vv PRE -ENG. GIRDER TRUSS CABINET FACE TO MATCH CABINET DOOR PER PIAN 22 EACH TRUSS 15"X18" CABINET DOOR SEE A/D2 FOR z PRE -ENG. UJD. FASCIA DETAIL N TRUSSES e 24" O.G. L 2 -PLS' PRE -ENG. LVL BEAh'I LPRE-ENG. WD. TRUSSES ; ; OF METAL CHUTE I' METAL FLANGE 45 BEAM TO 0 24 O.C. , , EA. JACK STUD (2) POST TO 38 HEADER BLOCKING TO EVEN U1/ POST ► DBL. 2X JACK STUDS D2,a EA. TRUSS (2) 2X12'5 U1/ 11/2" PLYUJD. 1Y MK DSL. 2X FULL LENGTH FLITCH PLATE ; METAL LAUNDRY' sauaRE STUDS ^ I DBL. 2X TOP PLATE CHUTE � 102 81 EA. STUD TO PLT. E COLUMN TO (oXro PARALLAM TIE BEAM POST ' ' 3/4" PLYWD. SUB-FLR. 2X'5 1(o" O.C. ---� r-- 17--ii--rl-----T r— 1�--- �� T1 ----_T MID -WALL BLOCKING ---1-1-----�J---;�——-----��----�1---- 42"H. IRON RAILING Ing" TEXT. GEMENTITIOUS FINISH 1 1" FLANGE ON CHUTE 81 EA. STUD TO PLT. WD. TRIM TAC L' 1/2" -1' -0" ( 11X10 V=V -0' (22X34) LAUNDfR� CHUTE DETAIL 3/4" PLYUO. SUB-FLR. ' 1/2"= 1'-0" 111X1-1) 1"= 1'-0" (22"X34") RE -ENG. WD. FLOOR 1/2" THREADED - METAL "L" FLASHING PRE -ENG. WD. ROD UJ/ NUT 4 2" ; ' TRUSSES 24" O.C. RUSSES a 24" O.C. WASHER - EXTERIOR FLOOR TILE 32" O.G. MAX. WATERPROOF MEMBRANE DSL. 2X4 TOP ' 106 CUT NAILS 2X4 BLOCKING TO PLATE FELT UNDERLAYMENT , ALUM. DRIP EDGE 'a 12" O.C. FORM ARCH SEE ELEVATION 3/4" PLYWD. SUS -FLOOR t , 1X2 P.T. ;=IN Fl nnR 1X4 P.T. /-GONG. BLOCK WALL --- ----------SLOPE ��8"----12® -- -------�-- � °-=-�-�� a ° ° ° n22@ EA. TRUSS 2X4'5 12" DEEP FLOOR TRUSSES DBL. 2x TOP PLATE ° SI STUD TO PLATE SHEATHING 24" O.C. 0� BALCONY) , 12" SLOPE TO EXTER. ° I 2X12 RIM BOARD � � � a CONNECTION s EA. SI EA. STUD TO PLT. •° EA. FLOOR TRUSS a I TRUSS- SEE SF4T. 08 4 ' TEXT CEMENTITIOUS FINISH I '/1�" OSB. SHEATH. -BOTH ' 4 EA. VERT. 2X4 8X8 CONC. LINTEL �`. , a SIDES -ATTACH W/ad's I 2X'S 16" O.C. BLOCK REINFORCED 2X4 P.T. BOTTOM PLATE r 4" O.C. PERIMTER AND I WIGONG. 8 (1) #5 REBAR 14 12" O.G. INTERMEDIATE ° ' SEE ELEVATION CONTINUOUS I , CONC. BLOCK WALL OR COLUMN ZPRE-ENG. WD. MID -WALL BLOCKING ° q TRU66E6 4 KNEE TA I WALL IF ' ° 2 APPLICABLE FIN_ FLOOR Ila 1/2"=1'-0" (11X1-1) 1"=1'-0 (22X34) ' FOLLOW DETAIL W2/D4 6X6 PARALLAM ° b FOR TOP OF WALL POST (2)126'6 e BTTM. PLT. 1 TO GIRDER STRUCTURAL SHEATHING ATTACHED PER NAILING S1 0 EA. STUD TO PLT. '° I PRE -ENG. WD. GIRDER TRUSS SCHEDULE- SEE DETAIL i I T OR FLOOR TRUSS 1/D5 PLYWD. SUB-FLR. 1/2"4> ANCHOR BOLT W/ 2" WASHER- 'a 32" O.C. MAX 0MINIMUM (2) EA. POST 6" EMBED. 2X P.T. SOLE ' PRE - ENG_ WOOD PLATE 5x8 CONC. LINTEL TRUSSES 24"O.C. d II P LOCK REINFORCED ° Id— U)/GONG. 4 (1) 05 REBAR' xx PRE - ENG. UO. a CONTINUOUS TRUSSES a I�2!sjlm a P 0 5 T CONNECTION II E C T I O I �t REINFORCED _GONG. 3 D T A I DETAIL HANGER BY TRUSS FTG. SEE FOUNDATION FE T A 1 L PLAN MANUFACTURER " " i " 1/21=11-0 011X10 1 =1 -0 (22X34) _ _ � DETAL 1/2"-1'-0" 011X1-1) 1" 1' 0" 022X34) i(p 1/2" -I' -O" 011X1-1) 1"-1'-0" (22X34) 1/2"_ 1'-0" 011X1-1) I 1'-0" (22"x34") Z U 73 N _w w u J7 0 d Q z Lu 0 lu Lu o° u Z Q 0 O w _r 0 Q Lu S Lu Lu 0 @ 0 d N 3 0 4 Lu Cl Lu It u 1/2"X6" (41/2" EMB.) HILTI KWIK " " STRUCTURAL NOTES FIELD REPAIR NOTES 2X6 P.T. WOOD SUCK , BOLT WITH 2" WASHERS LOCATED 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE (TOP AND SIDES) r r 14 11 11 I',4',�-1' (WITHIN 6" OF SUPPORT e r r r r (oTH EDITION, FBCR 201-1 (WIND LOAD 140 MPH,) SUBSTITUTED W/ (1) USP MTW16 OR HC10 OR 5IMP50N MTSM16 W/ BRACKET FOR C-�ARAC-�E DOOR) GARAGE DOOR 0:11 (4) 1/4' X 2 1/4 TAPCONS TO BOND SEAM AND (-1) 10d NAILS TO FROM THE BOTTOM 4 MIN. EDGE _ if r r r r r r r 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSI" 11(o FORDISTANCE, m I ' FBCIR SECTION R301 UPLIFTS LESS THAN 1-12011). NO MORE THAN 10 STRAPS MAY BE r ' N if rr ii it4AFT1 SUBSTITUTEDOR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS w rr3. ALL FLOOR SLABS TO BE OF 2,500 PS( CONC. PLANT MIX MIN. 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION '� d) :i,iTHICK WITH 6x6 10/10 WIRE MESH 6 MIL. POLY. VAPOR- 8' MASONRY WALL Fif � AFT m r BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J -BOLTS FOR FRAMED EXTERIOR/ SEARING WALLS MAY BE }- i i W ' r1r S ri SUBSTITUTED W/ 1/2" DIA, x -1" LONG WEDGE ANCHORS (REDHEADS). - DETAIL TO SATISFY 140 MPH WIND LOAD wii 0 �� ii - MASONRY FRAME SHALL BE MIN 8X16 ASTM C -9D 4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530-02/ - GROUT FILLED CELL W/1/2 " ASTM 2 #5 REBAR (GRADE 60) i i W_ rw if ASCE 5-02/TM5 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT #5 'y��EA. SIDE OF GARAGE DOOR OPENINGREBAR SET IN A 3/4" DIA. x 6" DEEP HOLE FILLED W/ UNITEX, 5. MORTAR TO BE TYPE "M' OR "S", GROUT - 2,500 PSI 'a 25 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. -MAX. DISTANCE TO CORNER OF C.S.S. WALL REINF. 