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1729 Maritime Oak Dr new single-family home permit dwgs
BCS $ DING CP! CNEN' JPpia & ( ILL 8 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS FL 32043 �L ❑: 9❑4.297.939❑E E ❑4.529.1 406 $ °:', TWO STORY FnYEg V71G HEIGHTS OPEN 8 TO BELOW s+i� L e 1 ❑I-1 1 /B" 121-1 1 /SII2❑I - 7Floor Truss Connkulanuf ProductJSP JUS24 SP MSH422SP TH026-2SP THD46 2 SP THDH26-2 1 ,I it jI THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as _ LL LL LL LL - individual building components to be incorporated into the building design at _ — -- the specification of the building Products designer.See individual design sheets PIotID Length Product 91ies Net my for each truss design identified on the F802 22-02-08 onCENTERe LVL 2.0E 1 3/4"x 16" 2 4 g F801 7-11-10 onCENTERS LVL 2.0E 13/4"x16" 2 2 placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including headers, $ $ $ a beams,walls,and columns is the responsibility of the building designer. For general guidance regarding 9 9 9 FIRST FLOOR LAYOUT bracing,consult"Bracing of wood I '� I Trusses"available from the Truss Plate 9 Institute,583 D'Onifrio Drive;Madison, SCALE: 3/1 6° = 1 WI 53179. ATTENTION. f Reer to truss layout and engineering Y 1documents that arrive with delivered field trusses. Unless noted otherwise,all beams are g by others. a i \ CLIENT TOLL BROTHERS I 41 I SUBDIVISION ATLANTIC L NT1C BEACH MODEL CAPTIVA SECOND FLOOR LAYOUT TO ELEVATION CLASSIC SCALE 3/1 6° 1 LOT DRAWN BY CJR .num ewk DATE ° 097 07/27/2017 -- REF# 13468T❑ ELEVATION NOTES �: A ., . u9u417,2017 B 2 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM, CONTRACT,TYP. 1FOAM FACTORY INC.ORE UAL AT ALL EXTERIOR c ROOFING PER 5.2.1 5.2.1 Q TFL;ASGII�'_ DECORATIVE ELEMENTS.TYPICAL UNLESS NOTED FLASHING OTHERWISE 2 (FOAM APPLICATIONS FINISHES SHALL BE ACCORDING CORAL-LIGHT""OR EQUAL PRE-FINISHED 1J IFOAM APPLICATIONS SHALL BE INSTALLED AS PER 3. MARLIFACTURER0PRE-CAST STONE APPLICATIONS,SHALLBE STONE---_..__.z L II Y,- 1 4.>CAST'FROM FOAM FACTORY INC.ORE UAL,AND Q _ t« L -- TOP OF HEEL INS QTALLEDAS PER MANUFACTURER SPECS. Ovan G.Drummond,AIA Ln ._ _ __,. i .I .,� .4+.... AR 96399 ,.,,. ' ..w _.._ _ �. - c -MP FLA JTRIM WORK FINISHES SHALL WRAP ALL OPENINGS----. .... ......... .. __.. Manuel Gonzalez,AIA .... ..... 4 ........ 5.;EXTENDING AT LEAST INTO THE UNDERSIDE OF THE AR 96730.....::�: 1 :::: ... :.: I : I I 1' OPEN NG Javier Henandez,AIA .. 5 21 ..:._ _,_.._ + I3 JMETAL WORK IN INTERIOR ANDEXTERIOR RAILINGS AR 98560 ... .... .: I : I f:: : Sang-YubLee,PE ...:::::...... . 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON... __. + I - 72328 w (LASHING-AS a L...._ } R SHOULD NOT INTERPRETTHE DRAWINGS,_ _ �.- ;. .-+... I 7,.ANY MISDESCRIPTION SHALL BECLARIFIED BY THEALUMINUM ScS 1' + ARCHTfECT/DESIGNER-Zvww� HE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING _ r i W : z `� ._.._ WITH THE SUB-CONTRACTOR/MANUFACTURER AND °� L. z c pe y ». J,. u _ ZM r .. '. _- _2ND " c 8.ITHE ARCHITECT/DESIGNER IN WHICH ALL ( } <0 ��N TOP OFLATE :i ARCHITECTURAL APPLICATIONS WILL BE COORDINATED00 o a 3�o ........ ...._ '.:. ......... ........................ -- 5.2.1 -- N N iE ECTRAND ICAL CONTRACTOR TO COORDINATE MOUNTING ROVED lkL ~ o __. :.._ 9'�HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P M. a - . ........ .... ... z vz s I I = a w � ivaO .. CAP �mm _ of z 4 CORNER ......_ L:_ I q E `m ° 3 a� TRIM TYP: E a W eo f° 1 I J a U I: J o W u. cz a Z Q .:.:..... ....... ............................._.. O .....::. ......... o ---- --- - -- - ,rx .x L � J FINISH FLOOR E" oSm ^ coo, A/C ENCLOSURE 5.2.1 METAL ROOF RICK VENEER, 1 0 TYP. _ G� MUNI ZEE TYP. TYP. 5.2.1DEVEl w z Z AP p� `u w FRONT NT 0 0 ELEVATION 1 ` Y a SCALE: 1/4 l'-O" CLASSIC " O Ww ROOFING PER CONTRACT TYP, U :..::. 0 Wmo = �" iia v U - on m o h`1 W TOP OF HEEL U ---2-1 -- Q -- --------I -- ------------ -------- g r TOP OF PLATE ........ ..... . ���vsoi 4 I la ..... / I z� � + 0o .. ...,.. v a > �o l ............... ..................................... '6. ......... ....... .._ _ I I _ zoo I j i O vwi�a zd' 2ND.FIN.FIR. -L--—I .... �.w ,� _ - W N o o TOP OF PLA I _ I __ _ _ TOP OF PLATE 0 .._. ... ..............._.._._ .... ......... __:.... I - 0 w?�f ..- .................._.._........_ .....:... ......... ._. H U w :.. o �y� I I_ I .. I ..._..... w } }.... _ ._.._.....:.........- m .:....... ......... ............................ L IFM .» O. ,.� o.. .. .. . ZZLL -' s l _ i + Ln .......:. g o t I _..,__.....___ t.:. ................. o..�.:..: ............, ....._.._._ ......_ .:_::.... ................... _._... ........................ .._ o 5 N z eo .... ... ..: r..... __... - _....:.:......._ aO .2.1 -....:.._I... } :..... .:......:.........:_ .._.._.:.._.. ..._ ......_ _...._.._ ..........:...... .......:.. ..._- ....._.... ._......._ ...._ .. --- - 4"CORNER. z o +. L of _ 11-1-1.1 .......... . TRIM TYPe Z a o in L : L. ........_ p z t _ OCw ..:.„ Y':y ............ . ._.......: ............................:..... ......... ................� . .. .......... ..... _. ... __ ... .- _.._..... .__...... ......... - ......... oL > L,.x vY.R I _ ..... ......_ .... ._ �........: ..._ ......... .............._.. - -- W.w o z FINISH FLOOR _.{.: T }.....::. ...... -- - .._ D _ ......... ......... ....... , Z LL - I - FINISH FLOOR J F3 Nw w LU 00 �� _ s 7 rl z w 5.2.1 TYP. 5.2.1 TYP: 5.2.1 Z 0 Ln m m oZO RIGHT ELEVATION a Q d - Z=1SCALE: 1/4"- 1'0" CLASSIC PROVIDE �o 0 RIDGE VENTS,TOLL BROTHERS P.M.TO VERIFY LOCATIONS ASPHALT SHINGLE ROOFING aero LU ,:U_ F= J 1014.0 MAP SHOWING PLOT PLAN OF LOT 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO TOLL BROTHERS, INC. REVISION BP# CS �•al 3� ' ---^- DENOTES .DIRECTION OF FLOW DATE S{�NE� TYPE "A" DRAINAGE ......-1.::.. �F ELEVATIONS SHOWN THUS (11.30)MIN. 111 WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD`OF 1988' OFFICE COPY i ° ,Q()c3 /PDQ O�Q��P \SF Oar c;� • i� GP5°E' yxl,����1F F o oe°yo t�psp`'Oo °� 0. q o 01 0 / [n1Q• nG�° o0 6 �F q 6� pGFFO DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE ALL PAVERS LOT SQ. FT. 'MINUS EASEMENTS/WETLANDS 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES=6,750/43,560 0.16 FRONT 621± SQ. FT. LOT SIZE 7,200± SQ. FT. ACRESx4 =REQUIRED TREE INCHES 6.4 BACK 317± SQ. FT. DRIVEWAY TO R/W 362± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ENTRY WALK 48± SQ. FT. USING 2" DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED: TOTAL IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO AORE THAN 50% OF THE SAME SPECIES. NAME: TOTAL EASEMENT AREA 463± SQ. FT. DATE: ADD REAR BAY WINDOW'& ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT'SHOWN`HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X"AS SHOWN ON FLOOD INSURANCE RATE MAP'0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, ;DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS – 3751 SAN JOSE PLACE, SUITE 15 – JACKSONVILLE, FLORIDA, 32257 – 904/279-0088 – LICENSED LAND BUSINESS N0. 3857 FND. _,FOUND egen A C AIR CONDITIONER _—5 ESM'T - EASEMENT I. = IDENTIFICATION CONI _CONCRETE P.RM.� PERMANENT REFERENCE.-TYPICAL MONUENT P.R.M. - E R SKETCH FOR PLOT PLAN ONLY – DOES NOT.REPRESENT OR. PURPORT TO SHOW MON. := — I.P. IRON PIPE MONUMENT - .BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY 4 I.R. = IRON ROD P.T... - POINT OF TANGENCY — A DELTA ANGLE P.C.P.— PERMANENT CONTROL POINT ALL CH = POINT OF CURVE A ARC R--NGTH P.R.C. a POINT OF REVERSE.CURVE AMERICAN R RADIU" P.C.C. POINT OF COMPOUND CURVE - (CALC.) _.CALC LATED B.R.L. = BUILDING RESTRICTION LINE - SURVEY NOT VALID UNLESS:EMBOSSED BY. SEAL SURVEYORS (D) = DEED F.P.&L? FLORIDA POWER do.LIGHT JAMES D. HARRISON, JR.. No. 2647 OF FLORIDA, P PLAT U.D.E UNOBSTRUCTED DRAINAGE MICHAEL A..GARRETT, No. 6643 INC. R •:RADIA.LINE. EASEMENT =. CENTER UNE NGVD = NATIONAL GEODETIC VERTICAL . E 1.v-20° R/W DATUM SCAL : RIGHT NAVD . NORTH AMERICAN VERTICAL DATUM —9 —x— FENCEP.I. POINT OF INTERSECTION ,.�,..J.,.,.-;mw (W) m..WITNE"S-. EOW s EDGE OF WATER DATE 03^01-17 F.F.E. = FINISH FLOOR ELEVATION TOB. TOP OF BANK FLOR A,& A W GISTERED S VEYOR MAPPER.` —9 F.B. X DR. BY BRB DIR. P:\2017\81621-154325-plotplan ORDER NO. 154325 FILE 81621 MAP SHOWING PLOT PLAN OF LOT 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED 1N PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL" COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. --^ DENOTES DIRECTION OF FLOW TYPE „A" DRAINAGE ELEVATIONS SHOWN THUS (11.30)MIN. WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 0� o!Ao 0..�� 1 A �+ 0 O � / � ! OGs�O � JF al ��/5 e�) OR /G61 / F�•�11�' Pyr / ��e��� 0 0 C3 4� F 6 oe�°f0 Quo oJ� ti P°o ��9�F° Ao44AP /��. a ro m`o J O \-p 0 y�P% / •'SIO s0 _pc A B c�FrFo DIMENSIONS SHOWN HEREON ARE,PER FOUNDATION PLAN TREE SCHEDULE ALL PAVERS LOT SQ FT. MINUS EASEMENTS/WETLANDS 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES 6,750/43,560 0.16 FRONT 621± SQ. FT. LOT SIZE 7,200± SQ. FT. ACRESx O=REQUIRED TREE INCHES 6.4 BACK 317± SQ. FT. DRIVEWAY TO R/W 362± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ENTRY WALK 48± SQ. FT. USING ." DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED: TOTAL 'IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO MORE THAN 50% OF THE SAME SPECIES. NAME: DATE: TOTAL EASEMENT AREA 463± SQ. FT. ADD REAR BAY WINDOW & ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 54N JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 F . = FUEMNDENT egen A C = AIR CONDITIONER _5 ESM'T 1. = IDENTIFICATION CONC C ON RETE (TYP.)- TYPICAL SKETCH.FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW MON. m M NUMENT P.R.M.- PERMANENT REFERENCE -4 I.P.. - IR N PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY I.R. = IRON ROD P.T. - POINT OF TANGENCY & DELTA ANGLE P.C.P. PERMANENT CONTROL POINT ALL CH _ C ORD P.C. = POINT OF CURVE A = ARC LENGTHP.R. I C. PONT OF REVERSE CURVE AMERICAN R RADIUS P.C.C. PONT OF COMPOUND CURVE SURVEYORS (CALC.) = CALCULATED S.R.L. BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OFFLORIDA, (D = DEED F.P.&L.= FLORIDA POWER &LIGHT JAMES D. HARRISON, JR., No. 2647 INC. P PAT U.D.E - UNOBSTRUCTED DRAINAGE -MIC L.A. GARRE r. No. 6643 R RADIAL LINE EASEMENT j = CENTER LINE NOVO = NATIONAL GEODETIC VERTICAL SCALE 1"=20' -7 R/W _ RIGHT-OF-WAY DATUM �.. "•.. NAVD - NORTH AMERICAN VERTICAL DATUM 9 z- = FENCE P.I. _ POINT OF INTERSECTION (W) _ WITNESS N EOW EDGE OF WATER DATE 03-01-17 ,✓- P FLO IDA GISTERED V D MAPPER --8 F.F.E. FINISH FLOOR ELEVATION TOB = TOP OF BANK _� ���� F.S. X DR. BY BRB DIR. P:\2017\81621-154325-plotpian ORDER NO. 154325 FILE 81621 MAP SHOWING PLOT PLAN OF LOT 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FL4. CERTIFIED TO: TOLL BROTHERS, INC. -�` DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.30)MIN. WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 6 / Ao0 9 o Osrs GQ p + j•/ �.o9F� vim\ �L � � `rF oQ0 �sFA •o. / OD 09 PUBLIC WORKS {VI APPROVED { Ps }DENIED NOT APPLICABLE TO DEPr s. r ooh o�oq ?c• cG�T�o P TREE SCHEDULE ALL PAVERS DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES= ,750/43,560 0.16 FRONT 621± SQ. FT. LOT SIZE 7,200± SQ. FT. ACRESx4 =REQUIRED TREE INCHES 6.4 BACK 317± SQ. FT. DRIVEWAY TO R/W 362± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ENTRY WALK 48± SQ. FT. USING 2 DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED: TOTAL IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO MORE THAN 50% OF THE SAME SPECIES. NAME: DATE: TOTAL EASEMENT AREA 463± SQ. FT. ADD REAR BAY WINDOW & ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN ✓OSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 FND. - FOU ID Bn A C AIR CONDITIONER - ESM'T = EASEMENT 1 = IDENTIFICATION ,rJ ON = CONCRETE (TYP.)_ TYPICAL MSKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW - MON.. MONUMENT P.R.M.= PERMANENT REFERENCE �4 1.P. = IRON PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - B.R. = IRON ROD P.T. = POINT OF TANGENCY ® DELTk ANGLE P.C.P. - PERMANENTS CONTROL POINT CH CHORD P.C. = POINT OF CURVE ALL A = ARC LENGTH P.R.C.- POINT OF REVERSE CURVE AMERICAN R = RADIUS P.C.C. _. POINT OF COMPOUND CURVE S (DALC.) = CALCULATED B R.L. BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (D) = DEE F P.&L FLORIDA POWER & UGHT JAMES D. HARRISON, JR., No. 2647 (P) PLAT U.DI = UNOBSTRUCTED DRAINAGE MIC L A. GARRETT, NO. 6643 INC. (((R = RAD L LINE. EASEMENT = CEN ER LINE NGVD = DATUM GEODETIC VERTICAL SCALE 1"=20' " , R/W RIC -OF-WAY NAVD - NORTH AMERICAN VERTICAL DATUM r _-7//(.)/(? x 'FEN E — P.I. = POINT F INTERSECTION d - _ F.F = wiTN I EOw EDGE of WATER DATE 03-01-17 FLO IDA GISTERED S V AND MAPPER _-8 F.F.E. = FINISi FLOOR ELEVATION TOB _ TOP OF BANK F.B. X DR. BY BRB DIR. P:\2017\81621-154325-plotplan ORDER No. 154325 FILE 81621 MAP SHOWING PLOT PLAN OF LOT_ 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED 1N PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO TOLL BROTHERS, INC. --� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.30)MIN. WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 � S O 0s' � o •� g G/t��P p'x,4.2 �\ Qj �1$o OR F P � 05� �•��. y�� � SOHO Q�°,� ti P3 A o�,'Iqo A Q. �G Pp Pio �Osc^ /� �B o Ph 9 g OL,p Q. 1 09�. IC UTILITIES APPROVED I DENIED �s F9ss !4N 0T PPLICABLE TO DEPT s. r �cGF�Fo rT F.p DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE ALL PAVERS LOTS FT. MINUS EASEMENTS/WETLANDS 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES-6,750/43,560 0.16 FRONT 621± SQ. FT. LOT SIZE 7,200± SQ. FT. ACRES,40=REQUIRED TREE INCHES 6,4 BACK 3171 SQ. FT. DRIVEWAY TO R/W 362± SQ. FT. ENTRY WALK 48± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING " DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT—OF—WAY LENGTH 60.00 FT. 70% Of' REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED: TOTAL IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO MORE THAN 50% OF THE SAME SPECIES. NAME: DATE: TOTAL EASEMENT AREA 463± SQ. FT. ADD REAR SAY WINDOW & ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H-FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS — 3751 SAN JOSE PLACE, SUITE 15 JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 FND. = FOUND: jZjend A C AIR CONDITIONER _ $ ESM'T = EkSEMENT 1. = IDENTIFICATION CONC = CONCRETE (TYP•)= TYPICAL SKETCH FOR PLOT PLAN ONLY— DOES NOT REPRESENT OR PURPORT TO SHOW -4 MON. = ONPIPMONUMENT P.R.M.= MONUMENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - — I.P. =.I ON PIPE I.R. = ION ROD P.T. = POINT OF TANGENCY ® = DELTA ANGLE P.C.P. - PERMANENT CONTROL POINT ALL CH _ CHORD P.C. - POINT OF CURVE A C LENGTH P.R.C. + POINT OF REVERSE CURVE AMERICAN R RADIUS P:GC. = POINT OF COMPOUND CURVE SURVEYORS (CALCJ = ALCULATED B.R.L. = BUILDING RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL. OF FLORIDA,.. (D) = EEO F•P•&L FLORIDA POWER & LIGHT JAMES D. HARRISON. JR., NO. 2647 INC P = LAT U.D.E UNOBSTRUCTED DRAINAGE MIC L A. GARRETT, No. 6643 R IAL LINE EASEMENT = ENTER LINE NGVD = NATIONAL GEODETIC VERTICAL SCALE ll"-20' J DATUM / 1 R/W IGHT—OF—WAY J NAVD = NORTH AMERICAN VERTICAL DATUM + >;� _9 —z— ENCE P.I. = POINT OF INTERSECTION [' vt.� �'✓a.EDGE OF BANK FLO IDA GISTERED V -AND MAPP R =8 (W) _ RNESS EOW EDGE OF WATER - DATE 03-01-17 ,✓ F.F.E. FNISH FLOOR.ELEVATION. TOB TOP F.B. X DR. BY BRB DIR. P:\2017\81621-154325—plotplan ORDER NO. 154325 FILE 81621 MAP SHOWING PLOT PLAN OF LOT 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. DENOTES DIRECTION OF FLOW TYPE „A" DRAINAGE ELEVATIONS SHOWN THUS (11.30)MIN. WERE TAKEN FROM ENGINEERINGPLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 X / dpAPOA �7rs 06, , O �ryp. /� moo. ��PFo \•P��J .> Op, 0 dO\�F�-bP' 0 40 � .yp1 �p(33 / 61 \ < �!�(L.,�•��- GPS/ �\�,����,«� ao T q B .0 A S OG"PO 'P�'f'AOS g /. BYO• 'f1161 � � \`�P os'•p`' � � y� 09 PUBLIC UTILITIES PS ,� s9sFy�F9� { } , PROVED ENIED { NO APPLICABLE TO DEPT cGP O,Po Q;(• 6 2 FP TREE SCHEDULE ALL PAVERS. DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT SQ FT. MINUS EASEMENTS/WETLANDS 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES 6,750/43,560 016 FRONT 621± SQ. FT. LOT SIZE 7,200± SQ. FT. ACRESx40=REQUIRED TREE INCHES 6.4 BACK 317± SQ. FT. DRIVEWAY TO R/W 362± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ENTRY WALK 48± SQ. FT. USING " DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED: TOTAL IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO MORE THAN 50% OF THE SAME SPECIES. NAME: DATE: TOTAL EASEMENT AREA 463± SQ. FT. ADD REAR BAY WINDOW & ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON 1S IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS — 3751 SAN JOS£PLACE, SUTE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — UCENSED LAND BUSINESS NO. 3857 FND. _'FO)NOegen C AI 'CONDITIONER -5 ESM'T ;EMENT 1. _ IDENTIFICATION 11 MON. = Co CRETE (TYP.)= TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW MON. a MO UMENT P.R.M.= PERMANENT REFERENCE _4 I.P. IR N PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY I.R. _ IR(N:ROD P.T. . = POINT OF TANGENCY A = DE,TA ANGLE P.C.P.= PERMANENT CONTROL POINT ALL CH- _ CH)RD P.C. = POINT OF CURVE A = AR;LENGTH P.R.C. POINT OF REVERSE CURVE AMERICAN R US P.C:C. a POINT OF COMPOUND.CURVE (CALC.) _ .CULATED B.R.L. = BUILDING.RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (D) = CE'D F P&L= FLORIDA POWER &LIGHT JAMES D. HARRISON, JR., No. 2647 OF (P) = PUT U.D.E = UNOBSTRUCTED DRAINAGE INC, (R) RADIAL LINE EASEMENT MICHAEL A. GARRETT, No. 6643 r CENTER LINE NGVD = NATIONAL GEODETIC VERTICAL1"-20' f R/W = RI FR-OF-WAY DATUM. SCALE a{ 1 — NAVD NORTH AMERICAN.VERTICAL DATUM _y a FE ICE P.I. - POINT OF INTERSECTION .,.,,..,•.,,,,,_„�„ - (W)) WR ESS EOW EDGE OF WATER DATE 03-01-17 • - F.F.E. _ FINISH FLOOR ELEVATION TOB = TDP OF:BANK FLOR k-R GISTERED S VEYOR MAPPER _=8 F.B. X DR. BY BRB DIR. P:\2017\61621-154325-plot plan ORDER NO. 154325 FILE 81621 MAP SHOWING PLOT PLAN OF LOT 97 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. ---^ DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.30)MIN. WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 ELEVATIONS SHOWN HEREON' REFER TO NAVD OF 198$ q O qGSFp rt+G�F�� eo•�.a.2�\ \ \Fq� u � �OO��O/$9 \�Q0 4poA .oS 0 // 'G�sFp �� 9�'�'A... 9G.`c�,�,go /5� Gid`•' 6 F F J 00,9 PUBLIC WORKS {V'fAPPROVEp DENIED 'sF { NOT APPLICABLE TO DEPT s. r CIO, co'Ao Q A ce e cG��o �T F� TREE SCHEDULE ALL PAVERS: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT SQ. F'. MINUS EASEMENTS/WETLANDS- 6,750 ALL MEASUREMENTS ESTIMATED LOT 97 MODEL "CAPTIVA" ACRES=6, 50/43,560 0.16 FRONT 621± SQ. FT. LOT.SIZE 7,200± SQ. FT. ACRESX40 REQUIRED TREE INCHES 6.4 BACK 317± SQ. FT. DRIVEWAY TO R/W- 362± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ENTRY WALK 48± SQ. FT. USING 2" DIAMETER TREES. BUILDERS ENDORSEMENT RIGHT-OF—WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, SIGNED; TOTAL IMPERVIOUS AREA 4,349± SQ. FT. 60% WITH NO MORE THAN 50% OF THE SAME SPECIES. NAME: DATE: TOTAL EASEMENT AREA 463± SQ. FT. ADD-REAR BA' 'WINDOW & ADJUST PORCH; 07-07-17 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED THE'LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN - SURVEYORS OF FLORIDA., INC. LAND'SURVVYORS — 3751 SAM JOSE PLACE, SUfTE 15 JACKSONVILLE,' FLORIDA, 32257 — 904/279-0088 UCENSED LAND BUSINESS NO. 3857 FND. = FOUND L egen a, AIR CONDITIONER ESM'T = EASEME VT I.D. = IDENTIFICATION —5 MON. Q CONCR N (TRP.) TYPICAL SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW iMON. _ !ONUMRON PI E MONUMENT t P.R.M.- PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY 1-4 . = I LR.P. = IRON R>D P.T. ®.POINT OF TANGENCY 6 =`DELTA NGLE P.C.P. = PERMANENT CONTROL POINT ALL CH _ CHORD P.C. = POINT OF CURVE A ARC LENGTH P.R.C. - POINT OF.REVERSE CURVE AMERICAN R = RADIUS PCC. m POINT OF COMPOUND CURVE SURVEYORS (CALC.) = CALCU TED B R L --BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL ((D)) = DEED FP&L. FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, (P3 = PLAT U.D.E UNOBSTRUCTED DRAINAGE INC. (R = RADIAL iJNE EASEMENT MICHAEL A. GARRETT, No. 6643 = CENTER LINE NGVD`- NATIONAL GEODETIC VERTICAL SCALE R/W RIGHT-OF-WAY DATUM , r NAVD = NORTH AMERICAN VERTICAL'DATUM _9 —x— FENCE P.1. = POINT.OF INTERSECTKNI ,,,y_,r,�„ - (W) a WITNESSEOW a EDGE OF WATER DATE 03-01-17 F.F.E. = FINISH FLOOR ELEVATION TOB =TOP OF BANK - FLOR A;.R GISTERED S VEYOR ,MAPPER B F.B. X _ DR. BY BRS DIR, P.