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Home My WebLink About3975 Night Heron DrN - N 4 uj LL _ w U N 4 Q _ z w Q N w w O U U z Q m 4 O LL w 6 0 z O W LLIs w _ W . CL w I�Ip N z 3 IL d N Z O � c z - N f w O � N N H TO SUIT EQUIP. FURN r -L4" TYF. SIDES CONDENSOR UNIT SHT. ANGLE BRACKETS OR 2" WIDE 20ga GALV. STEEL STRAPS PAD ABOVE BASE FLOOD ELEVATION 4" THICK GONC. PAD - SEE PLAN FOR UNIT LOCATION REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT W/ 014 SHEET METAL SCREWS W/ GASKETED WASHERS & CONNECT TO PAD W/ 114"X1114" TAPCON SCREW OR 3/$' BOLT. SEE TABLE FOR aT1'. PER SIDE. ANCHOR SPACING TABLE LENGTH / SIDE NO, OF ANCHOR/SIDES LESS THAN 12' ONE / SIDE 12' - 24" TWO / SIDE 2411 - 3(o ITHREE / SIDE 36" UP 8 5tons 8 UP FOUR / SIDE / • • •.. 0 0 FOUNDATION NOTES 1, CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 2. a DENOTES FILL CELL REINF. W/ CONC. W/ (1) #5(P REBAR. GRADE 60 3. ■ DENOTES FILL CELL REINF. W/ GONG. W1 (2) #54 REBAR. GRADE 60 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLi'. ANT' DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR GLARIFIGATION. 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. 6. @ DENOTES FLOOR SLAB 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 .006 mm (6 mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED SLAB BOLSTERS. *FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH, 7. PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORGH, DRIVE AND WALKWAY AREAS. DELETE SLAB IN AREAS PAVERS ARE USED. n �T USED 9. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BT' GOMMUNIT'' AND COUNTY CODES. 10. IN LIEU OF TREATING THE 501L, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 11, BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.482 FLORDA BUILDING CODE. ►.rar.-� PCU DAT I ON FLAN 11411 I/8" =1' -0" (11XII) 1/4"=P-0" (22X34) N 0 w w U N 0 d g z Lu 0 N Lu O z Q m LL Lu r 121 0 0 S Lu Z w 0 3 0 Q 0 0 Lu Lu u W Q) 0� W 0� Q O� Q) � o Q) c� Is) 0 LL )o �L 0) � -3 Q) z3 Q) 0 � S =1 L � S N �0 fL 0 10 ol 13'-4" 13'-470," o a 0 01 o 13'-411 10'-211 a 31_211 a o SEL5° 13'-411 I I CfJ 16 ; I 10 0 1 ll -101-0113 -0 I I 11 I D2 {{�YYY�L�L _-4 r El ti a a o r II l 0 44 I FOOTING —————------- OOTING — CHANGE I I CHANGE II II 31 11 , II - II D4 II I� 31 - El I I I I 121_11 I D4 m i - HB I e' I S -l0 1El D2 I I 2'-13/¢11 21.1411 11 DW I I `� II 11 S1-IUJR ol El P II II 44 1 I 11 EL. 0 -0 R F. ELEV. II WC _ IZ I LAV, I I Z Q Il I I 30"X30 " "X18p2 GONC. FTG. W/ - � 30 "X30"X18" _I I 2'- /2 11 11 ol 1 0 ' I I CONC. FTG. W/ _ _ 1 -� _ >n — WH 8Y411 IJ \ -103/4 5'-I" L 1311 I'- I ICEMAKER _� V 21' 3i LINE _ _� nI I D2 I 0 I I m I 1 = 14 1 39 El 1 _ FTG, 1 I I D4 44 i t I I CHANGE 1 1 � W. SP. _ I 11-8'1 I I m 411_11/411 3 -g" N 141 I - I I 0 13 I DLJ — II \\ CJ II 241lX24"X16" I CON(. FTG, W/ I (3) #5'5 E.W. CUR I 0 1 ' I I 36 "x36 "x16" CONCRETE PAD #5 m 14 1 p2 \ 1 11 A/ T - o W/ 5 EACH WAY 31 D4 m �, 1 GU. 0 m 12'-7/411 �� 0 0 31 I1 EL -4' 11 11 _ II 0 0 0 0 Ell I `r 39 El 1 D4 2'- 0- = I D4 1 \S) 1.811 D2 51 411 11 OOTING I CHANGE FOOTING 11 CHANGE I14 V -0 �- I +0 F I E L-5 � El � a +0 I 18 1 HB D2 1 IS 61@ 24" 24"X16" — -' 11= D2 - � CO C. FTG. / , �t —_ ____--_— — (3) 'S E.W. 0 0% LID 0 22 D2 22 D D2 6' -0" '- o /� 161-011 1_011 SG/ ol / I_811 0 131-4" 201-011 10, 401-011 PCU DAT I ON FLAN 11411 I/8" =1' -0" (11XII) 1/4"=P-0" (22X34) N 0 w w U N 0 d g z Lu 0 N Lu O z Q m LL Lu r 121 0 0 S Lu Z w 0 3 0 Q 0 0 Lu Lu u W Q) 0� W 0� Q O� Q) � o Q) c� Is) 0 LL )o �L 0) � -3 Q) z3 Q) 0 � S =1 L � S N �0 fL 0 TABULATION UPPER LIVING ---------------- LOUDER LIVING ---------------- 1,708 1,456 SF. SF. TOTAL LIVING---------------- 3,164 SF. C;AR,AGE--------------------- 634 SF. ENTRE PORCH 4---------------- 102 SF. LANAI ----------------------- 89 SF. FRONT BALGON'T'-------------- N/A SF. REAR BALCONY-------------- N/A SF, TOTAL UNDER ROOF 3,989 SF. GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE, 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANGIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION_ 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2 " UNLESS NOTED OTNERW15E. 4. ALL EXTERIOR BLOOD WALL DIMENSIONS TO BE '11/2 " UNLESS NOTED OTHERWISE. 5. PULL ALL DIMENSIONS FROM T�4E REAR OF FLAN. F:LCCfR FLAN UJ/ 1/5"=P-0" o 0 Lu 'O C for U W ) L 0� Q 0� o� CID Q- Oo �o U - NLL� 60 �L �Q z3 S Q) E— � S _ Q) C W Mq) U � �0 z �4 Lu 0 00 Q S � In � 4 � � � S 0 LL Lu � Qs _r UQ) 0 3 � 00 w c /` 0 ��F= Q) 'D L �Q) L 0 sco 'DE o z N � :9 0 U �S z �U w (L o w 0 � � o ----------------------- N LANAI sN 914 CLCx. �n 12'-1" �t 9'4 CLCD. CAFE 9'4 1 n S'-034" 3'—I Zn 14'—V° \S) 2 334" = ----- - - - - -- a i i r 9 4 CLCD. m N ---4 I � I I I I .2 I '4 CLCD. = m Q0 II Cl) � Qo '-1 211 31-9ry ' I m 8'—Im3/4n 41-211 I I ('� r- --IC===� � I I I I I I I TAND M ---is=ZLI----LI - ice 1 L___ J L___ J LAUND, 2Y2 5 2 9'4 2" `t DRO`t //�- 53/4" 9 4 GLC. cu. FLEX 9'4 GLC. 9 14 LCA. s� 9'4 GLC-. 21-4" ///11�qq " 1 —%J" 21— 4" 41— CJ V 4 J= C; k 411 12'8 CLCD. F. I LL- r 7 7 =7 7 10 —011 2'-0" 5'-4" 5'-4" ------------------------------- 2'-0" �'-8" 1-411 1'-4" 13'-4" 20'-0' 40'-011 0 Lu 'O C for U W ) L 0� Q 0� o� CID Q- Oo �o U - NLL� 60 �L �Q z3 S Q) E— � S _ Q) C W Mq) U � �0 z �4 Lu 0 00 Q S � In � 4 � � � S 0 LL Lu � Qs _r UQ) 0 3 � 00 w c /` 0 ��F= Q) 'D L �Q) L 0 sco 'DE o z N � :9 0 U �S z �U w (L o w 0 � � o LOAD INFORMATION ROOF SLOPE 0-200 PER &TH EDITION, 2011 FLORIDA BUILDING OVER 600 0:12<4:12 RESIDENTAIL CODE 1C 12 DEAD LOADS 16 14 FLOOR: STRUCTURE -------------- -I PSF >_ 12 : !2 12 CEILINGS -------------- 3 PSF 12 MECN/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL -------------- 20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- -i PSF CEILINGS -------------- 3 PSF MECN/ELEC-------------- 5 PSF ROOF SLOPE 0-200 TOTAL --------------20 PSF OVER 600 0:12<4:12 FLOOR LIVE LOADS 1C 12 RESIDENTIAL FLOOR: ------------40 PSF 16 14 UNINHABITABLE ATTIC >_ 12 : !2 12 WITHOUT STORAGE: ------------ 10 PSF 12 UNINHABITABLE 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 (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-(o00 OVER 600 0:12<4:12 20 1C 12 >_ 4:12 < 12:12 16 14 12 >_ 12 : !2 12 12 12 W ND INFORMATION PER 6TH EDITION, 201-1 FLORIDA BUILDING RESIDENTAIL CODE 1. BASK WIND SPEED: -----------140 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING GATEGORY:--------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADDING - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRESSURE IAU FLA XXX RESIDENTIAL CODE, SECTION 8301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOSE& I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN e W,45HER SPACE. VENT DRYER THRU ROOF. I3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE a REF. SPACE, 4. DO 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 GONG. BLOCK WALL HG T, e 9'-4" A.F.F. DENOTES GONG_ BLOOD WALL HGT. e 12'-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 1301.1 - M1301.2 O. 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 3/0" IAW 8302.5.1 DR, VEr REc PLL F:00f;R FLAN W/ NOTES 11,411 1/8" =V-0" ( 11X1-1) 1/4"=V-0" (22X34) + 33.7 44.0 PR. SH25 1+133.71 aao PR. SH25 �1"/u 1 %.1�, L -IL/ NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO -13 U) 0 0Q) for vz WQ� 0:3 Q o(D Q� �CL 0 O _j U 60 �Q �Q) c 3 m Q� sQ) � S Q� ,o Lu m� Q� Lu U :3 �0 Q 3 Q)L oLu Lu —� � 00 v o s� :3 0� m � cuQ) o -4 LL �0 w L jr r v OJ z 0 w 0Q) 1- Lu N S a o �o z L� Q� o W Q S w 0— 0 N w N o � � 0 GENERAL NOTES 1, CONTRACTOR TO VERIF'' ALL DIMENSIONS ON JOB SITE. 2, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONL''. AN'' DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTL'T' TO SUPERVISOR FOR CLARIFIGATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2 " UNLESS NOTED OTNERW15E. 4. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 71/2 It UNLESS NOTED OTHERWISE. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. MMPI.. FLOOD W1 [:) IM I ,5 i ON5 11411 1/4"=l'-0" (22X34) 2K/'-511 13'-411 12'-2" S'-00" 12'-211 3'--1' ------- - - - - -- ------------ I I I I I I 12'-4,V411 9' CLC. 5'-113411 ---------- 0 -In ------------ -- GAME 141_11 ----- ---- i 12'-4/V4" 3'- 2 -111 2'- 1 (o1_6Y411 I I u�►C I IZV i 9' GLC. I 2" 21_011 � -11_3 211 _ ---------A/, 4'- -1 2'-9" -' 11_ �11 - 2 1_5n k4 � 5'-m' ---� 71I ------ 1 2 u 21_ N \N -a I M.B. - 1 I I I I 31_2211 21_111 3'- -VxN 2' n J-1 1 On 3'-334" '-5" 5'-(o" m IS ---- f WIC UJ i9' GLC. I ---� m ' I I I I L`�' 1 Wl�r GLC- S'-3" 1 _ �n 9' CLC. � I I I I N cn � '-2" — — — — — — — — — — — — \------------------I I I I I TRA1' CLG. I I I ---------------- — — — — — — — — — — — — — 3'-S" Il' -4" — — — — — — — ], I I - I I ---I — — — — — — 2'-1o' 3'-1" --------- Ll 3'--1" 3'-5" Af �PA --------------------------------- 0 -S" 13'-4" S'—olf 12'-011 20'-0" 40'-0' FLOOD W1 [:) IM I ,5 i ON5 11411 1/4"=l'-0" (22X34) LOAD INFORMATION PER 6TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE DEAD LOADS FLOOR: STRUCTURE -------------- -1 PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 PSF TOTAL --------------20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 PSF MECH/ELEG-------------- 5 PSF TOTAL -------------- 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 PSF UNINHA5IT,45LE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE 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 (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-600 OVER roOO 0:12 <4:12 20 1 r 12 > 4:12 < 12:12 16 14 12 >_ 12:12 12 12 12 FIND INFORMATION PER 6TH EDITION, 2017 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 WIND PRESSURE I,4W FLA XXX RESIDENTIAL CODE, SECTION 8301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL= NOTES I. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN e WASHER SPACE. VENT DRYER THRU ROOF. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE, 4. DO 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 COUNT!' CODES. �. DENOTES GONG. BLOCK WALL HGT. a 9'-4" A.F.F. DENOTES GONG. BLOCK WALL HGT. a X-0" 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 9, 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 3/0" AW R302.5.1 UFFER FLCCfR FLAN UJ/ NCTES II4 II 1/0"=P-0" (11X11) 1/4"=I'-0" (22X34) 1111H. SHWR SEAT - CMU BASE EE SP 2X4 D5L. STUD POST NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO (3) 3" FALSE PIPES- PROl GETAIL N.T.S. z SETA f (oA 3/4"=1'-0" (11X1-1) 11/2"=1'-O" (22X34) ALUM./VIN1'L SOFFI" "F''PON" BRACKET 5KT14X14 OR EaUA 3 E)ETAIL " (22X34) XT R10 M55 4 NOTE6 1, LATH TO BE ATTACHED IAW 8103.11 OF THE 6TH EDITION, FBCR, 201-1 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R-103.12 OF THE 6TH EDITION, FBCR. 2011 3. WEEP SCREED TO BE INSTALLED IAW R7O3.1.2.1 OF THE 6TH EDITION, FBGR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R-1031.3 OF THE 6TH EDITION, FBCR, 2O11 5. "ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. FIBERGLASS SHINGLES 6A BRACKETS 70 DETAIL 1X6 SMOOTH FINISH BAND OEL.19'-83/4" /PL.NGT. r,EL.18'-43/4" /HDR. NGT. EL. 12'-S" /PLT. NGT. ENTRY OL EL.10'-83/4" /2ND. FN. FL, OL EL. 9'-4" /PLT. NGT. EL. 0, 0" /HDR. HGT. 1X6 SMOOTH FINISH BAND EL. 0'-0" /FIN. FLR. 3/8" TEXTURED CEMENTITIOUS FINISH EL.19'-83/ " /PL.HGT. OL EL.181-43/4" /HDR. NGT. TEXTURED CEMENTITIOUS FIN. ON METAL LATH OVER 7/16" OSB. SHEATHING OL EL.1O'-83/4" /2ND. FN. FL. �. EL. 9'-4" /PLT. HGT. oEL. a' -O" /HDR. HGT. EL. 0'-0" /FIN. FOR. 11 IRAD:2'-8" FONT ELEVATION 11411 1/8" =1'-0" (11X1-() 1/4" =1' -0" (22X34) 12 6 F-11- F71 I f F- F- I F- F -,F- [- F- F- F-�[ F-�F F- F - 4' OFF RIDGE ROOF VENT FIBERGLASS SHINGLES /r r' L - FIBERGLASS SHINGLES 3/S" TEXTURED CEMENTITIOUS FINISH FEAR ELEVATfON I/8"=1'-0" (11X1-1) 1/4"=1'-O" (22X34) FIBERGLASS SHINGLES EL.19'-83/ " /PL.HGT. EL.18'-43/4" /HDR. NGT, 1X6 SMOOTH FINISH BAND FIBERGLASS SHINGLES EL -10'-a3/4" /2ND. FN. FAL, EL. 9'-4" /PLT. NGT. EL_ 8'-O" /HDR. HGT. 18"X30" HF.RND. LOUV. VENT UJ/ 1X6 SMOOTH FIN. BAND 1X8 SMOOTH FINISH BAND EL. 0'-0" /FIN. FLR. 3/8" TEXT. CEMENTITIOUS FINISH EL.18'-43/4" /HDR. HGF TEXT. GEMENTITIOUS FIN. ON METAL LATH OVER 1/16' OSB. SHEATHING EL.1O'-83/4" /2ND. FN. FL. EL. 9'-4" /PLT. NGT. EL_ 8'-O" /HDR. NGT. EL_ 0'-0" /FIN. FOR. Q) 6 lu ul Q E For U U) Q �N Q) �(L 0 0 _j Jl[L Q) o N �L NQ -) Q) N � �3 Q)4 �Q) S V.- Q) Q �0 w to LL Q) L w r� U 0 m C Q) 4 - `a w o c() .S Ma w c 0 00 z L� Q U ::3 0 �, N cl Q � � Q) w N� LL S W Dr ~ QS r U Q) 0 (�� 3q ZO cl oQ) U Q) Lu cA , � �'� L p Q) _z L Q)Q) O Q) jr Q cj cjm s_ -o z L o W �S w z ' U w \(LO w Q N � � e W N N � c� � U oLEL.1S'-83/4" /PL.HGT. Y OEL.18'-43/4" /HDR. HC -1/8" TEXT. CEMENTIT ON METAL LATH O� OSB. SHEATHING X12'-8" /FLT. HGT YEL.10' -83/4 " /2ND. FN 0,,E L. S'-4" /FLT. Hr -:;T. o,EL_ 8'-O" /HDR. HG OLEL. 0'-0" /FIN. FLR. /'1CC aiflr_C '8 I C^ 11.11«1) C,'CI-ICM I I I IVU FINISH LEFT ELEVATION ILII I/S" =1'-0" (11X1-1) 1/4" =1' -0" (22X34) n=_QIr-,00-1 = FIGHT ELEVATION 11411 1/8" =1'-0" (11X11) I/4" =1'-0" (22X34) FINISH L.IS'-83/ " /PL.HGT. L.18'-43/4" /HDR. HGT 3" TEXT. CEMENTITIOUS FIN. >N METAL LATH OVER 1/1(o" )SB. SHEATHING L. 12'-0" /PLT. HGT. L.10' -S3/4" /2ND. FN. FAL. L. 'a'-4" /FLT. HGT. ,6, L. 8'-O" /HDR. HGT. L. 0'-0" /FIN. FLR. EXTERIOR FINISH NOTE5 I. LATH TO BE ATTACHED IAW 8103.1.1 OF THE roTH EDITION, FBGR. 2011 2. PLASTERING TO BE WITH PORTLAND CEMENT, INSTALLED IAW R-103.1.2 OF THE &TH EDITION, FBCR. 2011 3. WEEP SCREED TO BE INSTALLED IAW 8103.1.2.1 OF THE 6TH EDITION, FBCB. 2011 4. WATER RESISTANT DARRIER TO BE INSTALLED IAW 8103.1.3 OF THE &TH EDITION, FBCB. 2011 5. "ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. u N w w U Q F - z LU ff w O z 0 m d 0 0 w z t- r 0 N z 0 w w LU 0 z D Q N O 0 LU z kn LU 0 ff n F- :3 F - ,O Iuul _0 Q) 0� Q 0ch Q) F 0 n �L -j � U— �o sF- -6 � N ,L z 3 Q.� Q) Q) X S � O F- � S 6Iy-' Q) S -0'z- Z -(3 v � 3 L L 0� E� 0Q) �0 LU Q) 3 L -F= L 40 4— L L �0 �Q) s� E � z Q) �S LU � L fL 0 CL 0 a ill 1 M 1 RR. - MC `Q �- LAV. m °' LAV. LE I 1,; G INTEf;RlOfR ELEVATION5 1/8"=1'-0" (11X17) 1/4"=1'-O" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. C 8 1/4"=P -O` (11X17) 1/2 =1 -0 (22X34) SIN 1 i N m m I REF. I I I I I � 1 - mF-i 1 M 1 RR. - MC `Q �- LAV. m °' LAV. LE I 1,; G INTEf;RlOfR ELEVATION5 1/8"=1'-0" (11X17) 1/4"=1'-O" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAWINGS FOR FINAL VERIFICATION. C 8 1/4"=P -O` (11X17) 1/2 =1 -0 (22X34) SIN 1(o" FIRE -ENG, UO. FLOOR S1'"STEM S 24" O.C. 2X4 LEDGER- ATTACH L0/ 126 NAILS e 6" O.G. HANDRAIL R311.1.8. 6TH EDITION - FBCR (2010 34"-38" ABV. TREAD NOSING ON OPPOS 1 TE WALL III L/N ` V Y //I 1 .- -" I CAGH W/ 126 CUT NAILS 6" O.G. 3/4" QTR. RND �3/4" FINISHED PL T L000D (TTF.) 1X6 (5 NOOKS) 3/4" QTR. fRND. ASE T /mA\Cf;ROS5 5 8 1/8"=1'-O" (11X17) 1/4"=1'-O" (22X34) FIBERGLASS SHINGLES I PRE -ENG. WF.). TRUSSES SYSTEM 'a 24" O.C. aLATION PER 2011 FBC- :RG'' CONSERVATION - I EDITION EL. le' -a3/4" /FLT. Ha EL. 18'-43/4" /HDR. HCS. EL.10'-83/4." /FIN. FLR. EL. 9'-4" /PLT. HGT. EL. 8'-0" /HDR. NGT. EL. 0'-0" /FIN. FLR. MIRR, L V. i N m Ea, Ea. rn 1(o" FIRE -ENG, UO. FLOOR S1'"STEM S 24" O.C. 2X4 LEDGER- ATTACH L0/ 126 NAILS e 6" O.G. HANDRAIL R311.1.8. 6TH EDITION - FBCR (2010 34"-38" ABV. TREAD NOSING ON OPPOS 1 TE WALL III L/N ` V Y //I 1 .- -" I CAGH W/ 126 CUT NAILS 6" O.G. 3/4" QTR. RND �3/4" FINISHED PL T L000D (TTF.) 1X6 (5 NOOKS) 3/4" QTR. fRND. ASE T /mA\Cf;ROS5 5 8 1/8"=1'-O" (11X17) 1/4"=1'-O" (22X34) FIBERGLASS SHINGLES I PRE -ENG. WF.). TRUSSES SYSTEM 'a 24" O.C. aLATION PER 2011 FBC- :RG'' CONSERVATION - I EDITION EL. le' -a3/4" /FLT. Ha EL. 18'-43/4" /HDR. HCS. EL.10'-83/4." /FIN. FLR. EL. 9'-4" /PLT. HGT. EL. 8'-0" /HDR. NGT. EL. 0'-0" /FIN. FLR. 1X6 (5 HOOKS) Ea, Ea. 5,45E TRIM 1(o" FIRE -ENG, UO. FLOOR S1'"STEM S 24" O.C. 2X4 LEDGER- ATTACH L0/ 126 NAILS e 6" O.G. HANDRAIL R311.1.8. 6TH EDITION - FBCR (2010 34"-38" ABV. TREAD NOSING ON OPPOS 1 TE WALL III L/N ` V Y //I 1 .- -" I CAGH W/ 126 CUT NAILS 6" O.G. 3/4" QTR. RND �3/4" FINISHED PL T L000D (TTF.) 1X6 (5 NOOKS) 3/4" QTR. fRND. ASE T /mA\Cf;ROS5 5 8 1/8"=1'-O" (11X17) 1/4"=1'-O" (22X34) FIBERGLASS SHINGLES I PRE -ENG. WF.). TRUSSES SYSTEM 'a 24" O.C. aLATION PER 2011 FBC- :RG'' CONSERVATION - I EDITION EL. le' -a3/4" /FLT. Ha EL. 18'-43/4" /HDR. HCS. EL.10'-83/4." /FIN. FLR. EL. 9'-4" /PLT. HGT. EL. 8'-0" /HDR. NGT. EL. 0'-0" /FIN. FLR. M CHAN I CAL /G N RAL NOTE-5 PER 6TH ED, 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES & R -VALUE COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 610.1 ABC.] 2.)APPLIANCE5 SHALL BE ACESSIBLE FOR INSPEGTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. A) CHAPTER 13 OF THE FBG -R 201-1 6TH SECTION M1305.1 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION M1602 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, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2014- 406.12, ALL 15A AND 20,4,125V RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT. 6.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 1) SMOKE ALARMS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 4 8314.4, MODEL# TO BE USED ON THIS JOB TO BE: BRK: SMOKE -912019, 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 la" ABOVE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 2011, 6TH ED. P2a011 9.) ALL EQUIPMENT 4 APPLIANCES, INGLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 10" 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(A)(2) L CTRICALa L= G SID 0 SINGLE POLE SWITCH OUTLET, TV/GABLE THREE WAY SWITCH 4 OUTLET, PHONE OUTLET 110-115 D INTERCOM 4� JOUT, 110-115, SPLIT WIRED ® CHIMES :0 OUT. 110-115, W/ USB 0 SMOKE DETECTOR OUT, 110-115, CLG. MOUNT. cM CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. of PUSH BUTTON ® 61 -CL. PURPOSE 220-240 Q EXHAUST FAN LIGHT FIXT., CLG. MTD, EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. 0 DISPOSAL ® LIGHT FIXT., RECESSED ELECTRICAL PANEL © LIGHT FIXT., REC. ADJUST. ® CEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN ❑F CEILING FAN, INSTALL X=C=:]C LIGHT FIXT.,FLUORESCENT QJ ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT u LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER 200AMP WP. 1*4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER NI INSIDE PANEL (METER # a iRMX TO RNC. # 10/3 TO DRYER # 10/2 TO W/H SECONDARYA/C 4 A/H T.B.D. FEED 8Y # 14 FOR LIGHT UTILITY CO. AND PW1R INTERIOR PANEL INTERSYSTEM BONDING TERMINATION BOND 1*4 BARE COOPER WIRE TO FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(4)(3) ELECTRICAL RISER DIAGRAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPL'T' W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(AX1) TO (6), LOCAL CODES, AND THE LOCAL POWER COMPANY, 250.52(,4)(3) Concrete -Encased Electrode. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. Concrete -encased electrodes can be horizontal or vertical and must be at least 20 ft. long. There are two types of concrete -encased electrodes: (1) steel reinforcing bars or rods which are not less than %inch in diameter and at least 20 ft. lona, 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 aconcrete-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. FIfRSfi FLOOR ELECTFRICAL FLAN_ 1/011 =P-0" (IIXII) I/4"=1'-0' (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS U N LLI Q D LU U 0 Q Z LU O N LU 0 U Z Q m 4 0 O U_ LU LL O r 8 N O i= w S w Z LU CL CL i N 3 O 0 LU N w D lL U N N F_ _0 U� Q u 0� 07 U0 �W -0 Q) ULOo �o 00 NQ C 3 10� 00 � M /AZ U L0 IS �J � S NOTE& 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLE55 OTHERUJISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12n UNLESS OTHEiRWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING 45 PER NATIONAL ROOFING AND SHEET METAL 455OC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN AGCORDANCE WITH THE &TH EDITION (2O11) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS BEAMS, HEADERS, ETC. TO BE SIZED BY TRU55 MANUFACTURER OR FL, REG. ENG. 5. TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION $ PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU55 DESIGN DR,4WINGS, IN THE ABSENCE OF SPECIFIG BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA BCSI 1. ro. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRU55 PLACEMENT 4 TRUSS TO TRUSS CONNECTIONS. -1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAUJ FBCB 201-1, &TH EDITION 8905.2.3. F(FR)ST FL OOFR TfRL�55 LA`rOUT IIAII 1/5" =V-0" C 11X1-1) 1/4"=V-0" (22X34) 1 U 13 N N d w U - LU U N 4 Q z w Q N W ftW O z O 13 m Q O 0 U - w 1 tu r 0 0 0 S w LU 0 0 CL 0 Q z 4 O O W z U N LU Q N U N z Q- O 0 ATTIC VENTILATION CALCULATIONS PER F5C2O11 roTH EDITION R8Oro: MIN. 40% - MAX. 5Oio OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2910 S.F. = 9.78.F. NET FREE VENT, 300 REQUIRED UPPER PORTION VENTILATION TOTAL-------- 4.85S.F. PROVIDED W/OFF RIDGE VENTS: 5 VENTS '2 .97S.F. /VENT. (VENT TYPE: LOMANGO MODEL 710-D OR MILLENNIUM METAL) LOUDER PORTION VENTILATION TOTAL: - - - - - - - 8.OS.F. PROVIDED UJ/ VENTILATED SOFFITS e EAVE:- - ( 92L.F. s 0.087S.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE: 490% LOUDER PORTION PERCENTAGE: 51% NOT& 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3, PROVIDE AND [NSTALL FLASHING AND ROOFING 45 PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2O17) FLORIDA RESIDENTIAL CODE. 4, ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL, REG, ENG. 5. TRUSSES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REOUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRAGING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI/WTCA 5C51 1. (o. REFER TO TRU55 MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT TRUSS TO TRUSS CONNECTIONS. -1_ SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 201-1, (oTH EDITION R9O5.2.3, 2N[:), FLOOfR— TIRU55 LA""rOL�T 11,4 II 1/0"=P -O" (11X17 ) 1/40=1' -on (22X34) s u N 4 Lu w w u N O Q d z w O w 0 U z 0 m 4 0 O LL w LL 0 r 8 0 O W 4) 0 e Q 4 z O 0 w O N U N m lffl-,'rq'� 1� �Q) W9Q) ::3 Q o� o Q) for 0- o o �N N 4 N •i 3 N Q� Q) N S 9) 6l, 'D _ Q ,o ci N LL L N W � u �0 Q N + i LU QS 0 s� U Z i � S � m N O LL �0 W i H �C _r UQ) @ 3 N Q 0� w \ 13 5 LU �0 �- II q 11 N S � LUi LL o �o � S � N � Q F= z z Q � z w (L 0 w Q � N IL �7C U � ct) N O FOLLOW DETAIL W2/D4 ROOF DECKING XTERIOR UJ -E 7RE - - PRE -ENC-. WE). FLOOR FOR TOP OF WALLDETAIL W2/D4 e 24 O.C. (IF APPLIES) a 24" O.C. (IF APPL f ES) MTL_ FLASHING DSL. 2X TO�LATPRE-ENG. UO. TRUSSE PE DBL, 2X TOP PLATE 45 E PLT. TO GRIPP E TO HDR. 24" O.C. 2X4 BLOCKING (IN 2X CRIP LE 16" O.C. 2X CRIPPLES 1611 O.C. (2)126'5 � BTTM. PLT. BETUJEEN TRUSSES) UJ/ TO EACH TRUSS EA. TRUSS TO 2X4 BLOCKING UJ/ 2-126 26 LEDGER (2) 12d'S e EA. STUD PRE - ENG. UO. 16 " O.C. GIRDER TRUSS OR SINGLE FLR. TRUSS 2X4 LEDGER BOARD EA. STUD CONTINUOUS W/(2) LA 3/4" PL1'UJp. SUS-FLR_ SCREWS EA, FLOOR 81 TO TOP STRUCTURAL SHEATHING"=XA TRUSS PLATE ATTACHED PER NAILING PRE -ENG. UJD, GIRDER 2 2X8 HEADER UJ/ �� ' SCHEDULE- SEE DETAIL 2 2 2X8 HEADER W1WX �2 1/D5 PL T WD. FLITCH PLATE PL1'WD. FLITCH PLATE PRE - ENG. UO. ( SPAN UP TO 6') ( SPAN UP TO 6' ) TRUSSES 2 2X12 HEADER W/ '/2 " L 2 2X12 HEADER W/ 1/2 " v PL'I'WD. FLITCH PLT. PL T WD. FLITCH PLT. (SPANS (o' TO 12') (SPANS (o' TO 12') TA ° �� 1/2"=1'-O" (11X17) 1"=1'-0" (22X34) � DBEA. HEApERL. 2X FULL LENGTH 45 )TO HDR. STUDS Q4_)l/2`=P-0" (11X17) 1"=1'-O" (22X34) STUDS (: FOLLOW DETAIL W2/F-)4 ROOF DECKING 45 'a POST TO LVL DBL. 2X HEADER DBL. 2X FULL LENGTH FOR TOP OF WALL STUDS (SGL. HDR. STUDS STUD FOR SPAN 6' OR LESS U.N.C. DBL, 2X HEADER (2) 126'& e) BTTM. PLT. STUDS ( SGL. HDR. TO EACH TRUSS PRE -ENG. WD. GIRDER STUD FOR SPAN 6' TRUSS OR UJD. BEAM 2X STUDS e 16 O.C. OR LESS U.N.O. ) PRE -ENG. UO. GIRDER 2X4 BLOCKING UJ/ 2-12d DBL. 2X TOP PLATE TRUSS s 16" O.C. 2X STUDS a 16" O.C.- 3/4 " .G.3/4" PLS WD. SUB-FLR. 4X8 P.L. POST 2X P.T. SOLE PLATE 2X P.T. SOLE PLAT PRE -ENG, WOOD 81 POST TO SLAB TRUSSES ia 24"O.C. STRUCTURAL SHEATHING 81 EA. STUD TO ATTACHED PER NAILING SOLE PLATE SCHEDULE- SEE DETAIL \XX 1/D5 2X P.T. SOLE PLATE 1/2"0 ANCHOR BOLT W/ 2" '/2 "0 ANCHOR BOLT W1 2' WASHER 32 O.C. MAX , , WASHER- e 32 O.G. MAX �J �L � MINIMUM 7" EMBED. �L �L MINIMUM 7" EMBED. �� HANGER B�' TRUSS - D D - f f g I MANUFACTURER ° • I � RG. W10 JPL=II T) T,� I ( . W/ L� � � BRA PL FT) 1 14 1/2"=1'-O" (11X1-1) 1"=1'-(d" (22X34) �� 1/2"=1'-O" (11X10 1"=1'-2>" (22X34) Qj4I/2`=V-0" (11X1-() 1"=1'-f�" (22X34) INFO C EXTERIOR WALL- SEE [:)EETA� RE R ED CONC. FTG. PRE -ENG. GIRDER 5 SEE FOUNDATION PLAN DETAIL W2/D4�4 1/2 - - TRUSS -O (11X10 1 -1 -O (22X34) MTL. FLASIHING 3O1 TOP PLAT \\\�Xxx PRE -ENG. WF-). TRUSSES 2X4 BLOCKfNG (IN FOLLOW DETAIL W2/D4 ROOF DECKING 24 24" O.G. BETWEEN TRUSSES) W1 FOR TOP OF WALL (2)12d'SEA. STUD SSSS-- (2) 12d'S 'a BTTM. PLT_ - — TO EACH TRUSS / DBL. TOP PLT. 26 e EA. TRUSS TO PRE -ENG. UJp. GIRDER / � LEDGER TRUSS 2X4 BL KI / 2-12ol // e l6" O.G. -�j 9S COLUMN TO 2X4 LEDGER BOARD 3,4" PL'T WE). SUB-FLR. --}-- — — PLATE CONTINUOUS W/(2) LA PRE - ENG. WOOD SCREWS e EA. FLOOR TRUSSES 24"O.G. STRUCTURAL SHEATHING PRESSES. UO. FLOOR TRUSS ATTACHED PER NAILING TRUSSES 24" O.G. SCHEDULE- SEE DETAIL DBL. 2X TOP 0 1/D5 PLATE PRE -ENG, UO. TRUSSES 24" O.C. 2X'S 16" O.C. ° 4"x4" PSL COLUMN QJ41/2"=P-O" (11X17) 1"=1'-0" (22X34) I HANGER BT' TRUSS MID -WALL BLOCKING I MANUFACTURER PRE -ENG. GIRDER 1/2"=1'-0" (11X17) 1"=1'-O" (22X34) TRUSS FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL 1,2 "0 ANCHOR BOLT W1 2" 3/4" PLTWOOD 38 DBL. TOP FLT, ---/WASHER- 0 32' O.G. MAX gg TIE `5EA N TO SUB -FLOOR PLATE (2)12d'5 0 BTTM. PLT. MINIMUM 7" EMBED_ PRE -ENG. FLOOR TO TOP TO EACH TRUSS 2X P.T. SOLE SYSTEM e 24" O.C. 81 2X4 BL KI / 2-12d PLATS PRE -ENG. WD.GIRDSR e 16" O.C. A F TRUSS 4"X4" PSL _ _ _ _ _ Ij COLUMN 3,4" i=L T WD. SUB-FLR.STRUCTURAL SHE A HINS �� p o °p T I- - - - -1 T - ��--TF---- - - - -ISI - - - ATTAGHEp PER NAILING ° °" I I I I I�;I I I I I 1 1 71 3/4" PLTWOOD SCHEDULE- SEE DETAIL _ ° �p I I I I I��I I i SUB -FLOOR 1/p i l I I I�,I �xx 2� EA. TRIX TO CONC. SLK. PRE- ENG LVL wAL. --ISI--- �-1 ---- �L.----i-I-----I�--- ° LEDGER OR GIRDER PRE -ENG. WD. TRUSSES PRE -ENG. WF-). TRUSSES e 24" O.C. REINFORCED GONG. FTG. � SEE FOUNDATION PLAN EDE2X6 LEDGER BOARD fI SOLI BLOCKING CONTINUOUS W/(2) LAG A UNDER COLUMN T�� T�f � (11X17) 1"=1'-O" (22X34) 1/2"=1'-O" (11X17) I"=1' -O" 022X34) SCREWS e EA. FLOOR �4 1/2"=1'-O" (11X17) 1"=1'-O" (22X34)1/2"=I'-o" "- '- TRUSS Q� (11X17) 1 -1 O (22X34) g,j UJ 0Q) w�� 0 Q O� O Q)m �[L �0 O 1L1L -6 ,o �Q) tp i z3 Q sQ) � S _ Q) Lu M� LL L Lu u � N O Ci Q Q) Jr L Lu s� 6]� w -� � 00 z �Q) m � n T� (Y - w �Jr r UQ) 8 3 ru z o �0 ooQ) w 0> w w �� Q . o n <1 Q) _ F- Q� s - Q) o n S z �U OLo Lu n � N w N U � o � u � 0 10" 3/4 ° PLUJD. SU5-FLOOR 2X8 JOISTS 16" O.G. MAX. 2X12 TREADS - CUT TO FIT ' N m 1X8 SKIRT 5D. , `y 2X8 LEDGER- ATTACH TO STUDS UJ/ ' r (2) 126 e EACH STUD 1 181 JOISTS TO LEDGER 2 X' S e l(o" O.C. MAX ' *ADD 2X4 VERTICALS 0 I6 "O.G. AS 1/2 It PL'I WE), BLOCKING- REa RED 5 T MUNICIPALIT'T - TO 5E 2X12 STRINGERS PLACED DIRECTLT' UNDER LEDGER i FDAfiA: TOTAL RISE: 10'-8 3/4" (1-1 RISERS "1 9/16" EA.) TOTAL RUN: 13'-4" (I6 TREADS 'a 10" EA.) o 4 STATfRCONS CT, STAIFR EDETAIL 3/411 = 1'-0" (11X1-1) 11/2"= P-0" (22"X34") PLATFORM FRAMING 3/4"= I'-0" (11X1"1) 11/2"= 1'-0" (22"X34") STAIR DATA MAX 1 1/2" 3%" PLUJD. SUB -FLOOR CONTINUOUS HANDRAIL IAUJ 6TH 6ECTION-F5CR(2011)- R311, INSTALL 34"-38" ABV, PRE -ENG. FLOOR TRUSSES TREAD NOSING 24" O.C. MAX. z 5ALU5TRADE HANDRAIL 5RACKET AT z MAX- SELECTED 5-T' OTHERS -SEE MANUFACT. RECOMMENDATIONS FOR ATTACHMENT U- 5OL11D 2X4 WOOF-) 5LOCKING AT EACH 5RACKET m 2X4 LEDGER IN 5ETUJEEN m STRINGERS- ATTACH TO FLR. TYPICAL INTERIOR WALL TRUSS UJ/ 126 NAILS 6" O.C. CONSTRUCTION $ (2)126 a EA. END OF LEDGER TOE -NAILED TO STRINGER r5--) 7r , �A N ED FRA L ED E T, T , 5TAf FR C; 0 N N E C; T, 3/4" = V-0" (11X1"1) 11/2"= P-0" (22"X34") Q5-,) 3/4"=V-0" (11X1"1) 11/2"=P -O" (22"X34") STRINGER TO FLOOR TRUSS NOTES: STA I RUJA"r CONSTRUCTION TO CONFORM TO F5GR 201-1, 6TH EDITION SECTION 8311."1 MAX. NGT. OF RISER TO 5E "13/4" MIN. I.UIDTH OF TREAD TO 5E 9"(EXCLU5IVE OF NOSING) Ir ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER �''' 3/8" MAX. VARIATION IN AN'' RISER/TREAD HAND RAIL CIRCULAR CROSS SECTION DIA, 2X4 P.T. IN SETUJEEN STRINGERS- ATTACH TO TO 5E 1 1/4" - 2" OR TO PROVIDE EQUIVALENT SLAB l.U/ 12d CUT NAILS s 6" O.C. AND (2) 126 GRASPA5ILIT''. EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS: MIN. 6" WIDE 's NARROI.0 END 34"MIN.