48" - RE INF. TO BE CONT. FROM FTG. TO TIE BEAM W1 ALL i i i i r i „ 2X4 V RT u 6. MASONRY CLEAN OUTS REQUIRED a GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "ACI' DETAILS DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW 9 FEET IN HEIGHT AND ALL VERTICALS. UP TO 'lk$" - NO REPAIR NECESSARY -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "SUCK" 2x8 RIDGE Z/a" TO 11%." - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING 0` -1. REBAR TO SE # 5'S 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 � e CORNERS AND USE STANDARD HOOKS ef CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL u `I WITH MIN. LAP 12" 11/4'+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL SE SUBMITTED FROM THE GARAGE H2.5a EA. RFTR. DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 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: TO RDC. BM. 24' O.C. 1' O.C_ WITH 5d NAILS. GYP. BD. WALLS SHALL BE NAILED e5" 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. a 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 App (1) MT612 a TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R6O9 OF THE 2011 NAIL TO RAFTER ef TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, (oTH EDITION 4 PLATE AT BTTM. W/ C.) DOOR SIZE, TYPE AND GLAZING (2) 12d NAILS 10. EPDXY ANCHOR ALTERNATIVE: O.) 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 FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. DETAILS.TRUSSES BELOW � THE FOLLOWING CRITERIA MUST BE MET:F.) REINFORCING MEM3ER QUANTITY, LOCATION, SIZE, TYPE ST16 OR LSTA24 e u ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE 0) I/2" 3/4" 1" TO TRUSSES BELOW Q)5," ,,a " -1" GARAGE E3l��K DETAIL 8 3/4" IN S" 1X6 GAP I"= 1'-0" Dl SEE FLOOR PLAN'N 1/2" GYP. BD. FIN. u AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVEDa 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 SE MIN. A3(o CURB -1/16" OSS. SHEATHING N CHORD OF TRUSSES- ATTACH W/ (2) 12d � STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'S e 24" O.G. `NAILS e EA. INTERSECTION OR 6" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT 1/2" DRYWALL (3)2X4'S 2X4 OR 2X6 STUD WALL� �� Q, EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. —� , NOTE IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 3 DETAIL DETAIL " 8 D TA END OF RAFTERS ON ONE SIDE AND DD 2X8 11. SOIL SEARING CAPACITY 2000 PSF MINIMUM D1 1/2"= 1'-0" Di 1/2' 1'-0" 1/16 OSB. SHEATHING DI 3i4" 11-0" NEXT TO FIRST ONE W/12d'S a 6" O.C. WOOD STRUCTURAL NOTES- 1/2 " GYP. BD. Q) � I �,_I_ _ _ WALL II � . I. AL ROOF EDGE CONCRETE BLOCK WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. 1A DTA I L � CONN. �l. TC G. l�AL L HEADER OR STEEL DAMAGED WOOD NOT TO BE USED. D1 1 1'-0" LINTEL - PC EXP. STRIP 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) # OR SEE OSEE DETAIL , 2/p3 FOR SEE FLOOR � � PC ANCHOR -� BETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) PLAN FOR SM. , w t w FOR RIDGE DETAIL r r Sd 4"TRIP - - - - - 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT o RIDGE 4 Q BLOCKING �� EDGE O.C.OC• , GLS. BLK. PER PLAN 0 LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED o" O.K__ w w ��2" EXPAN. I I ; PC PANEL u- O - - - - - p ANCHOR 4' 8d e 12" O.c. ' RE INFOR. 4. PLYWOOD OR OSS- WALL SHEATHING NAIL PATTERN TO SE 10d / -Tl ' SEALANT O /J O FROM EA. r r INTERNED. i o (oO.C.. UNLESS OTHERWISE NOTED. fL/ �p – � IX EDGE AND " �1 24" O.C. is PC ANCHOR 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - STRIPPER WALL AND HEADER STUD REQUIREMENT SCHEDULE. `� CONG. BLK. F1/4" EXP. BOLTFILLED CELL 41:7 (2) PER ANCHOR 6 MAX. IN HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. I. DBL. STUDS a EA. END OF SHEAR WALL. 8, WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. ROOF NAUNG PATTERN ZONE: Ell ad NAILS 6" O.C. EDGES AND 12" O.C. FIELD ZONE- ad NAILS 6" O.C. EDGES AND 12' O.C. FIELD ZONE- " PLYWD. 