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Li TYPICAL HEADER .AILING ,SL_ DESIGN SPECIFICATIONS USP CONNECTORS ,,rL_)2T,&_0URIIF TOP WINDOW SILL SCHEDULE 0.131X3 TOE NAILS iI ... -0- ..'.. >:-. ... .. _ I TYPI(`AI Tl113 DI ATC AI AIf 11tlG. 11PLATE SPLICE COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR EDGE STRIP (PSF): 2017 FLORIDA BUILDING CODE - RESIDENTIAL 'a' = 4'-6" 10 DESIGN IS VOID ONE YEAR AFTER :THE DATE OF THE ORIGINAL PLANS, +25.6 -34.2 ' UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +22.9 -25.0 DESIGN LOADS: ACTUAL AND UNIFORM 100 _ ROOF FLOOR 1105 IY05 USP LTS20B / 0 ROD T) z ROOF LOADING (cd=1:25) (cd=1,00) _ TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE, (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 ' 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0:60 AS PERMITTED BY 0 NO FURTHER :REDUCTION ALLOWABLE STRESS DESIGN METHODOLOGY. THE AL SHALL BE PERMITTED COMPONENT &CLAD DING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. POSITIVE AND NE • LE LINEAR INTERPOLATION IS PERMISSIBLE. _ = • PLUS -PRESSURE AND MINUS -SUCTION. DOORS T THE WALL FRAMING IS THE DESIGN OF WINDOWS DOORS FASTENING 0 WINDOWS/ RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEETCRE D NEGATIVE PRESSURES. THE ABOVE NOTED POSITIVE AN E a a �I`-.I`- �� -- -- r -a o a �� v I a �� DENOTES EDGE STRIP. -- o SEE C & C CHART. � ABOVE FOR.. a' .DIMENSION 1 1 0 L� -.J �'� �1 a GARAGE +22.9 DOOR L. USt JYF' L f UK ALL I Vh' PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL # HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION U.O.N.ON PLAN. ' 5.) FASTEN BOTTOM PLATE OF INTERIOR D BEARING IN OR LOA EA WALLS TO CONCRETE SL AB w 10d MASONRY CUT NAILS @ / MAS 48:, O.C. MINIMUM.SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT sHEARwALLs (8,x7,) -28.8 2 CAR LR.�LVUfVI7VV VIVLI _\ - IF SHEARWALL. � I I I - - - J FASTEN LOWER STUD 8d TO TALLER STUD w / COMMON 2 -ROWS OF 10d COMS 0 3" O.C. @ 12 O.C. TYPICAL SOLE PLATE NAILING, " 0.131x3 TOE NAILS: - 3 @ 2x4, O (4) @ 2x6, 5 0 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING SE E DETAIL 1= 80.1 .. / . FOR SPLICING OPTIONS. GARAGE +21.8 DOOR -23.9 (16'x7') 1105 IY05 USP LTS20B / 0 ROD T) z LAO, LXa = l 1 NAILS UPLIFT TYPICAL STUD NAILING: - _ 0" MIN.` SPLICE LENGTH 2x10, 2x12 - 7 NAILS ( FASTEN ALL TOP CONNECTOR FASTENERS FL CODE » ) O PLATES 16 0.11,31x3" 0.131x3 END NAILS. 9 LVL, 11 LVL 7 NAILS / ( )NAILS SYP SPF O TOGETHER w 3 ROWS » ,, - , / O OFF SPACE ' 2 0 2x4, _ O 14 LVL' 16 LVL - 9 NAILS � O OF .131x3 @ 12 O.C. STAGGERED. USP A35 450 450 (9)1Odx1/2 (3) ® 2x6, 4 ® 2x8. USP RT7 O SYP#2 585 495. 5 Sd EA, END # USP RT8A 775 6505 10dx1'/ " EA: END ( ) z TYPICAL WALL FRAMING 'NOTES: ROOF SHEATHING, 6"MAX. USP MTW12 1195 860 (7)1Odx1'/z" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. ' l ALL WALL STUDS.: USP: HTW20 1450 1245. ( 12 1Odx1 / z EA. END ) SEE 5 SO.O. - 61 ::ter. .,rT.. n . .r_.n. ...cc-/n\.n�rn. .�n <L � / III I -I SYP#2 DBL HEADER, TOP PLATE. PER PLAN. TOP CHORD DEAD LOA D 20 psf TILE SHINGLES:. P s P ( ) 0 sf BOTTOM CHORD LIVE LOA DREQUIRED 10 psf P P CH DEAD LOAD. 5 psf BOTTOM ORD 5 psf DEFLECTION CRITERIA. L 240 TOTAL LOAD L 180 ROOF; FRAMING. LIVE LOAD / / L 360 & TOTAL LOAD' L/240 FLOOR FRAMING. LIVE LOAD„ ,, /s 0.75 MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0:60 AS PERMITTED BY 0 NO FURTHER :REDUCTION ALLOWABLE STRESS DESIGN METHODOLOGY. THE AL SHALL BE PERMITTED COMPONENT &CLAD DING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. POSITIVE AND NE • LE LINEAR INTERPOLATION IS PERMISSIBLE. _ = • PLUS -PRESSURE AND MINUS -SUCTION. DOORS T THE WALL FRAMING IS THE DESIGN OF WINDOWS DOORS FASTENING 0 WINDOWS/ RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEETCRE D NEGATIVE PRESSURES. THE ABOVE NOTED POSITIVE AN E a a �I`-.I`- �� -- -- r -a o a �� v I a �� DENOTES EDGE STRIP. -- o SEE C & C CHART. � ABOVE FOR.. a' .DIMENSION 1 1 0 L� -.J �'� �1 a UJr :IVIJ IFILY IVYV IYJJ 7' IVU LM. l J ,IVU (2)2x4 SPF ,#2 L. USt JYF' L f UK ALL I Vh' PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL # HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION U.O.N.ON PLAN. ' 5.) FASTEN BOTTOM PLATE OF INTERIOR D BEARING IN OR LOA EA WALLS TO CONCRETE SL AB w 10d MASONRY CUT NAILS @ / MAS 48:, O.C. MINIMUM.SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT sHEARwALLs SIZE ACI � KING STEM RAISED HEADER I L - - PERMANENT TRUSS BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR WALLS r TYPICALLY � FULL HEIGHT THREADED " RODS � 6 -0 A.C. BLOCKING ONLY REQUIREDUIRED AT SH£ARWALLS` AND STUCCO FINISH. 