-38"MAX., HANDRAIL HGT. 5 T HEADROOM CLEARANCE MIN. &'-0" o f i5 3/411= 1'-0" (11X1"1) 11/2"= 1'-0" (22"X34") STRINGER TO FLOOR CONNECTOR SCHEDULE CONNECT. SIMPSON USP MAX. LAT. LDS, T1'PE DESCRIPTIONFASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-106 x 11/2" ETA20 14-10d 1,810 65 / 960 5 DETAL20 18-10d x 1 1/2 " N/A N/A 2,480 2000/1310 20 H3 RFT: 4-8d / PLT: 4-&d RT3 RFT: 4-&6 / PLT: 4-Sd 455 125 / 160 21 H1 RFT:6-8dx11/2 "/PLT:4-8d RT15 RFT:5-860/2 "/PLT:S-Sd 415 485 / 165 22 H10A RFT: (9)104 x 1 1/211 RT16 RFT: 8-8d x 11/2 ° 990 585/525 PLT: (9)lOd x 1 1/2" PLT: 8-8d 23 LU526 HDR: 4-10d/J5T: 4-1001 JUS26 HDR: 4-10d/JST: 4-10d 935 N/A 24 H"1Z RFT /TRS: (4)801 RT20 RFT / Ti�S: 9-1001 985 400 / N/A PLT / STD: (2)8dX 1 1/2" (8)SD PLT / STD: 13-lod 26 H2.5A RFT:S-ad / PLT: 5-801 RTI 1RFT:5-801 / PLT: 5-801 415 150 / 150 34 A34 H:4-060/2 "/P:4 -86x11/2" MP34 H:4 -86x11/2 "/P:4 -ad x1'/2" 365 2,50/303 35 435F H:4 -801x1 I/2 "/P:4 -86x1 1/2 " MPA1F H6 -&dxl 1/2 "/P:6 -801x1 1/2 " 440 440 / N/A 3"1 MT512 14 -10d MTUJ12 14-106 1,000 N/A 38 MT516 14-106 MTUJ16 14 -10d 1,000 N/A 43 L5TA12 10-106 L,5TA12 10-1001 905 N/A 45 5T18 14-166 5T1& 14-16d 1,200 N/A 41 L6TA24 18-lod LSTA24 18-lod 1,295 N/A "11 MSTA36 26 -106 M5TA36 26-10d 2,135 N/A 12 M5TC66 64-166 SINKERS N/A N/A 5,495 N/A "19 SP1 6TD:6-1001 / PLT:4-106 6PT22 STD:4-106 / PLT:4-10d 535 56O / 260 80 61=2 STD:6 -106 / PLT:6 -1001 SPT224 STD:6 -106 / PLT:6 -106 605 56O / 260 81 5PH4,6,& 12-10d x 1 1/2 " TP4,6, 4& 12-106 x 11/2" 885 N/A 90 145U66 12-16d P4U66 12-16d 2,240 N/A 89 G566 (2) %" BOLTS 1=A&X8 4-106 2,300 9&5 92 A5U44 12 -1601 PAU44 12 -16d 2,200 N/A 93 AC6 (MAX) 28-1601 P5566 24-16d 1,815 1,010 94 AG4 (MAX) 28-16d P5644 24-16d 1,815 1,010 95 HTS20 20-10d HTW20 20-10d 1,450 N/A 96 HDSA SILL: '/a" BOLT HHDBA SILL: -'/a" 5OLT 7910 N/A 5TUD:(3) I/a"X51/2" 50LT6 5TUD:(3) 14"X51/2" 5OLT6 99 A35 H:4 -801x11/2 "/P:4 -5d0/2 It MPAI k4:6-8dx11/2 "/P:6-8dx11/2 " 440 440 / N/A 98-101 HTT4 Fl/a" BOLT/ 18-1(odX21/2" N/A N/A 3,640 N/A 9"1 -100 -102 HTT5 a/8 " 5OLT/ 2(o -10d N/A N/A 4,215 N/A 103 VGTR/L 32-57-)51/4 "X3`1(2) a/a" 5LT N/A N/A 3,990 N/A 104 HDUS-5D52.5 "1/8" 5LT/20-5DS 1/4 "x2 1/2 " N/A N/A 5,020 N/A 110 HCP2 12-10d x 11/2 " HHCP2 20-10d x 11/2 " 520 260 / N/A 16"1 HHU546 H:14 -1601/J:6-1601 THD46 H:8 -1801/J:12-1001 1,550 N/A 168 U46 H:8-10d/J:4-lod SUH46 H:8 -1601/J:4-1601 "110 N/A 181 HU526 20-1601 THD26 H:20-16d/J:10-1001 1,550 N/A 184 HHU528-2 G:28 -16d / T:8 -16d EHUH28-2 12-16d 2,000 N/A 214 HUC212 - 3TF D =16 - 3/16 "X1 1/2 " TAf=>CCN 5M: (0-1601 HD0212 - 3 HD:18-3/16 "X1 1/2 It TAPCON 5M: 6 -106 1,135 N/A 215 HGUS210-2 HDR:46-1601/JST:10-1601 EHUH210-2 HDR:40-16d/J5T:16-10d 2,120 N/A 216 HU5412 5LOCK: 10- 1/4 "X11/2 " TG JOIST : 10-1601 HUS412 5LOCK: 10-1/4 "X11/2 " TC JOIST : 10-166 3,240 N/A 21"1 HU 5212 -2 5LOCK: 10-1/4 "XI 1/2 " TC JOIST : 10-16d HU5212 -2 5LOCK: 10-1/4 "X11/2" TC JOIST : 10-16d 2,630 N/A 219 MBHA412 H:1-,4TR3/4X8 TOP 4FACE NFM35X12U H-1-1/2" J -BOLT 3,145 N/A JOIST: 18-106 J:5-1/2" BOLTS 220 N/A N/A NFM 3X12 5LK: 1/2 "0 J /JST:14-106 1,620 N/A 226 M5HA4.15/12 HDR : (2) 3/4 x 8" JOIST : 18-10d NFM45U HDR . MIN. 1/2"0 "J" BOLT JOIST : (5) 1/2 "0 5OLT5 2160 N/A 231 M5HA3.56/16 HDR : (2) 3/4"0 x all JOIST : 18 -lob NFM3.5XI6U 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 &" JOIST : 18-1001 NFM5.5X16U HDR :MIN. 1/2 "0xJ-5OLT5 JOIST : (5) 1/2'.0 5OLT5 3 450 N/A 240 H15 :4-1001x11/2 "/P:4-10010/2 N/A N/A 1,300 48O / N/A 241 LGT2 30-1601 -a inker LUGT2 32 -10d 2000 1015/440 301 MGT (1) 3/4 "5LT5./GIR: 22 - IOd N/A N/A 3,965 N/A 302 NGT -2 or 3 LTL:3/4 "SETS./GIR: 8- lod USG63 LTL:3/4 "SETS./GIR: 8-1601 6485 N/A 303 HGT-4 LTL:3/4"5LT6./GIR: 16-10d N/A N/.A 9,250 N/A 401 5UR/L414 I FACE:I&-1601/JST:&-1601 N/A N/A 1,100 N/A T CONNECTORS TO 5E SPECIFIED AND PROVIDED 5l' TRUSS MANUFACTURERS _0 U) Q� 0� WQQ) 0:3 Q 0� �(L Oo �o UL61� 60 �Q � Q) � L � 3 Q� N _cQ) � S 61� Q)z Lu M� Y= Lu Q N (to SO - p CA a•_3 Q �Jr w w ( w o � 0 00 u z �Q) am d �a �Q) LL �0 w - 0 r u � 8 3 z Lu o o� Lu 0Q) � 0 w a LuL p �0 Q)6 0 sI �E o �s Q� �Q) � S W z u w \O0 w C, N N � � O � � 0 op 241(2) os TRUSS TO PLATE TO BEAM PRE -ENG. GIRDER CABINET FACE TO DBL. 2X TOP PLATE TRUSS MATCH CABINET DOOR PER PIAN 22 a EACH TRUSS 15"X18" CABINET DOOR SEE A/D2 FOR PRE -ENG. UJD. FASCIA DETAIL TRUSSES 24" O.C. 2 - PL T' PRE - ENG. '>< L LVL BEAM Ju PRE -ENG. WD. TRU55ES1" METAL FLANGE BEAM TO 's 24" O.G. i OF METAL CHUTE 45 EA, JACK STUD (2) POST TO ' 38 HEADER BLOCKING TO EVEN DBL. 2X JACK STUDS UJ/ POST 22 EA. TRUSS (2) 2X12'6 UJ/ 11/2 PL T WEu ). ; ; 1Y 1 1. o L. 2X FULL LENGTH FLITCH PMETAL LAUNDRI� LATE I 5QUARE I STUDS DBL. 2X TOP PLATE I I — .. CHUTE 102 81 EA. STUD TO PLT. I I COLUMN TO (oX(o PARALLAM TIE BEAM POST 3/4" PLIUJD. SUB-FLR. I I 2X'6 a fro" O.C. I I X\ I I _ _I� _ II --�T ----17 �; T-1----7T-----17---I� TI ----7 MID -WALL BLOCKING ---1-1------I---rl------��----1-1---14- LX\ I— — — — 42"H. IRON RAILING I I II II TEXT. CEMENTITIOUS FINISH I I LJ I I 1" FLANGE ON CHUTE f 81 EA. STUD TO PLT. :DE�T,4 I , WD. TRIM �( L' 1/2"=1'-0" (IIXIl) 1"=1'-0" (22X34) I I LALA[DfR"� C��T [DETAIL 3/4" PL"rWD. SUB-FLR. I I 1/2"= 1'-0" (11X10 1"= 1'-0" (22"X34") /2 THREADED METAL "L" FLASHING PRE -ENG WE). BUSSES 24"�UJD FLOOR ROD UJ/ NUT 4 2 TRUSSES 24 O.C. uJ,a,SHER_ � EXTERIOR FLOOR TILE 32" O.G. MAX. 27 DBL. 2x4 TOP WATERPROOF MEMBRANE I 2X4 BLOCKING TO PLATE D FELT UNERL,4 T MENT , 1Od CUT NAILS ALUM. DRIP EDGE I 112" O.C. FORM ARCH SEE ELEVATION I 1X2 P.T. 3�4" PL�'UJD. SUB -FLOOR I 1X4 P.T. CONG, BLOCK WALL � ---___----FIN. FLOOR- _-- ----_I__-- ' SLOPE '/a" PE 12"777 ' 0 73 Q Lu E W 0 0 d 4 z w 0 w 0 (22)e EA. TRUSS 2X4'5 o 12" DEEP FLOOR TRUSSES I I ° a ° 81) STUD TO PLATE SHEATHING DBL. 2X TOP PLATE 24" O.G. (e BALCON i) ' ' , 4, 12" SLOPE TO EXTER.41 ' GONNECT(ON EA. 81 'a EA. STUD TO PLT. 2X12 RIM BOARD ° TRUSS- SEE BHT, 08 4 EA, FLOOR TRUSS ' ' ' ' I I j.14 ° 4 EA. VERT. 2X4 TEXT. CEMENTITIOUS FINISH 1+ I -I/1� OSB. SHEATH. -BOTH , 2X'6 16" O.C. a 8X8 CONC. LINTEL SIDES -ATTACH W/Sd'6 ° BLOCK REINFORCED ° 4" O.C. PERIMTER AND ; 2X4 P.T. BOTTOM PLATE l.0/CONC. 4 (1) #5 REBAR '° 12" O.G. INTERMEDIATE ° ' SEE ELEVATION CONTINUOUS °i 41 CON(. BLOCK WALL OR COLUMN PRE -ENG. WD. MID -WALL BLOCKING TRUSSES � <NEE K ° a WALL IF ° TA -T7 ADPL ICABLE . 2 FIN. FLOOR �� 1/2 -1 -0 (11X10 1 -1 -0 (22X34) - - - - - - - - - - - - - - - 1 FOLLOW DETAIL W2/D4 /oX�o P,4R,4LLAM FOR TOP OF WALL POST Q T�dR'Sp�RBTTM. PLT. STRUCTURAL SHEATHING ATTACHED PER NAILING 81 EA. STUD TO PLT. PRE -ENG. UJD. GIRDER TRUSS SCHEDULE- SEE DETAIL OR FLOOR TRUSS 1/D5 5U5-FLR. 1,2 "0 ANCHOR BOLT W1 2" q WASHER- e 32" O.G. MAX 4 (2) EA. POST q ' MINIMUM ro" EMBED. 2X P.T. SOLE 4 PRE -ENG_ WOOD PLATE TRUSSES 2411O.C. 4 a a 8X8 GONG. LINTEL — a— a — T� BLOCK REINFORCED �� a 4 W/GONG. 4 (1) #5 RESAR ' ' PRE -ENG. UJD, a� u CONTINUOUS 4 TRUSSES 4 a a 05T CONNECTION FTG. EE FO NDAT ON HANGER 5�' TRUSS D TA I (T) DETAIL TA MANUFACTURERDETAIL-PLAN �1/2"=1'-O" (11X1-1) 1"=1'-0" (22X34) �(1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) 1/2"=P -0`(11X10 111=1'-O" (22X34) ��p 1/2 - 1 0 (IIXi�) 1 _ 1 0 (22"X34") IN u a 4 4 ° Q 4 ° ° - - ° 4'M a ° 0 73 Q Lu E W 0 0 d 4 z w 0 w 0 (22)e EA. TRUSS 2X4'5 o 12" DEEP FLOOR TRUSSES I I ° a ° 81) STUD TO PLATE SHEATHING DBL. 2X TOP PLATE 24" O.G. (e BALCON i) ' ' , 4, 12" SLOPE TO EXTER.41 ' GONNECT(ON EA. 81 'a EA. STUD TO PLT. 2X12 RIM BOARD ° TRUSS- SEE BHT, 08 4 EA, FLOOR TRUSS ' ' ' ' I I j.14 ° 4 EA. VERT. 2X4 TEXT. CEMENTITIOUS FINISH 1+ I -I/1� OSB. SHEATH. -BOTH , 2X'6 16" O.C. a 8X8 CONC. LINTEL SIDES -ATTACH W/Sd'6 ° BLOCK REINFORCED ° 4" O.C. PERIMTER AND ; 2X4 P.T. BOTTOM PLATE l.0/CONC. 4 (1) #5 REBAR '° 12" O.G. INTERMEDIATE ° ' SEE ELEVATION CONTINUOUS °i 41 CON(. BLOCK WALL OR COLUMN PRE -ENG. WD. MID -WALL BLOCKING TRUSSES � <NEE K ° a WALL IF ° TA -T7 ADPL ICABLE . 2 FIN. FLOOR �� 1/2 -1 -0 (11X10 1 -1 -0 (22X34) - - - - - - - - - - - - - - - 1 FOLLOW DETAIL W2/D4 /oX�o P,4R,4LLAM FOR TOP OF WALL POST Q T�dR'Sp�RBTTM. PLT. STRUCTURAL SHEATHING ATTACHED PER NAILING 81 EA. STUD TO PLT. PRE -ENG. UJD. GIRDER TRUSS SCHEDULE- SEE DETAIL OR FLOOR TRUSS 1/D5 5U5-FLR. 1,2 "0 ANCHOR BOLT W1 2" q WASHER- e 32" O.G. MAX 4 (2) EA. POST q ' MINIMUM ro" EMBED. 