\2017\81621-154325—plotplan ORDER NO. 154325 RLE 81621 I ' TO THE BEST OF W KNO EDGE;THE DESIGN DEPICTED ON THIS . DRAWING COMPLIES WIIN THE APPLICABLE:MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. )urne 19,2017 I I Q O r ca i . . , , o a . H R , F z)"I", AV, " F z LL_ z z Ovan G. Drummond, AIA O AR 96399 En LU Manuel Gonzalez, AIA LU F- AR 96730 cn w 0 � aoC Sang-Yub-Lee, PE 0 z m LIT F DRAWINGS 72328 U_ ABBREVIATION LIST '631RAPHICS LEGEND SQUARE FOOTAGE NOTES S � o LIJ I oc I M CLASSIC ELEVATION a o o rn 0 z to CALCULATIONS S.F. _ o rn crit n _ AREA CALCU LA I O S Description IL# COVER`SHEET Index of Drawings w Q n Description Abbrev. p _ DETAIL# DETA c1 g __ LU = Abbrev. Descriptio Abbrev. p F- C) --- DRAWING # DRAWING GN1 GENERAL NOTES:. _. __�-_ � _._.._..__...___ "� � ua F- PT. LD. POINT LOAD FIRST FLOOR 2 777 _ 00 o F.P. FIREPLACE _._ . S L00 � # NUMBER POWDER -- >, 0 0 = PWD. PO 7 _ cn c•.� FRO NT RT _ C A I? Ir 1"'VA F __ _ & AND _..___- ��.��. __.__._ FOUNDATION :PLAN z i-- _ . tZ 'J" ..._--.--------------------- � Ln SECOND FLOOR 912 h-- PLYWOOD i v a PLY ,-� , z _ FEET PLW. R FT. F _ _ UAL Al. SLA LAYOUT > E --" AIL# B _ o Q _ DET -. o � o DETAIL# ( L CL d- E W _ LLQ N FOOTING FTG. ___ OUNDATION PLAN NOTES SCHEDULES & DETAILS _cn AT WING # A1.N F � --- DRAWING z --- -- LIVING AREA 3 689 SQ. FT. -' wF MASONRY' R RISER TOTAL IVI G � o C IR CONDITIONING F.O.M.OMFACE _. _ __ ___..w`- ..____._..___._._ ______ __--- ...___ RA RETURN AIR ra "- - , w o ,� ABOVE FLOOR PLAN 0 ABV. AB T HANG ING NEIGH C o RADIUS , C EIL 0 _ GAL, GALLON RAD. o z LE ��� A2.18 FIRST FLOOR PLAN ADJ. ADJUSTABLE _ ..._ O c.� I_ _ GAUGE REF. REFRIGERATOR COVERED ENTRY 208 L. c G.A. 0) o U FLOOR _'_....__ ` _ _..._ A3.18 SECOND FLOOR-PLAN A.F. ABOVE F _ SPANISH TILE CENTERLINE NE _�..�..�____�._.- __..__....__ .�..._._._ �, � Lr, G . LU F. REINFORCING L a REIN (� __ OOR GD GARAGED00 LU VE FINISHED FL _ __ A2 3N FLOOR PLAN NOTES SCHEDULES'& DETAILS oc A.F.F. ABO _ -_ -- -- ---- COVERED I 296 E U cn z -�. V RED LANA ____�_..___ ____�__-_ �___..___ ...___..._ �:________W_..._____..._: p ao I 'GROUND FAU 'HAKE SIDING o RM. ROOM ELEVATION MARKER S � � a- AIR HANDLING UNIT GFi oc LNTERRUPTER W_._, _ _ —__ __�._.__ ---._.,_. ________._ _ _ GARAGE 625 I u, oc z - -- EXTERIOR ELEVATIONS �, v � O R.O. ROUGH OPENING a GL GLASS SIDING o cn ALT. ALTERNATE _ _ SLAB RECESS �o 10 A518 FRONT & SIDE ELEVATIONS % _ BALCONY 9 _ _ -._ __ _ __ _:. _ �I 110 = >- z LL BOARD RQD. REQUIRED __. _ __ __ w NUM G.W.B. GYPSUM WA z ALUM. ALUMINUM _..-._.�...�_._--...---.------ ------ - REAR SIDE ELEVATION & ROOF SLOPE PLAN rn I w A ___ � �..�.- --:� A5.1:18 _ = a ICK __ _. _._ __......._.___._. __ ___.__.__._...__,r___ _ _ __._ N � R �SH ROD &SHELF FRAME B ARING WALL � B� �- .._, m__ ____....__ ___. _ __... UNFINISHED STORAGE 60 oc _._. _ _._.._...._..__._ ,: A5.2.18 EXTERIOR ELEVATION DETAILS o ___.. - o O H _HIGH R.W.C. RAIN WATER CHANNEL B.B. BARBECUE - W �a Q , N E.R.O WALL _ STUCCO FINIS ,- S1' _ z E BIBB _. ,�A, :, H$ OS � . � 4,987 - , SQ. FT. Q BD. BOARD H .�:, I��,,, ,:,� F TOTALBUILDING SL�TION� � _ . . ,. _ ...� RING , c� cc SF ` S . FT. SQUARE FEET :.- _._ . HED FLOOR :HD. / HDR. HEADER Q O B.F.F. BELOW FINIS - �_ __ A7.18 $' ILDING SECTIONS NGLE - ; RTH ; SGL SI MA ONRY WALL _ - EA >- � NGT. HT. HEIGHT ___ _-:�� CMU.. ® �. � a BOTTOM C>3-- w OTT. __.___ _..�__._______._.....-__.___.._____...____ —___.....__ _.m.:-_-._ ___. _ O -� T. SHEET -.__.__ ___ O HORIZONTAL `SH '., � HORN.' - ao RICK BR. B __.__.-.��.._ _.�_._ __._ ..�_�._ , DIFFUSER LAYOUT w, E U ,.� __ INSULATION GABLE E D WALL IN ELF cn SH. SH _ �� ; LU O _ z BKFST. BREAKFAST __ �..._�.. _ .._. ---�-- - M`1.1$ IF,RST FLOOR..DIFFUSER LAYOUT. . cC U r R , 'A rc. SHOWER Q O Y-y :TION _ _ NE INSULA _ TIVE STONE INSUL _ CORA � , a _ � _._._. -- , FRAMED NEEWALL _ LJJ , __�_..�._... - -- -- M2.18 SILCOND 'FLOOR DIFUSSER LAYOUT. - , ' _gym___: ,, _.w..� .�___�_ ;___�_� .._..�.__��._..-__.W_______..._._..__..__.__.._... _._ _. .,..� .-. oo � SLIDER INTERIOR L. SLD �.. ____ --- INT. z- w CALCULATIONS ... C ALC. CAL. . w. ; .._.�._ _.___..__.._______-._..__._____ ._..___.____.___.. _. F . . . .. . CAST LINTEL] HEADER SP_., SPECIFICATIONS . . . .. . . . . . DROPPED SOFFIT , . ac IN LIEU OF S S� OL;JOINT _ ; cwt � f�., � - N� !t ,. _ 1 T . _ T ___.__,� -� �, E1.18 ` F1�tST FLOOR ELECTRICAL LAYOU f DINT _..___. .:�,�.�:____. _._ __m__m__:._____ o z _ KS KNEE SPACE SPRG. . ,. SPRING P cn CLG CEILING cn DESIGN CRITERIA E2.18 sE:COND FLOOR ELECTRICAL LAYOUT pC w ce - - CONCRETE MASONRY UNIT ____.._____._ STD. STANDARD LU CMU C __._... _.._.-__. . _.__._.___. LU S11. .::.:STEEL - � .. ._._. �- L LONG ,: CLEAN OUT C.O. __ - - oc _ - _ STANDARD .hrT... . ,.`....& DETAILS C) �.,� TI`S ST R T FLOOR FRAME SINGLE FAMILY RESIDENCE. UP R3 � z W VATORY ...�b.._ STORAGE .m . _ 0 � - - DEW � COL. COLUMN LAV LA _- c� Q _ _...w -....__ D3 aS1ANDARD NOTES & DETAILS "~ ., o LDRY LAUNDRY _ . _..-_ .__ _.._:m _-. __....__ ME COMP. COMPRESSOR ________ mm�_... ___. ND FLOOR F ,AME BUILDING TYPE. I- B SECO D7 'SANDARD NOTES &DETAILS Q I J � Q __. T - o _ �___ TOP LIN LINEN = _ _.__ : _ _ ONCRETE _._- __..._ _ O o COCONC. _____.______. _.__.__ __. S. NDARD NOTES & DETAILS U LU LnLT LAUNDRY TUB LIE&GROOVE RISK CATEGORY. � cn CONT. CONTINUOUS _-..__. . _ " O O oc TEMPERED' �- w TEIoIP. EMPERE _ I— A a –� SCE 1 U DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN-BASE , U THK. K __ ELEVATION A w.. ac cn M.B. MASTER BATH _ .. ._ NOUS O ABBREVIATIONS ,� � DB. DOOR BELL U -�- ----- ITION 2014 ,..,. . h Q a o TOP OF MAXIMUM T.G. „w : .. ; U MAX _-___.___ _._..._._ �, . _._. _____-__.. ,. ,...,.. : <... : . DOUBLE _ _ - o DBL. � __.._� . __ _ I CALL A w.; ; ABBR. F N ME ELEV. CODE , . U L , oG .B. OP OF BOND BEAM _ ; CABINET T:O.B T o z MEDICINE CA � 1 0 MPH ..,. E ROD & sHELF M.c. ME ___ F.B.C. 5 N 2014 REST ENTIAL ULTIMATE DESIGN WIND SPEED 3 _ __ _._._- . .._.., --- MAN. MANOR 03 LU m U MFR. MANUFACTURER TR. TRE w _. U DECO. DECORATIVE - - _t - O1 MPH � TQ. TRANSOMF B5TH EDITIO MECHANICAL NOMINAL DESIGN WIND SPEED wIL. WILLIAMSBURG o7 TER _ F.B.C.C 0 'Q MIL. MILLIMETER .^ w cn TAIL _ _ w__ DET. � . _ _._. _n: -ti ;, -... ._. I. o = __ PRO. PROVINCIAL 08 ILU cn o c� R TYPICAL - UM B z MINIM a TH EDITION 2014 _ z < DIAMETER MIN. __.__._. _._._..-.__e_-.__. F.B.C. S ) DIA. DIAM __ _....-___ __._.-....__..__ cn , a ____-_-- _ ...�.._.._.-..�--- CNA. CHATEAU 09 >- MIRR. -MIRROR INTEItNAt m IM. DIMENSION = ._ � ENZ. � D VER VERSAILLES 10 m +.18 .18 VIE. UC UNDER COUNTER MLDG. MOLDING _ Q , o .. DN Dowty – SURE COEF.. �---r w Q �� o uNLEss NOTED ' C SERVATION PRES CLA. CLASSIC 18 r J f w HOUR U.N.O. W z M.P.H. MILES PER MED, MEDITERRANEAN 19 Y � O N u, cn DR. DOOR OTHERWISE 14 FUEL AS OR N ` F.Q.C. 5TH EDITION (20 ) FOR WINDOWS/DOORS, SEE FLOOR - ---- -- Z o U, -' "' _.._r.__.. ______ X ny. TRA. TRADITIONAL 20 MT METAL - - . _ �. -__ ��__..- _ w w Ds. DOWNSPOUT PLAN FOR ACTUAL PRESSURES. o oc COU. COUNTRY MANOR 21 N 2014 ACCE SIBILITY I, �- V.B. vAPQR BARRIER F.B.C. 5TH:EDITIO ( ) aT STRUCTURE __.._ _ Com D.S.S. DENSE SEL - rr HER. HERITAGE 22 c� oc w VERT VERTICAL z NOT TO SCALE __ FPA 70 R GULATIONS HER N.T.s. — NATIONAL ELECTRIC:CODE 2011 N FEMA RULES & E z o > DW DISHWASHER ) . � ._...-... ._...�.....�._ CMN. CIMMARON 28 Q C) V.T.R. VENT THROUGH ROOF CD G. DRAWING N LOADS w Dw ___..___._.- ASCE 7-10. MINIMUM DESIGN F-- _ _ _ _ _ N.F.P.A. 1012014 MSN. MISSION 30` F I _ `.__ _mom_ m. X Uma kA O.A. OVERALL , rte: , ,. , o w z ----- CFT. CRAFTSMAN 31 e . w w WIDE TE IT IS SIGNED _ r.___ _�__..____.__.� �____�____.��d___.a�. �.,.x , �.. , f , � oc. oN CENTER _ THIS DRAWING AND D SIGN IS VALID FOR 12 MONTHS AFTER THE DA U) w 0 z E EGRESS_ LU SCL. SPANISH COLONIAL 32 OVERHEAD W/ WITH _ U E.E. EACH EN[)' O.H.o – --- AND SEALED OR WHILE CURRENT CODE IS VALID �-- z u., __ _ BOR. ` BORDEAUX 33 I� oc OPTION AL W.C. WATER CLOSET >-- o EACH WAY OPT. ___� ) 00 � a z _ ..,_ �: BRO. BROUGHAM 39 O o a w o EL. ELEVATION OPNG. OPENING WD. WOOD w > U REN.: RENAISSANCE 40 ;v,... cn a OSB ORIENTED STRAND BOARD WDW. WINDOW f- ELEC. ELECTRICAL a __ IS _.. .__.._._- z z = o n. VIE. VIENNA 41 LU z PEDISTAL SINK W.I.C. WALK- IN CLOSET 2 J ENCL. ENCLOSURE _- PED -_ crr Q - -- TUS. TUSCAN 44 ,. ,,k W a POLY POLYVINYL WP.._GFI WATERPROOF GFI _ .__ w _ z ENG. ENGINEERED __ -_...._._.___ _� CLS. CALAIS 46 a o,cn _ ._ _._ _ POUNDS PERS UAREm. _..____ W - Q W.W.M. WELDED WIRE MESH cc cn cn EQUIP EQUIPMENT P.S.F. U, Q _ __ITV. ITALIAN VILLA 58� ........._._ FOOT - c) �`., z ,z SQUARE INCH W.W.F. WELDED WIRE FABRIC PBC. PALM BEACH 80 O o '-~ EXT. EXTERIOR P.S.I. POUNDS PER - in o .� CRB. CARIBBEAN 81 w = o LR. FINISH FLOOR PSL PARELLEL STRAND LUMBER F- U FIN.F - _ CST. COASTAL 82 a _ FLR. FLOOR P.R. POWDER ROOM _ }[V U .._ _._ o FND. FOUNDATION P.T. PRESSURE TREATED zOwMCI , = o U) F- C) - L STI O `�' ; c� cn p ohC=:, LLJo O � z ; a etc LLJ Uj w Z OFFICE COP L._� Cw7 W u- zW � o LU w =W Q = �,.. ;� .F W z = zo s REVIEWED FOR CODE COMPLIANCE w - CITY OF ATLANTIC BEACH w m SEE PERMITS FOR ADDITIONAL _ LAA � zw �'- ! W REQUIREMENTS AND CONDITIONS LU w REVIEWED 8Y: DATE: / LU CQ U LU 1014.0 QOO'0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECF AS OF DATE OF CERTIFICATION BELOW. Q GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES C> ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND V 1. IT IS THE SUBCONTRACTORS SOLE'RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE Q USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL ` x. ITS COMPONENT PARTS OPENING HALL NOT BE MORE THAN 44" OFF THE - p� ` � AND SEQUENCE TO INSURE THE SAFETY OF HE BUILDING AND S HEIGHT&5.7 SQ. FT,. IN AREA.THE BOTTOM THE OPE IN S E Q ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE ca FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. t DURING ERECTION. THIS INCLUDES, BUT I NOT LIMITED TO THE ADDITION OF GRADE. L WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT . a Cl- WHATEVER TEMPORARY BRACING, GUYS OR TIE-DOWNS MAY BE NECESSARY. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPINGy , , � a. EQUIPMENT, ETC. V� NV �e I THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. m SHOWER HEAD F- WINDOWSINDICATED WITH(E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W RESPECT TO MIN. EMERGENCY EGRESS'RE REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" m ,w / Q i� 9673 O HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6 10 , ALL GLASS WITHIN 24 INCHES OF ANY DOOR,:SLIDING GLASS DOORS,ALL GLAZING AT TUB AND a ,. SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE ,a.r I I GENERAL NOTES �11 AF GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 � TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY G G Q S ��, � � ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATION" STRUCTURAL DESIGN.CRITERIA SAND `�,, �I, �. LE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL$E EQUIPPED WITH SING Q RESTRICTIONS HAVING JURISDICTION ON.THIS PROJECT. z u- 20 PSF REDUCIBLE) s , LIVE LOADS. ROOF LID WOOD DOORS NOT LESS'THAN 1 INCHES' 35 MM IN SOLID OR HONEYCOMB CORE. SO /s ( ) , 40 PSF 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE p RESIDENTIAL FLOOR, UNLE S OTHERWISE.INDICATED STEEL DOORS NOT LESS THAN 1/ INCHES 35MM.THICK OR 20'MINUTE FIRE-RATED DOORS. z $ NOTIFIED OF ANY DEVIATION FROM THE N z 40 PSF VIATI PLANS PRIOR TO CONSTRUCTION. O BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE Ovan G. Drummond AIA P-+ cn 40 PSF , En STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA. x 3 1/2 TAPCON SCREWS, 6 DRAWINGS SHALL NOT BE SCALED. z cn °C 10 PSF AR 96399 LU STORAGE FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ O = ATTIC WITHOUT S „ INSTALL SOFFITS PER FBCR R703.1,3 AND R616. Manuel Gonzalez, AIA U-1 �-- ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10 C/C. °C30 PSF AR 96730 cn w O HABITABLE ATTICS SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). = a m 30 PSF WIND BORNE DEBRIS REGION Sang Yub Lee, PE SLEEPING ROOMS °C z J EXTERIOR OPENINGS IN`WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE w 7232$ Owe 3000 PSI _ O CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS,DOORS OR SHUTTERS WHICH.HAVE RECEIVED A MIAMI DADE o OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE LU o STRENGTH I M M REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE �- � z @ 28 DAYS M NI U QU_ o 0 O APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL rn IwQ REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 0 F=-' °° ALL REINFORCING BARS ASTM A615-60 60,000 PSI LU ,-i o0 F o ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI ..5 o0 w GYPSUM WALLBOARD � � M O _ POLYPROPYLENE FIBERS FO k SLABS ON GRADE MINIMUM 1.5 LBS. OFNr , �- PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL z 3= FIBERS PER CUBIC YARD (n -N GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE r j d " 4 N Z _ �� " ,-� _ _ TYPES 1800 PSI PLIED TO IDE. TM C90 01 STANDARD EIGHT UNITS fm 1500 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD AP THE GARAGES > CL o � O CONCRETE AS RED •� 00 0 � LU cn MASONRY CONCRETE GROUT 3000 PS CONTINUOUS MASONRY INSPECTION IS REQUIRED � LIa � N d' � cl w z UNITS: DURING CONSTRUCTION HARDI BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8 ABOVE FINISHED FLOOR. M O O tT LU STRUCTURAL AND MISCELLANEOUS STEEL A36 36 000 PSI U.N.O SHOP AND FIELD tJi w O ,.._, STRUCTURAL ALL ' : ' _ ENCL ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY ra aj c -En � BOLTS CAST IN CONCRETE. ASTM A36 OR ASTM A 307 O � a o STEEL. WELDS. E70XX ELECTRODES ALL ; p I-- z SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. o 0 w a Q) "o o 1- = O BEAMS RAFTERS JOIST' PATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) U = co Q U WOOD ro'oo LU FRAMING: DECK: LYWOOD'C-C C-D EXTERIOR or OSB _ ai — o ROOF P L , ac w z � !•- GLA BLU ' o0 APA RATED 48 24 SS CK n En GROUP O THING. A G v FLOOR SHEATHING: T&G / Q F ( ) d. LU O - -D EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS � cC � z WALL SHEATHING: PLYWO DCC/C EXPAN ION STRIPS TO BE PLACED`PER MFG. SPECS. c N LU = O VERSA LAM BEAM. Fb = 2900 PSI (2.OE) GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. U o cn WOOD COLUMNS: PARALLA 2.OE U.N.O. � d- w z w BUILD NG IDENTIFICATION rn Q WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: �''"� N CL I" APPIRVIED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH � TRUSSES. TOP CHORD LIVE LOAD: 20 PSF 20 PSF' p O o POS ON AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE w w TOP CHORD DEAD LOAD: 10 PSF 20 PSF z QHEIR BAC SAID UMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH O BOTTOM CHORD DEAD LOA . 10 PSF 10 PSF O TOTAL: 40 PSF 50 PSF STUCCO ,. w 10 PSF O WIND UPLIFT RESISTANCE. 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO a LATH OR VINYL PANEL OVER STRUCTURAL -F ----- U m DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINIS O��R HIGH RIB PAPER BACK METAL oc SEE LU O - UPLIFT ASPER SPECIFIED 'ODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYW OD PANELS. ;..,....; ; h acvz a o LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. ONT R TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OOu�j G Q LU WOOD FLOOR DESIGN LOADS: QOr- OUTD KITCHENS LU TRUSSES: DEAD LOAD: 20 PSF ALL TRUCTION WITHIN 24"SOF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. U LL ao LIVE LOAD: 40 PSF G z - CMU,_1 T STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE �•�� : � � z o - TOTAL: 60 PSF S ENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIORcn FBG ` o�C Q GRIL COOKTOPS. w � 4 _ LU ANCH RAGE! : F FOUNDAT- ITIS PREPARATION: O z w � -.'' A A, WIR TH: E F Q FAL LA SHALL BE LAPPED 1 INCH MINIMUM. O J 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, 2. AL TACHMEN''I FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ' �" Q APART AN P SHALL BE SECURED TO SUPPORTS AND BE H FOOTING EXCAVATIONSAND SLAB SUBGRAD SHALL BE COMPACTED TO A DRY DENSITY Bc Q NOT MORE THAN 6 INCHES D SIDE LAS EXCEED 9 INCHES _ TIE-: E�' EEN SUPPORTS AT NOT TO CES w � FAT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN -� �. cn �C O AL A i� LATH BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE DIVALENT O oC ACCORDANCE WITH ASTM D-1557.TREAT AL SOIL FOR TERMITE PROTECTION. 3. M SHALL Q _1 — —, 3 .. HAND INC O AT LEAST I DRIVEN PENETRATION OF / _ OF 4D GALVANIZE R BLUE COMMON NAILS RI 0 A 7�H SHALL BE z WIR LA a:. cG cn .- T LAICAL NGINEER BENT VER TO ENG' E NOT LESS THAN THREE'STRANDS OF LATH. METAL AND E ,., .. 2.THE OWNER SHALt�;RETAIN'FRE SERVICES OF AN INDEPENDENT GEO ECH E w> LU D EQUIVALENT OF NO .�.� , 00 SUPPORTS WITH THE E U a C] ATTACHED TO CEILI JOISTS OR OTHER HORIZONTAL WOOD Q , aEFFORTS. ..,.� � '. LOCATIONS TO VERIFY SUCCESSEUL.CCIMPLCTION OF PREPARATION H „,,., J O oG 11 GA'GE BARBED LVANIZED OR BLUED NAILS li/ INCHES LONG HAVING A HEAD NOT LESS THAN .,n,,, IaC O Z FAILING TO MEET THE GEOTECHNICAL R'S REQUIREMENTS SHALL BE RECOMPACTED 3 z ; CA_ O /INCH IN DIAMETER;` „ w AND RETESTED AT THE CONTRACTOR'S EXPE S , DIRECTED BY THE ENGINEER. _ °° v 1 Q TYRE MIR .,S LU z cn 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN B CAPACIf1( THS s o _ .. a_: MIRK RSS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. z COMPACTION REQUIREMENTS HAVE BEEN ME f SHALL BE MADE Y THE G . E Q = v) Z Q w z �. H.V. .C. NOTES I m t1.! i °D ,., THES PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z i o -j '-�' ON P. LU = e� w TERMITE SPECIFICATIONS. MECH LAICAL RESIDENTIAL,AND ENERGY CONSERVATION w w PROTECTION AGAINST TER MITES MOU TALL THERMOSTATS AT+4'-Ow ABOVE FLOOR. w O to w SECTION R318 PRO TERMITE PROTECTION SHALL BE PROVIDE ) BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL 11 RIOR&EXTERIOR MOUNTED H.V.A.0 EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE J LL' SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS WHE E SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.VJLC. s E Ui o PESTICIDES, BAITING Q a OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONT RACTOR,SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL: LU5 i a ao 202 REGISTERED TERMITICIDE . UPON COMPLETION'OF THE APPLICATION OF THE TERMITE C7 cG w z SECTION , ) ELE RICAL NOTES -..� �.� � z > CERTIFICATE F COMPLIANCE SHALL BE ISSUED TO THE BUILDING ,_.., � ? PROTECTIVE TREATMENT, A CERTi O WING STATEMENT. W MMATI INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. „ .I cn O DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING THE,. GS.A DIAGRA C 8c _. : ...... 1- w NEA CALLED TO THE ARCHITECT'S ATTENTION PR1I)R _ G HAS RECEIVED A COMPL E TREATMENT FOR THE PREVENTION OF SUBTERRA N ANY. ISCREP CIES ON THE DOCUMENTS SHALL BE z v 'THE BUILDING AND LAWS`ESTABLISHED BY THE FLORIDA TO E COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. M: z TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES QMwcn cn 03 o z DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ALL ORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL U NOTE: L9 w O ELE RICAL. CCE&ALL CODES, REGULATIONS A RESTRICTIONS HAVING JURISDICTIONS. LU n 1 APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE GRO ND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15$20 AMP OUTLETS INSTALLED � c�G p ) METHOD OF TREATMENT SHALL BE , a _ PERMIT STAGE AND PRODUCT GFI CIRCUIT BREAKERS OR RECEPTACLES. m GC z OR BORA CARE PRODUCT METHODS MUST BE DETERMINED AT 0 DORS, IN BATHROOMS,&GARAGES SHALL HAVE <t w O FI ITR THE BUILDING DEPARTMENT. D APPROVAL DATA MUST BE ON LE v SMO E AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED 110 VOLT ME)TO W r �[ DRILLED THAT EXPOSES UNTREATED F- PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR CIRCUIT A NOT BE CONS TO z z p 2) NON- WITCHABLE KITCHEN OR BATHROOM LIGHTING C @�SHALL z PORTIONS OF WOOD ARE REQUIRE TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMO*AND CAR= MONOX DE awn ct ON INDICATO A TESTBUTTON WITH E „ DETE ORS SHALL BE PROVIDED W/VISI$LE POWER Q` w w Q OPTIONAL BORATE APPLIED T ALL FRAME MEMBERS WITHIN 24 A.F.F. BA RY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCO w O ALL' LECTRICAL SWITCHES SHALL BE 48"A.F.F.UNLESS OTHERWISE � ANDA MIN.OF 6' DE U) ZPZn FR EDGE OF OPENINGS. ccW = w O E NOTED. OTHERWISE F t � ALL RECEPTACLES SHALL BE 12 A.F.F.UNLESS F A w = ABITABLE AREAS MUST BE QRCUITED WITH AN ARC-FAULT INTERRU PER NEI:210.12 Q _ w � w � CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LO OF SES AND o S LOCATE METER AND PANEL AS REQUIR®. CC z = O VE ALL CONDUCTORS AND BREAKERS W/EQINPMENT MANUFACTURER FICATIDNS. � LU H ©C Z Ln zo z U_ ERIOR t #TLETS ARE TO BEA MINIMUM OF 30"A.F.F. S z O T FAMILY ROOM DINING LIVING ROOM,PARLOR RY, SUNROOM, �� z IN RY KITC , a- O BE OOM RE TION ROOM BATHROOM�E, BASEMENT, LAUND, AND OU AREA,ALL � � z ' CSA , O 125-VOLT, 15-SID 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER ANTTACLES. " M TH ARE NO�(CEPTIONS. CD LU LU o �- M U. 