5d NAILS 4' O.C. EDGES AND 6" O.C. FIELD 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE C SEE NOTE 4) SEE FLOOR PLAN FORif TYP. 'F i f��2 e EDGE ----T I 9' 1 15' u " PLYWD. MORTAR - - ; ASPHALT - - - - - EA, STUD 0 114 SUPPORTING END OF HEADER [L PC PANEL REINFORCING (TOP): +' -DOUBLE OR TRIPLE HEADER 'm 6" O.C.. e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 OR -1I16" OSB EMULSION - USED IN PANELS OVER 25"S.F. IN AREA IS EMBEDDED HORIZONTALLY Qj- 12" O.C.. INTERMEDIATE. -HEADER TO STUD � �" O.C.. EA. NEARER (SEE ROOF PLAN)7 ROOF FRAMING t1 EMBEDJ � 24" O.C. I�� I�� L�' IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL EA. SIDE CONC. BLOCK TOP PLATE 5H AR WALL DETAIL " REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER Na" O.G. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ � PLT: OR (2) 1(od EA. SIDE TOE NAILED TO PLT. 2 FULL LENGTH WALL STUDS -1 WALL USE ONLY WHEN 0 2 Sd 4' O.G. 3 (PER TABLE) D1 "- " 1/2 - 1 -0 NOTED AS SHEAR WALL ON PLANS SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT 2X4I STUDS EXTERIOR FINISH 9. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE C SEE NOTE 4) ` MAXIMUM HEADER SPAN (ft.) 3' e EDGE ----T I 9' e 16" OC 1 15' u 5PH4,6 OR 8 NOTE: PANEL ANCHOR GONSTRUGTION -DOUBLE STUDS e 12" O.C.. EA, STUD NO STRAPPING NEEDED 1 114 SUPPORTING END OF HEADER [L PC PANEL REINFORCING (TOP): +' -DOUBLE OR TRIPLE HEADER 'm 6" O.C.. e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 1/2 "� , , USED IN PANELS OVER 25"S.F. IN AREA IS EMBEDDED HORIZONTALLY Qj- 12" O.C.. INTERMEDIATE. -HEADER TO STUD � �" O.C.. EA. NEARER (SEE ROOF PLAN)7 ROOF FRAMING t1 EMBEDJ � 24" O.C. I�� I�� L�' IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL cn .MEMBER. -STUD TO TOP OR BOTTOM PLATE : (2) 16d THRUDOUBLE TOP PLATE 5H AR WALL DETAIL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER Na" O.G. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ � PLT: OR (2) 1(od EA. SIDE TOE NAILED TO PLT. 2 FULL LENGTH WALL STUDS -1 USE ONLY WHEN 'PREMIERE' 2 2 3 (PER TABLE) D1 "- " 1/2 - 1 -0 NOTED AS SHEAR WALL ON PLANS SERIES GLS. BLK.), 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 TRUSSES SPACED s 24" O.C. (MAX) WITHOUT CRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): s BLOCKING. 2X BLOCKING MIN. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN. 1-3/32 OSS, " HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. oo 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 I]. FLOOR FLOOR SHEATHING TO 8E MIN. 23/32' PLYWOOD NAILED e 6" O.C. W1 5T18 0 EA. SIDE #S RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA_ JACK 12. ALL FLOOR TRUSSES TO BE END BLOCKED BEARING LOCATIONS 2X BLOCKING AS REQUIRED 13. TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS.A ----------- HEADER STUDS 14. ALL NAILING SPECIFIED TO BE APDL IED BY NAIL GUN OR MANUALLY T - - - -iT - - - - 71- - - - (PER TABLE) If rl If P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SPH4,6 OR 8 PRESSURE TREATED. TYR P, FA ING FOR OPNGS. 'a EA. STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL o STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24' LENGTHS. o PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND N 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, PG EXPANSION STRIPS ARE AVAILABLE 3/a THICK X 4' WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4' WIDE STRIPS ARE EASILY CUT TO 3' WIDTH, FOR 314' "PREMIERE" SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a' "THINLINE" SERIES BLOCK. 6 LA55 E3LOC;K DETAIL a 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 uu cu c 0 LL, ccE � Q 3 N X Q C a Q 0 0 3 I 6 i Ila0 c Q 0 c 0 0 3 L 3 L L 0 L o C << lu- E Cc C << 6 DAT U o SCA' ` MAXIMUM HEADER SPAN (ft.) 3' T-7 I 9' 1 12' 1 15' 1 15' NUMBER OF HEADER STUDS kn Z SUPPORTING END OF HEADER [L :3 1 1 2 2 2 2 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 o STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24' LENGTHS. o PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND N 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, PG EXPANSION STRIPS ARE AVAILABLE 3/a THICK X 4' WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4' WIDE STRIPS ARE EASILY CUT TO 3' WIDTH, FOR 314' "PREMIERE" SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a' "THINLINE" SERIES BLOCK. 6 LA55 E3LOC;K DETAIL a 16. 