1fid COMMONS " ®8 OC LR.�LVUfVI7VV VIVLI _\ - IF SHEARWALL. � I I I - - - J FASTEN LOWER STUD 8d TO TALLER STUD w / COMMON 2 -ROWS OF 10d COMS 0 3" O.C. @ 12 O.C. TYPICAL SOLE PLATE NAILING, " 0.131x3 TOE NAILS: - 3 @ 2x4, O (4) @ 2x6, 5 0 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING SE E DETAIL 1= 80.1 .. / . FOR SPLICING OPTIONS. ---- ------ (1)A35 + (4)12d TOE NAILS 3x3x0.22(.4" USP MSTA36 2065 2065 13 10d EA: END 1105 IY05 USP LTS20B / 0 ROD T) z FTG. 130 USP JUS28 1305 5 6 10d TO HEADER _ USP HTT16 4290 4290 /e 0 ROD TO FTG.. 7 5370 s » USP HTT22 53 0 / .0 ROD T FTG.- WIND .LOADING. '7-10 FOR WIND UPLIFT TRUSSES SHALL BE DESIGNED WITH A ASCE , AD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF MIN. DE A BOTTOM CHORD: REACTIONS CALCULATED FOR THE BEARING POINTS F ROOF TRUSSES SHALL @E REDUCED. SPECIFICALLY, ATTIC FLOOR 0 R OF I LOADS SHA BE MULTIPLIED LIVE LOADS COMBINED WIT ROOF LVE OA LL BY 0:75 WHEN COMBINED w/ DEAD LOAD. _ - - - - - - - •_ _ BASIC WIND SPEED (ASCE 7-10) 130 MPH IMPORTANCE _FACTOR - - - - - - - - - - - - - - - 1.00 ---------------- FT MEAN ROOF HEIGHT 25 0 ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 / BUILDING CATEGORY- - -------------- II 'EXPOSURE CATEGORY - - - - - - - - - - - - - - - C --------_--- E CLASSIFICATION ENCLOSED ENCLOSUR CLAS - - - - - - - - - -MTS12 'INTERNAL PRESSURE COEFFICIENT t .18 s P` 44 2535 OD w USP AU � R / a 12 1 d ( ) 6 s „ USP PAU66 2535 /s ROD 12 16d / ( ) » -, USP MSTAM24 5 x2 1545 1455 /a / ( ) TAPCONS SIMPSnN CONNECTORS y - CONNECTOR UPLIFT FASTENERS FL CODE SYP SPF SEE PLAN -FOR STUD SPACING. AND O.C. S CONTINUOUS BL WITHIN FLOOR 5 WHERE POST IS ABOVE. A35 450 4 50 12-$dx1 / z PAST BLOCKING- WINDOW 10446.4 H2:5T 600 b20 5-8d EA. END 11478.3- HTS16 1150 1085 16 tOd EA: END 10456.6 ` 1000 860 _ , " 7 10dx1 E ;. END 10456.3 . .: • _ < d , HTS20 1450 .124 5 24 10dx1 / z A. END 13872.3. ' MATERIAL SPECIFICATIONS MSTA24 176 5 1270 9 1od EA. EN 13872.4 MSTA36 2050 1870 1711).4 EA END - 13872 8 SYP#2 DBL HEADER, TOP PLATE. PER PLAN. < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS • 6'-4" (2)2x4 SPF ,#2 (5)12d TOE NAILS 4 8'-4" RAISED HEADER (1)A34 + (4)12d TOE NAILS e 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 3x3x0.22(.4" 4Y2 " 23/" a DROPPED FASTENED w/ 3-0.131"x3" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. HEADER d° ° FOUNDATION SEE PLAN EA. END TYPICAL. ROUGH' DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS • 6'-4" (2)2x4 SPF ,#2 (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS e 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS and Inc. ,nue 32250 241-9557 A# 3579 12„ 1 /z r Chrlsto h ' p J Sa bourin PE MAX. MIN. SOLE PLATE ANCHOR: WALL FRAMING AT WALL FRAMING AT FL PE# 1461 FLOOR SHEATHING 7 • L-_ __� 1 8d FROM SEE 8 16d TO T USS BEAM E SCHEDULE' / PLATE CHANGE CONDITION HARDWARE AND ANCHORS: � � 1 RAISED HEADER CONDITION HTT4 3480 3080 11496.2 COMMON SEE SPEGIFICATIONIS. D ROD: SHALL BE IN ACCORDANCE WITH. _s ��' PLATE BREAK ANCHOR BOLTS & THREADS NOT ACTUAL PLAN] �'IL- 1 /8 O ROD T FTG. �� I I ASTM A 307 OR ASTM F 1554 GRADE 36. @ 3 O.C. BUILDER MAY CHOOSE EITHER THE DROPPED I WALL FRAMING AT 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION. WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500- (GRADE @). HITS 5250 4670 11496.2 F - - - - - - _ SCOPE OF SERVICE I)ROPPED HEADER CONDITION NUTS. SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,,"0 ROD- T FTG. II I 2 TYPICAL WALL FRAMING METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS LUS28 930 780 0 t 1 655.1 3 SD.O RETROFIT REBAR OD INSTALLATION. EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL4-10d TO JOIST. NOT HAVE CONTROL OR BE RESPONSIBLE I 1 1 FOR CONSTRUCTION MEANS METHODS TECHNIQUES, PROCEDURES OR I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL @E /a � � Q � �14-16dI I SOLE PLATE ANCHOR : TO HE DER � SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY - - � � HU410 905 785 10531.36 L - - - - - - J LARGER THAN REBAR SIX AND /a LARGER THAN THREADED ROD SIZE. Q$ HOLD DOWN. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST » _(U.O.N.) SEE 1 S0.. 23' 3x3xYa SLOTTED W RKI ACCORDANCE WITH THE CONTRACT 1 THEM TO CONSTRUCT THE 0 NSYP 2 DBL_ 5/,,"0 # 0. / WASHER PUSHED ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 ROD EPO IED 6 MIN 10849.6 SEE 5/SO DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT JOINT CARTRIDGE INSTALLATION ONLYt4 (DUAL C I ) ABU66 2300 s » „ » » FACE OF WALL /a 0 ROD EPOKIED 6 MIN 10849:6 3x 3xYa SLOTTED EPDXY. iTW RED HEAD A7 LIMITS: OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES BLOCKING :ONLY REQUIRED 2� WASHER PUSHED N A` N A SI REINFORCING STEEL SHALL BE ASTM A615, GRADE. $0. SET / / MPSON EPDX TIE 11506.4 E THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE STRUCTURAL STEEL. SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, _ `STUCCO FINISH._ WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185: 10 16d TO '10/BEAM/POST SEE DETAIL 1%S0.1- FACE OF WALL. �, ( ) WOOD PANEL SHEARWALLS, .WALL FRAMING. AND REQUIRED SHEATHING AND 1675 1675: LTT208 11496:3 FOR SPLICING PLAN VIEW ALL LAMINATED VENEER LUMBER FRAMING. S NOT DESIGNED 1- 0 ROD T3 FTG: LAMINATED VENEER LUMBER (LVL): HEADERS DIRECTLY SUPPORTING ROOF FRAM N ITEM E /z RATED SHEATHING, OPTIONS. - - BOUNDARY F E FOLLOWING DESIGN PROPERTIES ELASTIC- SHALL MEET OR EXCEED THE PRE-ENGINEERED FLOOR AND ROOF TRUSSES, .FLOOR FRAMING NOT _ N T : LSTA12 805 695- 10 1od 13872.5 „ „ SEE GENERAL NOTES. „ 1 12 Yz SHEATH( G. BENDING TRESS Fb 2600 sl SPECIFICALLY ADDRESSED TRUSS -TO -TRUSS CONNECTION AND ANY FULL HEIGHT MODULUS (E)T,900ksi, BEND S ( ) p Yz THREADED ROD ' ARCHITECTURAL, MECHANICAL OR ELECTRICAL'SYSTEM. CS16 1705 13-8d OR . PT. SYP#21705 10852.1 SHEATHING EPDXIED4N ¢x MAX. MIN. - TO BEFSIMPSONSILL PLATE. EXAMPLE OF PANEL TITEN H0. CONTINUOUS EDGE w BLOC ING / GENERAL NOTES £� CONSTRUCTION SPECIFICATIONS INTERIOR GEARING SOLE PLATE BREAK • TO UPPER WHERE REQUIRE BY TOP PLATE. WALL: SEE SCHEDULE GENERAL NOTES. FLOOR SHA NG SPECIFICATIONS FOR STUD SIZE SECTION VIEW „ AND O.C. SPACING. 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD / WALL:SHEATHING TO ROOF SHEATHING TIO SOLE PLATE RAISE ' FROM _ P _ 16 APA RATED OSB OR PLYWOOD SHEATHING NAILED w 0.113x2 RING SHANK NAILS ®6 O.C. EDGE & 6 O.G. FIELD AT .GAB S DECREASE EDGE AIL .SPACING TO 4 S,�Ui NGL.E MIN. /s 24/ / ( LE END E E N O.C. WITHIN 0 OF ROOF EDGE).: N SEE DETA LS SEE DETAILS BOTTOM OF .SOLE 8d @ 3 ON S1,01 ON S1.01 PLAN AND FASTEN " " N „ , P RATED PLYWOOD 6 APA ATED L OOD SHEATHING NAILED w 0.113x2 RING SHANK ®6 O.C. EDGE & 6 O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C.WITHIN 4 0 OF ROOF EDGE). /: - - w 8d COMMON.:: @ 3 TILE , MIN. T5/32 32/1 / ( .D E) - - - - - - / F � � -I r � O.C. N 16 APA RATED 'PLYWOOD SHEATHING' NAILED 0 113 IN N I T GABLE ENDS EASE EDGE NAIL SPACING TO 4 0 C WITHIN 4 -0 0 ROOF EDG I / 2 R G SHANK A LS � 6 0 O EDGE & 6 O C FIELD A DECR E I SOLE PLATE ANCHOR SCHEDULE EXT. WALL ANCHOR SPACING SHEARWALLSr SPACING WASHER SPEC, EMBEDMENT DEPTH EDGE DISTANCE Y"0 EPDXY 42" 24" 3x3x0,229" ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING 2-" Yz"0x6" TITEN HD 42" 24" 3x3x0.22(.4" 4Y2 " 23/" a DROPPED FASTENED w/ 3-0.131"x3" HEADER EA. END TYPICAL. SHEATHING MAY EXTENT) 2" PAST BLOCKING- WINDOW LSYP#2 HEADER, ATTACHMENTS MUST PER PLANS. ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.O. and Inc. ,nue 32250 241-9557 A# 3579 12„ 1 /z r Chrlsto h ' p J Sa bourin PE MAX. MIN. SOLE PLATE ANCHOR: WALL FRAMING AT WALL FRAMING AT FL PE# 1461 FLOOR SHEATHING 7 • L-_ __� 1 8d FROM SEE 8 16d TO T USS BEAM E SCHEDULE' / PLATE CHANGE CONDITION HARDWARE AND ANCHORS: � � 1 RAISED HEADER CONDITION HTT4 3480 3080 11496.2 COMMON SEE SPEGIFICATIONIS. D ROD: SHALL BE IN ACCORDANCE WITH. _s ��' PLATE BREAK ANCHOR BOLTS & THREADS NOT ACTUAL PLAN] �'IL- 1 /8 O ROD T FTG. �� I I ASTM A 307 OR ASTM F 1554 GRADE 36. @ 3 O.C. BUILDER MAY CHOOSE EITHER THE DROPPED I WALL FRAMING AT 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION. WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500- (GRADE @). HITS 5250 4670 11496.2 F - - - - - - _ SCOPE