'LU w , �. W O GC 13J CL a , �,•l Lij U,ro Hz z = zfj i hoc t;,,,,,a COPY rn OFFICE W OC xUA 0 W m �i , U � z —j SERIAL.N eO 1014.1 C) Q v I— , Ca ; TO THE BEST OF WXNOWLEDGE,THE DESIGN DEPICTED ON THIS - - DRAWING COMBS WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFI�AS OF DATE OF.CERTIFICATION BELOW. June 19,2017 y, C) rBq x ca Y . _ A7.18 a 801_011 1 a 751_011 7 _p 4 111 _p z LL oO z 22'-8'1 8'-011 51_pa 21.011 z o 1 a tt _ U 1 0 Ovan G. Drummond, AIA w 11 I AR 96399 o ~ = 22 -0 4� 0t1 41 011 LU i_ Manuel Gonzalez, AIA- InwO AR 96730 = a GAS LINE TO m I , Sang-Yub Lee, PE Oac z _ ,,, -�J TANKLESS W.H. LL o T HB 72328 o I-- _ _ ___ _ _�_ _ __ ___ ____________J L_ _J L._ ___ _�J L_____ _J L_ ___ LU �t -- -- -- - ---- T- -- --- _"r -�- - --a --- a p C---- - I I n 1 O ? Z _ 4 PLUMBING 1 o a, JwQ = 1 T� I „ T_ n 1 J I I II - I 8 5 o rn w = ,� 1 0 1 ( i WALL, U.N.O. 6 PLUMBING i LU o o I I d- I 1 0 (TYP) M WALL o I Ln 0 I- _i M I _' _� _� I N 1 W 1 1 I ,.� A �O 1_.► Op D O _ M 1 1 1) ( N 1 I I rt rl L 1 1 I I r 1 1 I I I" 1 1 ct I I i I F I 11 (/) N 01 1 I � _ I 1 11 I I I 1 I _- � ��__ r I I I ) i I v In O i 1_ n I I i t _ / y- _ 1 1 I I -- --•• i / 1 I I I L LJ 2 5 6 11 1 4 2 � 5 2 I I r`r 1 > o Ln I �- --- ------� I j / 1 11--- ----� I Lei r 00 -- -- ---- ----- [ N z i fir _ -- � - > O ---J 1 1 1 1 �` I I I �1_6� 1 1 1 0 M O i L---- i I � �-,J I '', I i 7 > w 1 ----� -- 111 11 t 11 ___ _-_- I I I I i _ _ ,C W 0 .-. u 11 (��-,� 1 1 - - 11 1� o --- L LL o T I i \ I - - ----- - 1 � , _ I i r-- --- ---�1 1 1 _ - (0 I- - _ I ! / I 11 Ln a - In a z Ln I 1 I u ,-1 o o F- = oma _' 111 Ii I I Ii ' a) -v, o o - II I 00 CO U LU o 1 1 13 -911 _ . 21-211 16 1 1 .7 x-1.1, ci ToGLLJZ I _� � � U cn 31-011 n ._ 1 L_ 1 Q �----- ---J ( 1I 11 Q0 O ( 11 cv - O W 1 _] ___ / __--J I I i 71 , I E CIC I I 1 r L P P VERS S0E A �Uj � I I I I �_i 1 1 r---- -- -- r „ V 1 CL �-' I 1 I I , I I 1/8 PER FOOT J -, LU 11 N II I 11 O LU Z w ' i 1 � 'I L----- -----1 I � 1 1 I � t0 � 1 L--- 1 1 1 = N LV LL J M 11 i i 11 1 i _ � 1 1 r --------- - -_ 1 1 -- -----� cel l-T-------- ____ _ _ 1 II Ii o _ d- I 1 I 1 I n 1 i j O _1 L------------------- -r--� �-sJ L------ - - -- - --r--- LL. 83: w I I I I I I 1 I --------- 11 //�/ r-1 I Oa 1 I I 1 I II r _ 1 11 � / / ci_ I L_� LU O Cn �__J _� 1 A z A ' / - - - - - - - - - - - - + C) a oC ,.� 1 Lu �x . i a � A7 18 .�..� ;-1 , o O A7.18 --- 1 ,, _ \ I- m � I , W 1_ n 1 ' n I 1_ u 1 I �D' W 1 6 11-611 8 0 1 18 8 � a , oc T . , �,, GAS LINE TO ; z L'= o \-FIREPLACE _�r r� \ 1 \ o Q ? w : 1-1 I oz _� -------- - - ---- ---- Ln UJ PAVERS ON 1 I _^ `�' STEMWALL _; I 1 LU T m Q J n f//. 1I I 1 J o N FIN. FLOOR TO BE 18 MIN. TYP. i 1 1 1 Cn C:) a I 1 I 1 1 ; SLOPE SLAB @ 11 - L, ' Q ABOVE CROWN OF ROAD. 1 I 11 6 LL w (n N 1 +.. 1 0 11 - o �. I . SIU O "' 1/8 PER FOOT x, J471-6" I 11UJ 1 o ba, II 1 U { :., _ Q CIC ~ _ -' , „ T i 1 11 I 2 .wLU , V CLI T O ZO N N 0 -0 y LU CD y N NISHED 'LOOR i i i U ... i 0 , 11 11 w z cn 1 D 11 I I ,- 3 a 1 ,- a ¢, W z to O U' -� ' -- ------ '1 ----� 8 `� -o �- W 1 11 a Nca z 11 0 a I - - d ri UJ J t o i J o J . _01N U w _ o _ 3 I a z = ® Lu I - - - T I 1 10 N � (n A cn 3. j -- 1 W z z Q = VERS o 11 OPE. PAVERS @ PLUMBING c� t- ,_ ( 6 PLUM L_J L J , I _ � ; �i U) 11 0 1 L - J I i �___� C---I 1 _ SLOPE SLAB' �, o <c a �- 1/8 PER FOOT WALL — — — — — — — — — — ---- - C13 i - oc --- ' _ 11 0 1/8" PER F00 o C7 oC w Z J I 1 1,r- a I 16 , o0 1 T ; Z > n I 11 I 1 1' cn O 1 _ 11 \ - ? 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LU ZA i.14, a< . LU :.. a � GC W I? OZWI- k Oca O ADDITIONAL NOTES SCHEDULES & DETAILS tt LU oG L l IJ LU CO w ., . an. z CAN BE FOUND ON THE A1.N SHEET, . _ JAIL ,I..�,, B,,� 1014.0: TO THE BEST OF MT 1010 EDGE,THE DESIGN DEPICIED ON THIS' T DRAWING COMPLIES WMHTHE APPLICABLE MINIMUM BUILDING FOUNDATION N O ■ Et S CODE IN EFFECT AS l DATE OF CERIlFICAT[ON BB DW. Julie 19,2017 C " SEE GENERAL NOTES FOR CAST IN PLACE ._ C) 1. . � . CONCRETE AND REINFORCING REQUIREMENTS l a wt0 rv,, 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO tt �d POURING OR RECESSING DOOR SILLS '00 Z o EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT v, 4 L 3. AWAY FROM HOUSE f- PROVIDE 8 X 11/21' RECESS AT SLAB �• Q PERIMETER (TYP,, U.N.O.) .. ALL FOOTINGS SHALL BE MINIMUM OF 125. BELOW GRADE z U_ INDICATES DOOR OPENING ,..., O o z Q O Ovan G. Drummond, AIA cnAR 96399 z w Manuel Gonzalez, AIA O AR 96730 uwiw0 Sang-Yub Lee, PE a C34 Z m 72328 oC O w � J W.W.M. PLACED IN UPPER � OLij o �-- 1/3 OF SLAB OR FIBERMESH LU o REINF. PER PLAN o rn °` � z o rn C:) = �t .1 ,-� 00 > �- °°0 1/8 (MIN.) SAWCUT`x 1/4 OF Ln LU �- SLAB THICKNESS SEE 4-1 06 ,I o o = FOUNDATION PLAN FOR LOCATION N z = r U �, ern ^ LU LU U.1 1714 j J !Z O O _ w (3Wo . cu o F- z cu -a o = O L C 0c) CO W p °� Ln U (na SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 E O TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED o N oc z LU a oAS CONCRETE ALLOWS WITHOUT RAVELING o �- >- U) �o wzz LU H ¢ N ce w � J F- z ¢ AW CUT DETAIL = oc 1 a W A1N SCALE. 3/8 - 1'-0" �a � m U £ ac �1 wO � Uj ¢ O W o-,; dL3 W i 17 L V. WO , w `tFRONT WALL OF GARAGE W �_- 0- o z , ; _ PROVIDE 11 (2" D x'5" W , m RECESS AT GARAGE DOOR ,,.� ? J C) i- ¢ p Qu U PROVIDE 41/2.. D x 8" W 3 RECESS a �Q �' �♦ i cn �.. �' TI z IN SLAB z 0 o cn RECESS 1 1/ . r U x B K PAVERSc5t CL I" ... GAR. w (,� O FIN. FLR. U � , o z i GARAGE _ ; o ,. a DOOR U A W U „ 3 - a:a _ - SLAB Q ' I •'. ^.MW o W z cn �. — .. 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T � LU iV • N zoW;� h W cn z d' zoZO Z Z a - V) O LU O u' c,, z a w Q Z I H x LU W Z 1 (00 W L'-'L_ Z Q � w � PLAN =` w z Z O O FIRST FL O R 3 b ,---� 0 SCALE. 1/4 1 CLASSI :: LU U_ OFFICE COPY z o „ �Q �0 � I Q O = u) i i�•-- O c Q s ,, .. ,; ADDITIONAL NOTES SCHEDULES & DETAILS I .ti WwmW , , oCLLj i L--L ,d g+ CAN BE FOUND ON THE AM SHEET. i � Ju- = U_ c[ U 1— O �,,;ERIAIL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS.: DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION.BELOW.. B June 19,2017 a B ... . e >. A7.18 -- F 44 Y2 a cl- 37'-IVI 6'-1011 .t. AR m 30 2 m f ti I,.. 51-211 Y-811 1- 11 141.511 42" RAILING. REFER 100 60 TO ELEVATIONS FOR tM DETAILS z w .-, O fV p z A I Ovan G. Drummond, AIA o (�) O z I (�)( AR 96399 --- - - -- -- cn _-,_______ � Manuel Gonzalez,AI W ,_., .... _ _�- - - AR 96730 C3 r : :. 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LU 'I , z ______� .__-_____ _ ___ _ -___ _ _ n ,z v, i-- ------------ � w0o IO ID zW B ' ' 0 3 �/ Q cxd L!J J ' ¢ o A7.18 3'_6" 10'-2" ,_ „ ' 1_ 11 11 W > � _ 5 2 1 8 2 ZZ = p ,_ p 1_ 11 ! � I n Q 5'-8Y 3'- 0" 3 -511 171-211 7 0 7 0 e c ,Uj = fin cn co'-n 44'-1 _ LU I..C') Opz � LU :3= iN v � � z LU �-- p W W Z � = O W F- oG Z ZO Z w Z p Z W 2c-) Q I ,¢ r, cn - f cr, EzQ L Z HQW > ' 00 - U-' Q '- _ 'W £Q w � z SECOND FLOOR PLAN C9 '-' w`w o CLASSI a p SCALE: 1/4" = 11_ " I o ocw � �Q I it OFFICE COPY , UJ . ;0 . pZLJJ �-" ; ;Ua _ CO O = Cn „� Lu p ;; (n �� w w m W Q p r, �t I H . z U —� *,.:� L.. Ire .- 1014.0 o o u- ¢ c� F-- o TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WflH THE APPLICABLE MINIMUM BUILDING FECT �..� CODE IN EFAS OF DATE OF CERTIFICATION BELOW. June 19,2017 DOOR TAG DOOR SCHEDULE .w DOOR CALL_OUT 3 0 TYPE SIZE REMARKS ._ 1 THERMA-TRU INSULATED 3 -0 X 8'4 W/ (2) 12 SIDELITE / TEMPERED q ENTRY DOOR �, ¢71 Lm . 81-011 X 81-011 NON-INSULATED RAISED PANEL W 2 OVER HEAD GARAGE DOOR A AN O STEEL DESIGNER DOOR r x 3 POCKETED SLIDING GLASS DOOR 161-011 X 81-011 TEMPERED �a z -8 X 8 -0 4 DOOR 2 SELF CLOSING, SOLID WOOD NOT LESS THAN L_ ....... Ovan G. Drummond AIA' oz 1-3/8" / OR 20 MINUTE FIRE .RATED z AR 96399 LL ,..., n Manuel Gonzalez AIA cn 21 -8 X 8 -0 _ 11 ::. , _ 5 HOLLOW CORE POCKET DOOR c/) pC OND AR 96730 En LU BEY I n I n 0 - - - PE � 6 HOLLOW CORE DOOR 2 4 X 8 0 Sang,Yub Lee,. W E— L .. Ln O 72328 LLL _ _ ce- z � STAIR RAILING AND 7 HOLLOW CORE DOOR 2 6 X 8 0 O W LL 8 HOLLOW CORE DOOR 21.811 X 81_01, RAILING NOTE up GUARDo LU Lfl 9 HOLLOW CORE BI-PASS DOOR 5 -0 X 81-011 C) 011 a- z o I I cu J �,� a LIVING AREA STAIR RAILING AND STAIR GUARD RAILING �, _ TOP OF SECOND_ _ 10 GLASS SHOWER DOOR 21-011 X 61-811 TEMPERED � � F- CO CONSTRUCTED TO WITHSTAND A �- O SHALL BE W ^ u N , �-- RE DOOR 2 21-611 X 81-011 TED LOAD OF 200 POUNDS APPLIED 11 HOLLOW CO O w CONCENTRATED LOO _ I n I n IL IN ANY - - .>_ o AT ANY POINT ALONG THE RA A 12 HOLLOW CORE`.DOOR (2) 2 0 X 8 0 � Loo C Q F-- � N �' _ _ ._.__.... ALSO WITHSTAND A I II o DIRECTION. IT MUST A _ M 0. I_ II' _ 28X68 �.: 13 HOLLOW CORE DOOR pc AD NOT CONCURRENTLY WITH THE > UNIFORM LO -� ,� — z I II J w �: :�. ra _. 2 -6 X 61-811 O UAL STAIR F 50 POUNDS PER 14 HOLLOW CORE DOORn. O TOP OF LANDING ) ACT CONCENTRATED LOAD,0 Imo. ,� o-o II C) M E � I. . _ LU .� ------ RISERS TO Y --- = -- . : ALONG THE RAIL IN AN _ _ o _— R FOOT APPLIED LINEA - X 6 8 � '1 HOLLOW CORE BI PASS. DOOR 6 0 0 5 ,, c _ IVG- Y s" �, z ZAN6I VERIFIED B �a-00 co LU Q � DIRECTION. INTERMEDIATE RAILS AND POSTS I II O .-� _ 61-811i F- _ ONTRACTOR ORE DOOR 2 8 X INSULATED U C _ 16 HOLLOW CE a WITHSTAND A HORIZONTAL , p 00 IN FILL SHALL ( ) , IN THE FIELD. I II I .I E z NGNDS APPLIED AGAINST ANY U (� Q _� , 1 NOSILOAD OF 200 POU 17 FRENCH DOOR 2 8 X 6 8 EXTERIOR o o NOT CO RRENTLY CL U n LU LZ to - * ONES UARE FOOT AREA, NCU oc 21 RISERS @ 7 5/8 Q � z o n LU l0 O 0 S. 10 WITH OTHER LOAD WINDOW TAG � L� •- _ 18 TREADS @SCHEDULErn CLA�- z M HALL 2 LANDINGSWIND0IN - w z H FLOOR BEDROO w FINIS WINDOW CALL-OUT N H ,.._. .. „ is ........ . . ... ... t. ,}. ..,. .. ..... . .:_ _..... .. .,:. .:l.. , oc EMARKS TYPE R.O.R 0 SIZE Lo _ W LL J _.. .,. . .. < NAILER 1- z n u Q _ E LW �'o � CARRIAGE TREAD :RISER BLOCK A SINGLE HUNG 3052 . 361/2 X 621/2. EGRESS / VINYL/ 0 F= o THRUST L 91 F--¢ t m 3 L-4 ` `� 40 361 2" X 481 2'. ° � VINYL. LOW E 01 U oc�, C SINGLE HUNG 30 / / / w0 � -1 N E TEMPERED W w E � c.� z FIXED GLASS.2020 241 2 X 241 2 VINYL/ LOW / �.,U a O D / / r, L� a fCZ , LU Lfl O cn II .,,,. z ,,, E FIXED GLASS 2816 32 X 181/2 VINYL/ LOW E a � � Q • w T q p TT N _ 1 2" X 621 2" VINYL LOW E 1- , A v Im 1 ; AIR SECTION 10 F O,, XED GLASS 4052 48 / / / �—� z`o PF = 1F-0" CLASSIC _ G SINGLE HUNG 2030 241/2" X 361/2" VINYL/ LOW E u, o z A3.N SCALE.; 1/2 W H SIN HUNG 2060 241 2" 21 " _ � a r ��, / / VINYL/ LOW E z W I SING HUNG 3060 361/2" X 721 ' "' VINYL/ LOW E (� Q__ FIXED-GLASS 1616 181/2 II X 18 112" VINYL/ LOW E p U Lm Q > LU - 2 INYL/ LOW E c� ., i LU cn K FIXED GLASS 1616 281/2 X 281/...,. �„ U O GL Awa 0 oc zc o oG (n Tog INSULATION SCHEDULE L� o 0 oc a O z LOCATION TYPE R-VALUE U.N.O. O Q cn LU LU CEILING @ LIVING AREA FIBERGLASS 38 Q :, N z _ z EXTERIOR WD. FRAME WALLS FIBERGLASS 19LU w <[ J C.a , z WALLS TO LIVING AREA FIBERGLASS 11 N mm � ' �,_. cn � z LU :3= ''-' ? 03 N : zzow Z Y ° ' N LU W oGs -- E L71nGwLU , � € z � C).- OrLJ-1 LlJ ; W r. W LzLi (/) _ EDwQ z vLU ce 1 LU C) w, LU _Q v E— to '. ac LU Q aocnUJI z0 �— ccQ � zLn O w zLU 104% C6 LU = g n 11 w ;. � U) Z O z ri= !Uj _ D � Zo "' iu oLU0 ac� LU Q I"_' An lui ED Uj io Z U O Q LlJ j +. OG pG oc Q W r ,w V 1"— tj O WOFFICE COPY cn � � Im L, W Lij f rsalk, fit ' 1 axyywLLJ }" 1014.0 w :� . k„a t.. ,,ter«,,.,7.T J r4 J O O w QU1-- O TO THE BEST MY KNOWLEDGE„THE DESIGN DEP]CMN THIS DRAWING cNiuES WTIH THE APPLICABLE MINIMUM BUILDING NOTES . CODE IN EHEC[AS OF DATE OF CERTIFICATION BELOW. ELEVATION Q June 19,2017. L v PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM r6 2�ROOFING PER #. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR ° ,0 .. 5.2.1 "2.CONTRACT TYP'. DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED s-- / 3. . a TOP OF RIDGE` FLASHING OTHERWISECo FOAM APPLICATIONS FINISHES SHALL BE ACCORDING a 00 - 2. TO EACH ELEVATION CORAL LIGHT OR EQUAL PRE FINISHED @ ................. R 9 __..._._<.._._ FOAM APPLICATIONS SHALL BE INSTALLED AS PER , 3. r MANUFACTURER SPECS. U.N.O.' j PRE CAST STONE APPLICATIONS, __ _ _ _ ,., __ SHALL BE STONE U- 4. CAST FROM FOAM FACTORY INC. OR EQUAL, AND z _.... �....._ _ Q e o TOP OF HEEL _ _ _. _ _ I 4 - - - - - ' - - - - -- - - - - __... ... � INSTALLED:AS PER MANUFACTURER SPECS. oZ - O TRIM WORK FINISHES SHALL WRAP ALL OPENINGS cn � ______-_--____.�_. _.�____:��_________:___W:__:__M__ _ � o � Ovan G.Drummond AIA TYP. L LL �_ � 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE z cn w _ AR 96399 _ { _ _______.__ __. _._ ____ Manuel Gonzalez, _ ,µ mm �__ ..�..__. _ ,_ L 1- 1 , OPENING AIA _._.._ _..__ I_ ------ --____ cn w o — METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AR 96730 r I _ `3 m S Y Lee, PE _ _ A D APPLICATIONS TO 9 , cc z _ I I N C S BE FAUX WROUGHT IRON W _._ :_ _:._ R 5.2.1 O ....... _.J... I _..._....._ 72328 LJ_ - I t ALUMINUM o �- ..... _ 0 _......... :. ......... ,..:�.: .__:._ �... __. .:: . _. THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, W � - � FLASHIN s AS a a I I I S, Lli f ANY z RING RE ICED 7. A MISDESCRIPTION SHALL BE CLARIFIED BY THE C) 011 mow ¢ _ � I I ARCHITECT DESIGNER O F.._....... l I i Ln W _. _ _.. THE BUILDER o r4 H SHALL BE RESPONSIBLE TO SET A MEETING LU 'oo :: E. I � WITH THE SUB CONTRACTOR MANUFACTURER AND o O x N 5.2.1 ------�-- �; I I / _ I: z F- 2ND FIN. FLR. � N , 8. THE ARCHITECT/DESIGN'ER IN WHICH ALL tj - - ARCHITECTURAL APPLICATIONS ILL BE 0 > W TOP OF PLATE ,-� C S W COORDINATED •- o > � � — — �— w z _ o �” AND APPROVED PRIOR TO INSTALLATION ' N �. W - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING LIj W O .-� _ __.__ 5 .2.18. , _ - u_ 1 HEIGHT F COACH LIGHTS H 0 COC GTS WIT TOLL BROTHERS P.M. a z a _ I I o 0 w p H- O a U - LU Ln c 00 M L, .....__. If Z _ &_ i I 2 Ln U Cn � � N h. ac T, E o L_ I o- 00 W _ _ a. cn 4 CORNER / ._ d- oc z f I ,-� !l cv W P. O _ 'I Q o TRIM TYP. _ / y J O LU z W00 I I �..� �o d- -- -- - �/ O� , � , I, oC - � N o O LL J tt E- z ....... __ FINISH FLOOR _ a FINISH _ c� cc OOR Ce 9LIJo U ; n. O w p in- RICK VENEER, � I W cnROOF-/ w.. . n o . . METAL 11C 7 1 F ; , ncvzTYP. � � ! ado 5.2.18o ENCLOSE t ; o TYP. 5.2.18 W M , z w TYP. LLJ F- LU FRONT ELEVATION W � _ , w o � � SCALE: 1/4.. = 1'_0•' CLASSIC , z w .. ca :> Jp � O W U) LL 0 En n j U tn H H oC tJ) �, ROOFING PER CONTRACT, TYP. 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OFFICE COPY � o z . ; , a ~-W 5.2.18 � `� Q cn W � � m p z W I- _o = � I ELEVATION � � RIGHT E L< U111 ,U Lis . .., �� �e Uj oG _ : w - - CLASSIC ., oC 0 w op w SCALE. 1/4 1 0 .w,... LL BROTHERS P.M. TO VERIFY LOCATIONS ASPHALT SHINGLE ROOFING ,.,PROVIDE RIDGE VENTS, TO 0 S � z LL_ r ,; NU MBE f- p R 1014,0 TO THE BEST Of KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAINING COMPUES WITH THE APPLICABLE MINIMUM BUILDING _. CODE IN SWU AS OF DATE OF CETRIFICATION BELOW. June 19,2017 ------------------------------------------------ —_ _-----=------------- ----------------------- Al 0.. 1 1 , a a ROOFING PERto CONTRACT, TYP. , 1 1 i i ` K fl. C) I I 1 I: m R 946,7 I , O I j I r-nI 3 ._....... ..: ........... I , , __-___T __ __ ___.. ..._—___ ___ _...__.._____ TOP OF HEEL .... - - - ._, r TE . ......._ _ 1 1 4.12 Q TOP OF PLA ....... 1 Ovan G. Drummond,'AIA z 1 .......... .-.: . ._..... 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Q DUPLEX RECEPTACLE f a ® 240V RECEPTACLE �- SWITCHED RECEPTACLE` a DUPLEX RECEPTACLE (220 VOLT) ffi SINGLE FLOOR RECEPTACLE Al R 6 Lel DUPLEX FLOOR RECEPTACLE - Po z � 16 ;F C> � ,E,. z Lel SWITCHED FLOOR RECEPTACLE z ___ - ;___ _.....___ ____ __ _ ,, CLE 6_4 a o _ r _ __- . _ __. � J3 3 .._ _._.. � QUADRAPLEX FLOOR RECEPTACLE. _ O Ovan G. Drummond, . ......... ..... ..❑ nd, AIA w oc GFI GROUND FAULT AR 96399 cn �, o INTERRUPTER a \\ Manuel Gonzalez, AIA oc z �\ W P WEATHERPROOF GROUND AR 96730 __j , I O W J \\ MULTI-GENERATIONAL Sang gee, PE E P ELECTRIC P ® P HALL PANEL CL �-- W \� SUIT ,z3zs E a o VP VAPOR PROOF W Q MECH / W = .. ® RECESS INLAND. EYEBALL FIXTURE :> C:) \\ (EYEBALL) ct o rn 0 M o STORAGE _ ..._ _. -. ik SIN - / __... 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N oz = r-- 3 LU a � C) WcaWCOPYLU w FFICE LU o ,LJJ V) i(J) �-,ERIAL NUMBER 1014.0 TO THE_80 OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WH THE APPLICABLE MINIMUM BUILDING O CODE TTF EFFECT AS OF DATE OF CERTIFICATION BELOW, V TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHINGOF Fj� , k Q- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE a Al a. BARRIER WITH FLASHING TO FORM`WATER SHEDDING LAPS FOLD UP WEATHER' HEAD LASHING TIE-IN MECHANICALLY FASTEN AS WEATHER � m RESISTIVE BARRIER & FOLD UP WEATHER � .E i- INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE ORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE. RESISTIVE BARRIER & 2. SC O HEADER TO ALLOW FOR FLASHING INSTALLATION : THROUGH FLASHING BARRIER TEMPORARILY SECURE 1. CUT FOLD UP &TEMPORARILY SEC RE WEATHER RESISTIVE ; ,.t 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE WEATHER 8 BARRIER ABOVE HEADER TO BARRIEREXTERIOR ALL W'FOR FLASHING RESISTIVE « z U_ INS LLATION BARRIER SHEATHING KK . FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 11 z WEATHER NTAPE M z SILL P FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE AN u ac RESISTIVE 2. INSTALL HEAD FLASHING UNDER ..cn tk o 2 z cn w r BARRIER WEATHER RESISTIVE BARRIER 0 _ ASSEMBLED - Ovan G. Drummond, ( AIA Uj 0 3. FOL WEATHER RESISTIVE WINDOW T AR 96399 a cc O SILL PAN v BAR IER BACK OVER HEAD ao ,.. . :.. ,.....:.:. 2 Manuel Gonzalez, AIA �,, J :::. .:..:... FLA HING AND SEAL WITH TAPE _ _ 0 J , AR 96730 U_ a 2 o z z San Yub Lee PE �- r.:.:.:::.:... 1 9 w oc ,.:. FLASHING 7232 0 DO NOT F LASH JWaLLI OVER BOTTOM W = m :-:....t::.. r CORNER > 1..: t. I FLASHING o NAIL W �n LU ., ING FLANGE O rn 4 :.:. :r.:..:.... . PATCH Cl 1., Y Olt T W � 1 z .. . v 0 ,::. a :.:..:. NOT S. oD W LU 1. F SHING TO BE FLEXIBLE SELF ADHESIVE TYPE cn N r:r :l::. -4:::. ............0 11 1 J W Z 01 .:.:::.. M WIDE). o C) > o FLASHING ....... ( N 6 _I ) CONFORMING TO AAMA 771 07 1.. 4 > o uJ c:. r.. Lei ._ O LU a> ..:....-r, ,.,. 'FLASHING ao 2. REMOVE WEATHER RESI cn STIVE BARRIER FROM TOP OF 0 M F-- rr._....... z _ W NDOW SILL PLATE. J U.jOLL V M ,.. ..._. NOTES. W e........... 0 3. IN .ALL FLASHING IN ,.. ORDER AS SHOWN BY NUMBE 0046 oG W - 11 RS. z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN: 6 WIDE cU c� cn ( ) o ¢' _ v ..r........... _C W C) _ CONFORMING TO AAMA 711-07 � ao cn 4. IN TALL FLASHING AND D WEATHER RESISTNEWINDOWS TO BE INSTALLED v _ M cc z uJ L 1 B RRIfR TO FORM WATER SHEDDING P - -- = o C:. : ::.: LAPS ER AAMA 100 07 � o0 ,..: 2, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS o 3s a 'I v8 >- �- Z N wzW V 1 Q 3. MECHANICALLY FASTEN AS NECESSARY � i- ac to O ooh tolqt W LL,J M H J XTYPICAL SLIDING GLASS DOOR FLASHING DETAIL TYPICAL WINDOW FLASHING D ETAI L N 0Q ET_ oc ~ 0 3 EXT-1 U_ D N.T.S. ( ) D3 (EXT-2) � _ N.T.S. ( XT 2) a O w OPTION A oaJ vac °° L C) Ln 0 0 61r FLASHING z w Q CONT. DRIP , C EDGE c� m CANT STRIP ACROSS DOOR HEADLU Z rZe LL I TO DIVERT RAIN WALL PER PLAN V6c:) / O .. f Q SILL PLATE WALL PER PIAN UJ wy _ oW. F ... .: z `U SEE NOTE #2 RAIN DRIP mQ > i ` o ; - i° EXTERIOR REGLET _ I F DOOR w ccnn WALL SHEATHING 0 0 UcQ WITH WEATHER EXTERIOR o RESISTIVE BARRIER WINWLUCL 0 44 ` Q . = Q C) w F- NOTES: Z C> z NOTE. �- 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE t ,". o ( ) in CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR LL;. o Wcn DOORS THAT HAVE NO IMMEDIATE OVERHANGS ,. ? z = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABODE THEM AND DOOREn 1--iS THAT HAVE A SECOND >_ m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS _ STORY WALL ABOVE THEM. wQoo z = ow z1 o U)U.) J W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW U_ W V �-- cC w 3 cV Q ,- m EXT-5 EXTERIOR OPENING OR BEAM -EXT-6 HEAD DRIP DETAIL _ HEAD DRIP IL J cD cc W z EXT - D ETA ,- Q o Ui D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) 8 d s ~ W f" s W Z4.