2000 PSF MINIMUM SOIL BEARING CAPACITY D1 uu cu c 0 LL, ccE � Q 3 N X Q C a Q 0 0 3 I 6 i Ila0 c Q 0 c 0 0 3 L 3 L L 0 L o C << lu- E Cc C << 6 DAT U o SCA' EXP. JOINT g" RECESS SLAB gtl NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, OTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE FOR SGp POOR F.F. 'IL_ _ _ 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 VARfE5 _ 101-g5. THE FRG REQUIRES BASE AND CAP FLASHING. OR M -DC PA 10-(-g5. THE FRC REQUIRES BASE AND CAP FLASHING. It SHINGLES OVER BUILDING SHINGLES OVER BUILDING PAPER OVER '1/16" OSB. PAPER OVER 1/16" OSB. } SHEATHING SHEATHING �► PREMANUFACTURED INSULATION PREMANUFACTURED INSULATION • BAFFLE BETWEEN EA. TRUSS BAFFLE BETWEEN EA. TRUSS " « KEBABS 4 e EA. TRUSS W/ UPLIFT. 4 EA- TRUSS W/ UPLIFT KEBABS 1'=4" 4" C2)#5 REBARS _ 1 -5 4 1 1 ��(2)*15 g 1-1 1._4. 4.. 22 OF 1810# OR LESS OF 1810# OR LESS D2 D2 � D2 D2 X2 � EA. TRUSS W/ UPLIFT - /4" RECESS IS g1,2" RECESS FOR 4/2" RECE S SLAB 4 # # X2 o EA. TRUSS W/ UPLIFT �, FOR OUT-SUJC-�. _ CSAR. DR. FOR DOOR BETUJEEN 1811 � 362.0 # # u � 2 - BETUJEEN 1511 � 3620. � -------------.00 DRS. ONL,I' �,I C1)# 5 REBAR _ SEE ROOF PLAN SEE ROOF PLAN 0 a r,__ _ -, �t Q. ALUMINUM ALUMINUM 9 1 — I DRIP EDGE `�� DRIP EDGEw 13 �1 0 CN ® ``� I ; INSULATION ; INSULATION o (SEE PLAN FOR TYPE) (SEE PLAN FOR TYPE) Q) 0 Lu 2 10 " " IzEBARS 1Z it 1/2" SACS RESISTANT 1/2" SAG RESISTANT 1'-4" (2�5 REBARS CONT. 16 X5 FTG: Ir'-- I , � I— 5/ " � " � OR s Cx�l'P. BOARD OR / GYP. BOARD D2 D2 W/ 2 #50 REB,4R. < } ( (25 X a ° PLACED PERP. TO CL #3 TIE �'- - - -' REBARS w • RAM ND PERP. TO CLG u EXP. JOINT li BARS I FRAMING (2)#5 REBARS D2 1'-4" 14ulZX6 SUB FASCIA 2X6 SUB FASCIA 12 « O.G.1/2 " GYP. BD. ON 1'X2" 1 "" " 6 P.T. FURRING W/ ALFOIL P.T. FURRING W1 ALFOIL X VARIES (1 5 REBAR INSUL. BETWEEN INSUL. BETWEEN -- VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT 1 "X6 ° P.T_ HEAD 1"X6" P.T. HEAD - Q — `� 8"XB" CONC. KNOCK- LEDGER 5' BEYOND 8"XB" CONC. KNOCK- LEDGER V BEYOND 1'-4" -' `rOUT BLOCK REINFORCED OPENING EACH SIDE OUT BLOCK REINFORCED OPENING EACH SIDE (2�#5 REBARS `V W/ GONG. 4 (1) #5-P REBAR UJ/ GONG. 4 (1) REBAR u (25 A 24 [4� CONTINUOUS CONTINUOUS u D2 D2 REB RS D2 1'-4" 4" D2 ~ " 8'X8" GONG. BLOCK SEE FLR. PLAN FOR VXB" GONG- BLOCK SEE FLK. PLAN FOR =� S EGE.DR_ OR # F.F. 'I` 'I`_ _ _ BLOCK REINFORCED GARAGE CLG. SPECS. BLOCK REINFORCED GARAGE CLCD. SPECS. 'N �N(3) 5 REBARSVARIES W/ CON(. W/ CON(. u Vc * v C= - -6 w X x c0 — — PRE CAST LINTEL Q PRE CAST L INTE Q - - - z z Q �r @ I N z z • 1_5« ® cn i I Z D2 1'4 (2/*5 REBARS 1 2 ® (2)#5 D I r REBARS lU ALUM. WINDOW (REFER TO O O ALUM. WINDOW (REFER TO O Q) # }- O �- L D RE E R O N GARAGE 4 , ( , l2) 5 X FLOOR PLAN 4 ELEV. FOR d FLOOR PLAN- 4 ELEV. FOR u } �'- _ _ -' REBARS to DESIGNATIONS) w WALL (1)#5 REBARS VARIES DESIGNATIONS) >u 4' (li# 5 REBAR #3 TIE N m i8 BARS = D2 12" O.C. 11-41 14u Q� CON(. FILLED e CAVITIES EACH BLOCK WALL INSULATION- BLOCK WALL INSULATION- 0 SIDE OF DRAIN PIPE 4 CAVITY CORE FOAM R-5 + u� 13 4' 8" WHERE DRAIN PIPE PASSES PRE CAST GONC. SILL ALFOIL R-4.1 = R12.1 TOTA PRE CAST CON(. SILL CORE FOAM R -S + THRU CONC. BLCC;< STEM GONG. TO SPECS. S"XB'X16' GONG. BLOCK 8"XS"X16" LONG. BLOCK ALFOIL R -4.l R12.1 IOTA s D2 S" 4 p2 ,, WALL (REFER TO EXTERIOR (REFER TO EXTERIOR 0'N « �� ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) (2)#5 REBARS GRADE ° MARBLE STOOL MARBLE STOOL c 0 b Z 4" PVC_ PLUMB. DRAIN PIPE !.0 THRU STEM WALL BLOCK w D w "' `- fY ALTERNATE BRICK 1,2" GYP. BD. ON 1"X2"A 1� " " " • �,, O — o p ALTERNATE BRICK 2 GYP. BD. ON 1X2 �u `t } •p VENEER _ _ _ " P.T. FURRING W/ ALFOfL VENEER _ P.T. FURRING W/ALFOIL 0 " I " " S.E MTL. WALL TIES ; , - ,' INSUL. BETWEEN S.E.MTL. WALL TIES u 0 i, 16 a ► ,- �' � INSUL.. BETWEEN 4 1 _0 w 6' MAX � PVC 16" O.G. VERT. 16" O.C. i��_;' J 16" O.C. VERT. 16" O.C. << ; �_, ° 310 CONC. FTG. REINF. W/ (2) SLEEVE HORIZ. �r HoRIZ. ��--J c ci ci 5 14 (2)#5 REBAR } #5 REBARS CONT. ; WOOD BASE % ; WOOD BASE E D2 D2 #5* ROD e EA. DOWNPOUR ;_ ' #5* ROD 'a EA. DOWNPOUR , ' o > /4 REC g1i2 N RECESS SLAB MIN. 30' LAP ; _ f FINISH FLOOR MIN, 30' LAP FINISH FLOOR U 0 �1 2 r FOR OUT-SWG. FOR GAR. DOOR PROVIDE INSPECTION _ PROVIDE INSPECTION In DRS. ONLY P1 P I PE THRU FOOTING PORTS EA. VERT_ 11 / - PORTS � EA. VERT_ - — - _ — — X D2 ��AIL< 3/5"= 1'-0" POUR --- - POUR ' u 3 X�\ _ _ y - i-- _Q _ _ - _ - �_ _ r--- °_gypi3 Z° cf� (2) 05 � REBAR BENT TO ARCH L = _ _ ° 6 Mf L POLYERTH'LENE GRADE ua AROUND SLEEVE, 30' LAP MIN. GRACE p BOTH SIDES _ Z O (Y -1 Z , p ° o o VAPOR BARRIER 6' � _ I a ° °p U � � LAPPED AND TAPED -� O p �- c 16 �,-4, 4 (2)*5 REBARS 15 " " (2)#5 REBARS CONC. TO SPECS JOINTS. N Lu rn cn = f o a S c�J • N D2 D2 4 6" MAX PVC o i - - FOUDND FOR LOCATION z - - - pOWELS SEE E SLEEVE ° �t z L 0 16 BARS 4« 4" (2 /'05 I TSI /,4\ W/ STEM WAL=L= FOOTIN ;nW/ MICNCL=ITHIC FOOTINREBARS P P R OOTINC;0 D2 12" O.C. DETAIL_ 3/5"- 1'-0" D2 3/4"= 1'-0" D2 3/4 1'-0" 0 REVISIONS I BY 04-13-12 1RD Q1 N N cn Z g cf ( w w 0 2 0 S E N O o. co ver f Z4 cj m co i �Z 0 N O W a 0, �En K x d� o QWtn6IF vw Cf 0 3 z 0_ 0 L S nnn u w no co 0 A z Q 0 0 UL Q w FOL 1� 1� Q 0 w w a Co Q n a I� a w no DATE 10-01-05 SCALE AS NOTED DRAUN mNF SHEET D2 OF SHEET5 X X a tk EXTEND FTG. 4" FOR w 0 - I' " 4 PVC. PLUMB. DRAIN PIPE O EXTEND FTG. 4" FOR —_ LL cn REBARS LU (25 REBARS CONT.- SE I— z z tl t BRICK VENEER i a m W FOUNDATION PLAN Q C2)#5 REBARS a --- • 16 BARS 4« 4" (2 /'05 I TSI /,4\ W/ STEM WAL=L= FOOTIN ;nW/ MICNCL=ITHIC FOOTINREBARS P P R OOTINC;0 D2 12" O.C. DETAIL_ 3/5"- 1'-0" D2 3/4"= 1'-0" D2 3/4 1'-0" 0 REVISIONS I BY 04-13-12 1RD Q1 N N cn Z g cf ( w w 0 2 0 S E N O o. co ver f Z4 cj m co i �Z 0 N O W a 0, �En K x d� o QWtn6IF vw Cf 0 3 z 0_ 0 L S nnn u w no co 0 A z Q 0 0 UL Q w FOL 1� 1� Q 0 w w a Co Q n a I� a w no DATE 10-01-05 SCALE AS NOTED DRAUN mNF SHEET D2 OF SHEET5 GRADE e - - - - - - a tk EXTEND FTG. 4" FOR 4" CON(. FTG. REINFORCED - " 4 PVC. PLUMB. DRAIN PIPE � I � EXTEND FTG. 4" FOR —_ (2)#_5 Q B? ICK VENEER REBARS LU (25 REBARS CONT.- SE I— X e `�' -� BRICK VENEER i a 16 BARS 4« 4" (2 /'05 I TSI /,4\ W/ STEM WAL=L= FOOTIN ;nW/ MICNCL=ITHIC FOOTINREBARS P P R OOTINC;0 D2 12" O.C. DETAIL_ 3/5"- 1'-0" D2 3/4"= 1'-0" D2 3/4 1'-0" 0 REVISIONS I BY 04-13-12 1RD Q1 N N cn Z g cf ( w w 0 2 0 S E N O o. co ver f Z4 cj m co i �Z 0 N O W a 0, �En K x d� o QWtn6IF vw Cf 0 3 z 0_ 0 L S nnn u w no co 0 A z Q 0 0 UL Q w FOL 1� 1� Q 0 w w a Co Q n a I� a w no DATE 10-01-05 SCALE AS NOTED DRAUN mNF SHEET D2 OF SHEET5 GRADE e - - - - - - a tk EXTEND FTG. 4" FOR 4" CON(. FTG. REINFORCED - " 4 PVC. PLUMB. DRAIN PIPE _ 4 = EXTEND FTG. 4" FOR —_ U B? ICK VENEER (25 REBARS CONT.- SE u THRU STEM WALL BLOCK e `�' -� BRICK VENEER i a m FOUNDATION PLAN C2)#5 REBARS a --- • 6 MIL POL'I'ERTHYLENE cnS CONC. FTG. REINF. W/ (2) I,-�" 4�� VAPOR BARRIER 6" i #5 REBARS DONT. 4" GONG. FTG. RE INFORCED W/ LAPPED AND TAPED 0 (2)#5 REBARS CONT. JOINTS. e MONOLITHIC; TOP I CAL WAL=L= &E CT I DIS TSF I CAL= WALL 5 CT I O1� `- 16 BARS 4« 4" (2 /'05 I TSI /,4\ W/ STEM WAL=L= FOOTIN ;nW/ MICNCL=ITHIC FOOTINREBARS P P R OOTINC;0 D2 12" O.C. DETAIL_ 3/5"- 1'-0" D2 3/4"= 1'-0" D2 3/4 1'-0" 0 REVISIONS I BY 04-13-12 1RD Q1 N N cn Z g cf ( w w 0 2 0 S E N O o. co ver f Z4 cj m co i �Z 0 N O W a 0, �En K x d� o QWtn6IF vw Cf 0 3 z 0_ 0 L S nnn u w no co 0 A z Q 0 0 UL Q w FOL 1� 1� Q 0 w w a Co Q n a I� a w no DATE 10-01-05 SCALE AS NOTED DRAUN mNF SHEET D2 OF SHEET5 TYPICAL WOOD ROOF DECKING 10d NAILS 4' O.G. 2X4 LOOKOUT o 24" O.C. ROOF DECKING I=RAMED WALL ROOF DECKING TYPICAL OVERHANGS 2X4 BRACING Q 24" O,C, C 12" MAX. ) 10d NAILS � 4" O.C. EXT. SHEATHING TO STOP A50VE CMU PRE ENG. UJp_ SCISSOR TYPICAL OVERHANG X16' MAX. C2) 10d EA. PER PLAN TRUSSES � 24" O.C. x/16' OSB. SHEATHING END " C2) 10d � EA. END PRE ENG,- WD. SCISSOR 12 -MAX. EXTERIOR FIN. TO SPECS. TRUSSES e 24' O.G. ATTACH CROSS R CIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 106 TOE NAILED PRE ENG. GABLE END TRUSS 2X4 X -BRACING �/ 4-126NAILS 3O.C. PAPER 5ACKED LATH SCREED TO BE I' BELOW T.O.M. EA. TRUSS TO 2X8 � � E ENG. WD. S SO FASTENER PER TRUSS S O.C. TO " (4) lOd TOE NAILED � ENCS, 2) lOd � EA. BOTTOM CHORD 3RD. TRUSS IN TR Is � 2 O_C EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING EXTERIOR FIN. -1/ " O SH THING [FRAMING 48" O.C. IN FIRST FOUR C4) 2X8 TOP PLATETO SPECS. I I �u VAPOR BARRIER TO PASS SPACES ONLY WHEN IN FRONT OF WEEP SCREED " EA. TRUSS ACKS SPAN 4'-0" OR GREATER SET SACK P EN GA E END TRUSS 0 0 1/1/o OSB. SHEATHING GABLE l8 W/ C2) d EA. OT CI -CORD u� MOISTURE BARRIER AND 2X8 VERT. 24" O.G. 4 TEXT. CEMENT BOND BREAK PER (4) 10d TOE NAILED FINISH. FLUSH 0 &TH EDITION 2011 R103.