OF SERVICE I)ROPPED HEADER CONDITION NUTS. SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,,"0 ROD- T FTG. II I 2 TYPICAL WALL FRAMING METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS LUS28 930 780 0 t 1 655.1 3 SD.O RETROFIT REBAR OD INSTALLATION. EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL4-10d TO JOIST. NOT HAVE CONTROL OR BE RESPONSIBLE I 1 1 FOR CONSTRUCTION MEANS METHODS TECHNIQUES, PROCEDURES OR I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL @E /a � � Q � �14-16dI I SOLE PLATE ANCHOR : TO HE DER � SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY - - � � HU410 905 785 10531.36 L - - - - - - J LARGER THAN REBAR SIX AND /a LARGER THAN THREADED ROD SIZE. Q$ HOLD DOWN. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST » _(U.O.N.) SEE 1 S0.. 23' 3x3xYa SLOTTED W RKI ACCORDANCE WITH THE CONTRACT 1 THEM TO CONSTRUCT THE 0 NSYP 2 DBL_ 5/,,"0 # 0. / WASHER PUSHED ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 ROD EPO IED 6 MIN 10849.6 SEE 5/SO DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT JOINT CARTRIDGE INSTALLATION ONLYt4 (DUAL C I ) ABU66 2300 s » „ » » FACE OF WALL /a 0 ROD EPOKIED 6 MIN 10849:6 3x 3xYa SLOTTED EPDXY. iTW RED HEAD A7 LIMITS: OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES BLOCKING :ONLY REQUIRED 2� WASHER PUSHED N A` N A SI REINFORCING STEEL SHALL BE ASTM A615, GRADE. $0. SET / / MPSON EPDX TIE 11506.4 E THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE STRUCTURAL STEEL. SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, _ `STUCCO FINISH._ WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185: 10 16d TO '10/BEAM/POST SEE DETAIL 1%S0.1- FACE OF WALL. �, ( ) WOOD PANEL SHEARWALLS, .WALL FRAMING. AND REQUIRED SHEATHING AND 1675 1675: LTT208 11496:3 FOR SPLICING PLAN VIEW ALL LAMINATED VENEER LUMBER FRAMING. S NOT DESIGNED 1- 0 ROD T3 FTG: LAMINATED VENEER LUMBER (LVL): HEADERS DIRECTLY SUPPORTING ROOF FRAM N ITEM E /z RATED SHEATHING, OPTIONS. - - BOUNDARY F E FOLLOWING DESIGN PROPERTIES ELASTIC- SHALL MEET OR EXCEED THE PRE-ENGINEERED FLOOR AND ROOF TRUSSES, .FLOOR FRAMING NOT _ N T : LSTA12 805 695- 10 1od 13872.5 „ „ SEE GENERAL NOTES. „ 1 12 Yz SHEATH( G. BENDING TRESS Fb 2600 sl SPECIFICALLY ADDRESSED TRUSS -TO -TRUSS CONNECTION AND ANY FULL HEIGHT MODULUS (E)T,900ksi, BEND S ( ) p Yz THREADED ROD ' ARCHITECTURAL, MECHANICAL OR ELECTRICAL'SYSTEM. CS16 1705 13-8d OR . PT. SYP#21705 10852.1 SHEATHING EPDXIED4N ¢x MAX. MIN. - TO BEFSIMPSONSILL PLATE. EXAMPLE OF PANEL TITEN H0. CONTINUOUS EDGE w BLOC ING / GENERAL NOTES £� CONSTRUCTION SPECIFICATIONS INTERIOR GEARING SOLE PLATE BREAK • TO UPPER WHERE REQUIRE BY TOP PLATE. WALL: SEE SCHEDULE GENERAL NOTES. FLOOR SHA NG SPECIFICATIONS FOR STUD SIZE SECTION VIEW „ AND O.C. SPACING. 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD / WALL:SHEATHING TO ROOF SHEATHING TIO SOLE PLATE RAISE ' FROM _ P _ 16 APA RATED OSB OR PLYWOOD SHEATHING NAILED w 0.113x2 RING SHANK NAILS ®6 O.C. EDGE & 6 O.G. FIELD AT .GAB S DECREASE EDGE AIL .SPACING TO 4 S,�Ui NGL.E MIN. /s 24/ / ( LE END E E N O.C. WITHIN 0 OF ROOF EDGE).: N SEE DETA LS SEE DETAILS BOTTOM OF .SOLE 8d @ 3 ON S1,01 ON S1.01 PLAN AND FASTEN " " N „ , P RATED PLYWOOD 6 APA ATED L OOD SHEATHING NAILED w 0.113x2 RING SHANK ®6 O.C. EDGE & 6 O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C.WITHIN 4 0 OF ROOF EDGE). /: - - w 8d COMMON.:: @ 3 TILE , MIN. T5/32 32/1 / ( .D E) - - - - - - / F � � -I r � O.C. N 16 APA RATED 'PLYWOOD SHEATHING' NAILED 0 113 IN N I T GABLE ENDS EASE EDGE NAIL SPACING TO 4 0 C WITHIN 4 -0 0 ROOF EDG I / 2 R G SHANK A LS � 6 0 O EDGE & 6 O C FIELD A DECR E I SOLE PLATE ANCHOR SCHEDULE EXT. WALL ANCHOR SPACING SHEARWALLSr SPACING WASHER SPEC, EMBEDMENT DEPTH EDGE DISTANCE Y"0 EPDXY 42" 24" 3x3x0,229" 4" 2-" Yz"0x6" TITEN HD 42" 24" 3x3x0.22(.4" 4Y2 " 23/" a NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EL EXAMPLE OF UNSUPPORTED (UNBLOCKED) ) PANE EDGE METAL - _MIN: 1 2 24/ w x . . / . ICA I 4 ^.: •.; _ _.