2X P.T. SOLE 4 PRE -ENG_ WOOD PLATE TRUSSES 2411O.C. 4 a a 8X8 GONG. LINTEL — a— a — T� BLOCK REINFORCED �� a 4 W/GONG. 4 (1) #5 RESAR ' ' PRE -ENG. UJD, a� u CONTINUOUS 4 TRUSSES 4 a a 05T CONNECTION FTG. EE FO NDAT ON HANGER 5�' TRUSS D TA I (T) DETAIL TA MANUFACTURERDETAIL-PLAN �1/2"=1'-O" (11X1-1) 1"=1'-0" (22X34) �(1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) 1/2"=P -0`(11X10 111=1'-O" (22X34) ��p 1/2 - 1 0 (IIXi�) 1 _ 1 0 (22"X34") IN u STRUCTURAL NOTES FIELD REPAIR NOTES '12 "X6" (41/2" EMB.) HILTI KWIK 2Xro P.T. WOOD BUCK 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) 6TH EDITION, FBCR 2017 (WIND LOAD a 140 MPH.) SUBSTITUTED W/ (1) USP MTW16 OR HC10 OR SIMPSON MT5M16 W/ � V,4',47 (WITHIN (" OF SUPPORT 911 (4) 1/4" X 21/4" TAPGONS TO BOND BEAM AND (1) lOd NAILS TO BRACKET FOR GARAGE DOOR) GARAGE DOOR 0 , FROM THE BOTTOM 4 MIN. EDGE -I " 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN 56O LBS (USE (2) MT5M1(o FOR DISTANCE. tu FBCR SECTION 8301 UPL (FTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY BE\\TEI SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS W3. ALL FLOOR SLABS TO BE OF 2,500 PSI CONC. PLANT MIX MIN. 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR SUBTITUTION�AFT THICK WITH 6x6 H 6 10/10 WIRE MESMIL. POLI. VAPOR- 8" MASONRY WALL ::3� �� BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, MISSED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALLS MAY 5E] --if_ DETAIL TO SATISFY 140 MPH WIND LOAD SUBSTITUTED W/ 1/2" DIA. x -" LONG WEDGE ANCHORS (REDHEADS). - MASONRY FRAME SHALL BE MIN 5X16 ASTM C -9D " i i i i i i 4 4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530-02/ -GROUT FILLED CELL W/�i2 " ASTM 2 #5 REBAR (GRADE roO) � � � � � � � � �� ASCE 5-02/TM5 402-02 OR 51A BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWELS MAY BE SUBSTITUTED W/ A STRAIGHT #5 GEA. SIDE OF GARAGE W/ DOOR OPENING ' �Lu If REBAR SET INA 3/4 DIA. x � DEEP HOLE FILLED W/ UNITEX MAX DISTANCE TO CORNER OF C.B.S. WALL REfNF. 48" 5. MORTAR TO BE TYPE "M" OR "5", GROUT - 2,500 PSI s 25 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. - REINF. TO BE CONT. FROM FTG, TO TIE BEAM W/ ALL i i i i „ 11 2X4 VRT i i o 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 9 FEET IN HEIGHT AND ALL VERTICALS, UP TO NO REPAIR NECESSARY -GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" P2x5 RIDGE 'T/8" TO 11/4" - App FILLED CELL (NO VERTICAL STEEL) MIDPOINT I.) THE GARAGE DOOR ASSEMBLY SHALL BE DESIGNED FOR ROOF DECKING0 -1. RE5AR TO BE # 5'S GRAPE 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 ox, CORNERS AND USE STANDARD HOOKS 'a CHANGE IN DIRECTION AREAS AFFECTEDQ) ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL WITH MIN. LAP 12" 11/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE TO RDC. BMTR 2X6 RAFTERS 5. GYP. BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING & NAILED 5. PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: 24" O.C. 'a -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 56 NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3" AND TRUSS/ AND NEGATIVE WIND PRESSURES OF 25 PSF. 2X4 VERT. e 45" 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 TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R6O9 OF THE 201-1 NAIL TO RAFTER e TOP THRU PLATES TO SLAB AND FOUNDATION PER ENGLOBED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION 4 PLATE AT BTTM. W/ 10, EPDXY ANCHOR ALTERNATIVE: G.) DOOR SIZE, TYPE AND GLAZING (2) 126 NAILS THREADED D.) TRACK SIZE AND FASTENER DETAILS. PRE ENG. WD. ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS, E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW � Q THE FOLLOWING CRITERIA MUST BE MET: F.) DETAILS. REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE ST18 OR LSTA24 ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE N '/2 " 3/4 " -1" TO TRUSSES BELOW Q) 5/8" ��8" -1" AF;�AG;5L�C< DETAIL 3/4u 1" 5n 1X6 CAP I"= 1'-0" ll V V `1 SEE FLOOR PLAN 1/2" GYP, BD. FIN, 2X4 OR 2X6 STUD BL. 2X4 PLATE SIDE B SI ALONG �, � AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED CAP PER SPEC'S _ 2 COVE MOLD1/2" OFFSET ING - WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A36 CURB -1/16" OSB. SHEATHING N CHORD OF TRUSSES- ATTACH UJ/ (2) 12d z STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 0 24" O.C. -s APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT(3)2X4'5 NAILS EA. INTERSECTION OR 6" O.G. EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. '/2" DRYWALL 2X4 OR 2X(o STUD WALL,— VALL Y NOTE: Q) IF 3 4 D ITAL 5 DETAIL END OFBEAM IS RAFTERSON ONE SIDE AND ADD 2 8M H. SOIL BEARING CAPACITY 2000 PSF MINIMUM DETAIL I L -1/1 " � � 6 OSB. SHEATHING D l 3/4 = 1 1 - O tt NEXT TO FIRST ONE W/12d'S 6" O.C. WOOD STRUCTURAL NOTES 1/2" GYP. BD. ROOF EDGE _ _ _ _ CONCRETE BLOCK I. ALL WOOD TO BE SPECT ES GROUP, AND GRADE AS NOTED BELOW. -1A I ON I I s I I I HEADER OR STEEL LL DAMAGED WOOD NOT TO BE USED. - I I �l I �l lJ � LINTEL � SEE DETAIL , PC EXP. STRIP 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR 2/p3 FOR SEE FLOOR ' i C ANCHOR S BETTER UNLESS OTHERWISE NOTED. CPRE ENG. TRUSSES EXCLUDED) PLAN FOR BM. � ' P R uj FOR RIDGE41 „ STRIP 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT Rf DGE BLOCKING DETAIL 56 4" O.C. i GLS. BLK. PER PLAN Q LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED e 6" O.K.. wn Q '�2" EXPAN. � EDGE i PC PANEL �� U- ANCHOR 4" ' RE INFOR. IRA[ 4. PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 106 �T/ 0 FROM EA. „ IN8d � 12" O.G.TERNED. SEALANT S 6" O.C.. UNLESS OTHERWISE NOTED, EDGE AND i , 0 24" O.C. ' �a PC ANCHOR - - - - - 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - , STRIP PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. GONG. BLK. �F 1/4" EXP. BOLT FILLED CELL (2) PER ANCHOR S 6. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. -1. DBL. STUDS 'a EA. END OF SHEAR WALL. 5, WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE 5TRAP MUST BE CENTERED. ROOF NAL NG (PATTERN ZONE: 3'TT ad NAILS e 6" O.G. EDGES AND 12" O.G. FIELD ZONE: 16" OC ad NAILS e 6" O.C. EDGES AND 12" O.C. FIELD ZONE: ad NAILS 'a 4" O.C. EDGES AND 6" O.C. FIELD 9. NAIL PATTERN -DOUBLE PLATE 12" O.G.. OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) 3'TT EDGE " 9' 16" OC EXTERIOR FINISH 15' Q NUMBER OF HEADER STUDS SEE FLOOR ' F NOTE: ; �U FANEL 11 MORTAR -DOUBLE STUDS a 12" O.C.. EA. STUD PLAN FOR 1 1 2 2 -DOUBLE OR TRIPLE HEADER 6 O.C.. e EDGE 2 WHEN FRAMING PER DETAIL p5 Q TYP. ;; - � 12" O.C.. INTERMEDIATE. UPLIFT CONNECTOR EACH END OF HEADER i 1/2"0 EXP. ANCHORS '/2 " PLYWD. � ASPHALT 0 2 -HEADER TO STUD e 4" O.C.. EA. HEADER MEMBER. (SEE ROOF PLAN) ROOF FRAMING (-1 EMBED.) e 24" O.C. ;� �� ILLI �' LL, IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSEPANEL . OR -1/16" OSB EMULSfON u DOUBLE TOP PLATE -1 ` f REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1518" O.G. (FOR USE WITH "rHINLINE" SERIES GLS. PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. EA. SIDE CONC. BLOCK USE ONLY WHEN BLK.) OR 2" O.C. (FOR USE W/ „ (PER TABLE) D1 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS WALL � 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. -1/16" OSB, 56 a 4' O.C. " �' REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. 2X4 STUDS TO ROOF TRUSSES SPACED 'a 24" O.C. (MAX) WITHOUT � 9. NAIL PATTERN -DOUBLE PLATE 12" O.G.. OUTSIDE SPLICE ZONE MAXIMUM HEADER SPAN (ft.) 3'TT EDGE " 9' 16" OC EXTERIOR FINISH 15' Q NUMBER OF HEADER STUDS ( SEE NOTE 4) 5PH4,6 OR 8 NOTE: ; �U FANEL ANC�4OR CONSTRUCTION -DOUBLE STUDS a 12" O.C.. EA. STUD NO STRAPPING NEEDED 1 1 2 2 -DOUBLE OR TRIPLE HEADER 6 O.C.. e EDGE 2 WHEN FRAMING PER DETAIL p5 OL PC PANEL REINFORCING (TOP): - � 12" O.C.. INTERMEDIATE. UPLIFT CONNECTOR EACH END OF HEADER i 1/2"0 EXP. ANCHORS , , ,, USED IN PANELS OVER 25"S.F, IN AREA 15 EMBEDDED HORIZONTALLY 2 -HEADER TO STUD e 4" O.C.. EA. HEADER MEMBER. (SEE ROOF PLAN) ROOF FRAMING (-1 EMBED.) e 24" O.C. ;� �� ILLI �' LL, IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSEPANEL . > L -STUD TO TOP OR BOTTOM PLATE : (2) 16d THRU 4 DOUBLE TOP PLATE -1 ` f REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1518" O.G. (FOR USE WITH "rHINLINE" SERIES GLS. PLT. OR (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL STUDS USE ONLY WHEN BLK.) OR 2" O.C. (FOR USE W/ L_ (PER TABLE) D1 1/2"= 1'-0" NOTED AS SHEAR WALL ON PLANS PREMIERE 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. TO ROOF TRUSSES SPACED 'a 24" O.C. (MAX) WITHOUT CCRIPPLED STUDS PC PANEL ANCHORS (MIDDLE): Q)NAILED BLOCKING. Z BLOCKING 2XHEADER MIN. WALL AND HEADER REQUIREMENTS INTO �' SES SEDu°pl>'>�� oKC°N' s Q) -ROOF SHEATHING FOR TILE ROOF TO BE MIN, 19/32 OSB, SIZE PER CHANNELSBARE NOTPANELS 1/2" CDX PLYWOOD OR 1/2" ADV,ANTECH. NAILED TO ROOF TO ROOF T ROOF PLAN TRUSS SPACED 'a 24" O.G. (MAX) WITHOUT BLOCKING. Mlp WALL BLOCKS CONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLYWOOD NAILED a 6" O.G. W/ o 5T15 s EA. SIDE #5 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. HEADER STUDS 14. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY , - - - -17 - - - - Ti- - - - (PER TABLE) if „ , P.T. SILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SPH4,6 OR 5 PRESSURE TREATED. TYP, FRAM ANG FOR OPNC55. 6 EA, STUD FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, Q - PC; EXPANSION STRIPS ARE AVAILABLE 3i8" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 37/a" PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/8" "THINLINE" SERIES BLOCK. 6 ASS 5L OCK [DETAIL r, C 16, 2000 PSF MINIMUM SOIL BEARING CAPACITY DI MAXIMUM HEADER SPAN (ft.) 3'TT 9' 1 12' 1 15' 15' Q NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER �_ �U 1 1 2 2 2 2 0-`n OL cn NUMBER OF FULL -LENGTH STUDS EACH END OF HEADER 10' OR LESS 2 2 3 3 3 3 GREATER THAN IO'j 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, Q - PC; EXPANSION STRIPS ARE AVAILABLE 3i8" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 37/a" PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/8" "THINLINE" SERIES BLOCK. 6 ASS 5L OCK [DETAIL r, C 16, 2000 PSF MINIMUM SOIL BEARING CAPACITY DI NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH) OR M -DC PA 101-95. THE FRC REQUIRES BASE AND CAP FLASHING, SHINGLES OVER BUILDING PAPER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 ,a EA. TRUSS W/ UPLIFT OF 1810# OR LESS 4 X2 e EA. TRUSS W/ UPLIFT BETWEEN 1811# 4 3620# SEE ROOF PLAN COTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE DOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH ) OR M -DC PA 101-95. THE FRC REQUIRES BASE AND CAP FLASHING. 3HINCxLE5 OVER BUILDING =APER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 'a EA. TRUSS W/ UPLIFT OF 18100 OR LESS 4 X2 EA TRUSS W/ UPL IFT BETWEE 1811# 4 3620# N SEE ROOF PLAN D.- Q) ALUMINUM��' f ( DRIPIEDGEI DRIP EDGE a • • 2X(o SUB FASCIA VENTED ALUM. SOFFIT—� 8"X8'1 CONC. KNOCK--/ OUT BLOCK REINFORCED W/ CONG. 4 (1) #54) REBAR CONTINUOUS 8"X811 CONG. BLOCK - BLOCK REINFORCED JU/ CONC. PRE CAST LINTEL ALUM. WINDOW (REFER TO =LOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST GONG. SILL- 3"XS"X16 " CONC. BLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) 4LTERNATE BRICK ,/ENEER - EXP. JOINT 3.E.MTL. WALL TIES TIES 9" RECESS SLAB 811 1(o" O.C. VERT, 4 16 " O.C. -IORIZ. -"-J HORIZ. FOR SGD DOOR F.F. S* ROD e EA. DOWNPOUR ' — '1IN. 30" LAP (2)#5 REBARS #5* ROD 'a EA. DOWNPOUR =ROVIDE INSPECTION - - - =ORTS s EA. VERT. r - - - i PROVIDE INSPECTION I I X VERT. L r -/ J , wLi� POUR w N uS Z 1I _ ly L - _ - r— —J 1 N L GRACE GRADE BLOCK WALL INSULATION- Lui I • = 1 I ALFOIL R-4.1 = R12.1 TOTAL N — i =XTEND FTG. 4" FOR --� ffJ • p ::-4 • N D MARBLE STOOL I 4 i 4 II d4 S (3 3 #5 D1� '/2" GYP. BD. ON 1 11_411 (2)#5 KEBABS 9 1'-411 411 0 11 1'-.411 411 (25 KEBABS 22 11_811 411 REBARS D2 D2 WOOD BASE D2 D2 %" RECE S IS (B RECESS RECESS FOR 4 2" RECESS SLAB FOR OUT-SWG. = GAR. DR. L D D FOR DOOR 0 D DRS. ONLY,, Ill � (])*5 REBAR L 0 (s �0 for 0 1 6" 2 11 1 _4 (2)#5 REBARS I 10 CONT. I6"X8" FTG. li 4 i i RE5AR5 D2 11W/ D2 2 #54) REBAR. _I } #3 TIE 11 BARS I I (2)#5 X REBARS EXP, JOINT (2)#5 KEBABS D2 12" O.C.-11-411 411 w- -� �— N Z X VARfES (1)# 5 REBAR } — — It (L • 1 1 _ 4 11 0 > cv 3 D2 11 _ 411 (2)#5 REBARS 11 D2 — N • • 24 811 11 411 18 (2)#5 REBARS D2 1 1 -411 4 D2 ol RECESS FOR 811 Nt SL.GL.DR. (3) # 5 KEBABS F.F. - - - VARIES Qll XrL I I N 1 1 _ 811 l Oo I REBARS D2 �z Lu , I (2>#5 Q �I q ; I ; REBARS w (2)#5 X GARAGE WALL(1)#5 REBARS VARIES #3 TIE m 4° (1)4* 5 REBAR 18 BARS 1 1 _ 411 411 12" O.G. CONC. FILLED CAVITIES EACH SIDE OF DRAIN PIPE 4 CAVITY 1 8" 411 13 4" 8" WHERE DRAIN PIPE PASSES TNRU CONC, BLOCK STEM CONC. TO SPECS. p2 p2 WALL `° _ a � (23#5 REBARS 2 11n JGRADEe— "t 4" PVC. PLUMB. DRAIN PIPE ua TNRU STEM WALL BLOCK w } • •p } 4" 1' -011 _w 11-011 411 (� 611 MAX T PVC 8 14 ff Lq (2)#5 REBAR CONC. FTG. REINF. W/ (2) #5 REBARS CONT. SLEEVE D2 D2 —3/4 RECE55 15 9112 ° RECESS SLAB FOR OUT-SWG. 11/211 DRS. ONLY FOR GAR. DOOR P1 PIPE TNRU FOOTING .................m x Z � �AI� 3/S"= -011 D2 D 1' Y- Y_ = N (2) #5P REBAR BENT TO ARCH N `Q - AROUND SLEEVE, 30" LAP MIN. • c► `" BOTH SIDES 16 (2 )#5 REBARS 15 (2)#F7, REBARS CONC. TO SPECS, D2 11-411 4" 11-411 411 D2 611 MAX 0 PVC ° SLEEVE _ °� ° Z q X q �t GRADE a 4 PVC. PLUMB. DRAIN PIPE �,- - - -, w Y TNRU STEM WALL BLOCK I N o � UL m i # LONG. FTG. RE INF. W/ (2) (2) 5 REBARS I II it O Qj(2)#5 0 REBARS CONT. I for ® REBARS LU MONOL I T�4 I C 11-411 411 #3 TIE 16 BARS D2 (2)#5 REBARS PIPE TNRU FOOTING 12" 0.C. DETAIL 3/81'= i1-011 NOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH) OR M -DC PA 101-95. THE FRC REQUIRES BASE AND CAP FLASHING, SHINGLES OVER BUILDING PAPER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 ,a EA. TRUSS W/ UPLIFT OF 1810# OR LESS 4 X2 e EA. TRUSS W/ UPLIFT BETWEEN 1811# 4 3620# SEE ROOF PLAN COTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE DOTED, SHALL CONFORM TO ASTM D 3161 ( MODIFIED TO 140 MPH ) OR M -DC PA 101-95. THE FRC REQUIRES BASE AND CAP FLASHING. 3HINCxLE5 OVER BUILDING =APER OVER 1/16" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 4 'a EA. TRUSS W/ UPLIFT OF 18100 OR LESS 4 X2 EA TRUSS W/ UPL IFT BETWEE 1811# 4 3620# N SEE ROOF PLAN D.- Q) ALUMINUM��' f ( DRIPIEDGEI DRIP EDGE a • • 2X(o SUB FASCIA VENTED ALUM. SOFFIT—� 8"X8'1 CONC. KNOCK--/ OUT BLOCK REINFORCED W/ CONG. 4 (1) #54) REBAR CONTINUOUS 8"X811 CONG. BLOCK - BLOCK REINFORCED JU/ CONC. PRE CAST LINTEL ALUM. WINDOW (REFER TO =LOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST GONG. SILL- 3"XS"X16 " CONC. BLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) 4LTERNATE BRICK ,/ENEER - _ _ 3.E.MTL. WALL TIES TIES roll O.C. VERT, 4 16" O.G. 1(o" O.C. VERT, 4 16 " O.C. -IORIZ. -"-J HORIZ. -"-J S* ROD e EA. DOWNPOUR ' '1IN. 30" LAP I #5* ROD 'a EA. DOWNPOUR =ROVIDE INSPECTION 9— 3 MIN. 30" LAP =ORTS s EA. VERT. r - - - i PROVIDE INSPECTION I I PORTS S EA. VERT. L r -/ J , wLi� POUR w N uS Z 1I s� L - _ - r— —J 1 � L GRACE GRADE BLOCK WALL INSULATION- Lui I CORE FOAM R-8 + 1 I ALFOIL R-4.1 = R12.1 TOTAL Q) Q) L --- Z-1 -- - i =XTEND FTG. 4" FOR --� 51RICK VENEER p ::-4 a I D MARBLE STOOL I 4 i 4 II d4 a • INSULATION (SEE PLAN FOR TYPE) -112" SAG RESISTANT OR F2/8" GYP, BOARD PLACED PERP. TO CLG. FRAMING - 1/2" GYP. BD. ON I "X211 P.T. FURRING W/ ,ALFOIL INSUL. BETWEEN - I11X6" P.T. HEAD LEDGER 8" BEYOND OPENING EACH SIDE SEE FLR. PLAN FOR GARAGE CLG, SPECS. Q 0 IL w BLOCK WALL INSULATION CORE FOAM R -S + ALFOIL R-4.1 = 1;R12.1 TOTA MARBLE STOOL CID 4 w w 1/2" GYP. BD. ON 111X211 P.T. FURRING W/ ALFOIL INSUL. BETWEEN i WOOD BASE FIN15H FLOOR Q Q Q G I-6 MIL POLYERTHYLENE VAPOR BARRIER 6" LAPPED AND TAPED JOINTS. #5 DOWELS SEE FOUND. FOR LOCATION l R-- U cn CONC. FTG. REINFORCED W/ (2)#5 REBARS CONT, fi"�FICAL WALL SECTION LU/ STEI"f UJ,4LL FOOTING; 3/4"= 1'-0" 2X6 SUB FASCIA VENTED ALUM. SOFFIT—' 8"X8" GONC, KNOCK ---J OUT BLOCK REINFORCED W/ CONG. 4 (1) 05,P REBAR CONTINUOUS 811X8" CONC. BLOCK - BLOCK REINFORCED W/ CONC, PRE CAST L INTE ALUM. WINDOW (REFER TO FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) PRE CAST CONC. SILL— S11X8"X16" CONG. BLOCK (REFER TO EXTERIOR ELEV. FOR WALL FIN.) ALTERNATE BRICK VENEER S.E.MTL. WALL TIES z 1(o" O.C. VERT, 4 16 " O.C. L HORIZ. -"-J 13 #5* ROD 'a EA. DOWNPOUR ' 9— 3 MIN. 30" LAP I PROVIDE INSPECTION I I PORTS S EA. VERT. L r -/ J , wLi� POUR w N uS 1 - - 1 s� 1 v GRADE BLOCK WALL INSULATION- Lui CORE FOAM R-8 + ALFOIL R-4.1 = R12.1 TOTAL Q) Q) z p ::-4 z I D MARBLE STOOL -1 1:21 O �Q) i v d4 S EXTEND FTG. 4" FOR 411 BRICK VENEER a 0� Q) Lz� L o� INSULATION (SEE PLAN FOR TYPE) Q 1/2" SAG RESISTANT OR 5/a,, GYP. BOARD �0 PLACED PERP. TO CLG o FRAMING I IQ) p FoN 1/2" GYP. BD. ON 111X2" ' P.T. FURRING W/ ALFOIL Q INSUL. BETWEEN 111X6" P.T. HEAD LEDGER 8" BEYOND 3 OPENING EACH SIDE �Q S x SEE FLK. PLAN FOR � Q) GARAGE CLG. SPECS. p ' I o v v v U Q D IlL` D v v • v N \ D ul o CONC. FTG. REINFORCED (2)#5 REBARS GONT.- SEE I FOUNDATION PLAN �m 6 MIL POLYERTHYLENE `o VAPOR BARRIER 6" u LAPPED AND TAPED 0-0 JOINTS. e cv 7"�P I CAL UJAL L SECTION UJ/ MON:OL I T� I C FOOT IN 3/411= 11_�II o u 0 z ct) L 13 9— 3 O � N s� wLi� w N uS L s� o BLOCK WALL INSULATION- CORE FOAM R-8 + ALFOIL R-4.1 = R12.1 TOTAL Q) Q) MARBLE STOOL �Q) d4 S D1� '/2" GYP. BD. ON 1 'X2" Qs P.T. FURRING W/ ALFOIL 0 INSUL. BETWEEN �0 WOOD BASE o 1 FINISH FLOOR Q) S L D D � 0 D Ill � D ly L 0 (s v v v U Q D IlL` D v v • v N \ D ul o CONC. FTG. REINFORCED (2)#5 REBARS GONT.