� 2x8 P.T. SOLE PLATE GYP. SD. (SEE STRUC. NOTES GABLE W1 2x4 DIAPHR�4CM FR IN a 48 O.C. IN FIRST FO (4) FOR NAILING PATTERN) SIDING FINISH W SC - ANCHOR BOLT W/ 2° FRAMING SPACES- NAILS WEEP REED PER TO TOP OF BOT M CHORp -6TH EDITION 201 - L-J� WASHER. � 32 O.C. � � ' 115 REBAR IN POUREDDETAIIL A/D3 KNOCK OUT PRE ENG. END CONC. FILLED LINTEL BLOC FOR FLASHINGp JACKS � 24" O.C. W/ 1 #5 REBAR S'-0" MAX. REQ. CONC. BLOCK WALL TYPICAL CMU WALL G_6 NON - 5,E AfRI N 10d NAILS '!i ` GYP. BD. CSEE STRUC. NOTESLN o D3 G-3 AL ENE) 4° O.G. c`� FOR NAILING PATTERN) 6 40 D3 ATTACH CROSS BRACING c E ROOF DECKING CONCRETE • ` W/ 4-126NAIL5 3" O.C. Q) BLOCK WALL 2X8 P.T. SOLE PLATE PRE -ENG. WOOD TRUSSES i�2 "� ANCHOR BOLT LJ/ 2" u c A I N I PRE ENG_ WD. SCISSOR " � TRUSSES a 24" O.C. 24 O.G. G_1 EN WASHER a 32" O.C. _ 3 CONC. FILLED LINTEL BLOCK 3 D3 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +– 1/4" (2) 106 NAILS W/ 1 05 REBAR QN 1" EDGE) 1 1/2" EDGE; 2 1/2" EDGr 45 a 24' O.C. ROOF DECKING" Q 2X4 LOOKOUT a 24" O.C. TYPICAL OVERHANG X4 BRACING 24 O.C. TI(12°MAX.) w �x 10d NAILS 6 4 O.C. �- [� 1OdX3"L� SHIM UNDER TRUSS u z COMMON z x z x 5"XS"X1ro" CONC. LINTEL - ° 2X4 BLOCKING a 24" O.C. w ua w DBL. 2X8 TOP PLATE BLOCK CONT. POUR CSTAGGERED) N 1 1/2' �, _ PRE ENG. WD. S SSO 1/ 1/1(o" OSB. SHEATHING W/ 1 #50 REBAR CONT. ' ' SES 6 24" u N cam, 10dX3"— " GONG. BLOCK WALL 4 EA. 2X4 ) 10 a E -� coMMo�l' 2X8 VERT, a 24 O.C. " x x BELOW EA. TRUSS 12 MAX. DI AMING 0 10dX3 z z G-4 E)TA f 6 48 ST F (4) 21 COMMON 2X4 X -BRACING Z OPP. SIDE v 81 EA. 2X8 VERT. D3 8' O.C. TO TO TOPOFOF BOTNG ETOM CILERD U IL 3RD. TRUSS IN - J � (n 2X8 P.T. SOLE PLATE o 1 odx3 - 1, " " ROOF DECKING C 2) 10d a END COMMONQ 2 0 ANCHOR BOLT W1 2 x OPP. SIDE a , WASHER a 32" O.C. PRE ENG. WD_ SCISSOR OF BLOCKING u " 2) 106 a NAILS a 12" O.C. �. 5 REBAR IN POURED TRUSSES a 24 O.C, u (2)2x4's (2)2x6's (2)2xs's KNOCK OUT ATTACH CROSS BRACING " 2X BU I L_T - UP &TZ) W/ 4-126NAILS 3" O.C. � COL.UMN �E-CA IL �J C� C2) lf�d � NAILS � EA. END OF REFER TO BLOCKING 1/1(o" 065. SHEATHING c -p 1�/2"=1'-0" D3 THRU BOTTOM CHORD DETAIL A/D3 BOTTOM CHORD OF TRUSS FOR FLASHING 2X4 VERT. a 24" O.C. (4) 10d NAILS a EA, REQ_ 0 0 2X8 PLATE G_2 BLOCKING TO PLATE 2X� P.T. SOLE PLATE u� 2X8 CRIPPLES D3 106 NAILS. u u '• �/2 "0 ANCHOR BOLT W/ 2" s Q) 2X4 BLOCKING a 24" O.C. a 41 O.C. 1 WASHER 'a 32" O.C. p - (2) 2X(o HDR. -UP TO 6'6 OHC. FILLED LINTEL BLK. UJ (2) 2X8 HDR_ -FROM 6'� TO 10' 2X8" P.T. SOLE PLATE W/ 1 #5 REBAR 0 w/1� OSB. SHEATHING ENID in n 45 EA. SIDE 2X8 VERT. ia 24 O.C. -2 5LCONC, BLOCK WALL 2X8'5 a 24" O.C, (4) 10d TOE NAILED D3 �u O FLAT BOTTOM GABLE END ~ 2X5 SOLE 2X8 P.T. 2X4 LOOKOUT 24" O.C. SOLE PLATE ROOF D 0 ECKING ") 11Z I �� , �� , TYPICAL OVERHANG 2X4 BRACING e 24 O.C. 2X8 FULL- ' C 12' MAX.) ]Od NAILS a 4" O.C. 0 LENGTH STUDS o :3E5L E ENID IL ----- !, Lc - -]L---- A. v : � 2X8 HEADER -- ------- E � STUDS ------==_-, . PRE ENG. WD. 6C 550 " O DOUBLE DOOR SINGLE DOOR WINDOW 1/2'4, ANCHORBOTTOM CHORD OF TRUSS 2) 0 ES 24E FOR MULTIPLE WINDOWS AND BOLTS W/ 2 , , 2X8 PLATE f WASHER a 32° O.C. , , D3 12" MAX. DIAP AMING > 3 DOORS USE 2 TAPCONS PER 2X8 CRIPPLES 2X4 X -BRACING a 415 ST F (4) MING SPAC AILED Q p WINDOW AT THE HEAD AND 4 (2) 2X6 HDR. -UP TO 6'6 a 8 O.C. TO u� TAPCONS AT THE JAMB. t TO TOP OF 50TTOM RD BLOCKING 4 SHEATHING (2) 2X8 HDR. -FROM 6'-1 TO 10' 3RD. TRUSS IN BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS CHORD IF NECCESSARY I- 0 BUCKS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT B �,��ENE) ST18 a EA. SID --- C2) 10d 0 END - ATTACH CROSS BRACING � � DOORS IN PINE OR SPRUCE. AT WINDOWS ATTACH BUCKS TO OF BLOCKING - F BLOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR 2X8'5 � TO 24" O.C_ W/ 412dNAILS 3° O.C. TAi='CONS SHOWN. AT DOOfR5 OR FIN WINDOWS IN BLOCK 2X4 BLOCKING- PARALLEL ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING 2X8 SOLE PLT. i �� 'l 4 - W/ EACH 2X8 VERT. _ ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8" O.C. W/ 2-126 NAILS EA. SIDE `r .:.'1 • - '' ---;' ' ':.'• 2X8 BLOCKING- BETWEEN STAGGERED IN THE FIELD. 2X8 FULL- - _ - _ _ _ L _ " " LENGTH STUDS ,•A. :... .,.�. <: REFER TO EACH 2X8 PERT. u USE MIN. 21% T -NAILS w/ lx BUCK. USE MIN. 1% x 3 TAPCONS -i } DETAIL A/D3 10d NAILS 12" O.C. 6 2X8 HEADER - r--.