� W C n 1 "CD LL Q Lli ED 3 HzW C13 32 d Z W � Q Lij > O zz = z U -T- Q9 _S_VZ LU LU = � p aC = Ow U) W zOw � ' (/) Z ~ { Z O Z O C:) O Z Z za2 �> LUUj W � z cwt w i Z Q _..._.. Zw 0 � � b0 W < W W Uj vjHVH 0 2M C) . W u Oz' W �— _0 = v, 'Q fcsW � � _ OFFICE CUJOPY 0 � pWmW � -_ z LL. zJV Q wC { LU J 0 0 u_ Q I'"' O 1014.1 TO E 5TOF MY KNOWLEDGE,THE DESIGN DEPICTED:ON THIS WING COMMIES WITH'THE APPLICABLE MINIMUM BUILDING DRAWING . ROOFING PER CONTRACT. (CONTRACTOR TO C, INEFFEUASOFDATE OFCEUMrA--RONaaft PROVIDE PRODUCT APPROVAL FOR ROOFING co SYSTEM) ON A.P.A. RATED SHEATHING PER �. PLAN SPECS. .� ALL ROOFING UNDERLAYMENTTO BE 0 , L SELF-ADHERING POLYMER MODIFIED BITUMEN P o� SHEET TO COMPLY WITH ASTM D 1970 1 T� E. SEE PLAN g0 PRE-ENGINEERED WD TRUSS, 24 O.C. INSULATION BLOCK 0 R 9673 SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED ., z u- o / O TO TRUSS TAILS W 2 c� 16d @ 24 O.C. a O L cn METAL DRIP ------- Ovan G. Drummond, AIA z U w EDGE CEILING INSULATION AR 96399 j o _ _ __._., ..__._ SEE ENERGY CALCS. LU �' CONTINUOUS VENTED ( ) Manuel Gonzalez, AIA w 1 AR 96730 SOFFIT, WOOD LEVEL /2n RIGID GYP. BD. a m Ciez RETURNS WHEN Sang Yub-Lee, PE C:> "' J STUCCO SOFFITS ARE DBL. 2x SYP. WD. 72328 0 w F- REQUIRED TOP PLATE a o Lij oz 2x SYP. #2 WD. STUDS I LU a MIN. 7/8" STUCCO 3 @ ,161' O.C. TYP. w o COATS) ON GALV. o SELF FURRING FELT REFER TO WALL INSULATION , 0 0 = ELEV. FO SEE ENERGY CALLS. ' Z _ BACKED METAL LATH ) , � It Q VERHAN , N o 0 2x SYP. #2 WD. HEADER w -SEE SCHEDULE > co ^o CL cj� �n STUCCO SOFFIT SPECIFICATION. o0 � wz 0 L N d- E PAP 0 ER BACK LATHE W/ �, -p �„� o W o SCHEDULED WINDOW CONTINUOUS VENTING NAILED J w cin '~ FLOOR PLAN '- u- o tA TO TRUSS TAILS AND A TYPICAL ��(SEE ) � w < z STUCCO FINISH WINDOW ATTACHMENT a LU v COMPLIANT W/ FBC R L, L L c 60 CO oc W z 2x SYP. #2 STUD @ 16" 00 ro ,n ui o MIN. 7/8 STUCCO (3 COATS) O.C., TYP. Ep o0 z ON GALV, SELF FURRING �. w N = O O , a. PAPER BACKED METAL LATH WALL INSULATION' U �- >- 0 LU z ,z (SEE ENERGY CALLS) to = Q EXTERIOR STRUCTURAL �: oc SHEATHING PER N o CONNECT WALL PER cv 0o U3 / PLAN SPECS M "FRA ING DETAILS J F— :1= — Z Q = o c.9 2x SILL PLATE FINISHED BASE MOULDING a 3 GYPCRETE (OPTIONAL) o '� WATER RESISTANT BARRIER /4 ( ) (2 LAYERS REQUIRED): PAPER Ln LL, ov, TOP OF BACKED METAL ) E z LATHE & 3 4 THK. T&G SUBFLOOR oc v / FLOOR a o ROOFING PER CONTACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP GLUED & NAILED „ry M `� CT APPROVAL FOR ROOFING` TRUSS f , , o PROVIDE PRODUCT OR APPROVED EQUAL SYSTEM r z "-' RATED SHEATHING PER Q .m oc SYSTEM) ON A.P.A.AP, :: U w LU PLAN SPECS. .. z m 2x RIBBON FASTENED � Lai ALL ROOFING UNDEAYMENT TO BE TO FLOOR TRUSSES " m x cn Q SELF-ADHERING POLYMER MODIFIED BITUMEN PER TRUSS ENGINEER LU SHEET TO COMPLY WITH ASTM'D 1970 C. _ W a SEE PLAN o PRE-ENGINEERED WD TRUSS 24 O.C.; oc_z w ° BATT ma > 4 INSULATION CK SULAT ON BLO J o -' PRE-ENGINEERED WOOD FLOOR,, INSULATION REQUIRED _ i SEE PLAN FOR STRAP TRUSSES (VERIFY W/TRUSS AT GARAGE (SEE ,,, ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) ; LJ_ ALUM. WRAPPED 2x ) cn dm . cn E Q o � � ,. WOOD FASCIA:�tALIED J o u TO TRUSS TAILS WY_ 2 1 2 ,RIGID GYP. BOARD �. w o�c cn O F-. 16d 24 O.C. z � � ,oC � /� J� � � 1 �l a .,.,,? n.�w o METAL DRIP 1/2 GYPSUM : mn :� � . a o z ------ CEILING INSULATION WALLBOARD ON STUDS > w .. >- o EDGE ------ ------ DBL. 2x SYP. WD, TOP PLATEw W m c (SEE ENERGY CALCS.) W/ WALL INSULATION cn CONTINUOUS VENTED ~ w z cn LL (SEE ENERGY CALCS) cn o SOFFIT; WOOD LEVE. 1/2 RIGID GYP. BD. SCHEDULED WINDOW z z RETURNS WHEN (SEE FLOOR PLAN r WINDOW ATTA ) >a- w z � - ` STUCCO SOFFITS ARE DBL. 2x SYP. WD. CHMENT , C13 on "' RE UIRED TOP PLATE - HEADER SEE FRAMING Q COMPLIANT WITH FBC,R o J PLAN FOR SIZE AND DEPTH z U-1 a o 2x SYP. #2 WD. STUDS 0 „ u �LLyy r ,--L OG W 3.1 Ul ru w MIN. 7/8 STUCCO (3 @ 16 O.C., TYP. N C> cn a = COATS ON GALV. W LU z �-- ) REFER TO WALL INSULATION , E SELF FURRING FELT ,- cn >- ELEV. FO SEE ENERGY CALCS. ` Ui o a a m BACKED METAL LATH ( ) c oc w z VERHAN z o > � 2x SYP, #2 WD. HEADER .I .. rai cn SEE SCHEDULE !�, ` x F-- w = STUCCO SOFFIT SPECIFICATION:, MA z v n .. THEW : o w z PAPER.BACK LA / i - L�U ' � LU CONTINUOUS VENTING NAILED ; U) W o z SCHEDULED WINDOW SCHEDULED WINDOW -- �w o TO TRUSS TAILS AND A TYPICAL z w (SEE FLOOR PLAN) SEE FLOOR PLAN oc STUCCO FINISH ( ) cn a 0 i� o a w o EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD.ON �� F LU v EXTERIOR SHEATHING TO 1/2 GYPSUM WALLBOARD ON U) Q BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W WALL INSULATION ED (9J z OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF THE FOUNDATION 1/4 SEE ENERGY CALCS Uj cn Q GAP BETWEEN FOUNDATION / ( ) GAP BETWEEN FOUNDATION cloo "-' = z AND SHEATHING-- AND SHEATHING Q u o cn p 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS oc cn n APPLY A LIGHT COAT OF @ 16" O.C., TYP. APPLY A LIGHT COAT @ 16" O.C., TYP. Z o w z_ w COATING TO T OF CEMENTITIOUS C CEMENTITIOUS COATING TO - o FILL VOIDS &HOW(COMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS LU =;� 0 2x P.T. SILL PLATE i E- c. LU� _ WATER RESISTANT BARRIER WATER RESISTANT BARRIER cn L R . PAPER CONNECT WALL TO FO . U En " 2 LAYERS UI FOUNDATION 2 LAYERS REQUIRED):. PAPER ,--CONNECT WA o C CT LL TO FOUNDATION �Q U ATION z O w ( T E & PER FRAMING DETAIL ( Q _ o BACKED METAL LA S BACKED METAL LATHE & PER FRAMING DETAILS cn UJ POLYETHYLENE HORSE WRAP POLYETHYLENE HOUSE WRAP {' z z z w S o PROVIDE CONT. METAL TERMITE R APP UAL SYSTEM PROVIDE CONT. METAL TERMITE 0 cn 0 ROVED EQ OR APPROVED EQUAL SYSTEM z Q cn c z SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE !J C:> w z WEEP SCREED WEEP SCREED o p FINISHED BASE MOULDING FINISHED BASE MOULDING Q z w Q MAIN FLOOR MAIN FLOOR 1— .. a w ELEV 0-p _ Z ELEV 0 0 _ z Go - co a OFFICE COPY _ .. wO � � E a 6 1—i i� Epi I -- L,, z a ; o?S W � zQ —III— M. Lr) w a LLJ f cn zw O �, — n z -- LU 1-4 Q I I 4'; I ( (- 4 CONC SLAB W/ �, �. - 4" CONC SLAB W d cn o� N 1 = — VAPOR BARRIER ---- VAPOR BARRIER _ LLI 411 • W,� _ I z z o SEE FOUNDATION _ �,, z SEE FOUNDATION` n E ED PLAN FOR SIZE AND LU PLAN FOR SIZE AND cn m d 's oc TYPE OF FOOTING _ : : LU w �- TYPE OF FOOTING o z = EXTERIOR WALLCL LLA o S Q omaLU ; , , w w W 1 SECTION WITH WINDOW 2 TWO—STORY WALL SECTION D7 n = ,_ D7 o o � SCALE. ,3/4 1 0 �� _ L_ �� � :, SCALE. 3/4 - 1 0 ! N 1014.1:. - E BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS BNAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFRT;T AS OF DATE OF CERTffiCATION BELOW.. " SET MIRROR 3" SET MIRROR 3 FROM = NITY -5" DRYER VENT (TYPICAL) MIRROR VA FROM INSIDE CORNER END OFF BACK SPLASH01 w ra GAS PIPE :(TYPICAL) .�, FOR GAS. DRYER ONLY �� � �- n - ------------------ co 11-211 = oc o DRYER VENT TYPICAL � Vit; ,., o ce �., (TYPICAL) COUNTERTOPS , Q z �, O I m GAS PIPE(TYPICAL) � I 36 HIGH X I w5. ONLY �� , FOR GAS DRYER ON ,. I VANITY-5 MIRROR I w p cn m ,' DRYER VENT BOX I 1/4 MIRROR , ---------- Q --OUTLET BOX z OU ATTACH PER MFR. N I TRUTIO S C:) CENTER SIDEWAYS NS C AIA z II Ovan G. Drummond, z OD 00 1 2 RECESS IN BACKSPLASH DRYER VENT BOX. L O D AR 96399 cn FOR MIRROR ATTACH PER MFR. Manuel Gonzalez AIA � z cn oc LU AR 96730.. o _ INSTRUCTIONS 1- O - -Yu Lee, PE w San b e n 9 � � P.T. SILL PLATE N P.T. SILL PLATE o _ WALL RIM , cn w X4 HALF. . 2 MIRROR T _ _ 2 _ 72328 � a M O (IF SLAB ON GRADE) (IF SLAB ON GRADE) al. '°° Lq J f+r1 O w J U_ �' CABINET' w-� ROR IN INSTRUCTIONS: U,, o 0 a o VANITY M R 0 z WITH PEDESTAL ._.A ,-� o0 J w Q H REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. w _ 1. MIRROR TO BE GLUED TO WALL AND SET WITH �-- °° ' W O d- 0 �-- NOTE. w 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE ,, ,L < , cn c\i oo _ 1'. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, rn_ WILL NOT BE INSTALLED AT INSIDE CORNERS.) a� z _ i- CORNER. (MIRROR TRIM BOTTOM OR REAR VENT LOCATIONS. > o 0 0` • RACKETS REQUIRED IF N NOTE. B Q OD TRIM REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED o �, w 3. UPON NSTALLATION OF WO , SIZES AND MAXIMUM c 2. DRYER VENT AND GAS PIPE �. AN 10 PERIMETER. WOOD TRIM SHOULD BEI W z COUNTERTOP CANTILEVERS MORE TH RE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PE J BEFO ) LENGTHS PER MANUFACTURER'S-SPECIFICATIONS. � ,,,_ „ o > o iIl CORNERS. W 1 + - F OM TOP OF BACK SPLASH AND INSIDE WALL C a w O 2 / 0- 0 o I _cn o .�, a� -o o o �- (,NT_ 15 X FOR DRYER ONLY C z TAIL3 DRYER VENT BOw Q ATH MIRROR WOOD TRIM DEL = o L INT-2 MASTER B00 co Q _ _ KITCHE N HALF WALL, DETAIL INT 1 P. INT-1 D$ " (INT-3) �' � L LU o SCALE: 2 1 -0 ( SCALE. 1/2 - 1 0 .._I O V co GG W Z � �� (INT-1) D$ / m �, � U v' Q D8 SCALE: 1 2�� _ 1 _O - X o N LL, o U ' cc COMPARE n z TILE OR STONE ON 1/2 U-1 oc o HARDI BACKER BOARD. MANUFACTURERS .I 3 „ � z It OVER /a EXT. PLYWOOD DIM OF TUB:& 'N CL LU a ON 2X4 FRAMING. PUMP LOCATION o TOLL APPROVED TILE BACKER (REFER w -i TO CONTRACT SPECIFICATIONS) o cc VARIES SEE PLANS C, WALL TILE REFER TO FLOOR PLAN, . , L U_ ". i W 3 o a m VARIES BY MODEL TILE o J t.0 cc F.. 2X BLOCKING BETWEEN 1 ROW OF worn n z STUDS (3 WALLS) 2X4 @ 16 O.C. r ' , -< ce d ZLU o O to J U ��t-1 LU CORNER SHELF L... < z "' VINYL LINER 3 WALLS EXTENDED 5" o a ac VI ( ) (1) CERAMIC CORNER LLS ce o 8.. A.F.F. v u. UP WA o SHELF AT 4 m _ 2X4 LEDGER z _ o FLOOR TILE Z • oo , o Q 100/o SILICONE SEALANT BETWEEN, `f' LE BACKER AND WET BED o w W ZA - TI 0 � x x DROP IN TUB x N N N _ L � a 2° SHOWER DRAIN + j` . 2X4 CRIPPLES o >- „L LU ,L z w FLOOR TILE _ w Q cc 2 2X4 THRESHOLD cc - I Q > _ , m L I , r FLOODSTOP . . . . ._. . j = C) F" Q - 2X4 TO BE P.T. SU _PORT UNDER ; v _ TILE AT DOOR ._.. ; Q 'Q F' cn TU AS_RE . BY ... w Q LU . . . . .. • . . ` . ., . . � WHEN IN CONTACT R U_ cn : , THRESHOLD C) WALL TILE W CONC. MA UFACTURER'S. w.° z o / :, Z cc cn - ,w �-. �.� OAT WETBED N 6'- I a o ADJUSTABLE GAUGE C PLA . ,:" aococ DROP IN TUB DETAIL C) z SHOWER DRAIN LINER SET IN SEALANT @ FR-33 "- -c� FLANGE OVER ROOFING FELT _ _ LU II Ca v 2 SHOWER DRAIN D8 SCALE. 3/4 - 1 -0 (FR 33) F- ov) - NOTE. APE VAIRES BY MODEL AS LU z � ,I LI EXACT sizE AICD sH SHOWER ELEVATION �- a TE: 3 4 X 9 RADIUS MARBLE SHELVES WILL cn o t� NO PLUMBING ACCESORIES. REFER TO z = •-• z WHEN MARBLE/ WELL AS Q cn ,_, BE USED IN LIEU OF CERAMIC , LU z ARCHITECTURAL PLANS BY MODEL. >- co wl MARBLE TILE OPTIONS ARE SELECTED. pF S Z 3 U_ 0J '--' Ll \� Q� W cV ' wQd �. lG�. LU z = W H E LF LO CATI O N C7 € � o D SHOWER S _ i STANDAR END POST TIED INTO FLOOR P cn cn F R INT-5 Q J , C) U) SHOWER & CURB ON FRAMED 3: vi o INT 4 Q (INT-5) JOIST BELOW EXTEND TO z D8 — 1 0 L" t-- INT-4 SCALE: 1 2" - �_ P. U ,, P ( ) / _ _ BOTTOM. OF FLOOR:JOISTS. '� >- D8 SCALE: 3/4 1 0LU ¢ aim rtTE z- > Z E, LUND POST TO PENETRATE I µ_M 0 0 U) o SUBFLOOR. w = j o U Gi � w cn FACE NAIL END POST TO LU o BLOCKING. F-- z W >- o 2x BLOCKING BETWEEN , o Q pi o FLOOR TRUSS AGAINST "' END POST. % F- o o / H Qo / o JFLOOR. o 0 cn SUB o 0 W W W C:) G.. � (fj 0 o 0 LU F- = LL i 0 UT z (, • '/ o/ ''o/ \\`\` .rte v o0 0/ / / / o/ o/ I C) figy I / 0 v z F'- 0 zw � Q cmc z °2 / / NAILS(TYP) t Ln a "' > FLOOR TRUSS. �— / yo (n W LU Uj D z W cLUj � zQ (� p Z,UrQ ;Q 00W 0 ,�.-, U) W 0 Cn ao {, Z W _ HALF WALL TIE-IN DETAILOFFICE COPY..oFR 34 F-- � � Q Q w pg LU m w N.T.S. (FR 34) J V J � 1014.1 Joou- ¢ c� o I� I I I - I : i ! 3 � ! , �� - �.,"'', � 11 � - � -1 ,,, , , . I � � I ��, ,, I � �, �,jlitV�,,�, �q� ��,vl'I,� � �,, �! " , I I 111 . 1 -, �! ,,� I � - 6 �:�;�T I I 1, , �- 1, �i �1, �,�,�;Ifl 11"�, , il I I I W� , �'�,�"4�1,, �, " , "'"' , -, , , �,, I � -,I , , �,," , , , T j . ��" I 1'��',V, 1, 11 �"� I .%'�t � � I 1, � ", � , I , i, ,z���, � "� I , '! �� i�'j ,f,� '111'1111�1-`�I r � i 11 1� 1, � .I,� , � , I , � ,, � � , 1 : ��,;, , �I �� I , "T � !1 1 1 � � - ;:,� �1 i��! �� , - , I - I I � I �,,,,�7.'7-77 ,1",q����! �! - TYPICAL G I I! ,I I , .���,!,��� � I I �� � ��: �; 7�I,-�:,�:i �; , �, � . I - ,, � i� � "'� '� r111 -11,-i�,�";u�:! � USP CONNECTORS TYPICAL DOU ��;�,�;, " � " "k ,,� " "k ,� 0.11311R� TOE�NAILS WtNDOW SILL SCHEDULE i� i",k i�,',� 1 'I - !, . , - .. S � - � i [""",� t 1'��k,�I L-�" LATE SPLICE I 1, --m � , ,, DESIGN SPECIFICATION ,,�� TYPICAL TOP PLATE NAILINGG "��,,,,,, , I 61 ,-.�,,�"," &t�z — I 2X6, 2x8 = (5) NAILS 1, i . I I I " M! ROUGH D MINIMUM END A � � - 1- TYPICAL STUD NAILING: -0 � , , !��l il �,,��,�',! - , " � ';`� , ,�!. "', -1) 1, �, i,,'�;�,�� ,`lR UPLIFT 2x10, 2x12 = (7) NAILS - 4' IN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END � �� ��,' !, , NENTS & CLADDING GARAGI FASTEN ALL T wl (116)IO.11311x3" NAILS �, " ,1`,'�4 �,, ' ,:�j,PyDEI COMPO . , 0.131x3" END NAILS: 9" LVL, 11" I = (7) NAILS / (3) ROWS < 4'-4" (1)2x4 SPIF #2 (4)12d TOE NAILS - �, �, ��:n� �,,�,!� AJ 11pl-', . (I 1� ,� I , � ` - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURI- _ — �, 1� V-, �, `P AR I � "I �� � ,, , 14 A B SYP SPF - LVL, 16- I = (9) NAILS I I ED "� � �� '! ` �,Lq IfU UILDING CODE I - (2) 0 2X4, 14 1 � �� � , ,1,, �R . 1 C OF .113110 0 12" O.C. STAGGERED. I I. �� ,� t, , ��,I T " EDGE STRIP ( - ( 'I- - � 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS , , , �� ,� 1� �� �1� E", � ID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR AGE 9)10dxl'/2 � (3) @ 2x6, � � � � ,,,, I L +22.9 1. . �1 , :, � � ',V ` I GAR I 450 450 1 (4) 0 2x8. ; 4 8'-4" (3)2x4 SYP #2 '(1)A TOE NAILS I I i 1,� "'�, �- AREA (sf) ZONE (PSF) a' = 4'-6" -- , - I I ; I 1, I 1� , DOO SYI i " : , �'! I iL LANS H VI DE COMPLIANCE. 1 -28.8 -ND I 1"., I I I � . I I � (8'x7') USP I 585 495 (5)8d EA. I SYI DBI HEADER, I 11� ,I � I � �, I ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 — . 4 I-0� MIN. 4 12'-O"l (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS m �� �� �� DESIGN LOADS: 775 650 (5)10dxl'/, ' EA. END TYPICAL WALL FRAMING NOTES: ; 'i; I I I FLOOR 2 CAR . - � ROOF SHEATHING, 6"MAX. � TOP PLATE. " PER PLAN. . 11111 li 11I 1, ROOF -- - SEE SPECIFICATIONS. I - -- I I mmmmmW � � I I :���, ,,��,�-, F F --�--- --I-- I 1, ;i, �� I I ,�;",,�"�".,��,�",,�, +21-8 - � ��,� � I"�-,�:,,�"�,;-,�� , � , +22.9 -25.0 . +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)10dxl'/2 ' EA. END 1. USE SPI OR BETTER FOR 7 - - i I � :" I OF 11 0 — I I I I I .. . I . I� � : I (cd=1.25) (cd=1.00) 50 DOOR ALL WALL STI Lou Pontigo and I I I I � ,�RO I I . . 1 23.9 1 ---I . I . I I i 20 I 40 I - 1450 1245 (12)1Odx1Vt" EA. END SEE 5/SO.O. F I ssoci ates, I nc. 11 . --1 I I I P L � I I I � � I - � I � 1 20 psf (TILE SHINGLES) LE PLATES. HEADER ARCHED TRANSOM OPTIoNm i I top, ' I I' , �1 V , . I � TOP CHORD'LIVE LOAD -11 - --- I I 11 L TO CHO.RI LOAD 7 psf (ARCH SHINGLES) 10 Psf I 100 1 +21.8 -23 +21.8 -26.6 (11 6'x7') j USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOF - 2x-BLOCKING ONLY-\ :--j RAISED I--- ,CHORD�DEAD LOAD 10 I a 2065 2065 (13)10d EA END I REQUIRED IF SHEARWALL. I.-I � I 10 I 0 psf RE ALLOWABLE WIND PRESSURE VALUES (ASI THE USP MSTA36 . I I I . 2x SPF DIAGONAL BLOCKINb 420 Osceola Avenue I I I � I BOTTOM CHORD LIVE LOAD 5 I ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 71 --i F--- t I I 1105 '/2"O ROD TO I ---'I [ FASTENED w/ 3-0.131"x3* I 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 3. USE SYI FOR ALL � I I I I I :: I----: jax�. Beach, Florida 32250 � -73-05 1305 (6)1 Cal TO HEADER I � -i �--- EA. END TYPICAL. I . . .DEFLECTION CRITERIA: SHALL BE PERMITTED uSP JUS28 I HEADER . Ph. 242-0908 Fax. 241-9557 1 1 1 ROOF FRAMING: LIVE LOAD I TOTAL LOAD I I - -1 -&- # I I I I -- - SHEATHING MAY EXTEND 2 1 , I I � � I I USP HTT1 6 4290 4290 5/8"O ROD TO I 4. ALL WALLS SHALL BE I I I I ! FL:CA 4 8344 SC:CA#3579 1 FLOOR FRAMING: LIVE LOAD I & TOTA * COMPONENT & CLADDING WALL.ELEMENTS SHALL BE DESIGNED FOR BOTH I -�E 11 I 11 PAST BLOCKING- WINDOW I ,, I . " I I � 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/s"o ROD TO FTG. BALLOON FRAMED FULL I I I . I ARCHED LSYP#2 HEADER, ATTACHMENTS MUST � � I � - HEIGHT TO ROOF OR FLOOR I-- ----j . WER STUD TRANSOM PER PLANS. ANCHOR INTO 2x MATERIAL. � I I I I I WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. � USP PAU44 2535 5/,,"O ROD wl (12)16d BEARING ELEVATION, LI ON PERMANENT TRUSS /I . OPTION : : I I ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A I 2535 5/,,"O ROD w/ (11 2)16d - PLAN. BRACING BY OTHER. 2-ROWS OF 10d COMS I SEE RIGHT. KING STUDS, I — I : I SEE PLAN. � "00ijktillyll !lf"Ito �] � I MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . D MINUS = SUCTION. : @ 12" O.C. �--� WINDOW SILL SEE � � , � i 4 q .� I I F I I "N I . 0 � I � I BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)1/4%2-!/, TAPCONS 5.) FASTEN BOTTOM PLATE OF � � OR I ,i,610., �Arl ,� . 11 REDUCED. SPECIFICALLY, ATTIC FLOOR . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR / I ,v "I' I I I OI TRUSSES SHALL BE � 41, ,�*% 4 'I,- , : I LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED WALLS TO CONCRETE SLAB I AT INTERIOR WALLS � TYPICAL SOLE SILL SIZE AND ; I � 0 .: 4, "I :5� RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET \- I i I I AT TWO STORY CONDITIONS, 1� 0 E %Z� o,,Le -,, a, I , 1% : BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS 0 TYPICALLY %" FULL PLATE NAILINSQ; I EACH END. � WINDOW SILL SEE PROVIDE SOLID BLOCKING ,� ..", 00 I I 1 48" O.C. MINIMUM. SEE I � E. WITHIN FLOOR SYSTEM AT ALL ** N I ---------- 130 MPH � CI TOE NAILS: I i * 0 1 BASIC WIND SPEED (ASCE 7-10) a 4-24- UPLIFT FOUNDATION PLAN ADDITIONAL . RODS @ 6'-O" O.C., (3) 0 2x4, I i UPPER LEVEL POSTS & : C 61 ..�� t:-: � I -- -N � � I .. I I IMPORTANCE FACTOR --------------- 1-00 ! ! a FASTE ERS FL# CODE ,ANCHORS AT SHEARWALLS _ . I STUDS. : . : . n ---------------- 25.0 FT 0 0 SYP SPF - 1 (4) @ 2x6, : * * I : * ,I � � .MEAN ROOF HEIGHT 11 -- I � (5) @ 2x8. I I � .. I 1: , - ;, I ,� I I 12-8dxl 1/2 11 10446.4 1 IL i SDWC15600 SCREW .0 I I A35 450 450 . " ; 01 . -4 1 1 --- BLOCKING ONLY REQUIRED a , -0 I OF - ,0, 11 I I I-, , ROOF PITCH --------- I I I i SEE 8/SO.O. �� 11 �*. . - . Q I I I t- 11478.3 AT SHEARWALLS' AND PT. SYP#2 4 ,,�, .- 11,,� I � - 11 H2.5T 600 1 520 5-8d EA. END ; �, I -- I I I ------ ,*�z C14 , � ... . �, � BUILDING CATEGORY -------- -1 I INTERIOR 8 SOLE PLATE.A I R1- , k� :% f I I I I i ')' DENOTES EDGE STRIP. - — STUCCO FINISH. 0 � e _-4 I I ---- C ' 1085 16-10d EA. END 10456.6 E I *'*" � ��- -4 I ,� � I 'EXPOSURE CATEGORY ----------- r-- SEE C & C CHART HTS16 1150 - D -\ I I . � .-.-.0-- 1\ �� I . � .. � I . I oc I I TU �& I . . . . I � k 1 � � , A I I A 11 L � � � 11 I � I �1, j '' - I ----ENCLOSED AND 0. SPAC G. I 1� 4 1 1 11 � I r, � I ��, I 1i ABOVE FOR 'c' DIMENSION 1000 7-1CI EA. END 10456.3 1 - 4 11 . 11 I I I � NAL - 11, I — '? .- 4 .�: � 14...:....�'� . I I . I . 1�. ., � �� I 1EN-CLOSURE1 CLASSIFICATION I - MTS12 60 1 . j\\ WALL SHEATHING ��7 - 4 ,' I 4 � I ". , �� I - �. ,� . 1. .,..-, , 9 I -. � . � 11 4 7 I �" '4410311........M . -.) � . . � . , 4 , . . , . . �.. . . . .. . . I .. . : . '. *A . : - . I - . � - � .� � � I - . . I I , d : , .. 0- - . 4 1. , * , .., . I � I I I I I � I 11. 11 --------- I FOR SPLICING .� - - . , .1i, . . . * I I , � I�*.,�:I:,� - .," ..,�I`I.-�., -., ,i, !. �,�, ,� , '. � �. ; , , � I . I .!' � tNTERNAL PRESSURE COEFFICIENT - ± .18 1 -1Odx11/," EA. END 13872.3 1 _SEE DETAIL 1/S0.1 .-, .1��:, �.,v.� I I - � d . U..�- . .- - ��a �.,�, � � - 1 1. i 4 � . . - � : HTS20 1450 1245 24 CONTINUO LOCKI . . . I . .. - A..a ,� I I .I .. .