^. I NOTES: (T L). CATIONS. WALL SHEATHING SPECIFI : > : a a 1. SOLE PLA S ARE REQUIRED :. OL TE ANCHOR A Q AT _E TER( , ». X O� ACLS AND ADJACENT TO �.. ea. - 4 RAT UR A I T d @ F SLD. SHE h.. _ 2 16 APA ED OSB 0 PLYWOOD STRUCT AL 1 SHE TH NG FAS ENED w 8 4 O.C. EDGE ND 6 O.C. I AIRING SHALL BE EXTEND FULL HEIGHT OM FLEXIBLE FINISH MIN: /,� / R / A FR BOTTOM PLATE :TO UPPER TOP PLATE: I I I ( I I' �. < CORNERS AND PLATE BREAKS AND KING ST =4:. y . NAILING TO INTERM -_DIA UDS. UDE- WOOD CEMENT OR VINYL SIDING HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CO I FINISH. N FLEXIBLE FINISH WALLS INCL CONSIDERED BRITTLE L - - - - - - - - J L'- - - - - - - - J L - - - - - - - J ' - ..., SUPPORT IS 6 O.C.MAX. 0 1 ATE PLYWOOD STRUCTURAL 1SHEATHING,F STENED w $d D SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PL .� STUCCO FINISH, MIN. / 24/ �, APA RATED OSB. OR L D U A / @ 4 O.C. EDGE AND 6 O.C. FIELD. ATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE ,SLOTTED. '�• la-.�. (UON). TRUSSES, OR MASONRY SPECIFICATIONS; FLOOR JOISTS. � G1 L Y STORY N " " � � k „ MU T 3. AS AN ALTERNATE TO E 3 X3 X PL THE Y ATE WASHER A 3 X3 X 1 ROUND SINGLE STORY a / � / _ 8 �.h 2 RY HAS ' BEEN DESIGNED IN ACCORDANCE. WITH ACI 530 05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1 0,5: GROUT SHALL BE IN ACCORDANCE WITH ASTM. C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF MASON S E „ STEEL WASHER MAY BE USED. 3 2000 psi PER: ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF PLACED AT AN 8 TO 11 SLUM. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SMALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. L 1 TYP. WALLSECTIONS 3 SOLE PLATE ANCHOR DETAIL 8 SC OLE 4 ROOF AND FLOOR SHEATHING NAILING AA ONRY UNITS CMU): r SCALE: 3 4" = 1'-0" " _ OONCRL � ( ;,,;.... 50.0 S0.0 / ,. SCALE: _ _ , A 3 4 1 0 - - - SIGH � SIVE STRENGTH OF 0 si f m-1500. psi). G G TYPE 1 GRADE N 1 NORMAL W ITR A MINIMUM. COMPILES190 ROUT .ALL CELLS CONTAINING VERTICAL CMU'SHAL BE IN ACCORDANCE WITH ASTM C90 75, HOLLOW LOAD-BEARING (CMU), p ( p ) v. - V LEA O PER ACI 530.1-0 IN THE BOTTOM OF COURSE OF MASONRY._ E _THE WALL HEIGHT EXCEEDS 5'-0".1 REINFORCEIv1ENT IN 5 0 MAXIMUM LIFTS PROVIDE C N UTS E 2 N..,w.. , CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E E GRADE N 1 HOLLOW CO_ RETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, TACK BOND SHALL NOT BE » .. MASONRY STEM WALLS- ALL ,,, , , - _�. REINFORCING, t /z 1 /z CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI .PEA ROCK CONCRETE GROUT. SPLICE,: 1�1 ORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS.. ALL EXTERIOR WALLS SHALL: BE REINFORCED FULL HEIGHT USED. GROUT ALL CELLS i 3 ROW OF 1 REINFORCING ( ) I UIT�OF ORCING AT INTERSECTIONS OF C MASONRY ELEMENTS BY INSTALLING WITH #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND .WALL INTERSECTIONS. PROVIDE :CONT N PERPENDICULAR MA S ALLING CORNS BARS,: MINIMUM OF -40 BAR REINFORCEMENT NAILS @ _ . • , .... , NT E .ENT L J01 M AT 1 _,HORIZONTAL TA 6 O.C. VERTICALLY EVERY '0TH R COURSE AND VERTICAL REI _... .. _ T U TED'OF 5 OR MORE COURSES.,,,, E HO Z N E NF. SHALL B_ INCREASED AS NOTED. ON _. aDJ;�f111J_1...EACH ELEMENT. AT;;STEMWALL OOHS R C ( ), . 2 PLY T� GER 1 SI:O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING .SHALL BE A •MINIMUM OF 6 BEAM. n SIMP50N \ S,. . • ° � 2x4 BLOCKING CLAY MASONRY (BRICK(: SDWC15600 3 PLY BEAM. N ,. N @24" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END W/3 -10d FRAMING e (1) ROW OF '10d ° ° TOENAILS. CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4" O.C. - DETAILS. ^ ACCORDANCE WITH ACI 301. AL CONCRETE TO TOP OF TRUSS AS SHOWN. " ALL. CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 08, AND SHALL BE CONSTRUCTED IN AC L ETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AT 12 O.C. PROVIDE 2x4BLOCKING AT -G RAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL 2x6 MEMBERS: CONCRETEA EA AT HORIZONTALOIN J TS. n ° 2 ROW OF t Od STUD ROOF SHEATHING, ::;SEE O BELOW GENERAL ,NOTES. (3) ROWS 1'2d - 4-10d I SPECIFICATIONS BELOW. � NAILS @ 4' O.C. - LOWER TOP ! p AND • � - AT 12" O.C. : STAGGERED" := PLATE. AT BREAK. OVER LAP. DOUBLE COMMONS FOOTING AND'FOUNDATTONS: - EA. SIDE. TOP PLATES. PRE-ENGINEERED WOOD .: WITH DESIGNED A SOIL BEAR MA SOILS INVESTIGATION N CODES. FOOTING HAVE BEEN BEARING DESIGN MAXIMUM) F 2000 PSF. A ATION EPORT'IS RECOMMENDED ; N5 SHALL BE IN ACCORDANCE .WITH LOCAL BUILDING ODE 0 R TO VERIFY WALL FOOTINGS RND FOUNDATIONS ( ) 2x SPF BLOCKING ROOF TRUSSES.. 