- •-----,�r--a--------� • .:' FOR FLASHING cn w/ 2x SUCK. START ALL END TAPCONS WITHIN OF PRE -ENGINEER ROOF, .. 1/1(o' OSB. SHEATHING CORNERS AND 30" ON CENTER MAXIMUM. ( TRUSS TO CHO STUDS : , ` , < REQ - TRUSS P RD .. .,� 2X8 VERT. a 24 O.C. ANCHOR BOLTS W/ 2 0 (4) 106 TOE NAILED e IN CASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: WASHER a 32° O.C. 10d NAIL52X8 P.T. SOLE PLATE_ � ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING DETAILa 4 O.C. _ 1/4" x 4" TAPCONS AT 3" FROM END AND 12" O.C. IN CB CONC. FILLED LINTEL BLK. THE CENTER. ATTACH TOP FRAMING TO HEADER USING 1/4 X 13/4 ° II D3 N.T.S. GLASS OPENING U1/ 1 #5 REBAR TAPCONS UJ/ C1) roll FROM END TO END AND 12" O.C, IN THE. 2 RI � DTA I BLOCKING 4 SHE A HIND G-2 G45L N o CENTER. D3 N.T.S. 3 CONC�SLOC< WALL OR GABLE END � 12-08-12 IDAL t � 04 dW� PJ °- w w g � 8 0 co av rd0 CL a: cd N ui -0 :° to �w5h^ c o� 05 0 8� N awHff- �w O V v� � o Q w W n 0 0 0 O w no Z�w _j 00 Q Q DD Q W W no no ror cn < _j n< Q Z Q W no DATE 10-01-05 SC,4LE AS NOTED C)P,AWN MNF JOB SHEET �3 OF SHEETS SEE DETAIL A/D2 2X4 LOOKOUT 'a 24" O.C. FOR ROOF TYPE, - -TYPICAL OVERHANG `� DECK TYPE, (12" MAX.) w FASCIA TYPE AND ' tk OVERHANG q 5x5x►" L -FLASHING W1 CONSTRUCTION 2" OVERLAP AT EA. PIECE MAX. ' ATTACH CROSS 5RACINGl UJ/ 4-126NAIL5 3 O.C. EXT. 1/1(0" OSB. SHEATHING - - - - - - - - 3OC3)#5 KEBABS WALLZ PRE ENG. GA5LE END TRUSS 3)05 RE BARS > �'- - - - - -' RE BARS w 31 #3 TIE BARS D4 1'-S 14- 0 12" O.C. STRUCTURAL SHEATHING ATTACHED PER NAILING " RECESS SLAB SCHEDULE SEE DETAIL 1/D5 . FOR DOOR X\� — — 8d NAILS 3" O.C. WALL SHEATH. �, TO EACH VERT. WE5 W UL >- _ _ 2X4 BLOCKING 1 EA. C3)#5 ® I i N HURRICANE STRAP 24" < GABLE END FLOOR TRUSS UJ/ 91)4RE5ARS HETA16 UJ/ (10) 10d X 1 Y" " 1► C3)#5 Q NAILS e 32" O.C. 3/4 RECESS IS II (y- I RE5AR& w 1i�z p FOR OUT-SUJG. q ; C35 REFER TO DETAIL A/D3 FOR —� DRS. ONLY } �•- - - ' - - -' KEBABS w FLASHING REQ. -- Z q 2X4 SOT. PLT. UJ/ (2) 38 3 TIE BARS 1201 NAILS 12" O.C. ' = D4 1'-8" 4" # 14 e 12" O.C. i - CV8f " 8d NAILS 3" O.C. WALL ' 16 PRE -ENG. F•F-�'�_ - SHEATH. TO EACH TRUSS � � (3)#5 RE5AR5 - VARIES FLOOR TRUSS 3 w 2X CONT. RIBBON D4 X — — TOP $ 50TTOM UJ/ 0 W --- --- (2) 10d NAILS TO EA. TRUS� ' 9" RECESS SLAB FOR DOOR( N SIMPSON HETA16 UJ/ X f® I (10) 10d X 1 1/2" NAILS ` EACH TRUSS f N c� REBARS w REFER TO DETAIL C3 5 x A/D3 FOR L'- - - ' - - -RE5ARS w FLASHING REQ. C35 RE5ARS 38 1' /ol-S" 4" 3g #3 TIE BARS ALT, J 0 f 5T ED I R. 4" 'a 12" O.C. GRADE B SFTG 1 � ° MIN F.F_f`L - 5ELOW VARIES GRADE X — ? (TYP) -ROOF DECKING -2X4 BRACING ia 24" O.C. -1Od NAILS e 4" O.C. PREMANUFACTURED INSULATION PRE ENG. WD. S SSO BAFFLE 5ETWEEN EA. TRUSS TRUSSES os 24" 0. H10 'a EA. TRUSS ) 10d a E X4 RA FRAMING O.0 FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD ----------- SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ' FASCIA TYPE AND OVERHANG (2) 106 0 EA. BOTTOM CONSTRUCT I ON � CHORD 1/2" SAG RESISTANT ----- --- OR Na' GYP. BOARD PLACED PERP. TO CLG. FRAMING ATTACH CROSS BRACING l.U/ 4-126NAILS 3" O.C. �/z " GYP. 5D. 5PH4 EA. STUD TEXTURED CEMENT FINISH OVER METAL LATH OVER 1/16" OSS, SHEATHING 4 WEATHER INSULATION RESISTANT MEMBRANE HOUSE WRAP SEE FLOOR_ PLAN OR FOR TYPE HORIZ. LAP SIDING OVER 1/16 u OSB. SHEATHING NAILING - 1/z" SAG RESISTANT_ PERIMETER- 6" O.C. OR Na' G'A'P. BOARD INTERIOR- 12" O.C. PLACED PERP. TO CLG. w UNLESS NOTED OTHERWISE FRAMING z cn (2) 2X HEADER O (2X8) SPAN UP TO 6' +- 1/2 "4 ANCHOR BOLT UJ/ 2" (2X12) SPAN 6' TO 12' > WASHER 0 24" O.C. ALUM. WINDOW (REFER TO � FLOOR PLAN 4 ELEV. FOR w 2X4 P.T. SOLE PLATE DESIGNATIONS) 44 - MAR5LE STOOL ad NAILS 6" O.C_ A R-11 INSUL. Q REFER TO DETAIL A/p3 -2X4 STUDS e 16" O.C. FOR FLASHING REQ. - 2X4 50T. PLT. UJ/ O (2) 1201 NAILS e 12" O.C. SXS LONG. LINTEL WOOD SASE BLOCK- SEE FLOOR PLAN FOR FINISH 1=L�70R REINFORCEMENT 16 " PRE -ENG, FLOOR TRUSS SYSTEM w SAG RESISTANT w OR 5/$" GYP. BOARD PLACED PERP. TO CLG: Z FRAMING O WOOD 5ASE d 2X4 X -BRACING e S'-0" O.C. TO w 3%" RECESS IS w SXS CONC. LINTEL 3RD. TRUS IN 11,z" FOR OUT-SUJG. DRS. ON Y WIGONG. 4 (1) #5 RE5AR tL CONTINUOUS (� (2) 106 a END OF 5LOCKING O GARAGE CLG. SPECS. ii y0 5T18 a 32" O.C. . 