�— .... ..I .. ,�"� ,�',� I � I I _J . � , Christopher I Sabourh I I I I I I . I � I I :I, L- - MSTA24 1765 1270 9-10d EA. E\JD WITHIN FLOOq 5YSI 16d COMMONS OPTIONS. ., 12;� I : I . t 13872.4 11 i PE I � I I � -Ir-,-,�- — 8 WHERE POST IS ABO . -\- �-' 11 - 12" _11 1/2!r_ ; FL PE#71461 ,� ONS I I I @ 8" O.C. I I I i 11 ,MATERIAL SPECIFICATI -�-1--r- I MSTA36 2050 1 1870 13-10d EA. END 13872. � F-�L- -7 WALL FRAMING AT WALL FRAMING AT I \- � I 11 - I I 11 FLOOR SHEATHING I I PLATE CHANCE CONDITION RAI ED HEA FROM SOLE SEE SCHEDULE � 11 I I � . 0 I 't S I I � I I CHORS: I I I I i I I I � � I 18-16d TO TRUSS/BEAM R CONDITION PLATE — - 1�1 I 1, I I , -- -- t- 11496.2 8d 0 3" 11 SEE SPECIFICATIO, \ I BREAK I r REVISIONS D AT E')I I I I 3480 3080 ''I -1 5/."O ROD TO FTG. T F I I , -�-���.: I I � I I � ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] f�a -If�. - — 1- A BUILDER M CHOOSE EITHER THE DROPPED WALL FRAMING AT : � �: , � I I HEADER I "I � I I I I I 1554 GRADE 36. 32-16d TO TRUSS/BEAM � I �- - I � COVDITION OR RAISED HEADER CONDITION. NDITION .. I I I I I 11 I I I I 1�1 I I � I : ). HTT5 5250 4670 11496.2 � i � � I I � ,WAtHERS: SHALL BE IN ACCORDANCE WITH SCOPE OF SERVICE 1-5/,,"o ROD TO FTG. I I r2"N TYPICAL WALL FRAMING I � I I: 11 � - SHALL I BE IN ACCORDANCE WITH ASTI A 563 GRADE A HEX. I � I I , 11 ! i � I I I I NUTS - I i " I i ; I I I . 6-10d TO HEADER I I i , I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE I ; � "i � I 1 930 780 1 10655.113 1� I : I - 1� � I I., ,SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 � I I - I \�L-�O I I � I i i � I EXTERIOR' NOT HAVE CONTROL OR BE RESPONSIBLE I I I 4-10d TO JOIST �5 � I I 11 - I I I .. I I I i . I I 2, I I ATION: EMBEDMENT OF RODS OR I THE STRUCTURAL ENGINEER SHALL 11 -- OLE PLATE ANCHOR I 11, I 'AETROFIT�REBAR/ROD INSTALL I 11 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR , I I I --- -i i I 11 OR HOLD DOWN. I � I j,7� 1 1 1 1 UM, HOLES SHALL BE '/, I I 14-16d TO HEADER L---- __j - - 3x3xW S I ; � : � I DOWELS SHALL BE 12 BAR DIAMETER MINIM SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY LOTTED � 1'' HU410 I 1 905 785 6-16d TO JOIST 10531.36 i I I I LARGER THAN I SIX AND 1/�I;" LARGER THAN THREADED ROD SIZE. FORMING THE WORK OR FOR THE FAILURE FOR ANY OF I — - SYP#2DBL. SEE -1//11 I I 2%i�� I I I � I \-SEE 51SO-0. i/S0.11. � 1 ; ,,(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT 5/."O ROD EPDXIED 6" MIN 16849.6 TOP PLATE. I --TO OUTSIDE � 11 ABU44 2200 - ,t BUTT JOINT I I , I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS I'll I %// N�,� --,) i I 5/,,"O ROD I 6" MIN 10849.6 � , 3x3x.Y4" SLOTTED LL. �� i I I(DUAL CARTRIDGE INSTALLATION CINI ABU66 1 2300 BLOCKING ONLY REQUIRED 2 4' -N� � � I I I LIMITS OF STRUCTURAL 01 EERI DESIGN RESPONSIBILITIES: I'll j I I FIELD ALTERATION , I �,� I I BE ASTM A615, GRADE 60. " THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER AR I STUCCO FINISH. SEE DETAIL 1/S0.1 : : �, EPDXY: ITW RED HEAD A7 OR WIN-D UPLIF E SET I N/A SIMPSON EPDXY-TIE 11506.4 1 WALL SHEATHING -, //-TO OUTSIDE �1 a I I I - REINFORCING STEEL: SHALL CONTINUOUS LOAD PATH F T, 10-16d TO STUD/BEAM/POST I I I I I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: LTT208 1675 1675 11496.3 FOR SPLICING I I PLAN YIPW CONTRACTOR SHALL CONTACT LOU I I 10 /-RATED SHEATHING, PONTIGO&ASSOCIATES PRIOR TO �,� WELDED WIRE, FABRIC (WWF): SHALL BE ASTI A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND -'/,"o ROD TO FTG. OPTIONS. / 0 MA�ING ANY STRUCTURAL FIELD I I :1�,, I LWINATEDI�VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED I ri BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH ' � F TRUSSES, FLOOR FRAMING NOT 695 110 13872.5 � " SHEATHING. \ AY VARY I FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROO LSTA12 805 -10d 1. 12" . 1y2" M � SHALL MEET OR EXCEED THE I I _ —, FULL HEIGHT I Y2" THREADED ROD . . . . . . .. . . . . . . . . . . . . . . .. . FROM THE INTENT OF THE ORIGINAL I I , I SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY I S 11 2-/ 1 � CONSTRUCTION DOCUMENTS.ANY I i I MODULUS (E)1,9OOI BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I CS16 11705 1705 11 3-8d - 10852.1 SHEATHING EPDXIED 4" OR X"Ox6" DI A MAX. MIN. EXAMPLE OF PANEL . .. FIELD ALTERNATIONS MADE PRIOR TO � -- � I, SI . . . ! I I 1'�� ! I TO BE FSIMPSON TITEN HD. I . .. � � � - - CONTINUOUS� � I ' EDGE w/ BLOCKING BEING!APPROVED BY LOU PONTIGO& I ,I I I I � —INTERIOR BEARING I I SOLE PLATE BREAK .. I - I WALL,_SEE SCHEDULE , . .. ADDITIONAL ENGINEERING OR D A 1� WHERE REQUIRED BY-',, - . . . ASSOCIATES MAY RESULT IN � GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER � I � TOP PLATE. � SECTION VIIEW ,N� GENERAL NOTES. I �� FOR STUD SIZE ...� I . . .. . . i - — I I AND O.C. SPACING. ,�- . .. \,,���� � I . . . . . . I � I � I 11ONS I I WALL SHEATHING TO 4 ! . .e� . . . ..... . . . . . 1. . . i.. .. . : � - I I OMMON 0 6" O.C. EDGE & FIELD I . 1 23/32" T&G OS8 OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 1 Od C I SOLE PLATE ANCHOR SCHEDULE �, NAIL SPACING AT ' ' * ' * ' ' i I . I - I SOLE PLAIE I .. i � I I EDGE . . . I I I I RAISE Jfi" FROM EXT. WALL SHEARWALLS SUPPORTED OT I . i ROOF SHEATHING SPECIFICATIONS: I I I ; - SEE DETAILS ANCHOR WASHER EMBEDMEN N I . � : .C. I- ,�--&-" O.C. FIELD (AT CABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITI 4'-O" OF ROOF EDGE). SEE I!: . BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE . . , ! , NAILED w/ 0.113x2" RING SHANK NAILS @ 6" 0 8d 0 3'� _ C TAILS I 1 . . I . - SHINGLE 7/,,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING , ON,S1.01 -, ... � _- MIN. I ASTEN )!rO EPDXY 42" 24" x3xO.229" 41 - ) I I 11 1 3 � ' , �1. � I - � , 2 Y4' � � � I F EDGE). 1 -I I w/*d 0 3" 0.C. EXAMPLE OF UNSUPPORTED . .. . . . : " O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 41" O.C. WITHIN 4'-O" OF ROO . 11 -- 11LE - MIN. 15/32- 32/16, SHEATHING, NAILED w/ CI RING SHANK @ 6 1 1 1 1 1 1 F- -I I - I � ? J)J"OW TITEN HD 42" 24 ix3.0.229- 4V -2 1 (UNBLOCKED) PANEL EDGE--_* ->-' I I 11 - - -/-�! S` lli - 2�--, lr-,�- Ir � 7 z i , - I I , I I - 1 4. _ : � 11 I -0" OF ROOF EDGE). :64 Ij L I . ... - ., ....=� I I-�L I - �-- - . . ! I I I I .C. -QGE & 6" O.C. FIELD (AT CABLE ENDS DECREASE EDGE NAIL SPACING TO,4" O.C. WITHIN 4! 1 1 1 . ..� I , -..1 :4-.1 - � . : . - 1 .1� TYPICAL). . . . . . * I I � A � I -1- � �� ,'. . .. I NOTES: I . MEIAL, NIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK NAILS 0 6" 0 � I I I .� . � � � :. -�-� :-f i . I L9 . � I , I 0 1 , . I-T I ! U i I I - I � I 1 . . ill I' * .. I - �-, - - I . .1 I .. . � 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND AD .. PECI TIONS: I � .. . I ?I . WALL SHEATHING-Sff-QE1Q6 � . 1�- �', I � 'LD SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I -,� i I I 11 , I ,� - - - i \1 I , J�ENT TO ! FLEXIBLE,FINISH-MIN. '/,a", 6, APA R D STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE-AND 6" 0.%4ff 1 � , �% REAKS AND KING STUDS. - - NAILING TO �INTERMEDIAtE "'�� . Y) __ . .. ` , I S 6" O.C. MAX.--'. . ; � 24/1 III L --------J 11-- -�--, I I ROOF I ; I FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDER�Q_aRWL F ,� � 1-1 I ',�� � < I 1 7/,6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE A�N-74r' O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I �71 - 2. WASHERS SHALL BE SLPTTED. I I (LION). TRUSSES, OR Uj 11 I- ,--,% I I I � STUCCO.FINISH -I - 1,k �. � � I ,1.I I I I 1 FLOOR JOISTS. I Z, , Ln Uj n I � LTY §iORY 3. AS AN'kXRNATE TO THE 3"X3"XY" PLATE 311�' 1W I � I I I mu ,� 4 -�W.SHER, A / 111/2"O ROUND � I WASONIR I Y SE CIFICATIONS- � - SINGLE S I - j � I , : 1 -05 -� I STEEL WASH%�AY BE USED. � .- -05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 - GROUT SHALL BE IN ACCORDANCE WITH ASTI C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF I I , I I DANCE WITH ACI 530 , � MASONRY HAS BEEN DESIGNED IN ACCOR 11 It - I � ., I 1, "- ! " _ I � III I I TE SIZE OF 3A PLACED AT AN-8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. , I �, I E PL W � ., -- -7 r/ 00 i I 111� -N\ Ty E �.,� I", I SCHEDUL - / 4�RO , _ 2000 psi ,PER ASTM Cloig, GROUT SHALL HAVE A MAXIM -1 ��j 11 --`m'kMR DETAIL E F, - ' '- OF AND FLOOR SHEATHING NAILING � , CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. - I ri P. W LL 5 MONS -- � 9E Q I I I- 1; -11 � I I - -7, �� � I I � � I I 'I I- . I I - �� - -�r--11-- 1. so. 1 3/4" = V-1)" I 1, �, I .0 SCALE: 3/4" = 1'-O" LIJ - - I i - - -N1 I I -11� � I �� ; CONCRETE MASONRY Jul��. I N T,, ����ESJNE -;7""WWW9Wjp,si (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL I.,�- I I I ... I I i I ORMAL WEIGHT, _ � � I - -1 i -75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE I N I � �, .. � I - I ' - I CMU SHALL BE IN ACCORDANCE WITH ASTI C90 - � I 5'-O". ` ' I -�W- I 11*k I 11, : I I ]:� U Lu REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHENI THE WALL HEIGHT I CE . � I 11 I - I. -v'"71�!-Wll%`�:�i, � � : z I I - A I I � I . I -� , - . i V," i 14, I I � I I 11 . -1 HOLLOW CoNCREC4A&QNF IFTS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE "I- -''. I ` I _ � I I I I , �� It MASONRY- MWALLS: ALL CONCRETE MASONRYUNITS SHALL BE COMPOSED OF ASTI CgOE, E GRADE I � _W I " � I I I � , I � PERMITTED, SHALL 13E 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT "I k 1 (3) ROW OF ! I I [�,,- F- < I EMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES 11 - D I - I I � ON � - -, - -1 I ' ! I USED. 'GROUT ALL CELLS CONTAINING VERTICAL REINFORC G AT INTER�§ECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS @ 8"�0 C � � WALL INTERSECTIONS. PROVII CONTINUITY OF REINFORCIN . 1. . � � WITH ,- :#4 @ 4'-O" O.C- MAX. AND AT EACH CORNER, WALL END, AND NIT AT 16" O.C. VERTJOAt,�Y, (EVERY OTHER COURSE), AND VERTICAL I SHALL BE INCREASED AS ,q ,�` --- -. GERED � ty V , , 1 2 PLY I . I , _;Q � , I � ,;��., 1 . ; - I Z In I � ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEME �111 -, - --I-- BEAM. I I 1. DIAMETERS INTO EACH %. N :, �I I - 11,-� ---1,I I -� I , 2x4 BLOCKING � � i I OINT REINFORCING SHALL BE A MINIMUM OF 6". 1 .- -,i�,�, � � - , � 0 . , ,�,- "m � -1 ,*� � . �� j/Sj,O. ,UNLESS NOTED OTHERWISE. LAP J � � I 11 , * - I� �- � � . .1 - I- -'-, . N C,4 , I, cli � � � , '"I"I"111111111I I - ,v-s��I- -, , @24" O.C. FASTEN I I � � I - 1-1-, � I I , � 1 7 - I 11 . 1 *, ,��� I � � I I �� , , -1 ..� I 1 4 ,� i I 1� I' ,� , I I ��,11 � � ' ' I I I SDWC15600 's -� - . \� . I I E -� 11 - I I x , I : I , I ---�,*/ 2i& MEMBERS: : I I . I SEE ROOF � i I I QAY-MA=mL409a-.- I I . 11 0� < W 1 1 BRICK SHALL BE IN ACCORDANCE WITH ASTI C62, C216, OR C652 FOR BUILDING-BRICK, FACING BRICK, & HOLLOW BRICK. RESPECTFULLY. I FRAMING : -1 . (T', � OW OF 10d IV TOENAILS. � I I I � � : �� :-��:", I I I I I .1 I,��, `*�, PLAN FOR EX SHEATHING VERT. 4 - (4) ROWS 12d . N . �@ 4" 0.C. I . I I i I I I - , I ,� QMCRETE'SPECIFICAnONS;- 1 -08, AND SHALL B -A MINIMUM COMPRESSIVE STRENGTH OF 30 1 DETAILS. TO OF TRUSS AS SHOWN. AT 12" O.C. . 11 . . I 0 0� I U) I � ,� I� I E CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE $HALL, I , AT 28 DAYS PRO 2x4 BLOCKING � � EA. SIDE. 2x6 I I I ! ALL�,CONCRETE HAS BEE14 DESIGNED IN ACCORDANCE WITH ACI 318 .11 - I - I I I STRENGTH OF 3000 PSI. I I�, I 1, �, 1-1 AT TAIL JOINTS. -. 2 . (2) RO OF 10d W - 1 �- :) . ROOF SHEATHING, SEE �-," ---," 11 - , ,CONCRETE AT, GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIV �- I � I I I �� I it, ,� - I I - - - I LOWER TOP 4-10d � � , ! I �, ,, ""Rmmm hliliiiilIIIII�11110 . SPECIFICATIONS BELOW. -A--'--L NAILS @` " &C. I I � , 1 (3) ROWS 12d , , I i I 11 I � 1-I % , 11 ,:�,.I� I OVER LAP DOUBLE I �,I��,nki,; 1�1^Tre � , 2! 10 AT 12" O.C. PLATE AT BREAK. I �� - i I'll . �17 1 .��''I I � 1"mm"Imm , hLLEL- -Opl... EA. SIDE. I I I I I I I � . 11 - ; PRE-ENGINEERED WOOD I I TOP PLATES. I I I " § I�1,�',,I , 2 & 3 PLY ,BEAMS I I I i rz ANQ FOUNDATIONS* RI MEN6 ' ,,, I I 01VMAKE 2x SPF BLOCKING ROOF TRUSSES. ! OR CI VIEW WALL INTERSECTION < 0 I ! 'FOOT NbS�'A S SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS 2x4 OR 2x6 POST P .j I : I , NO FOUNDATION E SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) � soil Cc PACT16W- .1. FILL RIPPED TO FIT I'll, O CONDITIONS ; * SUBSURFACE CONDITIONS, IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABIL I NTH CAP SHOWN.- 0. I " I � I W I : SH TED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM I 1557. 4 � I I � � - I I � I i ! I 0 1 1 CIII i : , I (3)ROWS OF 5" 4 . Z 1 I ' ITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE 2 I Il i i (3)ROWS OF 6W � i FOW4DATIbW PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDU TRUSSLOK � : : ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT By DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON �--,.— n 9# I ! I i FOUNDATION PLAN SHOWN � . . -Q ENGINEERED WOOD ENGINEERED WOOD I I . I I SDWC15600-11 I 4 0) I 1 DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I � i I I I 11 SEE ROOF I FASTENERS 0 24"o.c 11 1, I � , "I I I - i 1. � I 11 I kAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. FRAMING , I � P AS SHOWN AS SHOWN �% , . I co I I G SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN % 1� : I � I �mps � - CORNER WALL INIERSECTION I � UN`LE'SS,��CTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REIINFORCIN C S I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII, � 'I . I INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EA H ELEMENT. PLCES I REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 I CONDITIONS CONDITIONS i I I PROVIDEzCONTINUITY OF REINFORCING AT DETAILS. ING- 11 - i � , f EATH Y SEE ROOF I I I BAR-�DIAMETERS I SIMPSON i - I I INATE J � � 3-PLY 4-PLY NOTES: I � I 1 SIMPSON_/ SDWC15600 FRAMING I ! I I OF DB 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. i t f i ,'LAIRS Q&-9AADF;- SDWC1 5600 PLAN FOR � i I I OR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN - PLATE.I SEE NOTE 1. I-VIL DETAILS. I 1 0 0 I � SHALL BE INSTALLED OVER MINIMUM 6 I POLYETHYLENE VAP . SEE NOTE 1. 1 2. - DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. � I ' RACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. PROVIDE SAWCUTS THROUGH OUT SLAB CALL I FOR ALTERNATIVE METHODS. TYPICAL CONNECTION 1 3. . DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. ; � TERMITES. SAWCUTS: OR CONTROLLED C i I 11 NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. I I U � I I t � , TIPLE � � 5" < HEEL HEEL < 50 1. TYP. CONNECTION AT STUD COLUMNS. 1 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MUL � I WOOD FRAMING SPECAFIrA,nONSo IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTIRUCTION�LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT NTH MASONRY, CONCRETE OR I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SPOWN. j J ALL WOOD FRAMING HAS BEEN DESIGNED NOTES: � � I SED, ALL ATTACHED FASTENER SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTA-�HED FASTENERS SHALL BE � ,SOIU SHAL�, BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS U 1. TOP PLATE To SDWC ON �, ED WHEN STUD IS DIRECTLY BELOW TRUSS. I 'I, ; -,i , 1 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I i I : STAINLESS STEEL. � - 2. I MAY BE TUTED F SS CONNECTION. PROVIDE ADDITIONAL F12.5T IN ADDITION TO (2) PLYS FRA ' \1- � I I/ I � MED WALL CORNER AND � � : I . SPAC 41117 D.C. ., i I PRE-ENg]NEERED WOOD USSES: S C - I ; SHALL,EEAR THE S NGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH I TPI, AND TC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS /0-5� ROOF U SIC NECInON /1� BUILT-UP MEMBER FASTENING 11 I INTERSECTIONS STUDS CONFIGURATIONS : 11 I I , -TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY 0 DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER ,COMMENTARY, AND - 11 I � INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS I -do �I I I " AT STRAP S, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON I I WOOD TRUSSES, HIB-91. \ZL.0,11 V 0-0-j i � I I >- ! I I RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLAT PLATE FROM EA. OTHER. I KING STUD TO TOP PLATE: � I � � SINGLE PLY,TRUSSES, PLACE STRAPS DIAGONALLY ACROSS I TOP I - I , 0. � DESIGN I 11 SDWC15600 SCREW. SDWC SCREW : 1 11 I I I R FASTENI I I � I � I EN 'CRJTERA I � IROQF COVERING SPECIFICATIONSw SHINGS S . COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFkCTURER'S REQUIREMENTS. CLAY -, NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FAI TENING: 0 I I IGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT DS OR OPENINGS LESS I SEE DETAIL AT RIGHT. NOT�,REQUIRED � � 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DES INSTALLATION MANUAL." AND THE MANUFACTURER' ,,, EMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTI E1514 AND BE INSTALLED .1 -6" FOR GABLE ENDS. t (.> � � 11 THAN 4' I GABLE ENDS. J AND TILE, ROOFS SHALL 13E INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE ALL METAL FLASHING AND VALLEY MATERIALS. . ,I I I � ! � I ACCORDI I I TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBI F FOR THE DESIGN AND INSTALLATION I KING STUD 11 I I I I . I � � ! Uj I I I 1 � I I SDWC15600 � TOP PLATE T_O HEADER FASTENING: -1 i " 1, I 1 AND i : 11 I I I NOT REQUIRED AT SEE DETAIL AT RIGHT. NOT REQUIRED I I � I . . - . - -4 1 C-) i I ! WAjeRPRobFjNGa -- - P I . - . I I I - I I TER PROOFING. -\ : FOR GABLE ENDS. \ \ �' I D A : I ." I 41 � - �� � : THE`CONTR ACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WA I .. � 11 i :GENEINJO-XL li . I 11 � :�n I THAN 4' � . � I � I I I I 11 - I I � F 41) � � ,� . 1i � : ! I - I m 4- - I � PLATE TO HEADER: � i I I D FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND AB3REVIATIONS KIIING; & I --] & JACK �j JL-L : - I I, � � KING _/ I I � I I I woo I I NOTES I I -1 STUDS SEE - 24" O.C. I ; � I I , 11 I I - f I CONNECTION I INTERIOR LOAD BEARING WALL I SILL I DO NOT SCALE DIMENSIONS FROM � I T ,,, 1,, I I . - I HE ' M SILL 2X6 WALL THESE DRAWINGS,IF A DIMENSION IS i FACE NAIL 2-GUN NAILS @ 12" STAG. IV-011 (11I SCHEDULE - � TOP PLATE ,TO TOP PLATE -0.1 ��� 11 . - \ - 11 11 ,I UNCLEAR REFER TO THE ��,�'�'�-,� MEMBERS TYPE LINTEL DIMENSION MIN. BRG. ' MAX SPAN M BUILT-UP POST IN THE WALL . 1.) (2)12d I -�L HEAD QI \ I I i I I L31/,x31/2x1/, 4' :�� GABLE X-BRACE, SEE DETAIL 104S IN-L NAILS E.E. -" P S SEE I 11 TRUSS TO N ARCHITECTURAL DRAWINGS OR I I I I X 14 6- 1�I IV-0" (2)2x3_1/2 HEADER SIZE. JACK AND ROUGH OPN'G, SEE ARCH. 11 HEDULE : PWTE- SDWC *... I CONTACT THE E.O.R. I Top,:,I LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS I* . DESIGNATES SHEARWALL. THE KING STUD QUANTITY. I OR SILL KING STUD TO FRAMING BELOW.- I S W , I ; — - ! . '�� i TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS - \ L CS18 STRAP w/6-11CI � ROUG N'G, SEE ARCH. 41N I : 'DBL. 1-501/2"W, 6' le-o" ----------- HIDDEN LINE DESIGNATES SIDE OF SEE ! � -- - I--,---- -1. WALL THE SHEARWALL SHEATHING - . I I — �� � TOE NAIL (8d 0 6") GUN NAIL @ 6" 1 TO BE APPLIED. 8d 0 3/6 _� 11 EDULE � NAILS EACH END. STRAP .- A � PLAN NAME I � RIM JOIST TO TOP PLATE— .. I"W, 6* I:r-O" I SW 3"/6' KING STUD TO 80117TOM ATTACHMENT CAN BE INTERIOR OR - - X - I I ! — DESIGNATES 8d COMMONS @ 3" . I - - . - -*N- CAPTIVA - CLASSIC j CEILING ibl'ST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS .--, A, � . Q I I � OPN G. SEE ARCH. � I r ) � ! L7x3'/2*X'/- O.C. EDGE & 6" O.C. "IN THE EXTERIOR SIDE OF WALI � I I- � � (3-16d) 4-GUN NAILS - FIELD" , SDWC15600 SCREVIL (*MT I - I i STRAP NOT REQUIRED AT THE-\ � — I DESIIGN/DRAWN/CHECKED ,qEjL.!N9�9I$T, OVER PARTITIONS FACE NAIL I 1 3 � i .; — 1. STEEL LINTELS TO BE MINIMAL 31r SHEARWALL HOLD D01111111IN I FOLILOWIIII GABLE ENDS OR 2 7 - I - . PLATE TO HEADER: , 0 QS KM /LAP I . I I I � VENEER GABLE ENDS OR 2- THAN V OR OPENINGS LESS - 24" O.C. 0 a (j I DATE � 11 TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED MANUF - Manufacture WALLI - 1 3'�6- . -11- 2X4 WALLM � I I I � - SPECIFIED. NOT REQUIRED A - - . JACK TRUSSES LESS . 0 - / I CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK I - Long * : . 11 I . as 9 JOj,ST/TRUSS, TO PLATE -- PAINT. .. - I 11 , I ! 