- SEE I FOUNDATION PLAN �m 6 MIL POLYERTHYLENE `o VAPOR BARRIER 6" u LAPPED AND TAPED 0-0 JOINTS. e cv 7"�P I CAL UJAL L SECTION UJ/ MON:OL I T� I C FOOT IN 3/411= 11_�II o u TYPICAL WOOD —ROOF DECKING 106 NAILS s 4" O.C. 2X4 LOOKOUT e 24" O.C. ROOF DECKING TYPICAL OVERHANG 2X4 BRACING ia 24" O.G. FRAMED UJALL ROOF DECKING (12" MAX.) 106 NAILS a 4" O.C. o° EXT. SHEATHING TO STOP ABOVE CMU(2) 106 EA. PER PLAN PRE ENG. WF_). SCISSOR TYPICAL OVERHANG X16" MAX. END TRUSSES e 24" O.C. -1/1(o" OSB. SHEATHING J(2) 106 'a EA. END PRE ENG. WD. SCISSOR 12 " MAX. EXTERIOR FIN. TO SPECS. TRUSSES 'a 24" O.G. ATTACH CROSS 5R GIN PAPERI BACKED LATH CENTER POINT E WEEP T, (4) 106 TOE NAILED e PRE ENG. GABLE END TRUSS 2X4 X -BRACING W/ 4-126NAIL5 3O.G. SCREED TO BE 1 BELOW T.O.M. EA. TRUSS TO 2X8 FASTENER PER TRUSSe 8' O.C. TO E ENG, WF -),SC O (4) 106 TOE NAILED s ENG. (2) 10d e EA. BOTTOM CHORD 3RD, TRUSS IN TR SES a 2 a EA. 2X8 VERT. TO TOP PLATE ROOF DECKING 2X4 DIAPHRAGM FRAMING) EXTERIOR FIN. �/ O SH THING VAPOR BARRIER TO PASS 2X8 TOP PLATE 48 O.C. IN FIRST FOUR (4 TO SPECS. - FRAMING SPACES ONLY WHEN P EN GA E END TRUSS o / ra IN FRONT OF WEEP SCREED � SET BACK -1/16" OSB. SHEATHING EA. TRUSS JACKS SPAN 4'-0" OR GREATER 0 GABLE �8 UJ/ (2) d EA. OT CHORD 4 MOISTURE BARRIER AND 2X8 VERT. 24" O.C. 4 TEXT. CEMENT BOND BREAK PER —(4) 106 TOE NAILED FINISH. FLUSH 2X4 DIAPHRAGM FR IN &TH EDITION 201-1- R-103.1 2X8 P.T. SOLE PLATE ko� GYP. BD. (SEE STRUC. NOTES GABLE W/ 2 48" O.C. IN FIRST FO (4) uJEEP SCREED -PER '/2"0 ANCHOR BOLT W/ 2"FOR NAILING PATTERN) SIDING FINISHFRAMING SPACES- NAILE WASHER s 32' O.C. TO TOP OF BOT M GHORD&TH EDITION 201-1 - REFER TO L_ R -103.x.2.1 ; #5 REBAR IN POURED DETAIL A/D3 mKNOCK OUT PRE ENG. ENDCONC. FILLED LINTEL BLOCK FOR FLASHING d) JACKS 24" O..UJ/ 1 #5 REBAR-. REQ. TYPICAL CMU WALL G-� �0 - E5EA F IN G CONC. BLOCK WALL ,, Q, G-3 �A END 106 NAILS °�J FOR 51 --).TNG PATTERN) NOTES D3 D3 e 4 O.G. ATTACH CROSS BRACING � CONCRETE ROOF DECKING • ° UJ/ 4-126NA►LS 3" O.C. BLOCK WALL 2X8 P.T. SOLE PLATE m A ( PRE ENG. p. SCISSOR PRE-ENG. UJOOD TRUSSES -1 EN 1/2 ANCHOR BOLT UJ/ 2" 0R SSES 24" O.C. 24 O.C. GLE WASHER e 32" O.C. 3 (2) 10d NAILS D3 `GON1 1 G. FILL LINTEL BLOCK TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +— 1/4'2 REB R — 9 1" EDGES 1 1/2" EDGES 2 1/2" EDGE 45 24" O.C. 2X4 LOOKOUT e 24" O.0ROOF DECKING. Qj TYPICAL OVERHANG 2X4 BRACING e 24" O.C. d) (12" MAX.) 10d NAILS e 4" O.C. 10dX3"Cy (2} — SHIM UNDER TRUSS COMMON x x 8"XS"X1(o" CONC. LINTEL tt2X4 BLOCKING 24" O.G. 1 1/211 _ lu Lut DBL. 2X8 TOP PLATE BLOCK CONT. POUR STAGGERED) PRE ENG. WD. S SSO 1/ -1/l�" OSB. SHEATHING l.U/ 1 #50 REBAR DONT. SES 24" CONC. BLOCK WALL 4 e EA. 2X4 ) 10 E l `v coMMo�i' 2X8 VERT. 's 24 O.G. 12 MAX. Ir D I AM I NG 10dX3" Z x x BELOW EA. TRUSS G-4ETAIL 2X4 X -BRACING e 48" ST F (4) 0r COMMON — ? OPP. SIDE U U 81 EA, 2X8 VERT. D3 AMINO SPACE - ILED Q) Z q .q 8' O.C. TO TO TOP OF BOTTOM C RD U (L (L 31RD. TRUSS IN 2X8 P.T. SOLE PLATE IIF COMMONIQ0 '/2"4) ANCHOR BOLT UJ/ 2" ROOF DECKING (2) 10d 'a ENE) x OPP. SIDE ° WASHER � 32" O.C. OF BLOCKING � PRE ENG. l.Up. SCISSOR —(2) 10d � NAILS � 12" O.G. � �it x # 5 REBAR IN POURED TRUSSES 24" O.C. (2)2X4's (2)2x6's (2)2x$'s OC OUT ATTACH CROSS BRACING " 2X BUIL=T-UP F,) W14-12dNAIL5 3" O.C. B �OLsUMNIL G-� 5 E A F;� I I G; (2) lOd NAILS EA. •N I/ II - - I D3 END OF BLOCKING pETAIRTO L A p3 1/16 OSB. SHEATNINGs6. 1 z -1 O THRU BOTTOM CHORD 2X4 VERT. 24" O.C. BOTTOM CHORD OF TRUSS (4) 106 NAILS e EA. FOR FLASHING 2X8 PLATE G_2 BLOCKING TO PLATE RECD. 2Xro P.T. SOLE PLATE 2X8 CRIPPLES - D3L 10d NAILS .14 I/2 "0 ANGHOR BOLT UJ/ 2" s (2) 2Xro HDR. -UP TO (o'(0 2X4 BLOCKING 'a 24" O.G. 4" O.C. WASHER 'a 32" O.G. p ---GONG. FILLED LINTEL 5L<� w (2) 2X8 HDR. -FROM rol TO 10' 2X8 P.T. SOLE PLATE UJ/ 1 #5 REBAR w�/1� OSB. SHEATHING GONG. BLOCK WALL 2X8 VERT. -� 45 EA. SIDE -2 � 24" O.C. S 0 2X8'5 24" O.C. (4) 10d TOE NAILED D3 FLAT BOTTOM GABLE END Q ~ 2X8 SOLEPLT. �'_ - - - - _ =� ° 2X8 P.T. SOLE PLATE 0 2X4 LOOKOUT e 24 O.C. ROOF PECKING J TYPICAL OVERHANG 2X4 BRACING 'a 24" O.C. 3 2X8 FULL-�I ( 12 MAX-) 10d NAILS a)4" O.G. LENGTH STUDS—1LL-_---_-____ JJl—GAFLE END 0 1-7 2X8 HEADER _ - _ _ - _ _ - D3 STUDS ° ,--------,----------- ; ° J PRE ENG. WD, S 550 0 DOUBLE DOOR SINGLE DOOR WINDOW 1/2 "� ANCHOR ; ; • BOTTOM CHORD OF TRUSS SSES 24" 2) 10• E BOLTS UJ/ 2" D ' G-2 I� DIAP AMINO FOR MULTIPLE UJINDOUJS AND UJASHER � 32" O.C. ; ' � 2X8 PLATE 12 MAX. �. 2X8 CRIPPLES D3 48" ST F 1 (4) DOORS USE 2 TAPCONS PER 2X4 X -BRACING WINDOW AT THE HEAD AND 4 (2) 2X(o HDR. -UP TO ro'6 8' O.C. TO MING SPAC AILED p TAPGONS AT THE JAMB. BLOCKING $ SHEATHING (2) 2X8 HDR. -FROM (ol TO 10' 3RD. TRUSS IN TO TOP OF BOTTOM RE) �' BUCK ATTACHMENT DATA GLASS OPENING SET HDR. BEHIND TRUSS BUCKS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT BGA5LE END CHORD IF NECGESSARY - - - DOORS IN PINE OR SPRUGE. AT WINDOUJS ATTACH BUCKS TO 5T18 � EA. SID (2) 10d END-/ ATTACH CROSS BRACING BLOGK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO D3 i i OF BLOCKING N 2X8'6 � 24" O.C. 1 �_�-�_� � UJ/ 4-126NAILS 3 O.C. E TAPCONS SHOWN- AT DOORS OR FIN WINDOWS IN BLOCK ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING ' 2X4 BLOCKING- PARALLEL 2X8 SOLE PLT, i , �, i UJ/ EACH 2X8 VERT. A: ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8" O.C_ UJ/ 2-12d NAILS EA. SIDE ' ' •• STAGGERED IN THE FIELD. 2X8 FULL- °r .� '---____-- -- : L _ _ J 2X8 BLOCKING- BETUJEEN LENGTH STUDS •A• �° REFER TO s e =' . ' , EACH 2X8 VERT. USE MIN, 21/4" T -NAILS w/ lx BUCK. USE MIN. 1x4" x 3" TAPCONS -- ------------ w/ - -_-- _ •' DETAIL A/D3 1001 NAILS 12" O.C. w/ 2x BUCK. START ALL END TAPCONS WITHIN 0" OF PRE -ENGINEER ROOF 2X8 HEADER ' r -- �;ii FOR FLASHING 7/16" OSB. SHEATHING �[ STUDS . , REQ. L CORNERS AND 30" ON CENTER MAXIMUM. TRUSS TOP CHORD —2X8 VERT. e 24" O.C. 1/2 "0 ANCHOR ; p- ' ° �, . NOTE BOLTS UJ/ 2" :•r.°°� —(4) 10d TOE NAILED IN GASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: WASHER 32" O.C. e 106 NAILS 2X8 P.T. SOLE PLATE � ATTACH ADDITIONAL 2X FRAMING TOAD H2NIUALL USING CB [) TA IL s 4" O.G. 1/4 x 4 TAPCONS AT 3 FROM END D O G GLASS OPENING CONC. FILLED LINTEL BLK. THE CENTER. ATTACH TOPS RA>oIN N TO NEAR o.0 �N CTHE 11 X 13/4 II 2 FR I DGE � TA I L= D3 N.T.S. BLOCKING 4 SHE HIND G-2 A LENE) uJ/ I #5 REBAR TAPCONS UJ/ (1) roFROM END E D D D3 CONC, BLOCK WALL u N.T.S. SCISSOR GABLE END CENTER. D3 WE b- ua d REBARS 3/4" RECESS 16 FOR OUT - &WG. D RS, ON Y ua (3)#5 REBARS -RECESS FOR SL.GL.DR. _w O 32 D4 EXP. JOINT 33 D4 31 D4 QRS 5x5x1" L -FLASHING l.U/ 2" OVERLAP AT EA. PIECE w (3,)*5 REBARS � --i Q LD4 N X UL Y_ 0 O z RE5'4R5 0 3/4" RECESS 16 71/ „ FOR OUT - SLUG. Q q DRS. ONLY } -- r z X v y: 38 N � i N (3)#5 REBARS w V LEXT, WALL 5y 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STEP _L45•-IINCS pETGIL N.T.S. I I I cv �- I I - � I I r, I ' 13)#5 Q REBW ARS (3)#5 X L•--- - ---• REBARS w #3 T I E BARS 1'-8" 4" 12" O.C. f41/2L RECESS SLAB FOR DOOR cq�- m r. ------ I I _ I I I I RE BARS w (3)#5 X L'---' ---' REBARS w SEE DETAIL A/D2 JIWfL UL_ t _w iv ___2X4 � o w } DECK TYPE, � O C 12" MAX.) I FOR DOOR 0 < 0 w (3,)*5 REBARS � --i Q LD4 N X UL Y_ 0 O z RE5'4R5 0 3/4" RECESS 16 71/ „ FOR OUT - SLUG. Q q DRS. ONLY } -- r z X v y: 38 N � i N (3)#5 REBARS w V LEXT, WALL 5y 5X5X12" L -FLASHING FIRST PIECE ONLY ROOF STEP _L45•-IINCS pETGIL N.T.S. I I I cv �- I I - � I I r, I ' 13)#5 Q REBW ARS (3)#5 X L•--- - ---• REBARS w #3 T I E BARS 1'-8" 4" 12" O.C. f41/2L RECESS SLAB FOR DOOR cq�- m r. ------ I I _ I I I I RE BARS w (3)#5 X L'---' ---' REBARS w (3)#5 RE BARS 38\ 1-0" 4.. I /3e D4 ONO, 8" F.F. VARIES VX REBARS 39 D4 #3 T I E BARS O.G. --LVARIE5 -- 't SEE DETAIL A/D2 JIWfL UL_ t FOR ROOF TYPE, ___2X4 � 9" RECESS SLAB DESIGNATIONS) DECK TYPE, � C 12" MAX.) I FOR DOOR R-11 INSUL. < 0 O I I I I I —� x W�� © m CONSTRUCTION _Lu ATTACH CROSS 5RACING1 MAX.41 • • • N 1/1ro" OSB. SHEATHING ------------ -------- REBARS - N 2X4 X -BRACING 6 8'-0" O.C. TO } X (3)#5 RE BARS 38\ 1-0" 4.. I /3e D4 ONO, 8" F.F. VARIES VX REBARS 39 D4 #3 T I E BARS O.G. --LVARIE5 -- 't SEE DETAIL A/D2 (2X12) SPAN 6' TO 12' LOOKOUT a 24" O.C. t FOR ROOF TYPE, ___2X4 � I I DESIGNATIONS) DECK TYPE, � C 12" MAX.) I I R-11 INSUL. a - 2X4 STUDS 'a 16" O.C. O I I I I I OVERHANG (2) 126 NAILS e 12" O.C. WOOD BASE w CONSTRUCTION ATTACH CROSS 5RACING1 MAX.41 UJ/ 4-126NAIL6 3" O.G. 1/1ro" OSB. SHEATHING ------------ -------- REBARS w 2X4 X -BRACING 6 8'-0" O.C. TO (3)#5 X L•---' ---' REBARS w 106 NAILS e 4" O.C. #3 TIE BARS DBL, 2X4 TOP PLATE 12 " O.C. 42 1'-8" 4" REBARS D4 SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ` FASCIA TYPE AND —i OVERHANG CONSTRUCTION 5P4,6 OR 8 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL 1/D5 ad NAILS 3" O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING 6 EA. HURRICANE STRAP GABLE END FLOOR TRUSS W1 HETA16 W1 (10) 10d X 1 Y" NAILS a 32" O.C. REFER TO DETAIL A/D3 FOR — FLASHING 2X4 BOT. PLT. W1 (2) 12d NAILS 'a 12" O_C. I I I ad NAILS 3" O.C. WALL�16" PRE -ENG. SHEATH, TO EACH TRUSS FLOOR TRUSS 2X CONT. RIBBON � TOP 4 BOTTOM W1 I (2) 10d NAILS TO EA. TRUS ' I I � I SIMPSON HETA16 UJ/ (10) 10d X 1 1/2" NAILS ` EACH TRUSS I REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, J015T p I fR. r-", A f-, I— 3/4"= 1'-0" FTG 12" MIN BELOW GRADE (TYP) ROOF DECKING 2X4 BRACING s 24" O.G. lob NAILS s 4" O.C. PRE ENG. uJD. S(P�SSO TRUSSES ia 24" O. )IOd1@E X4 HRA FRAMING 0.G FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD -(2) 10d EA, BOTTOM CHORD 1/2 " SAG RESISTANT OR a/a" GYP. BOARD PLACED PERP. TO CLG_ FRAM ING ATTACH CROSS BRACING W1 4-12dNAIL5 3" O.G. GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE '/z " SAG RESISTANT OR 5/a" GYP. BOARD PLACED PERP. TO CLG. w FRAM ING VA (2) 2X HEADER O (2X8) SPAN UP TO 6' SEE DETAIL A/D2 (2X12) SPAN 6' TO 12' LOOKOUT a 24" O.C. ALUM. WINDOW (REFER TO FOR ROOF TYPE, ___2X4 � TYPICAL OVERHANG DESIGNATIONS) DECK TYPE, MARBLE STOOL C 12" MAX.) GRADE FASCIA TYPE AND R-11 INSUL. a - 2X4 STUDS 'a 16" O.C. O 2X4 BOT. PLT, W1 OVERHANG (2) 126 NAILS e 12" O.C. WOOD BASE w CONSTRUCTION ATTACH CROSS 5RACING1 MAX.41 UJ/ 4-126NAIL6 3" O.G. 1/1ro" OSB. SHEATHING ------------ -------- -PRE PREENG. GABLE END TRUSS 2X4 X -BRACING 6 8'-0" O.C. TO 31RD. TRUS IN (2) 106 e END OF BLOCKING 5T18 a 32" O.C. 106 NAILS e 4" O.C. DBL, 2X4 TOP PLATE 2X4 BALLOON FRAMING e 1(0" O.G. ALT. TfRU55 D IF. 3/4"= 1'-0" PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS H10 's EA. TRUSS SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ` FASCIA TYPE AND —i OVERHANG CONSTRUCTION 5P4,6 OR 8 32 "O.C. STUD TO TOP PLATE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE DETAIL 1/D5 ad NAILS 3" O.C. WALL SHEATH. TO EACH VERT. WEB 2X4 BLOCKING 6 EA. HURRICANE STRAP GABLE END FLOOR TRUSS W1 HETA16 W1 (10) 10d X 1 Y" NAILS a 32" O.C. REFER TO DETAIL A/D3 FOR — FLASHING 2X4 BOT. PLT. W1 (2) 12d NAILS 'a 12" O_C. I I I ad NAILS 3" O.C. WALL�16" PRE -ENG. SHEATH, TO EACH TRUSS FLOOR TRUSS 2X CONT. RIBBON � TOP 4 BOTTOM W1 I (2) 10d NAILS TO EA. TRUS ' I I � I SIMPSON HETA16 UJ/ (10) 10d X 1 1/2" NAILS ` EACH TRUSS I REFER TO DETAIL A/D3 FOR FLASHING REQ. ALT, J015T p I fR. r-", A f-, I— 3/4"= 1'-0" FTG 12" MIN BELOW GRADE (TYP) ROOF DECKING 2X4 BRACING s 24" O.G. lob NAILS s 4" O.C. PRE ENG. uJD. S(P�SSO TRUSSES ia 24" O. )IOd1@E X4 HRA FRAMING 0.G FIRST FOUR (4) AM SP S- NAILED T OP OTT CHORD -(2) 10d EA, BOTTOM CHORD 1/2 " SAG RESISTANT OR a/a" GYP. BOARD PLACED PERP. TO CLG_ FRAM ING ATTACH CROSS BRACING W1 4-12dNAIL5 3" O.G. GYP. BD. INSULATION SEE FLOOR PLAN FOR TYPE '/z " SAG RESISTANT OR 5/a" GYP. BOARD PLACED PERP. TO CLG. w FRAM ING VA (2) 2X HEADER O (2X8) SPAN UP TO 6' z (2X12) SPAN 6' TO 12' } ALUM. WINDOW (REFER TO cs� FLOOR PLAN 4 ELEV. FOR w DESIGNATIONS) MARBLE STOOL GRADE R-11 INSUL. a - 2X4 STUDS 'a 16" O.C. O 2X4 BOT. PLT, W1 O (2) 126 NAILS e 12" O.C. WOOD BASE w FINISH FLOOR x-16 " PRE - ENG. FLOOR TRUSS SYSTEM 1/2 " SAG RESISTANT OR a/a GYP_ BOARD PLACED PERP. TO CLG, FRAM ING 8X8 GONG. LINTEL BLOCK REINFORCED l.0/GONG. 4 (1) #5 REBAR CONTINUOUS I DOWEL e SPECIFIED LOCATIONS (SEE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING fii f=. L.JALL 5ECTION 3/4"= 1'-0" w _0 i - q uj w d a O O U- PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS H10 e EA. TRUSS ,----------- SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ' FASCIA TYPE AND I ` OVERHANG CONSTRUCTION I ------ --- SPH4 a EA. STUD 7/a" TEXTURED CEMENT FIN 1 SH OVER METAL LATH OVER 7116"—Z OSB. SHEATHING 4 WEATHER RESISTANT MEMBRANE HOUSE WRAP OR HORIZ, LAP SIDING OVER 1/16" OSB. SHEATHING NAILING- PERIMETER- 6" O.G. INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE 1/2 "41 ANCHOR BOLT W1 2" WASHER 'a 24" O.C. 2X4 P.T. SOLE PLATE ad NAILS 6" O -C. REFER TO DETAIL 4/1-.)3 FOR FLASHING REQ. 8X8 CON(. LINTEL — BLOCK- SEE FLOOR PLAN FOR RE INFORCEMENT 30" MIN LA Sia" TEXTURED CEMENT WASH ON ALL CONCRETE BLOCK APPLICATION SX8X16 CONC, BLOCK WALL PRE -ENG. WD.TRUSSES e24"O.C. INSULATION SEE FLOOR PLAN FOR TYPE '/z " SAG RES 1 STANT OR Sia" GYP. BOARD PLACED PERP, TO CLG, FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.G. GYP. BD. 2X4 e 16" O.C_ 2 X 4 'a 24" O.C. R-11 BATT INSULATION 5PH4 EA, 2X4 VERT. 1/2 " GYP. BD. ON 1 "X211 P.T. FURRING W/R-3 RIGID INSULATION 1 #50 iREBAR IN FILLED CELL - SEE FOUNDATION PLAN FOR LOCATION WOOD BASE FINISH FLOOR 1 #50 DOWEL la SPECIFIED LOCATIONS ' (SEE FOUNDATION PLAN) Lj ----I ALT. MONOLITHIC FOOTING WALL SECTlON Q)� 0 Q) 0F= Q)Q) 0 `n Q� L(L �0 U�w1 -0 0 Q) O �Q F Q� -13Q) w NL 3 z Q)I- 0Q)4 � S 0 •� O �-13� w Lu �0 �0 �3 0 Q� 1z: �Q rn� 9� 0� 0Q) S � mQ) Lu �o N � Z 0 {' O uQ) 3m m_ > 00 Lu w �� 0Q) 0 Q IL Q)3 0 �0 O �L u- �0 W L� W S sf- �s �Q) we �f)m 4c - u IL 0 m F-- V CL O U 0 u z GRADE cs� BOTTOM OF FTG 12" MIN BELOW GRADE (TYP) PRE -ENG. WD.TRUSSES e24"O.C. INSULATION SEE FLOOR PLAN FOR TYPE '/z " SAG RES 1 STANT OR Sia" GYP. BOARD PLACED PERP, TO CLG, FRAMING 2x4 DBL. TOP PLATE 2x4 BLOCKING EQUALLY SPACED 2x4 BLOCKING 24" O.G. GYP. BD. 2X4 e 16" O.C_ 2 X 4 'a 24" O.C. R-11 BATT INSULATION 5PH4 EA, 2X4 VERT. 1/2 " GYP. BD. ON 1 "X211 P.T. FURRING W/R-3 RIGID INSULATION 1 #50 iREBAR IN FILLED CELL - SEE FOUNDATION PLAN FOR LOCATION WOOD BASE FINISH FLOOR 1 #50 DOWEL la SPECIFIED LOCATIONS ' (SEE FOUNDATION PLAN) Lj ----I ALT. MONOLITHIC FOOTING WALL SECTlON Q)� 0 Q) 0F= Q)Q) 0 `n Q� L(L �0 U�w1 -0 0 Q) O �Q F Q� -13Q) w NL 3 z Q)I- 0Q)4 � S 0 •� O �-13� w Lu �0 �0 �3 0 Q� 1z: �Q rn� 9� 0� 0Q) S � mQ) Lu �o N � Z 0 {' O uQ) 3m m_ > 00 Lu w �� 0Q) 0 Q IL Q)3 0 �0 O �L u- �0 W L� W S sf- �s �Q) we �f)m 4c - u IL 0 m F-- V CL O U 0 u O I NV I �_"./ ". 1 V 1 "1"I `4a/ II N I U.) l/ ., I l/I\ I I I\fit 1�_ SHEATHING SHALL EXTEND MIN. 1'-0" W10 2nd FLOOR BOTTOM PLT. TO T.O.M. N41LNG eCk4EE:)ULE'._ 2 )ROW!5 e 3" O.C. AT TOP AND O)ROW AT OF WALL, (o" O.G. ALL OTHER EDGES AND FIELD. 5LOCKING SHALL SE PLACED AT SHEATHING JOINTS. #-tI I 1_ I l.if-1 I BREAK 45V. 50TTOM 12" IN ALL 4 D5L. TOP PLT. PE'I'OND NAILING PATTERN A RAM (� N.T.S. z PER NAILING SCHEDULE. INSTALLATION NOTES: WALL SHEATHING &FLICE-77 O z 1:0t: go lE t*: "o 1,3 d- N • • • • • 7 • • D5L. TOP PLT. BE'I'OND NAILING PATTERN • ot o"!61- 0 0 0 0 0 0 a 0 0 0 0 0 0 0 WALL SHEATHING SPLICE L HUNGS) TO AVOID OUT" INSTALLATION. q) .. .... ... .... .. Q) TER" a2z" tt ks z:t:u_g tt 1:1jtg t:u_u tt cv OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO s � • • • • • • • OPENING. .. .... .... .... .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO • . .. .. SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" .. .... .... .... • • • .. .. .. CABfNET FACE TO WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. C G B N DOOR PER PLAN `0 • • • 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 • • • • • • • • • • • • • • • • •BOT. PT. PLT. 5E -1 -OND •' ' • 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT • . . . .. . . .. . . .. . . . • FLOOR S'I'STEM BE'I"OND " • • 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. .. .. • , crlu WALL DONO USE EXPANDABLE FOAM. EUSE OF EXPANDABLE FOAM WILL VOID WARRANTY. O �- O 4 A RAM (� N.T.S. INSTALLATION NOTES: O 1,3 d- 4„ 4„ M 4 0 U Q) 0 0 Q� L �6 N N Q) s rf- 5�4ATI4INGLEV, A RAM (� N.T.S. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. D5L. TOP PLT. BE'I'OND NAILING PATTERN MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 4 PER N'a`II-INCA SCHEDULE_ 2. CONSTANTLY CHECK WIDTH AT MEETING RAILSI e DOUBLE ( "BOWED WALL SHEATHING SPLICE L HUNGS) TO AVOID OUT" INSTALLATION. q) 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE Q) TER" a2z" tt ks z:t:u_g tt 1:1jtg t:u_u tt cv OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO s � • • • • • • • OPENING. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO • . .. .. SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" s • • • .. .. GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. CABfNET FACE TO WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. C G B N DOOR PER PLAN `0 • • • 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY • • • • • • • • • • • OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE 15°X18" CA3:31NET DOOR WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A • •' MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE ' •' " 1 SECURED. I p • • • • • • • cIJ 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT (3 .. . . • • . . . USED. • FLOOR S'I'STEM BE'I"OND " • • 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. .. .. • , & INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DONO USE EXPANDABLE FOAM. EUSE OF EXPANDABLE FOAM WILL VOID WARRANTY. � • 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, I" METAL FLANGE — — — — — ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. OF METAL CHUTE 4 0 THEN, CAULK THIS GAP. U 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR 3 CMU W LLKIT PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR m FINISHING MATERIAL WHICH SURROUNDS WINDOW). �r ISI.CD FLASHING SEQUENCING: SQUARE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING MTA AUN Y METAL L DR 0 OVER ALL OF ROUGH OPENING. CHUTE SHEATHING ELEV, 2. SET WINDOW UNIT. N.T.S. 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. Q) NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. 3/4" PL'I'UJD. SUS-FLR. L SEE SPECIFICATIONS FOR MATERIAL TO BE USED. &TUD 0 L S JOINT- G'I'PSUM WALLBOARD fMPORTANT: N IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND 0 2X4 BLOCIGING PLACED BUILDING CODES. :T: FLATW15E (2) 1(od NAILS DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS Q) NAILING PER EACH END WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SCHEDULE SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE I SHE ATH I It� I G 15La OC I I V INS ALLTALLING. WARRANTIES m G NULL AND VOID IF ANY VERTICAL HOLES ARE �� 1 FLANGE ON CHUTE (L N.T.S ��ORf 0NTAL JOINTS PUT INTO WINDOW SILL AREA OF ANY WINDOW. � WD. TRIM F F F aI4EAT��INGP U�'LI�" [DETAILS vGCS �LASNINCz DETAIL �5 ✓�Y CHLT= [DETAIL