1001 NAILS 0 4" O.C_iy- q �\ 5X5X12" L -FLASHING DSL- 2X4 TOP PLATE @ \\ �� FIRST �\ PIECE ONLY 2X4 BALLOON FRAMING IAV " • e 16 O.C. ROOF (31 D4 1'-8" (3 5 REBARS }� ST T P ALT. T RU 5 5 ED I FZ ° I R 3/4 - - 1 -O \� 9" RECESS SL.GL.DR. FOR F L?45 H I N(S; PREMANUFACTURED INSULATION w DETAIL BAFFLE SETUIEEN EA. TRUSS fL/ H10 e EA. TRUSS 0 (35 KEBABS SEE DETAIL A/D2 FOR ROOF TYPE, EXP. . JOINT = DECK TYPE, ` _ FASCIA TYPE AND X �•- - - - - - OVERHANG _ CONSTRUCTION Lu w rL _ - O z u f (3)5 I RE5AR5 w „ SP4,6 ORS 32 O.C. STUD TO • q ; t ; (3)#5 X TOP PLATE 3)05 RE BARS > �'- - - - - -' RE BARS w 31 #3 TIE BARS D4 1'-S 14- 0 12" O.C. STRUCTURAL SHEATHING ATTACHED PER NAILING " RECESS SLAB SCHEDULE SEE DETAIL 1/D5 . FOR DOOR X\� — — 8d NAILS 3" O.C. WALL SHEATH. �, TO EACH VERT. WE5 W UL >- _ _ 2X4 BLOCKING 1 EA. C3)#5 ® I i N HURRICANE STRAP 24" < GABLE END FLOOR TRUSS UJ/ 91)4RE5ARS HETA16 UJ/ (10) 10d X 1 Y" " 1► C3)#5 Q NAILS e 32" O.C. 3/4 RECESS IS II (y- I RE5AR& w 1i�z p FOR OUT-SUJG. q ; C35 REFER TO DETAIL A/D3 FOR —� DRS. ONLY } �•- - - ' - - -' KEBABS w FLASHING REQ. -- Z q 2X4 SOT. PLT. UJ/ (2) 38 3 TIE BARS 1201 NAILS 12" O.C. ' = D4 1'-8" 4" # 14 e 12" O.C. i - CV8f " 8d NAILS 3" O.C. WALL ' 16 PRE -ENG. F•F-�'�_ - SHEATH. TO EACH TRUSS � � (3)#5 RE5AR5 - VARIES FLOOR TRUSS 3 w 2X CONT. RIBBON D4 X — — TOP $ 50TTOM UJ/ 0 W --- --- (2) 10d NAILS TO EA. TRUS� ' 9" RECESS SLAB FOR DOOR( N SIMPSON HETA16 UJ/ X f® I (10) 10d X 1 1/2" NAILS ` EACH TRUSS f N c� REBARS w REFER TO DETAIL C3 5 x A/D3 FOR L'- - - ' - - -RE5ARS w FLASHING REQ. C35 RE5ARS 38 1' /ol-S" 4" 3g #3 TIE BARS ALT, J 0 f 5T ED I R. 4" 'a 12" O.C. GRADE B SFTG 1 � ° MIN F.F_f`L - 5ELOW VARIES GRADE X — ? (TYP) -ROOF DECKING -2X4 BRACING ia 24" O.C. -1Od NAILS e 4" O.C. PREMANUFACTURED INSULATION PRE ENG. WD. S SSO BAFFLE 5ETWEEN EA. TRUSS TRUSSES os 24" 0. H10 'a EA. TRUSS ) 10d a E X4 RA FRAMING O.0 FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD ----------- SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ' FASCIA TYPE AND OVERHANG (2) 106 0 EA. BOTTOM CONSTRUCT I ON � CHORD 1/2" SAG RESISTANT ----- --- OR Na' GYP. BOARD PLACED PERP. TO CLG. FRAMING ATTACH CROSS BRACING l.U/ 4-126NAILS 3" O.C. �/z " GYP. 5D. 5PH4 EA. STUD TEXTURED CEMENT FINISH OVER METAL LATH OVER 1/16" OSS, SHEATHING 4 WEATHER INSULATION RESISTANT MEMBRANE HOUSE WRAP SEE FLOOR_ PLAN OR FOR TYPE HORIZ. LAP SIDING OVER 1/16 u OSB. SHEATHING NAILING - 1/z" SAG RESISTANT_ PERIMETER- 6" O.C. OR Na' G'A'P. BOARD INTERIOR- 12" O.C. PLACED PERP. TO CLG. w UNLESS NOTED OTHERWISE FRAMING z cn (2) 2X HEADER O (2X8) SPAN UP TO 6' +- 1/2 "4 ANCHOR BOLT UJ/ 2" (2X12) SPAN 6' TO 12' > WASHER 0 24" O.C. ALUM. WINDOW (REFER TO � FLOOR PLAN 4 ELEV. FOR w 2X4 P.T. SOLE PLATE DESIGNATIONS) 44 - MAR5LE STOOL ad NAILS 6" O.C_ A R-11 INSUL. Q REFER TO DETAIL A/p3 -2X4 STUDS e 16" O.C. FOR FLASHING REQ. - 2X4 50T. PLT. UJ/ O (2) 1201 NAILS e 12" O.C. SXS LONG. LINTEL WOOD SASE BLOCK- SEE FLOOR PLAN FOR FINISH 1=L�70R REINFORCEMENT 16 " PRE -ENG, FLOOR TRUSS SYSTEM w SAG RESISTANT w OR 5/$" GYP. BOARD PLACED PERP. TO CLG: Z FRAMING O WOOD 5ASE d FINISH FLOOR w w SXS CONC. LINTEL z 5LOCK REINFORCED WIGONG. 4 (1) #5 RE5AR tL CONTINUOUS (� SEE FLR. PLAN FOR O GARAGE CLG. SPECS. ii ---t 1 #54 DOWEL a SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING w lu W, 30" MIN LA 3V TEXTURED CEMENT � W,45 I ON ALL CONCRETE BLOCK APPLICATION SXSX16 CONC. BLOCK WALL Z GRADE c!� BOTTOM OF FTG 12" MIN 5ELOW GRADE (TYP) v MEN= - Q4 3/4"= 1'-0" PRE -ENCS. Wp.TRUSSES 9 24' O.C. \ \ �Q) INSULATION 0 SEE FLOOR PLAN 0� FOR TYPE SACS RESISTANT "' 9 OR 5/8" GYP. 5CARD 0-1 CD PLACED PERP. TO CLG- FRAMING LG.FRAMING 2x4 DBL. o TOP PLATE w0 � z O �4 w � w z 0� 2x4 BLOCKING q sx EQUALLY SPACED ~ 2x4 BLOCKING 24° O.C. GYP. 5D. cwn 0 QL 2X4 0 16" O.C- 2X4 'a 24" O.C. 0 R-11 BATT INSULATION � Dr 0I- �4. 5PH4 EA. 2X4 VERT. SS 0� Ou s� ',z ° GYP. 51D. ON 1 "X2 P.T. FURRING W/R-3 RIGID INSULATION o) uiUA �0 3: z 0Q) OQ) 1 #50 RE5AR IN d p o w FILLED CELL - SEE FOUNDATION o PLAN FOR z �, o LOCATION q' 0 o0 O Q� WOOD 5ASE FINISH FLOOR ) u 1 #50 DOWEL e SPECIFIED LOCATIONS cnS (SEE FOUNDATION PLAN) u ALT. MONOLITHIC FOOTING 0 SECTION 0 O 7 0*040000016*6 • • • • • • • • • • • • • • • • e �o •FLOOR SYSTEM • BOT. FT. PLT. 5r=YCND • • • • • Ir CIMU WALL GMU WALL 7 0*040000016*6 e �o •FLOOR SYSTEM BEYON•DJ Ir GMU WALL