08.11.17 1 —-11111111EATHER BOT - BOTTOM I MONO - Monolithic THAN I ,- . � -------1 TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - O,i Center Srhij A � I I ! . ! ; -,, r4j gr- I - RAFTER To,�PLATE _ (3-10 -GUN NAILS 2. LINTEL MORE THAN 8'-C". SHOULD : NRY UNIT OSB - Oriented Strand Board �� � w z I - IN � , � SCALE � JACK RAFTER TO HIP TOE NAIL d) 4 BE LATERALLY SUPPORTED NOT TO I - DOUBLE PERP - Perpendicular I . 11 -T, , �& I . m - � . I IIJ . I - I . KING STUD TO FRAMING BELOW: ll�- I AS NOTED � I 11 �, . Ir . . I CC igr '. , -t�. .�, - - ,� I TOE . �� I 11 , � .�. 1117-- I'll .. - 11 11 i LPA No. : . I - � PSIF - Pounds per Square Foot . . . � 1. . I . "a" ""� - ; -16d) 3-GUN NAILS .C. w/ 2-V4x3" WD. ��, DIA - DIAMETER PRE ENG - Pre Engineered � , , �'. 9 (2 EXCEED 6 FT. 0 . .. . i ROOF RAFTER TO 2x- RADICE BM. NAIL - I UNTEL : . , � .. CS18 STRAP W/6-10DXlY2 R��2, I SCRE � , . . -- .." I � i � @ EDGE . I . ... �� . ,i � ��. . ,.� � 7z NAILS EACH END. STRAP ATTACHMENT CA , -- VERTICAL SLOTTED HOLE FOR SCREW. � I - ; . 11 11 : TOLL-17-00720 i ,ES FACE NAIL 16d@ 16" O.C. �1�� SEE NOTE 2 quare Inch . 4 i . It I A i ! TOE NAIL (3-16d) 4-GUN NAILS WS INTO HEADER PROVIDE A V2 . ATTACHMENT PSI - Pounds per S 11 � , , , BLOCKING FASTEN "�STRAP NOT REQUIRED AT THE FOLLOWING: � ; CONT. ,HI TWO PIEC STUD OR 2X10 11- INTERIOR OR EXTERIOR SIDE OF WALL. I 1 I - ENGINEER OF RECORD 1 3 a. i L - 3. BRICK VENEER ATTACHMENT: Qjick rie C1 CI E PI ATE AkHOR STRAPPING NOT REQUIRED - - I I --- � I CONT. HEADER TO STUD; — OT - _/ ,L I ju ?:mi = � CONTROL No. I I � I I I W/8-10d COMMONS J'GABLE ENDS OR IN � : I I LE PLATE TOE NAIL 1(3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINIF - Reinforce LOCATED W11HN I " AT LOWER LEVEL HEADERS -1 r. - W 0 1 F I . -JACK TRUSSES LESS . ! 5250 I : I ,— I LIFLASHING FEIC - FLORIDA BUILDING CODE SF - Square Foot 0 1 I ...... _V_ A � � L CKING FACE NAIL 1(16d'@ 16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 110mph HIEAI S' " MAIR UNLESS SPECIFIED ON PLAN - U 0 0) — PACK. OMIT IF THAN 8' OR OPENINGS LESS ! 'SOLE,PLATE TO JOIST/Bt�,O FDN - FOUNDATION SPIF -Spruce Pine Fur HOLD DOV&4 IS SPE I MULTISTORY 11 SHEET ' WINU-201,1r- VERT. TIES 0 16" O.C.). SEE PLAN LIBRICK LINTEL, , I SYP - Southern Yellow Pine 11 NGLE STORY I ,,�,I�' (STACKED WINDOWS) I I THAN 3'-6" !; ! I - I � I I I 14AIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN THRU - Through I I �'.-� UNSTACKED WINDOWS) ,,, I I ! I I , � 19 I "I I :" , I i , , , , � , , * , - - - - - - - - � F— SEE — — ��, -27 Jif " ,- 11 li� � - "I -1, I 11 F711 � lill", � r, 22"' Iml, m 28-8 _ +21.8 SP ` f[ _ _ ' �"� I - :DER) I rARCH I__ TRAN OPTIC S. PE NENT TRUSS S I E_�_�� ", ", 'T"", I 42-�- 1 r,=!-- 71�--� ///- / .'\ , � � . 0�\" ttovll � :-"� ' I I - 'VL-- 7--j,t ��;-���� 2050 480 _ 50 r52 n f T\�- ,I -\ ,� 1 14 - — � 4 / - I: . . . .7- - 11� - - - - , , 11 L- --4 0 - 1 7 / * , , ,, * ,* - - - - - I �- � 3%0.1131"o = GUM NAILS 2"xO.113"O = RINK SHANK 12" OF OPENINGS. PROV1DE3/,,,"0 WEEP TYP - Typical ('�8 TYPICAL EADER... PPING I'� I I It � � I 2"xO.11113"O = 6d 2'/2"xC1.131"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL IUON - Jnless Otherwise Noted 01j. 7 1 - IS0.0 I � � I : I -1 11 I 3'�4,1148"O = 10d 3'/,"xO.162"0 = 16d FLASHING. 0 BRICK LINTEL I VERT - Vertical 1\�-O I I ! � ! . I � - Nelded Wire Fabric � SHEET 1 OF 9 - � �� I I 11/2"xO.1148"O -- 10dxl'/2" 11/2"xO.1 31 11 0 = 8dxl 1/2" WWF I I I I I _____,,) � I I I I . I I � I I I I � I I � 1 � I �; i I � I I I I i i I I � i i � I I I � I , ; I - I - I I I I I I - I I " I I . i. 2x6: SYP#2 BLOCKING NG BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w 10d ® 4 O.C. FASTENED TO TOP - PLATE @PLATE w 10d 3 WALL SHEATHING O.0 STUD WALL'FRAMING .- 8d COMMON.WIRE-NAILS w/ 2x SOLID BLOCKING » i AT SHEATHING:EDGE TO BLOCKING: ® 3 0.C. 6 DBL TOP MAX PLATE NOTCH HEADER I I 1 BLOCKING NG ONLY REQUIRED URE D BELOW T OP PLATE ' AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. : i Lou\ ntl o and d SS. ATTACH EACH. W FINISH P RCH SHEATHING ALL ; STUCCO 3 EA � ' 5 8d COM HEADER I . ST IFI . UD w S f SPECIFICATIONS 3 Associates,16 NAILS AT A o c ra t e s I PORCH EA. Inc EACH ' SIDE `END' H . - I I AA B L OW ' FRAMING G INTER SE T C ION. (MIN.N. OF SPLICE 16d COMMONS nl HEADER ' OF SPL C 8 G N .NAI , COMMONS I U LS CO BRACING C� 16d 4 SYP 2 HORIZ. BRAC I » 2x I _ » .. 6 16 d BE TWEEN EACH TRUSS @ 8 O.C. I SEE PLAN ) I 42 0 ICE Osceola Avenue C. SHEATHING SPL ® 8 0. S E I - BETWEEN OUTER WALL I 24 O.C. BE WE HEADER 8c SUPPORT: PO A I ; , FULL HEIGHT I I TRUSS. NAIL 2 MST ax. beach` & FIRST INTERIOR POST PER PLAN. A24 Florida I ANCHOR R a 3 25 0 I WALL 0 0 DTT2Z - RIBBON L� CONT. R _ STRAPS M ® I PERPENDICULARP - _ 8d CO 0. 1x NA LS ERP N EACH END w 3 13 3PERPENDICULAR CONT. RIBBON MIN. AR TRU - Ph. -CON / 2 2x4 WOOD SS 242 0908 Fax.24l 9 . ARD TYP I „ HOLD DOWN AT O 557 BO 3 O.C.TYP " ( TO BOA BELOW. I P DJ. ( ) BASE OF OST. F ( ( ) L. CA# 8344 SO EACH SIDE DETAIL BCA#3579 ' FLOOR �---- I P TO PORCH HEADER. WALL '..I OPTION A FLOOR t _ OF SPLICE I TRUSS S - 1 HEATHI 0 R » NG FL 0 POST BAS TRUSSES TRUSSES. 24 16 GUAGE E. RUS _ T - 0 P 4x4 POST.ABU44 I YP STRAP w 11 24 16 GUAGE OR JOIST. 2x4 S 2 / STUD W OR JOIST # E OW _ x6 ALL FRAMING B 6 POS .ABU66 ING SPLICE T SHEATH -STRAP w 11 1 AGONAL 10dx Y EA.'END z v» W 2x SOLID D BLO CKIN G LSTA12 Ital FOLD tt II ' ED OVER TOPEDGEt a -_ 10dx1 EA. END' t r TEN EA. FASt _ 2A b . AT EAa H THIN G t , a e 4 r , DOUBLE TOP P � LATE 8d COM s� MON WIRE N f AILS P � I LATE w / 5 1 Od NAILS i » END w R H. POC CONTINUOUS �• 0 0 .. OVER � or PLYWOOD _ T s e INT 0 BL0 �i O TOP CKING a _ .. . PLATE & 5 ® 3 O.C.0d CN COMMONS _ . 3 10d e 1 . » PORCH R o A POC HEADE SLAB HEADER ADER ». s �"4 a . ARD --- -- \ . M BO NAIL RI Y 6 S INTO 'BEAM. P Y4" SPACE . A. I 0 P 7 SE PAN » ♦ O E L v' THAN d . I i :SHORTER 1 ,- A I ITS16 MAX 4@ 8 d"sr' 1 O.C.0 C. OMIT IF WALL: M . : CEILING a s ALIGN 5 SYSTEM. A J� I FLOOR S JINSTALLED L00 .. TRAPS SHEATHING I . R S MSTA24 OD t AMING I WA L FRAMING „ WALL FRA MINTtS�HE,A- U WALL FR L � r LINE ROOF TRU � i SS AL JOINTS WITH TH .. VERTICAL I _ 0 I ON FACE OF I _ BEAM E OXIED 6 MIN 0STRAPS 6_OR J01PIST _tN SHEATH GWALL HIN SPLICEGINSTALL FLOOR TO . � -FOR P RPENDI. CULA J01NTSR-F1LAN VIEW OJ VIE P F ELEVATION VIEW OF ..ING P R TRUS FLOOR STRAPP E S CONNEC TION1P- TRED ..NYRE UICOM 8 GN .dBLOCKLNG 0 L O 8d RD PORCH HEADER PORCH HEA .• .PORCH. H DERS ,OPTION 1 OR 2 SEE DETAIL .. I OFANDB ABOVA SNAILSARW LLAT_SHE AH SDE CONTINUOUS�` A OUS 2x6 SYP 2 A �• A I I T POS # A e T A FINISH STUCCO I FU S SPLICE LL HEIGHT . : • OF :LEDGER FASTEN . I WITH `Pq! _ OPTION 2 R A O . e L s ., OPTION fi ANCHOR OR DTT2Z 5 s 0.131x3 EA. . STUD. e P o0 P P A I , ..:TION ARD OP _ RIM BO TRUSS PARALLEL APA FLOOR , G HOLD DOWN AT s .. OVER LAP SHEATHING a ,: MIN. 2 2x4 W D � a » s E� „ r .I a t s. a R PFS OF GREEN s �� a W � z BOARD w 5d :COOLER NAILS-@ 6 O.C. EDGE i s . , / GYPSUM ) & FIELD BASE OF.POST BELOW. & 1 A J. O P . , OR ; OPTION B ARALLEL 'TRll, ' L TO PORCH HEAD NOTE Christopher DET 15tU heC OS :bR PLYWOOD, AIL A Sabourin TE B L OOD NA PE w ` Sd COMMON ILS ® 6 <O.C. GE A OR GREATER) ED AND FIELD 12OR3: / ) 1. CONTRACTOR MAY CHOOSE OPTION s ( , / S ARE INSTALLED I. F TO FLOOR STRAPPING WHEN FULL HEIGHT I THREADED ROD E 2. CONTRACTOR SHALL LOOK 'FL [' E'#71461 PI OPTIONS D STRAPPING SHEATHING AN S TY `ALL S PICAL PO WAL T FLOOR W TYPICAL PORCH FRAMING DETAILS PORCH BEAM CO 4 LAD T ' 1 FLOOR O 2 TYP RA LS 3 NNECTION WHEN J. O ROOF CONNECTION OTE D SEE CONSTRUCTION SPECIFICATIONS_ S01 IC TIONS FOR ROOF REVISIONS S0.1' S0.1 S0.1 DATE ' AND WALL SHEATHING.AND STUD.FRAMING. y SEE IL 5 .1 FOR DETAIL SO 0 I DIAPHRAGM ATTACHMENT I WHERE APPLICABLE LE r i a -`IF TRUSS REACTION EXCEEDS I 2300lbs PRO I VIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS S FASTENED T TRUSS -2x4 NAILER FASTE 0 ROOF YP 2 N LE A A BOT. CHORD w Oa31x3 @ 3 O.C. A 2 SIMPSON H2.5T. i TRUSS. / » II I� �f A B FIELD ALTERATION FLOOR OR � TENED TO SHEATHING w 8d @ 3 O.C. ROOF : 2x4 SYP 2 CATS AT 12 / # CONTRA SS. CTOR 5 ROOF TRUSS. TRUHALL CONTACT LOU ' 1 i O.C. FASTENED NED'TO TOP SDWC 5600 ONTIGO& ASSOCIATES I T I » 11 V, PRIOR O / I: 44 _ a SHEATHING.FASTENED TO PLATE w 4 0,131x3 ® 32 O.C. MAKING ANY STRUCTURAL FIELD / » II II II LI 1 MAX. MODIFICATIONS TOP PLATE W' 1Od @ 3 O.C. O CATIONSWHICH'MAYVA Y COMMON. / ' SCREWS R FROM THE INTENT F O THE ORI l G NAL CONSTRUCTION T10N I SHEARWALL ' DOCUMENTS:ANY 1 M 6 FIELD IELD`tTERNAT .056 WALL B D ALTERNATIONS MADE PRIOR TO 2 CONT. ATTACH D 2x SYP D D BEING'APP , B C ROVE N w B C D BY LOU PONTI GO& EACH E D FA T N CATS7 SHEATHING S E C P PLATE AND TRUSS C TO TO ASSOCIATES , » I S GATE 5 MAY RESULT IN AI .1 1 3 COMMON TOE NAILS 3 0 3 x ADDITIONAL ENGINEERING 1x3 @ 3 O.C. EDGE OF G EERING OR w / 0.13 E Y OVERHANG TOP PLATE. INSPECTION FEES. 2x MAY SHEARWALL C C I R1 SHE ARWALL. 0 H AR WALL » „ S E EXTERIOR WALL _ 8d 11 6 SW 8d@3"/6"r ;, I I T W SEGMENTED SHEAR WALL ED` HEAR ALL ALTERNATE B ALTE PERF STRAP .KING POST TO ALTERNATE A NATE C ALT_RNATE G POST BELOW WITH 2-CS16 STRAP KING POST TO I : W WITH POST BELO H :2 CS16 STRAPS WHEN S _ _ E FULL HEIGHT I A TO STUDS A UPPER TO LOWER STUDS » Q ANCHORS ARE NOT USED STRAPS,WHEN FULL HEIGHT E ii , CS1 t , d®3 6. 2 8 STRAPS 10d @4 0 C 6. S18 STRAPS SW 8 K SW8dT! 2 FLOOR DEC d I i ROOF / ( ) ( TEN ANCHORS ARE NOT USED OSB DIAPHRAGM FAS Z - 1iR RA __ FLOOR ROW 8d TRUSS. TO NAILER w 1 ENO STUDS TO FOUNDATION / O 2x4 SPF#2 CONTINUOUS' TRUSS. STUDS:, FOUNDATION 1 HAD E ER DOWN ,. CONNECTION TOP �, ..,,• w d@3 6. HITS OR HDuS HEADER UP CONNECTION @ 3 O.C. FASTEN TO ;rf„ x. LEDGER FASTENED ® / ,�. SW 8d® 6. HT'f OR HDU5 8 I< „/: .,.., OSB ,�� BS W ROWS / TRUSS WE IT PLATE w 2 is ! 4V -< i ./.,. � - CONNECTION „ /,, r PLA ANCHORS C SOLE PLATE ANCHORS CONNECTION ' C I O OF Sd @ 3 O.C. ,f �% BLOCKING ";: w 3-0.131it3 UPLIFT CONNECTOR UPLIFT CONNECTOR : l ,, SH ARWALL NOTES o H DULE DETAIL 3 S0.0 SEE SCHEDULE ON DETAIL 3 S0.0 CALL OUT CALL OUT ;<, PANEL COMM N. SEE SG / / : . FLOOR ® V ! 2x4 SPF ,;, „�,,; .> �, ,�;,�, 1. T ROOF TRUSS M SH 2 5 32 O.C. TOP &:BOT A LSi 8 ! ,. -, FRAMING CONTRACTOR MAY EARWALL NOTES @ 32 O.C. l N D 1 ALL AROUND .: ,.... „ » YP 2 2x4 NAILER FASTE E » S ! 7 MM N @ 3 0. ` T PA BOUNDARIES AND 6 IN THE FIELD. W CHOOSE A B C D OR G. A ING WI 8d CO 0 S C. A NEL 1. PROVIDE OS B HE i X16 SEE.PLAN _ w » � B B SEE PLAN OT. CHORD FASTEN ATS,EA E B S E C CH FA TO 'TRUSS .ND w 2x4 SYP 2 CAT T 1 / S A 2 A: S. / # PROVIDE Ts L P NES EDGE » » I x 'n. 0 DE 2x BLOCKING S I _ C A TRAPS' W 1x3 @ 3 O.C. NAILS. l� .G: FASTENED T TOP 1 MST 24 S C 1 C I 2 ROWS O.i3 I . 3 0.131x3 � O.C. 0 F D 0 0 2. USE ALTERNATE A. O O S16 STRAPS O I RI ...,.E "INTE OR » , `PLATE w 4 0.131x3. F SHEA ' CK ST I F v H END 0 RWALL . KING & JA UDS AT HEADERS MAY SERVE AS AT EXTERIOR WALLS 2. PROVIDE A MINIMUM O 2 STU S .EAC S D I � / FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED SHEARWALL HEADED ROD SEE PLAN _ 1 sw 2 _ COMMON. ENDING ING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE <U.O. ,� _ SHE �-,�„1J �- OR Hl•T4 HOLD DOWN AT BASE U.O:N 5-16d NAILS , AR L OR li >. TRUSSES. ( ) 1 EXT€RIOR WALL - .,. �. FA N TO ROOF OR FLOOR TRUSSES PER 5/S0.1 (TYPICAL) ,. _ 3. FASTEN ALL IN1 ALTERNATE E _ ,. ALTERNATED - _-.�:-• ; . 3. USE ALTERNATE r ARWALL PER D W E F FOR FLOOR T vW SHE DETAILS ON S1.0 4. INSTALL INTERIOR FOA ,s 4 T ATTA MENT � i ; > f ._ . EA ALL , S 1�C/A ELEVATION HEADER TIE DOWN 1 WALL ATTACHMENT AT ROOF � FLOOR s TYPICAL ,w,.la, 7 5 SHE KING THIN FLOOR SYSTEM OtED L 5 EM AT S TS. S0. WEND POS 1 THIS DETAIL ONLY APPLIES WHEN -; S01 PROVIDE SOLID � NOTED ON PLAN i S0.1 ,,, t I I � Z cL I 0 0 I � Q T MULTIPLE BRACED TRUSSES .. 4 12d E AS INDICATED 1N -MUSS SPECIFIC ONS. I I IS 8d COMMON N NA L x4 SINGLE 2 SYP : � OUTLOOKERS BRACING AND SPECIFICATIONS � /►'� „ NAILS rL # : J L/ J ROOF ) ATIONS C. TYP 00 ( » 3 0. _ 1 t AT _ _ TRUSS S BRACT _ � NG . ALL BRACING LUMBER SHOWN EXEPT - TR ) ,. USS N N � L CKI G. FASTEN FOR R B ACE SHALL BE 1x4 SYP 3 1 3 # Od OR H 2.5T HURRICANE CLIP fi U E @ EA. ,. �. OR BETTER OR 2x4 SPF#2 OR - ._ - BETTER. o STUDS WALL a_ STUDS x R �> • ALL D 2 6 0 .:: W x12 OR 2 2 2 2x4 SYP 2 LEDGER ( ,._ . UT L00 ( KER T TRUSS. » ,. (LION) » . , AT 16 O.C. R FR .. x TO ROOF - , FASTEN _ AS AT 16 0.C. FRAMING BELOW 1 RAC PER co I„ 6 10� ,, __ DIAGONAL BRACE 4 1 NAI AT 'I 2d LS EACH RAFTER H , ._ 2.)BRACING_• G LUMBER SHALL I THING L NTER A , SECT HE APPLIED D F S COM _ 4 TRUSSES A PL E ) R00 MONS . .. . II THE WEB OF THE `I s� BRACED TRUSS, PER.. 0 VER AN' TO BACKSIDE OF WEB. t ,E < FLAME RAFTERS SEE PL - { II DELEGA TED TR . USS ENGINEER..,, E G EER >.... . .. W 2X6 3. PERMANENT PERMANENT BRACING . . II ) C G ANGLE BRACING APPLIED TO ROOF TRUSS WHERE- NOTED ON MFR.TRUSS-/ TRUSS M R SHOP ROOF U P IL M S SI ON I. H � w 10 8d COMMON : i f , FR I OF W BRACE ONT SDE EBS. 1 DRAWINGS. THE CONTRACTOR BL. S 2 LEDGER AI II CONTR CTO SHALL 'i D NAILS FROM C H YP M AF EDG R ATTACH RAFTER TOL E SYP. 2 LEDGER # , # PROVIDE. 1x4 SYP R 3 0 BETTER T EACH STUD, THESESTRAPS ATTACH 0 E LEDGER II PER , AND E T R MEMBER.R EACH STUD, P R 0 ROOF E BE . .TOE I• 2X4 T-BRACE. ONLY SHEATHING UP _ . -BRACE: BOTTOM CHORD BRACING PER SCHEDULE BELOW. 2x4 SPF#2 .. MAY BE OMITTED T BRACE FASTENED TO SCHEDULE BELOW • . 1 LI , BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE END TRUSS. . : PERPENDICULAR TO TRUSS BOTTOM „ . . . . . '„WEB w/ 12d ® 6 O.C. ,I tl .. LENGTHS CHORDS AND AT - LENG S > 8 0 . _ ATTACHED TO EACH RAFTER LENGTH T BRCJ I - $LE LEDGER E To BE.THE EDGER B DOU ALT, TO BOTH H3 ABOVE A SIN L II TR - THAN 4- 'FASTEN w 10d COMMONS US WITH 2 Sd COMMON NAILS. AT LESS 0 / SAME SIZE, SPECIES, PROaDE MTS12 R- CS16 DIRECTLY » 2 2` SYP BLOCK ® EACH jj i(R ;1 I I GABLE END WALLS PROVIDE DIAGONAL VERTICAL @ 6 ON-CENTER AND R S VERTICAL GRADE AS WEB VE F MEMBER. N CONTINUOUS LATERAL BRACING SEE R00 BETWEEN OVERFRAMING RAFTER . G' BRACE. FASTEN EACH AT EN WALLS ALLS PROVIDE_DI DIAGONALS EDGER SIZE & NAILING II ALS REACTION. L ER SIZE & NAILING TO BE BRACED. REACTION LEDGER TRUSS SHOP`DRAWING FOR TY. AND AND ROOF MEMBER. _ 0 ; „ » E W 3 10d TOENAILS APP t (APPROXIMATELY O SCREWS I I ( 45%) TO THE �x6 SDS:SC E 5-0.1310" 0- 2345 2x8 w 6 0 7 5' 2x6 w185 /a A N. , 7 / / LOC TIO IF MORE THAN 1 LATERAL . - O ,. ADJACENT DJACENT » � EXTERIOR PERPENDICULAR _ , II 0.131x3 S SCREWS RAE 8 0x6 SD BRACE 1§-NEEDED, AP RA w EEDED OVERLAP BRACE 2x8 x12 w 8 77fi t250 46 31 5 2 23 2 / a ,. / / BL, TO DBL TOP WALL l » II BETWEEN EACH LINE OF BRACING J U w 10 0.431k3 h AS SHOWN. 1251 1540 2x10 / PL / 2-H2.ST TO FORM A ZIGZAG PATTERN ALL A 1540-1850 2x12 w/ 12-0.131x3 CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF BLOCgNG AT PANEL JOINTS ADJACENT MATERIAL THIS RE IRM N QU E T IS NOT RF RAFTERS T IN OVE .RIME N ITO TI OF 0 TRUS FRAMING. ECESSARY E S „ „ AT HIP ROOFS. A A RIS INDICATED 1x3 TOE NAILS � 8 O.C. 0 ALSO N WHERE LEDGE 1 Fn�ER A NOTES: ALONG EXTERIOR WALLS PARALLEL TO N TRUSSES BEAR AT THAT LOCATION. BOT. CHORD OF TRUSS ON PLAN AND 0 BOTTOM CHORD BRACING PROVIDE } THE LE DBL TOP PLATE DIAL , ONALS I T ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE N HE END SPACE I 1 BETWEEN THE WALL AND THE FIRST 2x4x6• SYP 2 LATERAL BRACE EA. _` ,, ABOVE. ATTACH ROOF DECK PER GENERAL`NOTES. # „ B 8-104 LSTA12 ® 48 O.C. R DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A ' X-BRACE w/ 2-16d INTO BOTTOM � COMMONS MAXIMUM SPACING OF 20 F CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ FEET. BOTTOM- TYPICAL A C L SOW+C15600 ® 36 O.C. OMIT IF 1 GABLE END B RACING PE MAN LEDGER CONNECTION s DECK LEDG AT OVERFRAME RAFTERS 10 EATHING ovERLAPs GaBLE.1z MIN 11 R ENT TRUSS BRACING WHEN 8 WHEN „ _ [�') q NNECTION BY TRUSS OTEO I~~�l M NG OTEO' TRUSS TO LEDGER CO :1 USE THIS DETAIL T FASTEN OVERFRAMED ROOFS VALLEYS ETC. S0.1 _ SOs1 SCALE. 3 4 - ,1 0 S0.1 SO ( NO FES. 1. SPACE GABLE END BRACING ® 4 6 MAX. / MIN 2 PLY STUD U MIN PLY ENGINEER. NOT SHOWN FOR CLARI'F`Y. 2 L STUD , _:I 2. ALL MATERIAL TO BE SYP#2 I IN LIEU OF 2 STUDS IN:LIEU OF 2 STUDS D ITS ACCEPTABLE ITS`ACCEPTABLE GIRDER TRUSS DETAILS AA TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT ; _ MIN. 2 PLY 36» LONG ST » IWASHER , � XI UD 36 LONG STUD OR � : ` PLAN BEAM C? 1 MSTA2 APS ANCHORING SPECIFICATIONS O STUD _ _ V FASTEN w 12 �p O / FASTEN w/12 k F OVERT PLATE 2 MSTA24 STRAPS „ 1 1x 0 3 3 GUN 0.131x3 GUN NAI z RI . LS 1 NCH R ANCHORING NG _ SIMPSON -� ANCHORING SYSTEM. THE THREADED OD C HTTS OR !! FASTEN 8 10d FOLD OVER TOP PLATE . . `f 2 MTS12 FULL HT. NAILS ( ) DOUBLE SYSTEM SHALL CONSIST OF 0 A307 THREADED _ HDU5. FASTEN FASTEN w 18 10d 2 MTS12 SOLE �; ( _ ANCHOR / ) i FULL HT. R ACHED TO THE UPLIFT PLATE TOP PLATE. ODS, ORIENTED VERTICALLY AND ATT 26-10d COM ONS ANCHOR FOUNDATION MOST PLATE AT THE CONNECTOR DATION AND TO THE UPPER SIMPSON DTT2Z . . . . . . . . D - DOUBLE TOP LOCATIONS INDICATED IN THESE;DOCUMENTS. ABOVE. O NOT SCALE DIMENSIONS FROM » » » THESE DRAWINGS.IFA DIMENSION IS PLATE SEE LAN __ TOP PLATE, PROVIDE A 2 x 2 x Jb STEEL WASHER. w/8- Ya x1Y2 . UNCLEAR REFER TO THE WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS __ A O SIMPSON F RCHITECTURAL DRAWINGS OR N NUT. TYP. FULL HEIGHT THREADS TO EXTEND ABOVE'TIGHTE ED U R POST. ( ) . . A 0 FU HEIGHT HT .L E G E CONTACT THE 1 MINIMUM 2 PLY . . LTT20B (2)H2.5T 2 H2.5T E.O.R. ROD THREADED ROD ( ) 1 I STUD » „ I BOD INSTALLATION- PENETRATIONS,TRATIONS II FULL HEIGHT AT ALL PLATE E E THREADED ROD WITHIN 6 OF _.._ _ _ INIMUM Yz MINIMUM I -- PROVIDE A HOLE IN THE PLATE LARGER THAN TH THREADED ROD k 2 PLY EPDXIED 4 MIN OR GIRDER t SEE PLAN 'PLAN NAME IA RJRN Ti 2 LY AT 2ND STORY , SEE PLAN ELEVATION DIAMETER OF THE THREADED USED. WHILE TEN HD AT 2ND STORY /g THREADED , , „ STUD x6 TITEN HD ! S 0 TU , TNGPREFERRED, COUPLER STUDS PR > S LE CONTINUOUS RODS ARE COUPLER TIGHT ROD EPDXIED PROVIDE CAPTIVA CLASSIC wSTUDS PROVIDE , A „ THR A OE DED ROD SIMPS NW AL MAY BE USED IN CASES ' .. Yz ON C ORE EQUAL) 2 CS18 STRAP ( } AGAINST PLATE S I- " COUPLER 1 .CS18"STRAPS 7:5 MIN „ STEEL WHERE N CONTINUOUS ROD IS UNFEASIBLE. THE � EPDXIED 4 MIN DESIGN/DRAWN/CHECKED 1 C 0 E CO OR AT BASE OF STUDS z 0 FULL HT. AT BASE OF STUDS LATE - ROD SH INSTALLED APPROXIMATELY CENTERED '^ OPTIONAL, LO SHALL BE S ( SIMPSON TITEN H R x6 D ROD COUPLE YZ TTEN HD FLOOR TO FLOOR ANCHOR FLOOR'TO FLOOR ( ) CS KM LAP AS NEEDED IN HOLE. RODS MAY BE SLANTED FROM TRUE ( ) RODS - THD37634RC x63/ MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 21NCHES IN 10 FEET TO (� a ) , AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLA: DATE 111E NUT ABOVE THE UPPERMOST PLATE SHAW.BE SIMPSON DTT2Z STUD ROD T2Z 08,11.17 I T OVER THE WASHER A SNUG-TIGHT u N CHART TT5 STALLATIO C ROD FULL `:HEIGHT ANCHOR IN w 8 -Ya x1 � CONDI OF A STANDARD / 1rt H TT5 FLOOR T10N PLUS CNE-HALF:TURN SD CREWS _ ■ -SCALE S S BUILT UP POT - 5 BUILT UP POST , FRAMING D F atENl,'W'APPRO)OIAAIELY 30 FT.-LBS. OF TORQUE).' , A C E 011E BUILDING SEE LAN. SEE PLAN AS NOTED THREADED TO StEMIKAGE AND COMPRESSION OF LD1 HEIGHT H WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE Cal /ILL RE-TIGHTEN NUT TO 30 O ! FULL ROD o CONTRACTORS SH LPA No. HOLE HOLE SPEC;' DEPTH DISTANCE fT. AFTER ALL TRADES ARE READED ROD �I�. OF TORQUE TIH FOUNDATION, TION. i GR TO INSULA MID PRI N I I SEE PLA 4 3 TOLL-17-00720 LPER PLAN. 3 8 D / � 2x2x/e 4 2 ;.TOLL 17..00720 : „ » „ „ R B EPDXY AN CHOKING. ALL THREADED ODS SHALL E or HDU5 m 3 x3x- 7.5 12 3 H TTS CONTROL MENT / - ON L .EMBED 5 8 / a T RO No. 3/ b a 2Y2' _ DTT2Z - EMBEDMENT / 4 DRILL D. SEE INSTALLATION E ANCHORED._6 & EPDXY A i DEPTH E LTERNATE FOR ALTERNATE FOR j OPTION 1 OPTION 2 V , M MONO S I '' �� ' MONO STEM 0 TEM CHAR EMBEDMENT AND EDGE DISTANCE '1 0, fi FOR EMBED n •, .5250 3 , FULL HEIGHT T R CONVENTIONAL N L REQUIREMENTS FULL HEIGHT ROD : FULL HEIGHT ROD � 10 A FULL HEIGHT ANCHOR lg Ufa U. •� :. SHEET k D INSTALLATION CHART u WALL SECTION THREADED ROD 3 e `� / FULL HEIGHT ROD ALTERNATE s , HOLD DOWN ATT t FULL HEIGHT THREADED ROD' ATTACHMENT T DETAIL 3 14 1z FULL HEIGHT WOOD FRAME WALL.. ANCHORING SYSTEM ATTACHMENT 15 1 1s GIRDER/ BEAM STRAPPING WHEN , so.] S0.1 NATE bTEDi �SOA)II THIS DETAIL ONLY APPLIES WHEN NOTED 0N PLAN ALTES0.1THS DETAIL ONLY APPLIES WHEN NOTED ON PLAN , , ' 1 �SHEE01`T29I i 1 ! I II OVERLAP SIDEWALL I TOP PLATE _ ALWAYS PLACE 0R VE LAP SIDEWALL HEADER AT TOP PLATE TOP OF ROUGH � I STUD CRIPPLE OPENING ! I . GARAGE GARAGE HEADER, 2 20 a STRAPS HEADER GARAGE HEADER ( ) 9 HEAD JACK I SEE PLAN ER TO EE PLA HTT5 w S N - / ALWAYS PLACE A STUD.. POST.'FASTEN TO S GOAL .. THREADED . 