2 & 3 PLY .BEAMS �,,,, INTERSECTION ENGINEER SHALL BE N ST _ < L VI 0 IN A DISTURBED OR UNSTABLE .SOIL THE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND `COHESIVE CLAY SOILS. SOIL COMPACTION - : FI _x6 POST SUBSURFACE CONDITIONS, IF THE FOOTING ELEVATIONS SHOWN OCCUR , (CLAY) M AND LL RIPPED TO FIT 2x4 OR CONDITIONS SMALL' BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR 1N ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. OF CORNER CL a c� L EMBEDS STEP HEIGHTS ETC. SEE ARCHITECTURAL PLANS: DO NOT SCALE FOOTING DIMENSIONS AND LOCATION ` » CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL NS CAI( N FROM THE , FOUNDATION; PLAN. ONLY (3)ROWS 5 LILU { 3 (3)ROWS OF 6-Y4- N MING PLA BUT BY DIME R0 FOUNDATION PLA IF -F ) CTURAL PLA OR FRA N DIMENSIONS PROVIDED ONN. FOOTING SIZE OR LOCATION IS NOT FOUNDATION: PLAN SHOWN ON S1.0: DO, NOT DETERMINE .FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL N 51MPSON I+i � TRUSSLOK TRU SLOK S I OR R DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EO) ` SDWC15600 . ENGINEERED WOOD ENGINEERED WOOD SEE ROOF " FASTENERS 0`24 o.c FASTENERS @ 24"o.c " D IN S .AND MESH SHALL BE CENTERS LAB ON GRADE. iN ALL CONTINUOUS FOOTINGS PROVIDE 3 Q 48" O.C.R ROD CHAIR FRAMING UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS# S. G SAS SHOWN AS SHOWN R B MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, SIMPSON INSTALLING CORNS ARS N ORCING WHERE PERMITTED, SHALL BE 48 PLAN FOR PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY R .� WALL INTERSECTION DETAILS. SDWC15600' CONDITIONS BAR :DIAMETERS SHE THING MAY CONDITIONS TERMINATE AT SIMPSON SEE ROOF SIMPSON L - CONCRETE SLABS ON GRADE: � SDWC15600 FRAMING 4 PL t NOTES. SDWC1560D TOP OF DBL. ti PLAN FOR , ,, 0 <� T OR 1. OVERLAP P PLATES AT COMPACTED EARTH FILL APPROVED CHEMICAL SOIL TREATMENT CORNERS NOTES - SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6 AND SEALED OVER CLEAN, 0 L WITH 0 ED IC T FOR PREVENTION OF SUBTERRANEAN SEE NOTE 1. AND INTERSECTIONS. „ SEE NOTE L .TOP PLATE. „ N » DETAILS. 14_ LVL AND _GREATER «- » TERMITES. $QWCUTS. FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, .PROVIDE SAWCUTS' THROUGH OUT SLAB -CALL EOR FOR `ALTERNATIVE METHODS. ;„. 2 DENOTES 3x0.131 GUN NAILS @ 6 O.C. VERTICAL TYPICAL CONNECTION 3. DENO ES SOLE PLATE ANCHOR, SEE SCHEDULE. N N NOTES: 4. WOOD:. FRAMING SPECIFICATIONS:: 5 < HEEL < 1'-0" SOLE PLAT ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. HEEL < 5 I 1. TYP. CONNECTION AT STUD COLUMNS N 5. CONTRACTOR MAY CHOOSE EITHER DSPECIFICATIONS NDS FOR WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO -WEATHER OR IN CONTACT WITH MASONRY CONCRETE OROPTION WHERE MULTIPLE ALL. WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN (NDS) • JACK -TO -KING ASSEMBLIES CORNER POST ETC. _ - NOTES: OPTIONS ARE SHOWN. TREATED. IF AC OR NON DOT BORATE PRESERVATIVE TREATMENT IS USED ALL .ATTACHED FASTENERS SHALL BE NOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE SOIL SHALL BE PRESSURE Q , STAINLESS STEEL... 1. TOP PLATE TO STUD SD'NC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY P PRE-ENGINEERED WOOD TRUSSES. AT TOP PLATE TO STUD SPACE @ 48» IN ADDITION O.C. TO (2) PLYS S FRAM D WALL CORNER AND.. WITH NFPA TPI AND AITC 100: CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING I NST SHALL', BEAR•, TH.E SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLYQ R S INSTALLED O AT ALL TRUSSES AS CO , : ; ROOF TRUSS NNECTION R 5. _ 7 INT N E TI C ONS STUD H S CONFIGURATIONS F THE DELEGATED TRUSS ENGINEER. A TRUSSES SHALL HAVE TEMPORARY GURA ONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY 0 NGIN ALL TR E ORARY BRACING PER COMMENTARY AND 6 BUILT UP MEMBER FASTENING » S SPREAD MULTIPLE STRAP CONNECTION DST PS To AILING CONFLICTS THROUGH RECOMMENDATION FOR HANDLING, INSTALLING. &BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB. 91. AT MUL RA AVOID N 0 GH TRUSS. WHEN USING (2) STRAPS ON S0.0 S0.0 SINGLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0.0 KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVER►NG 'SPECIFICAITONS. SDWC15600 SCREW. • SDWC SCREW ASPHALT BRINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED: ACCORDING TO THE MANUFACTURER'S-REQUIREMENTS.CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASA T TE FA NTNG. ENDS ROPENINGS SEE DETAIL AT RIGHT. NOf REQUIRED STANDING SEAM METAL ROOF SHALL COMP Y WIT 0 LESS INSTALLED. PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURERS REQUIREMENTS.D NGS L H ASTM E1514 AND BE INSTALLEDSEE DETAIL AT RIGHT. OT REQUIRED AND TILE ,ROOFS. SHALL BEFOR GABLE ENDS Q THAN 4 -6 METAL FLAB V . FOR GABLE ENDS. MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL RING AND ALLEY MATERIALS. DS ACCORDING TO THE MANUF Q KING STUD TO TOP PLATE. SDWC15600 SCREW TOP :::PLATE TO HEADER .FASTENING: ' <. WATERPROOFING., NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOTE UIRED R Q THE CONTRACTOR: SHALL BE RESPONSIBLE FOR THE DESIGNS INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LES <. / » FOR 'GABLE ENDS <a - THAN 4'-6"000 C PLATE TO HEADER:VJOQ FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGENDAND ABBREVIATIONS KING &JACK F SDWC SCREW STUDS SEE PLAN KING &JACK CONNECTION STUDS' SEE PLAN ti 24" O.C.` MEMBERS FASTENER INTERIOR LOAD BEARING .WALL LINTEL DIMENSION MIN,_ BRG MAX. SPAN eulLr-ue PosT IN THE waLL TYPE ® .: (2)12d TOE HEAD OR SILL ` „ NAILS E.E. PLATES SEE' 4 TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12 STAG. , , , „ �/ _ HEA SILL GABLE X BRACE 'SEE DETAIL 10 S0:1 L3 /z x3 /z x /a 4 61-0. /\ >�_ MIN SCHEDULE 2X6 -WALL PL ES SEE 3 GUN NAILS " „ » TRUSS TO TOP PLATE LAPS INTERSECTION FACE NAIL (2-16d) > > _ HEADER: SIZE JACK AND / L4x3 /z x /a 6 8 0(2)2x8-1/2'REDUCE PLATE. SDWC DESIGNATES SHEARWALL. THE KING STUD QUANTITY. ROUGH OPN G, SEE ARCH. :- Q . FADE NAIL 2-16d` 3 -GUN NAILS HEAD.. SILL KING STUD. TO FRAMING BELOW. DBL. TOP PLATE TO STUD { ) , » � �� - HIDDEN LINE DESIGNATES SIDE OF � SCREW L5x3 x 6 10 0 /z /aV �� PLATES SEE -- ' ROUGH PN'G „ WALL THE SHEARWALL' SHEATHING CS18 STRAP W 6 1OdX1Yz SEE ARCH. A TOE NAIL Sd @ 6 GUN NAIL @ 6 RIM JOIST TO -TOP PLATE { ) „ „ » >, L6x3'/ x'/ 6 12 -0 » ., 7o BE APPLIED. sd 03/6 SCHEDULE NAILS EACH END. STRAP -A 2 a SW 3 /6, „ KING STUD TO BOTTOM PLATE ?; _ - DESIGNATES sd COMMONS ®3 ATTACHMENT CAN BE INTERIOR OR CEILING JOIST TO TOP PLATE TOE NAIL 3 8d 5 GUN NAILS „ „ ( ) 1 , - H- L7x3 /z x /a 6 16 0 O.C. EDGE & 6 O.C. IN THE CONNECTON. SIMPSON ROUGH OPN G, SEE ARCH. EXTERIOR SIDE OF WALL. TIONS FACE NAIL 3 16d 4 GUN NAILS SDWC15600 SCREW. OMIT IF CEILING JOIST,' OVER PART( ( ) FIELD STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN LS - ' FOLLOWING. GABLE ENDS OR PLATE TO HEADER. RAFTER .FACE .NAIL 6 16d 8 GUN NAILS CEILING JniST .T0 ROOF RA LINTEL MUST HAVE CORROSION ( ) L N EL BRICK SPECIFIED,- NOT REQUIRED AT ADJ ADJACENT LG Lon JACK TRUSSES LESS SDWC SCREW @ RESISTANT COATING OF EPDXY BASED g VENEER - „ __ _ GABLE ENDS OR 2 STORY 3 GUN NAILS BM BEAM MANUF anufacture THAN $ OR OPENINGS LESS JOIST/TRUSS TO PLATE TOE NAIL (2-16d) I, 24 O.C. PAINT. WEATHER WALLS 2X4 WALL ' . • °------' BOT - BOTTOM MONO - Monolithic THAN 3'-6- � t 3-8d 3 -GUN NAILS RAFTER TO PLATE TOE NAIL ( ) ;BARRIER BRG BEARING OC on Center HEADER FASTENING SECTION 2. LINTEL MORE THAN 8'-0". SHOULD I I-_ _ -_, CMU -CONCRETE MASONRY UNIT OSB - One ted Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO , DBL -DOUBLE PERP - Perpendicular _ _ I s, EXCEED 6 FT. O.C. w 2 x3 WD. - - :(2-16d)3 GUN NAILS EE /a . - � � KING STUD T R ROOi=,RAFTER-:TO 2x_ RIDGE BM. TOE NAIL / DIA DIAMETER' PRE ENG Pre Engineered .. , . ,� 0 FRAMING BELOW. 9 4.. .: s: � _______� LINTEL _ .. • PROVIDE A EA EACH PSF Pounds ids er Square Foot . 1 @ @ DG SCREWS INTO HEADER /z P 9 . ,. :.,_. ) CS 8 STRAP W/ 1 16d 16 O.C. EDGE » HEADER TWO PIECES. .FACE NAIL TTACHMENT - :. CONT.,:: ,._, . W A a .< . , _ FOR SCREW. - - VERTICAL SLOTTED HOLE 0 EE EACH END PSI. Pounds per Square .