5/g ROD I DER AT - „ Lou Po ntl o and HEA : 3 K WITH 2 ROWS OF 16d PAC . . ..... EPDXIED 12 To As ROUGH soda TOP OFR _ tes Inc. RING SHANK NAILS S ® 12 0 RN 2 20 a STRAPS OPENING 9 EXTEND HEADER TO ATTACH GARAGE DOOR THRU . . .. 2 2x4 BLOCKING JACK A 4.0.131x3" TOE NAI R TO Ls 2 A. HEADER A E sloE 42 FAR SIDE OF W LL 0 Osceola // Avenue..... TO BUCK DIRECTLY IN •• -/ UPRIGHT6x6 POST SHOWN. 2x4°ouTLOOKER AS S OW H3 �EA. X N a . Beach, 22 x6 .KINGS STUDS 2 MSTA24 .. : .. NOTE a Florida 3225 0 { ) H TT5 W DOOR { ) o D UTLOOKER AT STUD D PACK PER GARAGE 24 O.C. / I P i 2 MSTA24 .. : .. LACE GABLE END TRUSS 6 6 6. „ Ph. 242 0 I 908 fax.241-9557 THREADED ROD ER 55 TH SUPPLIER _ _ _ TO THE 17. STUDS � N FACE OF JACK .. . ., PI 2 2x6 4 0x4 0 ECE OF WALL { ) „ BALLOON FR F L.CA# 8 0o FRAMED WA 344 SC.C EPDXIED 12 ' .. : . . SHEATING INSTALL AT"UPPER: ROOF LL A#3579 0 .STUD SPACING SEE SHEATHING AN D FASTEN TRUSS TOP :. . . . CORNER 1 BELOW GARAGE HEADER 2 2x FRAMING RAMING, PLAN I AN rs D BOTTOM H CORDS T { ) 48 0 T w DETAIL A H T5 � . . . . SCH EDULE. ON EXTERIOR STUD TRIMED S BALLOON R /- JACKS ER A FRAMED D WALL 5 12d TOE E r RNER ROD I STUDS w 2-0.131X3" i 2x STUD CO THREADED AND 1 SHOWN 2 � o { ) o ALWAYS PLACE NAILS.EACH > I 2x4 BLOCKING AT NAILS AT EA. STUD.: EPDXIED 12, KING. E „ TRUSS ss sass HEADER' AT 48 O.C. BETWEEN i11 61 § §I I i !e i # § TOP OF ROUGH NAILS GABLE AND. FIRST i § b 9 3 FASTEN SHEATING TO HEADER w Sd COMMON GALV BOX § a PLATE / t P.T. SOLE d OPENING . . IN 3„ GRID PATTERN AS SHOWN AND3 O.0 IN ALL FRAMING INTERIOR TRUSS. GARAGE HTT5 W JACKS AND KING STUDS BLOCKING & SILLS TYP. I FASTEN N GABLEEN D SOLEPLA E • s Cryo 1 w 9 o- .m + ! FLOOR 'ANCHOR THREADED ROD STUDS PER PLAN TRUSS w FULL HT. CHOR AND H 4 !,,o a a” s EPDXIED _ TAHTC KE : 12 .. : A EEND SOLE PLATE HTT5 W `Q� ' vDOUBLE BLOCKNGAT PANELJOINT NAILED TOGE Rw 3 16dSINKERS ANCHOR a GARAGE WING WALL SECTION sHREADED ROD .. e s Ij o. � T 1 mm r.a. oNNED SLAB EDGE EPDXIED 12 T' GARAGE OPENING. 6x6 POST WITHABU66 h :I1I _ . h P.T. SOLE • e 8 I r e w THREADED ROD {11+ / o z PLATE s a THICKENED KENED SL AB EDGE A T I f !! � ! (� • 0 TES. EP EPDXIED 12 MIN. GARAGE OPENING. pee 0yl 1. ALWAYS PLACE GARAGE HEADERAT TOP 0F ROUGH OPENING. � �+ .°aa Nro0, I e 9 3 TI NAL SW I JR t j d 3 c A CONVEN GARAGE WING WALL ELEVATION ANCHOR R PER 01 i i ; SCHEDULE n NO FULL HEIGHT ANCHOR . Christopher Sabourr P I n E REQUIRED. � . FL [' E#71461 I REVISIONS DATE I E DER.FRA MING 2 . , BALLOON FRAMED D G ABLE ENDGARAGE CENTER ALL FRAMING wHav3GARAGE WING WALL FRAMING LESS THAN 1z 4 1MiEN . 1 GA RAGE H A TEQ .2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN J OTED S0.2 O SO S0. I S0.2 I ,:I I , I I I ;I I SPLICEI 2x6 x 4'-6* P.T. Y SPN0.2 EXPOSED RAFTER' AIL T EACH T 0 EA ROOF TRUSS ® 24„ O.C. ! PORCH BEAM SUPPORT POST _ f7k JACK4x4 IS SPECIFIED ON PLAN 'I T STUD IF 2x4 P.T. SYP N .2 JACK STUD ' SPF#2 SUPPORT. `` o AT DOOR USE 2 2x4 SP ) BLOCKING/CLOSURE FA AT DOOR' STEN L r MIN. (2)2x4 PT SYP 2 w 3-12d TOE NAILS. RIP { ...WALL J A I -'PIED ON PLAN,IF 6x6 IS SPEC DOWN TO REQUIRED DEPTH 0 0 FE D 2AX. THI G \ L ALTERATION SHEA N PRE NGINEERED x4 ' PF 2 SUPPORT. USE. 3 2 S n4M � ) # WOOD R0 TRUSSES. RATED WALL SHEATHING w I .CONTRACTOR SHALL CONTACT LOU: 1 / r 12d COMMON O 1 &ASSOCIATES dX1 N41'GO PRIOR TO ATTACH PORCH BEAM TO S18 w 7 1 Y D.C. EDGE 8c FIELD. ATT C 2 ® 6 E NAILS 8d N4 Y x3 .. A }§ MAKING ANY�C G NSTRUCTURAL PSON TT20B FIELD SIM L PLAN MEW 48 .. A H END 1 VIEW RT'POST w 2 HTS20: E C PLAN SUPPO 4 o.c. TAPCON � \ MODIFICATIONS RECESSED .IN SLAB AN BE \ D S WHICH'MAY VARY O.C. STRAP I STAGGERED FR T SCREW:' S OM HE INTENT OF THE ORIGINAL THREADED w THRE DETHER T POST TO H SUPPORT INSTALLED ATTACCONSTRUCTION OCUMENT . Y �1DOCUMENTS.„ PLATE SOLE CS18 w 7-10dx1 'FIELD:ALTERNATIONS ROD EPDXIED 4 D Y2 A ONS MADE PRIOR TO FOUNDATION WITH HTT4 FACE OF ST / „ z ANCHOR „ » BEING APPROVED D BY Lou PONnGo a s D Y RODU.O.N. EACH END 0 48 ` w �Dx6 EMBED EPDXY U 0 r_ ASSOCIATES MAY RESULT IN N B O.C. STRAP CA E F UPLIFT. PLATE I d ADDITIONAL ENGINEERING OR _ SYP#2 PT SOLE INSTALLED: EITHER' NNECTOR INSPECTION F CONC. CONC. BO COLUMN CO C ON EES � I ; ( FACE OF 'STUD SLAB SLAB , 1 , I 8d 0 3 <, : MAY BE USED N LIEU OF 4x4 OR 6x6. FLOOR FLOOR : FLOOR WATER PROOFING AT TRUSSES USSES ` TRUSSES DOUBLE LOWER PORTION OF TOP PLATE FI FVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER OR JOIST. 0 JOIST. 'OR JOIST. r I V-4- IF MATERIAL IS NOT USED.�._�. IF E BEAM SEE .OPTION. A OPTION B � OVERLAP PLAN 7 QE TION A OPTION B STRAPPING SHEATHING OPTION C' I DROPPED BEAM ! V FT TAIL DETIAL BOX C LIMN DETAIL 7 WALL STRAPPING OVE BEAM 8 RA ER 5 FRONT ENTRY JAMB FASTENING 6 - wfIEN Cn wHa� - , opo PLAN S o. THIS ED ON LA PLAN 50. S0. H S DETAIL ONLY APPLIES WHEN N0 OTEO DON L S0. THIS DETAIL ONLY APPLIES WHEN NOTE W iUj TRUSS ESOT. CHORD T R 0 m GABLE TRUSS PER 1 W :. GABLE BRACING TRUSS SS „ �. w 8 ® 12 s� / d O.C. Uj.. .;•,-. , FASTEN T P 0 CHORD U GABLE BRACE TRUSS T ! „ 0 ' WALL w 8d 0 6 O.C. / KING STUD TO TOP PLATEN .. �. FASTEN GABLE BRACING , SDWC15600 SCREW. TOP PLATE TRUSS TO WALL w 10 8d BELOW /{ ) L` EA. ':END o 0 STUD ' . SECTION A A W T L 1 00 SCR. W. sowC � „ I V 1 0 32 C. S7 UD TO TOP PLA"'I=E�` $'fl1 D. TO TOP PLAT. 1t; 4 12d TOE SDWC15600 SCREW. __ _ LL A '2x4 SYP#2 OUTLOOKERS EW. ” WC15600 SCR � NAILS TYP. SD ROOF 0 32 O.C. 0,32 O.C. _. _ .. �.., � 24 O.C. J I STUDS TO TOP PLATE sruD To BoT PLATE.. TRuss 4< TR'' SDWC15600 SCREW. _ OT I „ H3 R H2.5T HURRICANE CLIP C� EA. J A W 0 32 O.C. LAG SC -Y-x3 0 I 4 kt UTLOOKER'T0 TRUSS. HE)DER TO JACK STUD. ' t I WITH f� ND WAS W 1 STA24 AT EACH FLOOR TR , I I m I , W BOT__ FRAMING_ PLATE TO F G 5 BOT PLATE TO FRAMING „ WALL SHEATHING UP L " CS180 32 O.C.O BELOW CS180 32 O.C. @EL IZIOC GABLE EN i- STUD TO BOT:PLATE:BOT PLA, D TRUSS. I I T TO WALL ABOVE SDWC15600:'SCREW. TRUSSES PERPENDICULAR w 0 0 32" O.C. Y4 LAG SC HATH R No WAS U ' 24" I I L GABLE BRACINGTRUSS TO WALL SEE ECT' j , ON L „ I 0.131.x3 TOE NAILS 0 8 O.C. FROM BOT: CHORD OF TRUSS S TO DBL. TOP PLATE' MISC L _.. TRUSS BOT. bHORD TO GABLE , i 'Ff-%MMING LSTA12 0 48 O.C. R n ^ -ONTRUSS OR ..BEAM PARALLEL TO WALL ABOVE BRACING TRUSS w/8d 0 12 'D.C. I� o DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ i I ". SDWC15600 0 36 O.C. OMIT IF WALL STRAPPING DETAIL 1z GABLE END BRACING T PPI G DETAIL, 11 SRA 10 WALLS RA N SHEATHING OVERLAPS GABLE 1.2 MIN s41��ETAISL TRAPPING DTAILwHa� DETAILS oTEoTHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 ONLY APPLIES WHEN NOTED ON PLAN < SO THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0. ! I ` I DO NOT SCALE DIMENSIONS FROM I THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. I a. r 'i PLAN NAME _ - CAPTIVA CLASSIC DESIGN/DRAWN/CHECKED I ti I r CS KM LAP DATE I t. ! 08.11.17 I SCALE: I As NOTED I I , LPA No. I. TOLL-17-00720 CONTROL OFFICECOPY RO No. ! 5250 SHEET , r I I a i I .. 1. k 0.2 SHEET. _OF i 3 9 I, I ! i i SYMBOLS LEGEND - I DESIGNATES T FOOTING LINE I , DESIGNATES SAWCUT LINE p� INTERIOR ItLOAD s 0 D BEARING .WALL DESIGNATES SLAB RECESS I ,., Lou I'ontf o and _r 89'-0" Associates, 'Inc. � I _ I ;, , „ , » 20 Osceola Avenue 7 0 4 o a enue 3 0 7 0 4 0 l ax. Beach Florida 32250 ) _ 22'-8" 8 0 _ 5 . 0 Ph . 242 0908. Fax. 24I .9557 F . L CA#834 ) �)` 4 SC.CA #3579. 24x24 MASONRY RY P ` IER UI 1 0 B LT I )7 INTEGRALLY w S TEM WALL, I 2 -0 REINFORCE w 2-#5 VERTICAL 1 .. 2 _9 1 DOWEL BARS. TOP PIER ER IS 6 i 6 3 3 51.01 1.0 1 51.01 t S1:01 I ABOVE PAVE. , RS 2 PLACES) S ( Q ! i w b ♦ ! f v ! I _ ` 777qr i r 1 l� I , 61 , 1 n t w w �Y w I i , N _ 1 r I a O a� 7 I- MONO' FOOTING TO l^� E 3. , - F 0 ♦ O w STEMWALL w 2 5x 30 ' S1:01 � .;� I o Nr I , , O I � 1 A !� t DOWELS EPDXIED 6 MiN. ♦ k P 1 d _ h 1. I N s ! 00 r \ r l G : 1. r \ TY � : P. , ,I <,., 1. a, I d ( f. Vol)l ... t I @ @ 4 __.._ B 4 A @ ( g @a , r _ @i ...S go o 77 7 ) , : i I 2 17 _ 9 3 , i 4 2 4 8 • , 1 I , t >... : �hrfsto here L. I w � 1 SaGourin PE _ l I , i _ I I I , FLP E# t46 I �, 7B o0; 7 1 r _ 1 __ ao , r r 1 l I 1.0 I t S t . : S1.01Ln r I , I I ,.. r.. f „ I , _ I EUISIO I NS I , ATE I � 7 _ , I , , ao \ i I I " S101 ,. i 9 I . _ r M r S1.01 I ,3 0 - MONO FOOTING G TO - ^ �._-------- S 1.01 _w S1.01' r , , I T,. 5 30 � o I , A w' 2 r T M W LL � I S E � 1, 'DOWELS EPDXIED E D 6 MIN. I w DO _ , I : ; N 7 TYP. ; J ) I .. .. I I E I ; , I i - / S1.01 S1.01 1 = I - ii moi' : i , , I i : F IELD ALTERATION i , r I- C , I I ., < . . .,I _ F3.0 I -. I S TA I S '. R SHALL CONTACT LOU PONTIGO&ASSOCIATES P r , B ES PROP TO -1 D , T 2 DEEP FOOTING i - � BUIL - --_ ER MAKING A - ,_I �- CC G NY STRUCTURAL FIELD ,. MODIFICATIONS S /� 1 N WHICH MAY { I I _ w 5 2 O.C. - 51.01 I C VARY FROM THE INTENT I _ OF THE { , � ORIGINAL 6 i , S1:01 CONSTRUCTION I [ CVUOCUM : ... EM'S.ANY J EA AY BOTTOM.o . I. :. FIELD ALTERNATIONS IONS MADE PRIOR T PA o i o VERS, I r I S1.01 . I , BEING!APPROVED BY LOU NTf ,. PO GO& li I BY OTHERS S ,' A SOCIATES MAY RESULT l t N i ADDITIONAL ENGINEERING , OR I , ) » INSPECTION FEES: ',)` f 77 (0 - - ^ , _ 3.0 23 10 6 4 2 4 3 5 4 10 : 10 3 L - - - - - - -J O .. I ,<, rle O r 4 CONCRETE SLAB w �<�, � ,.,,:.x„ , , FIBERMES�4 CD? 1.5 LBS CU.YD. 7 , r y i ,E I F CONCRETE6x6 W 1.4 � I 0 OR 1.4xW 6 N I _ � N , .-- 4 , BA f WWF ON 6M1 VAPOR_ BRIER L , 3 r S1. 1 _ I 0 Al S1.01 , I - {- r s ,. , E. r , .. , IN PREPARED GRAD I PAVERS I rC14 . ( SIM. S1.01 III _ _ I i 7 s T R : I BY 0 HE S : _ _ r li 4"- STAIRS Y_/ I 4 1 I 1 _ >� I S1.01 R O ILD i; N I r 10B PER , I A CUTS E SAW C ! , PROVIDE , z , I I W I - I I P 1 I i ( 4 ! RTO 1. 1 BUILDER I 5 S 0 i fel � I I FINISHCu i, DO , COORDINATE WITH SH S1.o1 o COORD A E W I rl rn -Do , . FLOOR MATERIAL. PROVIDE 2-#4x4'-O': II J � N ti I 00 ; a � I; I _ , CORNER CRACK- / N , I F3.0 � I . . W I EPT 3 �� !. SLIDING AT SLAB M D D a. - _ GLASS DOOR I SAWCUT S1. MUST . ' , FRAMES S RECESS ,. RCHTURAL PLA t SEE A NS _Lr - N 11 0 , N N FOR LOCATO OF SLIDING � . I , GLASS DOORS. .. ... , . " " t - I 0 - STAIRS BY , 9 9 I BUILDER � W' , i , 1:01 I �._-__ - G 10B U, C!7 I :D r / S1.01 . I� i 4 I , FOOTING TO r -_. FO r t _0$) ,.. ONO w_ � L i _ ._.w x S1.01 - , > . L w 2 5x30 f STEMWAL _ : _ _ MIN _ _ 4 ; > F3.0 DO WELS EPDXIED ED _ . Iml ❑ TYP. .01 � . W S 1'?,,.,.,. , f r < V s I m I W O 9 1 3 S1.01 S1.01 S1.01 , I , » ' I 9 6 I 1 0 06 11 0 » > 78 0 U » i 89'-0 ! I 18x18 MASONRY PIER BUILT 1 � I I WALL. INTEGRALLY w STEM I REINFORCE w/ 2-#5 VERTICAL.:. II DOWEL BARS. TOP PIER IS 6 ABOVE PAVERS (2 PLACES) FOU _ 0 NDATION I I i I PLAN I DO NOT SCALE DIMENSIONS FROM ROM THESpF RAWiNGS.IF A DIMENSION IS I NCLEAR REFER TO THE F ARCHITECTURAL DRAWINGS OR I I CONTACT THE E.O.R. PLAN NAME ' FOOTING SCHEDULE AND`NOTES FOUNDATION PLAN ; GAPTIVA CLASSIC ; SCALE: 1/4" - 0 f , I DESIGN/ DRAW / H N C ECKEU TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM LAP { F2.0 2'-0' 2'-0" _ 1 -0 3-#5 EA. WAY BOT. DATE 2 6 1 0 3 5 EA.'WAY BOT. F2.5 , 2 6 # 08.11.17 I )-Olt , „ 1 , O - - 3- 5 EA.' WAY BOT F3.0 3 0 3'-0" 1 0 # .. SCALE - 11-0114- WAY BOT F3.5 3 6 3 6 #5 EA. AS NOTED > �, T F4.0 4'-0' 4'-0" 1 -0 4-#5 EA. WAY BO LPA No. >- 4 A. WAY BOT TOLL-17-00720 F4.5 4 6 4 6 1 0 #5 E I OFFICE DOPY TO THE CONTROL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED O ROL No. I CONDUITS, ELECTRICAL EMBEDS 4 FEATURES DIMENSIONS, CO FOUNDATION._FOR GENERAL ). 5250 HERE IN FOR 'STEP HEIGHTS, ECT, .SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN E REFERENCE ONLY. , I SHEET . SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. 2. FIGS. & FNI9. I S1 .0 1 P T AMI OF 95% MODIFIED i HA E COMPACTED 0 N PACTI N AND FILLS LL B 3: SOIL COM 0 PROCTOR IN ACCORDANCE WITH .ASTM D.1557. ' H _ SET F E 4 0 9 I : I '9 : TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE -TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION TR U CTIO N SPECS. I CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE , /— CORNER B A RS TYPIC A L AT WALLS GREATER- THEN12H00K INTO SLAB. 15 CONT. PR OVI DE SOLE L E .P-L A T E ANCHOR, OR 4 _0» HIGH, E.O.R. MONO SLAB FOOTING CORNER BARS {TYP.) SEE 7B S1:01 8, CMU OPEN BOTTOM LINTEL SEE3 SO.0 LouLh o ntl 3 o a nd FORTEMPORARY BRACING ___ _, BLOCK w 1- 5 CONTINUOUS WHEN SPECIFIED PLAN. ssocratesInc. LAYOUT PLAN AND SEE ARCH PLAN _. _ 1 r rt u ._ � r ..__ ; n 2 O Osceola o a Av en ePERMANENT LATERAL SLAB ON GRADE, SLAB ON SUPPORT DETAIL. 2 GRADE, Beach, Florida 322 50 _ SEE PLAN. GRADE Ph. 242x.0908F241_955 7SEE PLAN. F •CA 8344 SC.CA#3579 :.. : , , , , ' 's. , . < r 7 d GRADE 0RCONC. r 1, / � r � r e� \ r _ t I �. / r P A r SLAB SEE L _ r I l \ , s _ e Z f f F / < , / d Z < VIII,y i S� 3 NJ RT. I MATCH VE DOWEL TO t �, 8 r _ WE C 4 D 0 CMU , STEM WALL W _ . t J k\ � , r SLAB ON , ES TO . DR � �- SHOWER PAN SL ALN .. ., t OWE 0 SEE ARCH . 1 r r _ ♦ F _ SEE ,. REINFORCING L RE d 4 TEMWAL V .-, S __ _ , ERTOW { » ELS C�? H DULE ;, # 24 O.C.0ALL SC E � - � STEMWALL . .� oo .� _ _ , . ,- --s- , . . .-- R . GRAD _ d4 i r _ � � IN -. .- ._ PLAN. MAINTAIN M SLAB THICKNESS. � CKNESS.\ .. _ r ,, 90 BEN 6 HOOK INTO. _ ,. , D INTO F rSCHEDULE w z ,, . TG../ r F4V;. . < SEE. P � m M , ,- � LAN C MU, - CING .. '. s REINFOR REINFORCING .-- INFORC , I � FOOTING'. `LAP VERT RE , • _ 1 COURSE » �. _ l • s , N EATER t . _ MWALL IS GR , 25 IF STE r � , a • - , a VERT. .C�? 48 O.C. • 1 TO 6 4 , w • m # � r , � .; .. ! • is ®. . , COURSES.COU .. , _ THAN 3 • ! d. , VERT. C�? 24 O.0 \ _ , _. e !' N 1a , S1.0 TO ,. d- � 7 4 � STEMWALL SEE 1 . , dCONTINUO b r �/ .., � US b CON . , �. CRETE w � - Q O u » b FOOTING .. RETE. FOOT \ CONT. CONCRETE � < . • . • N 11" TO 12 4 VERT. (� 8 0C l { t FOOTING . .d? r .� \ / r �- «� „ � I \, 3 , C EAR l , J N r g , d , d CONT.. d TORY w/(2)#5 d 1 S � - a �s f �s COURSES TO d x 16 w , STEMWALLS OVER _6 C 8 � __ TY . NT RI J01 I TRUSS TYPE HORIZ.I . HAVE ST RY w 3 4 OR 2 5 CONT. 2 0 Christopher sto /( )# )# her Sabou rIn PE REINF.' BETWEEN EVERY OTHER 10d x 20w 10 10" F L PE # 1' ti 'COURSE. FILL CELLS SOLID. 7 4 6.1 w 2 CONT. i REVISIO NS DATE FOOTING SHOWER i 00 NG S O ER E FOOTING 2 / RECESS 3 STEMWALL G 1 ARAGE STEM WA L , 'I _ IF REQUIRED) r 1 S .01 I ' ( S1.01 FREQUIRED) - A 4 1 0 �-o SCALE: 3 / ! WALL FRAMING AND ANCHORAGE TYPICAL SPECS.PER CONSTRUCTIONS E FIELD ALTERATION ON g CONYRACTO R SHALL CONTACT U P NTf O G0 8 ASSOCIATES ATES T I PRIOR O 5 CONTINUOUS, PROVIDE 1 , ( )# MAKING ANY STRUCTURAL FI t FIELD I , _r-.A MODIFICATIONS WHICH MAY VARY CORNER BARS TYPICAL � (TYPICAL) --_ I FROM THE OF THE f CONSTRUCTION a, DOCUMENTS.ANY STEP SEE FIELD ELD' LTERN 12 HOOK' INTO SLAB. ALTERNATIONS MADE PRIOR TO „a BEING'APPROVED BY ARCH. Lou PDnrrisD r7 l I,.; » ASSOCIATES MAY RESULT IN a� L ADDITIONAL TIONAL ENGIN MAXI � ENGINEERING OR { MAX.)l /� p EQUAL TO SLAB i i INSPECTION FEES,' f� THICKNESS. ADE , 'SLAB ON GR , B @SLAB `RECESS , SEE PLAN. _ i BRICK V ENEER IS ACCEPTABLE, WITHOUT U WALL FRAMINGWALL FRAMING INCREASE !OF FOOTING 1» DEEP SAWCUT w � ,. .SIZE. k STEM WALL W Ln / SLAB ON GRADE, 8 CMU / 2— ELASTOM:ERIC SEALANT 5 CONT. SEE PLAN # _.. SLAB ON �' DOWELS Ca) 24 O.C. VERTI AL D 0 ,. W 4 CSTP _ E SEE ARCH. PLA N. m , _ Lv ,� GRADE SLA - _ ON 90 BEND` INTO FTG.: 1�- tt '' 111 f -- SEE PLAN `, SLAB ON GRADE , _ ,. ADE — -— -- _-_-_-——-_ ,. _ ,,. � r-- SEE PLAN. b n I NOTES. , ` SEE, PLAN 1 _LLP PROVIDE \ DE SA A , WCUTS TO CREATE oo / r , ' d \ , l> .r , r a , • APPROXIMATE s W CONCRETE OXIMATE 12 X 1 _ MAX. CONTINUOUS 2 :SAW » T CON C.: SLAB THIN 4 T FOOTING _ ) C' . . 0 I t _ 3 C LEAK �. 12 HOURS -0F CONC. PLACEMENT. » f �._ OPTIONAL 3 r 8x16 TYP , f y 1—STORY w �..� FLAIR /(2)#5 CONT. u » �. 8 x2o 1 STORY W/(2)#5 8 x16 , /( )#5 CONT. 10 x20 2 STORY W/(2)#5 I , CONT. , 2 ST ' f ORY w 2 5 CO -8"X20' / N T. O w 2—#5 CONT. 1 W i SAW CUT [DETAIL RIN G AT 5 s INTERIOR _ � GARAGE ER OR 4 STEMWALL ATGMONO. FO. TINS A J t.n T STEP' DOWN SCALE. 3 4 V-0" �-O ,. ;_ S1 .01S1.01 / S1. , J 0 W Z f I O TYPICAL WALL FRAMING U AND ANCHORAGE PER 3 CONSTRUCTION SPECS. PAVER BY MATCH DOOR 4 WITH SEE ARCH. RECESS , OTHERS , SLAB BOND BEAM w,/l—#5 ON d. GRADE, _ a SEE PLAN. A ON i \ PAVING SLAB - d , M .. _ /8 MASONRY BY BUILDER GRADE, D G , Z �2 X1Z I _ STEM WALL w 1 5 CONT. SEE PLAN. _ / # 4 - ; . < � , I-- DETAIL 10B I / 1— 4 48OUND I \ J \ # O.C.o c. E.J. FOUNDATION X oo .. a \ GRADE OR CONC. Ir 1 /! \ I _ Q I , J i' rte, ri MATERIAL � r SLAB SEE PLAN. / �� Y ., �/ /\j � DETAILS SLAB ON � o {{ r \ a O Z r r' h \ ,. \r �\ ,, /\ \ I N .s r- ,.� - - ;- —. _. GRADE e ., r , / SEE PLAN. LT. FOOTING AT , , _� , .: _ .. \ N \ \ \ DISCRETION. \ I BUILDERS - ----� m c DO OT SCALE' 48 o.C. OR - DIMENSIONS FROM VI # » F THICKENED EDG THESDRAWINGS.IFADIMENS \ >: a, ION IS IRS TYP. c , • 8 X$ I ROD CH ( ) — _ ._: DETAIL 1OA UNCLEAR REFER TO THE � }- W/ 1—#5 CON T� ARCHITECTURAL DRAWINGS OR . : \\ CONTACT THE E.O.R` (2)#5 CONT. 12pp w/(2)#5 CONT. PLAN NAME I 2 THICK x 20 VVID ;, L, CAPTIVA — CLASSIC DESIGN/DRAWN/CHECKED CS KM LAP _ V ' I D I MONOLITHIC EDGE FOOTING PriATE � 8 MONO 9 PORCH STEM WALL _ ICKENED SLAB 08.11.17 1 51.01 *r, SCALE a , AS NOTED LPA No. J TOLL-17-00720 . � CONTROL sa i OFFICE COPY : , 5250 , L , SHEET ,I , I ,1 01 L SHEET 5 of 9 777— a I SYMBOLS LEGEND - DESIGNATES TES SHEARWAtL. THE HIDDEN I ---------- LINE DESIGNATES SIDE WALL THE SW. 3/6 SHEARWA LL SHEATHINGBE TO APPLIED. 8d Co?: DESIGNATES Sd M b1 COMMONS f� 3 D.0 . EDGE & 6 O,C. IN THE FIELD i DESIGNATES THE. HEADER SIZE, NUMBER OF PLY'S & JACK KING S (2)2x8-1/2 / TUDS NEEDED. FOR SUPPORT :HEADER. I i Lou Pontl3 o and BEAM OR TRUSS, SEE PLAN AsSOC laces, Inc. I ANCHOR LEGEND I , I -420 Osceola Ave `i i Avenue , } x Ja ,. Beach Florida2 , 3 250 3 A Ph. 307 2�1 - DIAMETER 2 O9 � ETER FULL HEI O8 Fax. 24 HEIGHT 19557 THREADED EADED R u OD L \ SEE. DETAIL TAIL r2/so.1 FL. A# 8344 z I 4 SC.CA#3579 PROVIDEMIN. 2)INT R E MED TATE � I I JACK STUD » S. STRAP HEADER I 1 A307 DIAMETER METER FULL HEIGHT THREADED 2 2X 5 EADED R 6 /� ROD, SEE EE DETAIL 12 SO.t .PER 7 S0.1._ FASTEN JACKS ) / / E CSTOP SP F#2 2 ; - CANTILEVER IL 4 UC210 2 EVER BEA M ��� & BOTTOM w SDWC1 5600 # d e t On- _ E(2)2x8-1 1 _ A3o .� 70 2 XIAM gg I- 2 8 1 1 � DIAMETER THREADED �8,r I POST =(2)2=x8-1/1 EADED 1 / 2 2x8. 1 1 H PAST POST O / `/ ANGER TO .J -._ ._._�_._.___-�_....�.__ �_ _��._:� �-. �, ROD __. _. ..r- r TERMINATES AT FIRST F J" , LOOR ♦ r x r ___._ SUPPORT w s TR �'f ABOVE � LATE n _.__ -, E I , SEE DETAIL 17 SO d r ___...,_._� 1 , r , _.._.-.,J.a_�._ _._,�_ ,�/W9j {per a £t! ro 4 i�f Y p an a I � •.� 0 2X1 4 2 OSB WALL r 3 2x » 8 2 2 b 1 5 I A307 DIAMETER MET ♦ ER THRE AD ED .. /- � 'I I I SHEATHING. � _ ROD ♦ l� , TERMINATES .. ATE SA T FIRST FLOOR ♦ J OR O f0 I 1 ♦ / i FASTEN TOP f r . C TOP .. I (L7 I PLATE . SEE DET E AIL 12 S / 0.1 r I .. N W, ,., WALL \ E1 �L OF PER I I M / � OSB SB r WALL L S DETAIL ♦ E L 5 0.1 S SIMP SON H TT 5 SEE O F DETAIL ♦ O S 5 H S0.1 f SHEATHING. m , I / , I I STR I (V AP HEAD /q � ER ♦ .. { (n I A b l 1 } A , r' ♦ O ♦ o o PER . 7 S0.1 \ J r i r I / O O P r1p \ I 00 ,. I �. \ w r g S a IMP A s. SON DTT r. 2Z . SEED ETAIL a 1�B '"9 1 S \ C� S0.1 r f .\ J 1 > J z ._.: 1 1 I I I w I_Ir N cV � I � I. 1 P m \ m Christopher F Lc) , � Sah ASTEN To u r OP OF WA P ,,} �E ,,, � LL PROVIDE MIN. , 1 , I.,: 1 I Q I N, w I N f M I SIMPSON I LTT20 I B S ` F EE DETAIL L L15 PE# 1, sal 7146] �.,, PER DETAIL 5 S0.1: , I �- o I 2 INTERMEDLATE JACK � I / � Of i X X tr N I . I . S I STUDS. FASTEN STEN TOP N N `. I 1 & E I t I �- R N WA REVISIONS cn LL N ST s I 2 2x4 U❑ SCHEDULE Bo EDU TTM L DATE I I 0 w SDWC156OQ w E TE I „ SP F#2 2 I I .f PLATE STUD SIZE , E , 2x 6 1 1 _N LOCATION , E � I HEIGHT & SPA P CINE , OST. I w , s-1 I 1 2< EX 4 SPF#2 f I G II II II II II EXTERIOR # C� 16 O.C. I f GIRDER � MAXT , , c SHEATH o CON T. TH R 4\ , I , U 3 AB BR G E :TOP , OV E 2x6-SPF 10 z � s L� 1 1s D.C.o Cor x6 SYP 2 POS # T W .EXT E 6 �. ERIO ' F R MAX I . _ 2x4 -PERPENDICULAR _ SPF#2 , D CU @ , LAR WALL I z O.C. . I I f I L PER # OF W L A , 2 2x6 BU6 , , 6 S ti EE DETAIL TA , E . ... L 10 1 T 0 STRAP" HEAD � EXTERIOR ER _ � , „ 2z6 SPF#2 C� 1 .,� 1 I 6 1 S M. O.C.oc � S . . . 1 i N 1 L / 4 0 , SPF 2 , I f 2 / S0.1 ' , T # YP. . N E I 4� / { , , I 1 _t r r fw , I PER 7 N 10 r So.1 t o 1 _ P , QS INTERIOR , � _ T. oR - c 2x4 l f � � � SPF#2 I S ® 16 .. , O.C. t, I F 2 , , r ;� , , MAX # e , t _ N , , c f 2x6 12 SPF#2, 0 � 1 , P - 6 QST. o.c .. or ti . . I _ W INT ERIOR- , . 2...2x8 1 1FIELDN � A LT MERA MAXAxALTERATION N r r , ) / SPF#2 ® 1 2 O.C. , J / i r f o STUD N , _ O c 4 CONTRACTOR HA I � � LL CONTACT LOU2 2x 1 r 1 12 2 i P , NTI O _ GD&ASSOCIATES , 1 � OR T k t N WALL PRI O r LL , STUDS SPECIFIED 0 N PL (O ; ) AN r . SUPERSEDE THIS Q STA BLE AKIN ANY t G T : � s T TOP P , RUC LATE URAL FIE LD _ . , TO STUD. w SD N WC1560 I 0 � 4 8 \ , , O.C. R , ON T ENTRY Y :. . MODIFICATIONS, CATION W I .- 5 HICH MAY VA 3 Y „ R T 2. MINIMUM STUD SIZE. I AND , N SPACING�. ) NG ARE SHOWN.WN. FROM THE INTENT T F I O THE ORIGINAL n G NAL` , JAMB FAST � EN ING CONTRACTOR CTO ,. . .... o INCREASE STUD N SIZE ZE TO ME 'CON ET CONSTRUCTION 2x UC I CO ON T 4 � DOCUMENTS. 6x6 P.T. SYP POST SPF#2 STS:ANY 2 0 _.-_. ., .. UDS @ 12 O.C.0. Co ARC I H TECTURAL 'x REQUIREMENTS. , C' FIELD ALTERNATIONS 3 2 X 4 S P 2 ' 1N DE PRIOR TO I #� ER> 5 S0. 2 N , / N L� BEING,APP W A E 1 ROVED: BU66. SEE DETAIL BY Lou Po to s .'. '' NTIGO& I , OST EA 3.; sP C F D Ass _. DENOTES ASSOCIATES E "9 SPRUCE PI s AY NE I M .RESULT R.. Y IN N S P DENOTES SOUTHERN 0_' I r� �+ � YELLOW.PIN ADDITION G SO.1. TYPICAL E AL ENGINE STRAP HEADER PER ENGINEERING OR 1 END OF ; , BEAM.O w INSP ECTION FE I 1 E5. H AT , S E H CONT.T. o- DETAI 4 L 7 S01 USE SYP 2 FOR SE ALL TOP P t DETAIL ) L�TERIOR TES AND SOLE PLAT , I , / # ES. PRIOR TO FRAMING I ((2)202-2/11 CD 1 S .2. 5. FASTEN/ ) BOTTOM PLATE Of I LOAD BEARING WALLS POCKET FOR SGD - , - � � To { , CONCRETE SLAB w t6d MASONRY CUT NAILS 0 16 O.C. II I ' MINIMUM. SEE 3 S 0.0 FOR ADDITIONAL/ L ANCHORS AT , 1 2x4 O ______ L SHEARWALLS 3 .2x6 2x6 _�___.._� , I, ( ( ) S F 2 1 I # i I' E -, SP I S SPF #2 2 I , 2 t , c POST.T. "i 1 I T , COM .L osB .WALL P BINED USE PANEL. NOTES POST. OST. 1 SHEATHING. �: ILD { 3 EXTERIOR WALL SHEAT RING SHALL BE � {I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST II c0 W I � ST I I TOP PL , I ATE. SEE DETAIL , � -1 S0.1 F i : N , I -. OR SHEATHING Q SPLICE I ! M \ r r LOCATIONS FOR MULTI STORY.:CONDITIONS �. ( I I , ,- N W J : LUX,. I I 2 � :;: SEE SHEET S , 0.0 FOR WA , N LL SHEATHING , 4 S N f I .-. + SPECIFICATIONS. E FASTEN TOP � i >w 0 OF Ujx I I Lc� s a 0 N I I I I , N y_ _ _ .WALL P , ER: f t w 1 , UPPER MOST Iw _ ST N TOP, _ 0 PLATE W SUPPORTING E _ DRYING R0 , OF � M I �. W E ,. > MEMBERS ETAIL S SO.1 SHALL BE STRAPPED r- .., D D AS SHOWN IN II Ca Q r_ O 1 I DETAIL 1 S 0.0 m � I f 7 , , Q i I , r i 4 / i I I I L 4. U Lu NST ALL SO LE PLAT , E ANCHORS� S PER DETAIL 4: AIL" R , i 1 I N r �. ,.. i i - , 3 50.0 I r 1 S1.1 I es m1 , , I , f ,I L-� 1 I I � GEN 1 � ILL -� ERAL NOTES I 1 f E SEE DET _ 1 Q, � AIL I Q 1. SEE DET W AIL 2 S0: 0 FOR WALL FRAMING0 n .: 2 / NG DETAIL. S0.2. I m SEE WA f LL , 1 STUD SCHEDULE EDULE T � HIS SHE } ET FOR STUD m � w 1 t _ i { _ i ills SIZES AND SPACING AT GIRDERS AND BEAMS, I I I NI , I1 PR , OVID - _______,_ STUDS 1 __._ DS BELOW , t__.__. ____ _. E OW TO ' .�...___..J � MATCH BEAM/GIRDER I , G _�____-_- w i _-.-_ � t y W ( P I LIES. I , 2- E SEE SHEET W S0. { w � ! 0 FOR R V J : a x , ROOF AND FLOOR ! I 1 m SHEATHING W \ / G SPECIFIC i �G ATI ON S: .. I1 I 1 N I ,( I I 3: WHERE FRAMING MEMBERS CONSIST OF MULTIPLE s , I , � LE t __. I , 4 _. 1 : 1 i PLIES BEA _ N __ (� ( MS, HEADER, AND STUDS FASTEN PLIES. HUC210 2 _. I ) I - , TOGETHER PER DETAIL 6 S0. ER ,.., V, r _�.� x / o HANG �- , §u, (: 3 2x6 _ C �x I , � I J __._ 2 , _ S F 4. :� E STALL` , : SPF SOLE (2)PLY -12" �, r , . � 2 LE P �. LVL � I LATE AN - '' ... ., 3 ANCHORS PER DETAIL I x . _- P ST. �-- 3 sa.o LLJ POST. _- -�-�-- AM_ �:�__,w, s. AT CANTILEVER BE/Am �1 SHEARWALLS PROVIDE. DIA , PHRAGM Z 1 2 2x 1 1 , I 1� ATTA _ CH MENT P (2)2x8-1/ ( ) ER / DETAIL': 5 S0.1 TO SUPPOR T _ _ 1 2 2x6 1 1 2 2x _ SEE DET ( } 8 1 1 _ AIL 2 2x6 1/1 _. / t I GABLE TRUSS NB fATTACHMENT , m I 6. � FOR 1 R S0. 2. OF EXTERIOR WALLS T m I , / HAT W TERMINATE I 1a : ATE BETWEEN TRUSSES,-SEE 5A S0:1 7 . AT PORCHES, SEE DETAIL 2 S0.1 FOR..FRAMING AND HOLD. DOWNS ! I N I - a 0 , � I I I CS18 .STRAPPING DE l TAIL I t U CS18 STRAP A w/ loll .END LENGTH. FASTEN ; ilk THIS END - w 9 10d. / o z y w i WALL FRAMING c� y 2x4 BLOCKING R - Z 1 ROOF e w I @ 24 O.C. 'TRUSSES I 2X FI 6 FLAT RST FLOOR LOOR � NO NAILS REQUIRED I IN CLEAR R sPAN- - I FLOOR 1 SHEAT TRU SHEATHING NAILER ssEs W/3-0.1 3 0.1 (FRAMING 31X3 ,, OR JOIST. .EACH SIDE : � 0 Z� P w LAN WALL FRAMING z z SHEAR ALL OTE. SW. 3/6 CRIPPLE `STUD 1 o w @ 16 o.c NAIL TO CS18 STRAP. 10" i - w/ W D I 2 S S 6 GNATES SHEARWALL DWC15600 � ADJACENT STUD` 'END LENGTH. FASTEN „ "FIELD" AT EA NAIL( G - ® 3 EDGE AND 6 FIELD - THIS ENS,w/ 9-10d. w/3-10d COMMONS DO NOT SCALE DIMENSIONS FROM BLOCKING tt THESE DRAWINGS.IF A DIMENSION i5 I UNCLEAR REFER TO THE I SOLE PLATE ' NCH R - 0 S SEE SCHEDULE ON AR H„- WALL SHEATH( I C ECTURALDRAWINGSOR NG CONTACT THE E.O.R. OND TAIL 3 S0.0 WALL SHEATHING.: I FIRST FLOOR. FRAMING PL coNTiNuous. AN (2)2X8 SYP#2 I PLAN NAME Artn E SCALE 1/4" = 1 -0 PLAT E � E �APTIVA - CLASSIC ' } SO A L PL ANCHOR SPACING SCHD DESIGN/ �I�IALL ' SI-{ DRAWN/CHECKED 10d COMMONS SHEATHING Cs CONNECTING BUCK AND PLATE KM LAP ALL EX RIOR WALL 42" O.0 @ 6 o.0 UNLESS OTHER NOID w/8d Co? 3 EACH SIDE DATE ff 2x4x12 LONG ADJACENT 08.11,17 f SHE WALLS » ,, 24 O.C. SW d 3 6 T SCALE ( ® / ) 0 STUD. FASTEN_ TO HEADER - A WITH 2 SDWC15600 SC s NOTED PLT SCREWS.WHEN NOTED ON PLAN LPA No: . SEE NOTE 2 i ..TOLL-17-00720 i , CONT SOLE PLATE CONTROL N 1. IN L TE ANCH o. TALL ORS PER DETAIL OFFICE COPY I 3/;0.0 : . : 5250 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS I 2. AN HOR SPACING SHALL BE AS NOTED. FOR LASS SHEET EXAMPLE - SOLE PLT @ - I 36 36 � S1.1 T � ON CEN ER SPACING SIA SHEET I 6 of 9 I _ I I I I SYMBOLS LEGEND I I � HTS16 _ . _ /.:✓.,,,ir: ,r/J fr//J✓ rJ,Jr✓. '/,,✓ ! •,✓�/r/ r/,rr/✓r:t,f r rrt r,,,,:,:ft•,r,,Hf,J, r rr rrtr� t,,r✓1 / rrJ',r frrr r: / J/ r� J,r, f. ,✓ r✓✓r/r,r/,`,r :-, f fr ✓ r,1 , , r , J,J//r,rt,'/r/Jr✓rr /rJ /✓,, r,/✓�r r J rrr ,r rr rr , ✓✓,/,/,,Jr r/ /tr .,: r r. ,/rtr/JrJtr,/r rJ� / /ffr r /.i✓r,r s/r✓ fJ r, ✓,,, f , ,r ,r .r :.., _ , , � ..r ,I --- r r ,1 FIl,I!IIs, _t , 1 EI:fI,,F , ,t ,.II _�. , -__ , _�1IIII,PI_IfI I :.. _ I rN0x I II 0 , i,!3�EII 0x _II I _ �l_r , , I �I I,tI 1 TH ! LL IrII� Hr1_ x i. ,1 o LL I� �LaL 1. ' LL. ' L LL _ � I iII1 I i�I ` O R f oN , r ON N _..ON. __ ,..J .. . . _ EI ! , � ,,. .. ' ._ ._ II_I II, 'I I�I L i I, IC No t e D Eg L S' I G ° N .A\fi \a \\\Y E \ \\ Sm m o\0\m\\ U \ ".o r P .\ �\\L I�m. \\$_F\ m T \3. \, 4 > C\ m ?r m O ^ ® \ \ N � \m m N E C T IO N . Products Floor Truss Conna for List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES FLAMING PLAN NOTE& 1.1 FOR SHEATHING AND FRAMING, S E E _ SHEET 'S .H E,- ET SO . 0PIotID Length Product lies Net Qty Qty 1STRAP TRUSSESA D ROOF RAFTERS TO BEARNG 2. FOR IFC UPLIFT SEE PLAN. MIN. (I)SDWC C O NSN ;SR E Ec Cr oT RLL .3, FOR GENERAL DESIGN SPECIFICATIONS SEE 22-02-08 onCENTERO LVL 2 OE 13/4nx16n 4 USP 1US24 1 WITH 2 12DTOENAILs � �—sMPsoN sDwc15600 4. wHENuslNG ( )Hz.Sr CLIPS ON ,L „ WIDELUMBER, PLACE CLIPS SCREW: UNLESS OTHERWISE NOTED DIAGONALLYACROSS DOUBLE TOP PLATE FROMEACHOTHER. F111301 7-11-10 onCENTERO LVL 2-0E 1 3/4 x 16 2 USP MSH422 2 , 1F1O?L /IE Cf .D N , I L s i4• IIf : s _ I, ;i 1 1 _ IIl I RLged. I I - t L y A TC EitiTR i OP S.R Arn�l MT T mSo .ItH Oe / c n .` AN� L St1 LwS e Mo P e e 3. AF•9o' aD o .aE e r.oA: 4 \ a e/W P W andUSP THD26_2 1 TRUSS %usociates, Inc. USP THD46 2 FASTENING DETAILS 420 Osceola Avenue 1ax. Beach Florida 32250 USP THDH26- 1 Ph. 242-0908 Fax.241_95 O& :r m 5.m .. .7 FL:CA# 8344 SG CA#3579 RAFTER TAILS, 8 SO.2SEE DETAIL 8 SO.2 2 HTS16 S01 c�N N O OO OOO 71 OO C9 LL � LL LL � u_ u_ L u_ u L 401 -1 oNN RPORCHING SHEATHING asrn,..•eca� k ,AT B TTCHORD OF STUD � e BELOW TRUSS TOP PLATE T0\ S BLOCKING . TRUSS SEE S0.1 SDWC15600 STUDSDWC15600o DETAIL 5E S0.1 Chr1stopher l r_nPESHEATH WALLCONT. THRU LOW ROOF TO 2ND FL PE#'71461 ALEVEL BOTTOM PLATE.10 TRUSS TIE DOWN WITH 5 PSON SDVVC DSO.1 2f ` ti RIEVIS10NS ATE 51.2 N Rafter to Top Truss to Top similar 771 F Optimal 22,GO 2 HTS16 TRUSS TO WALL10, 0, 11-4 w/ SDWC15600 FIELD ALTERATIONFR ME UPPER LEVEL CONT-7— (2)H TS16 2 HTS16 F� M 1 T LEVEL TOP PLATE MTA242 SC2)HT 16 PONT GO&A5S ASSOCIATES PRIOR TDLEVEL TOP PLATE. BELOW TRUSS MAKINGANY STRUCTURAL FIELD 2 _ MODIFICATIONS WHICH VARY D0 NOT FRAME KNEE WALL 2 Y2aMaX FROM THE INTENT OF THE O RJGINAL * 0 SYSTECONSTRUCTION DOCUMENTS.ANY EINGAPPROVED BY LOU PONTIGOSDWC15600t TOP PLATE T �SSOCIATES MAY RESULT IN TOWALL STUD SDWcl5soo QD TIDNAL ENGINEERINGOR w SDWC15600 2 HTS1 5 ECTION FEES. N N Not 1. Sloped—roof may sloped u to and including a 12.12 pitch and must be birdsmouth cut.0 2 HTS16 2. Reference detml 4 for Installation instructions.D_ D_ D_ TRELLIS BY BUILDER SEE 16 2 H S1.2I HT TS16 ARCH FOR SIMPSON SDWC INSTALLATION RANGE a DETAILS , , r 4< X ' SHEATH WALL CONT. A E END HRU LOW ROOF T0 BRACE BEAM BELOW GEB02 12fS i Uj 2 S .2 STUD NOT BELOW TRUSS SDWC156000 Reference detail 2a for installation angle limitSHEATH WALL CONT. Lr)THRU LOW ROOF T0 SDI INSTALLATION BELOW r Rafterto To Plate shown Truss to To Plate similar)M v71z O O O t— JIV O STUD NOT DIRECT(2}HTS16 BELOW TRU S01 PORCH CEILING SHEATHING 2 8 g S1 S0.2AT BOTTOM CHORD OF S0.2 Do not install SDWC in hatched area TRUSS 2 SO.1. 0 0 SDWC15600 U MIN1 1/2Overhan2MAX EX RIOR SDWC INSTALLATION RANGEBEING WALL. 16 COMMONS ? FLOOR AND ON CENTER2ND STORY POST SET 2X4 WALL SHEATHING. 8" DIRECTLY ON BEAM BLOCKING ROOF TRUSSR BELOW AROUND FLOOR SHEATHING Rafer of Truss POST OSB BLOCKING x� minimum edge PLACEMENT distance for fullBETWEEN EACH 2X12 BLOCKING FLOOR values (with or splice may be in upper orTRUSS. SEE5E SO.1 without a plate PLAN lower PBETWEEN EACH LOOR late SHEATHING. splice) JUST TRUSS. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS:IF AbIMENSION 2ND FLOOR WALL PORCH BEAM, ' UNCLEAR REFER TO THE X' from Plate ARCHITECTURAL DRawfNcs oRSTUDS SET 0N -_. . IS EE f? AN. _ splice Offset I CONTACT THE E.O.R.DOUBLE TOP PLATE for full values STUDNOT DI FLOORAND ROOFRUSS PLACEMENT PLAN BELOW TRUSS [LAN NAME SCALE. 1/4" —0 CAPTIVA CLASSIC(2)CS1S POST.TO SDWC1 5600 SDWC15600 UESIIGN/DRAWN/CHECKED PRE—ENGINEERED POST CS KM LAPWOOD ROOF TRUSSES. 2x6 BLOCKING EXTERI DATE BETWEEN EA. TRUSS BEARIN WALL. SDWC AT TOP PLATESPLICE 08.11.17 SCALE 1ST STORYPOS . SEE AS NOTED PLAN. LPA No. TOLL-17-00720 4 CONTROL No. 5250DETAIL 2 DECDDETAIL SHEEToFFI E COPY MM mrC`04 ?I4ieI,I�!> 1 6 t III II1 CC ))IIff >tftf((44ii II II� IrT S1.2 1.2 .J1 . 2e SHEET 7 OF 9 I _ i I I _ SYMBOLS LEGEND i DESIGNATES SHEARWA i LL'THE HIDDEN -----= LINE DESIGNATE I THE I S SIDE OF WALL SW. 3 6 r SHEAR WALL SHEATHING TO BE APPLIED. Sd @ j DESIGNATES_Sd COMMONS @ 3" O.C. " EDGE-& 6 O.C. INTHE FIELD„ I DESIGNATES THE HEADER: SIZE, NUMBER ' OF PLY'S &' ' (2)2x8-1/2 JACK/KING .STUDS NEEDED :FOR SUPPORT HEADER. o3 Lou ' o tl o and _ BEAM OR TRUSS SEE PLAN AI S S O C I d t 2 5 I n C. ANCHOR LEGEND� ND 420e Osc ola Avenue ax. lie ch I a . Florida 32250 3 A307 I P h. 2 2 09 08 Fax.24 19557 DIAMETER FULL HEIGHT EIGHT THREADED ROD SEE DETAIL 12 , 50.1 FL. f�A# ' / C 8344 SC. CA#3579 I SEE 3/S0.1 FOR BEAM. A307 DIAMETER FULL HEIGHT GH T' CONN. (TYPICAL) THREADED ROD, SEE'DETAIL 1 5 2 50.1 X , 00 a9 H as .ao 6 B a 9 00tk CANTILEVER BEAM kkk tt A307 DIAMETER:THREADED .: s PAST POST TO I ROD TERMINATES w 4, ES AT FIR -a aW 1 ST FLOOR w. . a- 1 2` 2x6 1 1 2 x6 2 2x6 1 1 a v 2 U - � A .• . m Y 5 2 r 0 TOP P o LATE SE "tiJ E DETAIL 1 +. L_ 2 S SUPPORT TRUSS ABOVE I 0 @ � a .�7 -'LTi [�.�q• @ O 1 f • F A307DIA METER THREAe DED. � -,}m2 CS18 .) ROD TERMINATES AT FIRST FLOOR461I @6x `C.y`-'6 P.T. SY P 2 POST SET .TOP PLATE SEE DETAIL 12 SO., 1 1t /DIRECTLY` ON `BEAM 0 2 BE LOW. STRAP TO` PO STNGER slSO.1MPSON HTT5 SEE DETAIL 15 S0.1/,., eBE LOW w2 CS16 TYP. @Y HS.,latF o , nLO I � '� 0♦ I i tfi I ♦ 3: I F ♦ e e a d t q L SIMPS ON DTT2 t J Al Z SEE DETAILt, a 15 S0.1' E I 1 L . Chusto her Sabo urin r� PE N P 1 _(n F L P`E# t SIMPSON LTT 7 4 6 1 20B SE E DETAIL 1 W 5 S0:1 X Q I LL- t ;:N cfl x N N REVI .-. SIONS DATE N ' VI/ALL STUD SCHEDULE 2 CS � r I, i L P STUD SIZE. BOTTOM F PLATE LAT E SHEATH WALL CONT.. I CS18 Q 0 0 STUD I � & SPACING G .HEIGHT OT F WHERE NOTED. SEE DETAIL THRU LOW R00 TO 2ND s 1 X 24SPF2@16 O.C. �.___ . ATB BOTTOM RIGHT OF PA EXTERIOR # LEVEL BOTTOM SLATE. 0 GE. I MAX I 1 10-1 2x6 SPF#2 ® 16 O.C. or 1 # 1 - I EXTERIOR MAX 2x4 SPF #2 @ 12 O.C. H # I UC210 2 � EXT 10 1 TO ERIOR 11j/--- HANGER , „ 2x6 SPF#2 @ 16 O.C. I I 14 0 I STRAP WALL TO BE I I --L L- 2'' 2..x12 / 10 0 'i INTERIO 2 CS1$ R 2x4 SPF#2 ® i6 O.C. e11 l ) �zz:=� _ MAX -BELOW PER: DETAIL 11 :2. n /- 2z6 SPF#2 12 @ 16 .O.C. or INTERIOR 0 „: FIELD MAX 2x4 5 F 2 @ 12 ALTERATION P O.C. C # CANTILEVER B M CONTRACTOR OR SH ALLCONTAC PAST POST TO, i STUD NATES_ T LOU PO IGO A hfl' &ASSOCIATES C S T i \ PRIOR O I 1. � WALL STUDS SPECIFIED ON PLAN SUPERSEQE THIS TABLE MAKING ANY T Su � STRUCTURAL FIELD. C 18 SUPPORT TRUS ' ABOVE 1 i S r MODIFICATIONS WHICH MAY VARY R ti i 2. MINI FROM,T MUM STUD SIZE AND SPACING OM HE INTENT OF TH s ) S CNG ARE SHOWN.. E ORIGINAL N C CONTRACTOR CONSTRUCTION F` STRAP WALL TO -�; MAY INCREASE STUD SIZE TO MEET U DOCUMENTS.ANY F ARCHITECTURAL FIELD D LTERNATIONSMADE PRIOR TO X e P BEING! P G APPROVED BELOW PER 9 S0.2 D aY Lou PONTIGo / N .ASSOCIATE M 5 MAY RESULT IN 3 SPF DENOTES SPRUCE PINE FIR:. SYP DENOTES OUT I / N SOUTHERN ADDITIONAL i YELLOW PINE. ENGINEERING OR , G INSPECTION FEFS. I f 4: USE 5YP 2 FOR ALL TOP PLATES AND SOLE PLATES. , O ) # I I 2 2X1 X 2 2 � I 5: FASTEN BOTTOM P � ) / ) LATE.OF INTERIOR LOAD BEARING WALLS „ -- -� TO CONCRETE SLAB w i6d MASONRY CUT NAILS @ 16 O.C. MINIMUM. SEE"3 S0.0 FOR AD i DITIONAL ANCHORS AT / l SHEARWALLS FF' STRAP HEADER L Z PER 7 S0.1 . L COMBINED l / USE: PANEL NOTES :I I I w I � I o 1 1. WALL SHEATHING SHALL B r I E V CS18 I N CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST .. TOP PLATE. SEE DETAIL 1/50:1 FOR SHEATHING i i SPLICE LOCATIONS FOR MULTI I STORY CONDITIONS a I 2 SEE SHEET S0. 0 FOR WALL SHEATHING W N I � 4 I N SPECIFICATIONS. 3. UPPER p O MOST TOP PLATE SUPPORTING ROOF co >.; M -�.. (n S0.1 (n ,., _ EMBERS SHALL Q _ BE .:STRAPPED AS SHOWN IN W\ I w . . ,, DETAIL 1 50.0 I l / a . m COm _. J J W , 4. INSTALL SOLE PLATE ANCHORS PER DETAIL U Q I I ' Q 3- so!o H- I � / �aaa� I � X °�.a. J W .., : N J W < ' J I C) ! C) 4 N , 'C Q GENERAL a I NOTES 3: frl so. Q W I w 1. 1 1' SEE DETAIL 2 SO .0 FOR WALL. FRAMING DETAIL. t tl � : W CL I / Z SEE WALL STUD SC I Q I Q SCHEDULE THIS SHEET FOR STUD 'S SIZES-AN ry � I D SPACING. AT GIRDERS AND BEAMS, F- O H O Lo _ PROVIDE STUDS ' 1 ' BELOW. TO MATCH BEAM: GIRDER (n (n J PLIES. W _ I S. w w T m I m 'I 1 2. SEE SHEET S0.0 FOR ROOF AND FLOOR V J :I SHEATHING SPECIFICATIONS. ! R CS18 \ �I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ` I PLIES S WA BEAMS HEATH LL CONT , HEADER' AND STUDS):FAST N PLIES ( co ( E S X THRU LOW ROOF TO N TOGETHER PER DETAIL 6/SD.O oo 'oo � N I� BEAM BELOW cn .. 4. INSTALL S TA LL SOLE PLATE ANCHORS P U � PER DETAIL W I � 31S0.0 I N N Y 0 : 5. AT SH EARWALLS PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5 50.1 II ao 00 i 1 - 8 SHEATH W 2 x 2 2x6 1 1 S E ALL CONT. I 6. FOR ATTACHMENT OF SW. 3 6 \-THRU EXTERIOR WALLS THAT Ln (n. pp LOW ROOF T ,UO TERMINATE BETWEEN U t E TRUSSES,` SEE 5A/S0:1 'I BEAM BELOW 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD 1 � DOWNS I �II I 0 o- CS18 STRAPPING DETAIL I CS18 STRAP w / 1-0 END LENGTH. FASTEN ` I THIS END w 1 I / 9 Od. , I 0 � z � I ` WALL FRAMING c� z 1 :1j a i ! , SECOND N NO NAILS REQUIRED 0 D FLOOR. IN CLEAR:SPAN FLOOR T 0 I TRUSSES OI\ OR JOIST. I o 'FFN^MING WALL FRAMING O a z o� I _ PLAN CS18 STRAP w/ 10 , END LENGTH. FASTEN b THIS END w 9-10d. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE 1 ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME EC ND FLOOR FRAMING PLAN V-011 CAPTIVA CLASSI C 4 1 E.- 1 0 AL / I DESIGN/DRAWN/CHECKED CS KM LAP I I DATE 0 1 8. 1.17 I SCALE : L AS NOTED ; i LPA No. I .: TOLL-17-00720 CONTROL No: I D ! OFFICE COPY Y 5250 SHEET ,L L'52 1 .3 OF 8 9 _ I I I I SYMBOLS LEGEND.:. I H TS16 DESIGNATES UPLIFT CONNECTION: - AN AN-NNOTES* 1. F lam lain ORTYPICAL ROOF SHEA11"IING ANO FRAMING. SEE SHEET S0.0. 2. FOR SP ECIFIC UPLIFT.CONNECTORS SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL ( } OESIGN SPECIFICATIONS SEE SHEET SOA.' 4. WHEN USING 2 H2:5 f .. ( } T CLIPS ON 1 /z WIDE LUMBER PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou ' Pont 1 o and ssoc TRUSS Associates, Inc. z FASTENING N N GD ET 4 0 Osceola a Ave nue AIL.. S . axu Beach Florida Ph. 242-0908 090& Fax. 241-9557 9557 i FL: (A#8344 5C. CA#3579_ RAFTER TAILS, 2 : L i S0.2 SEE DETAIL 8 S0. 50.1 / I a A A .o r m ✓ Z_6 4 P m r A s � \ a ✓ I m m m o � ✓ o^ K ♦ . P ♦ R d m m ti }. a m m m 9 m ii O \ I m \ A e m yy� O \ 4 m \ m w N m \ t s � m \ C- A d' m + C7 o l I : e r e : I. 4 e � : 6 1 i e e f 1 I f e H- / e e 4 4 r m ri F 0 d I 4 PORCH � FILING �. SHEATHING N NG i m A 6. m A O ?e p ♦. O ATB OTT. a w A M CHORD m OF w RI m t a m + a I i STUD DIR ECTLY t V A p 4 TRUSS00 / w S as i E 2 .1. ,✓ S 0 12 I PP S✓ 0 LATE T B 0 ✓ �a_ FLOW TR ; � USS k 1 SDWC1 S0.2 5600 STUD SDWC15600 d ,.�.. Christ' her >� Sabov t �P 1 nn PE i : FL d PE# 71461 d i i 1 I, ROSS TIE DOWN WITH SIMP SO N SDWC L A -GAB E END . R,EVISIO NS , . DATE BRACE GEB01 2 : I" r Rafter to'To P S0.1 late' h SEE 12 SO2 d� : P shown n d I / Truss t d o To Plate similar P I Optimal 2 i I p 7Y2 i 4 0 10 ' 30' I I i 1 I FIELD ALTERATION : CONTRACTOR CTOR SHALL COM' i ACT LOU.. TUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO i VO4 , 2 MAKING I. IK G ANY ELO T STRUCTURAL FIELD u , W .RUBS MO IFICATI e. M ONS WHICH MAY VARY r SO.1 FRO THE INTENT OF THE ORIGINAL ,.:. CONSTRUCTION RUCTI ON OCfCUMENTS. ANY r� FIELD ALTERNATIONS MADE V03 PRIOR TO BEING'.APPROVED' SDWC15600 BY LOU FO NTIGO& I� i TOP PLATE TO ASSOCIATES MAY RESULT IN ADDITIONAL IN 10 �: STUD SDWC15600 O AL ENGINEERING OR IN 5PECTION FEES. { VO2n i S0.1 Sloped- roof 1. Slo ed roof rafters may be sloped P, y ped u to and_Includin P 9 • " a 12:12 pitch and must be b Irdsm outh cut. P 2. R eferen ce detail 4 f r n o i stall I V1 at on m structs ons. 0 ' I I MP50N SDWC7 INSTALLATION RANGE tt ( n O o L J k y� a W LLJ ni m m i� 0 UR m m ...mom .-1 I TAILS,; '' rr tt W _ RAFT y I ER TAI LS RAFTER SEE DETAIL 8 S0.2 SEE DETAIL 8 SO.2 / lu I l , STUD NOT DIR ECTL I I i BELOW TRUSS 8I U SDWC15600 ry 8 S0.2 S0.2 r � Note.. Reference detail 2a for installation angle limit W V ! _ SDWC INSTALLATIONL I 1 I Y J Rafter to Top Plate shown Truss o To Plate similar Uja i I X T1 'mo STUD NOT DIRECTL 12 M . BELOW TRUSS i I W GABLE ND 3 12 BRACE G B01 SO 2 z Do not Install SDWC m SEE 12/10.2 hatched area O I O SDWG15600. I� J 1. 1 2 MIN �Ove'rhang �OO RAFTE TRUSS / RAFTERNOTES. STRAPPING NOTES 2 MAX 1 STRA T SSES AND ROOF RAFTERS TO BEARING WITH 2-1. TOENAILS & 1—SIMPSON SDWC15600 SDWC (NST SCREWU ESS OTHERWISE NOTED INSTALLATION RANGE r' RO F 0 T . RU 4 SS Rafter or Truss PLACEMENT N'" minimum edge distance for full9 PLAN values (with or Slice may be in upper or I without a P y PP ate . If P lower plate _. Splice) P DO NOTJ_z SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS (UNCLEAR REFER TO THE YA' from ARCHITECTURAL DRAWINGS OR o to late P P r CONTACT r, : THE E.O.R. c splice Offset fse P t for full values STUD NOT DIRECTLY P BELOW LAN NA OF USS CEMENT PLAN E ow TRUss II ME � 1/ V-0' �APTIVA CLASSIC DESIGN/DfAWN/CHECKED "k 6S / KM LAP a DATE SDWC AT TOP PLATE ES SPLICE , 0 8.11 .17 SCALE AS NOTED I LPA No. TOLL-17-00720 I � I _CONTROL No. rr OFFICE'VorY 5250 .. SHE , ET r S1 .4 HEET 9 OF 9 >i _ I I I