• _. .., ; < . - 41 NAILS EACH EN �T a SEE NOTE 2 TUU OR 2X1D ' Copy CONT, HEADER:' TO STUD TOE NAIL (3-16d) 4 -GUN NAILS , EOR ENGINEER OF RECORD PT PRESSURE TREATED INTERIOR OR EXSIDE' OF WALL: , , - BLOCKING F TEN It -Desk 3. BRICK VENEER ATTACHMENT. EQ EQUAL QT Quick Tie SOLE PI ATE CKRJG AS STRAP NOT REQUIRED At +Flit SOLE PLATE CONNECTOR PFS _ _ STRAPPING NOT REQUIRED TOE NAIL 3 16d 4 GUN NAILS STUD TO SOLE .PLATE ( ) _ _ - _ EXT EXTERIOR REINF Reinforce PER SCHEDULE w 8 1Dd COMMONS' GABLE ENDS HORIZONTAL TIES @ 24 O.C., VERT.. / OR LOCATED Building Department „ lED"WITHIN 6 OF STUD _ AT LOWER LEVEL HEADERS �3, FBC - FLORIDA BUILDING C SF Square 't FLASHING B QDE Foo JACK TRUSSES LESS • KING FACE .NAIL TIES ®12 O.C.. FOR 130mph SOLE .PLATE TO JOIST BLOC 16d @ t6 GUN NAIL @ 8 ( P HEADER,PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN .. , / { ) ,, _ -Spruce MULTI STORY - f AtlarTt�c Beach, FL FDN FOUNDATION SPF Pine Fur THAN $ OR OPENINGS WIND ZONE VERT. TIES @ 16 O.C.. SEE PLAN7HOLD DOWN IS SPECIFIED BRICK LINTEL, -SINGLE STORY MULTISTORY " ' FT -FOOT SYP Southern Yellow Pine _ NAIL SPECIFICATIONS: 'AT ALL OPENINGS SPACE 1TES' WITHIN STACKED WINDOWS THAN 3 6 SEE SCHEDULE „ „ » FTG -FOOTING T - - _ „ a HRU Through 3x0;131 G - .GUN NAILS 2 x0.113 � RINK SHANK UNSTACKED. WINDOWS) 12 OF OPENINGS. PROVIDE. /,8 0 WEEP rr , " » HDR HEADER TYP Typical _ =8 TYPICAL. HEADER STRAPPING ' 2%0.113"0 6d 2 /2 x0.131 0 8dD.C.1M TELY ABOVE HOLES @ 33 OC MEDIA SECTION VIEW - HORIZONTAL ` UON - 'Unless ,,. FLASHING. HORIZ HO N Otherwise Noted - 3x0.148. �D - 10d 31/2%0.162"o .= 16d- OF BRICK LINTEL LBS - POUNDS VERT - Vertical S0.0 1 /z x0.148 O - 10dx1 /2 1 /z x0.131 0 - 8dx1 /2 WWF Welded Wire Fabric 20 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d ®4 O.C. PLATE w/ 10d 0 3" O.0 6" BLOCKING ONLY REQUIRED' DBL TOP MAX�4 NOTCH HEADER AT SHEARWALLS AND LPLATE BELOW TOP .PLATE STUCCO FINISH 5-8d COM P RCH SHEATHING, EACH SIDE E SPECIFICATIONS HEADER SQ I ° °I PORCH 16d COMMONS OF SPLICE 16d COMMONS B LOW °I FR » 2x4 SYP#2 HORIZ. BRACING 0 1 8 -GUN NAILS •I HEADER, 0 8 O.C. SHEATHING SPLICE CSP 8 O.C. ° °I - 24 O.C. BETWEEN OUTER WALL HEADER &SUPPORT SEE PLAN. & FIRST INTERIOR TRUSS. NAIL PORCH FULL HEIGHT PORCH POST PER PLAN. 2 MSTA24 » I �O CONT. RIBBON CONT. RIBBON 8d COM ® _ TO WALE ANCHOR OR DTT2Z „ EACH END w/ 3 0.131x3 NAILS PERPENDICULAR I STRAPS BOARD (TYP) BOARD (TYP) 3 O.C. HOLD DOWN' AT MIN. (2)2x4 WOOD (TYP) TO WALL BASE OF POS BELOW, & 1 ADJ. T O EACH SIDE FLOOR TO PORCH HEADER. FLOOR - FLOOR OF SPLICE TRUSS OPTION A TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. » 2x4 SYP 2 STRAP w 11 POT 24 16`GUAGE 4x4 POST.ABU44 SHEATHING SPLICE # I / DIAGONAL BE .OW - 6x6 POST: ABU66 10dx1Y2 EA. END STRAP w/11 FASTEN EA. » 10dx1 A. LSTA12 FOLDED OVER TOP _, Y2 E END END w DOUBLE TOP PLATE / PLATE w/5 -10d NAILS 3/a OSB or PLYWOOD - PORCH. .CONTINUOUS OVER _ 3-10d COMMONS INTO TOP PLATE & 5 RIM BOARD Y I PORCH HEADER - CE 4 - - - - - - _ SLAB o HEADER SHORTER THAN SEE PLAN 6" NAILS INTO BEAM. SPACE z TS16 _ » MAX ®48 O.C. OMIT CEILING MI IF WALL F Y LIG FRAMING FLOOR SYSTEM. ALIGNJ� WALL WALL FRAMING WALL FRAMING TRAPS q SHEATHING IS INSTALLS MSTA24 � ROD D x VERTICAL JOINTS WITH LINE „ SHEATHING SPLICE WALL SHEATHING STRAPS EPDXIED 6 MIN ON FACE OF BEAM INSTALL. FLOOR TO , ,JOINTS ° PLAN VIEW OF FLOOR STRAPPING PER ELEVATION VIE BLOCKING ONLY !E UIRED ELE W OF .BLOCK L Q 5-8d COM AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 0 - PORCH HEADER PORCH HEADER 8 -GUN e e STUCCO FINISH OF SPLICE AT POST NAILS `. AT POST. OPTION 1 OPTION 2 FULL HEIGHT ANCHOR OR DTT2Z ' OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLELPORCH SHEATH • ' P INt ATIONS• HOLD DOWN AT MIN. 2 2x4 » » O WOOD - /z GYPSUM (WATER PROOF GREEN BOARD, w 5d COOLER NAILS 0 6 A.C. EDGE & FIELD BASE OF POST` ( ) � BELOW. .& 1 ADJ. NOTE 1: OR OPTION ( ) B TO PORCH' HEADER. TRACTOR MAY CHOOSE OPTION OR 3. » » 1. CON 1 2 a OSB OR PLYWOO OR GREATS D w 8d COMMON ,NAILS ® 6 i 2. CONTRACTOR. SHALL .OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED /s ( � / O.C. EDGE AND FIELD. FL T FL WALL HEATH '1 FLOOR O FLOOR SHEATHING AND STRAPPING OPTIONS TYPI AL PORCH FRAMING TYPICAL 2 DETAILS 3 PORCH BEAM CONNECTION S0.1 S0.1 S0:1 SEE DETAIL 5 SO.1 FOR / DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP 2 2x4 NAILER FASTENED TO TRUSS ROOF # A A TRUSS. BOT. CHORD w/ 0.131x3 ®3 O.C. A 2-SIMPSON H2.5T. FLOOR OR 'VI B FAS ROOF 2x4 SYP#2 CATS AT 12 �ENED TO SHEATHING w/ 8d 0 3 O.C. - ^ - - - - - _ _ _ - - - _ - - - _ _ Q O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. " » SDWG 15600 PLATE w/ 4-0.131x3 SHEATHING FASTENED TO MAX.32 O.C. II�::] [7II II I - COMMON. TOP PLATE w 10d 0 3 O.C.O/ SCREWS » SHEARWALL f I 16 MAX, 0S6 WALL 2x SYP 2 CONT. ATTACH -\-H-Ill J1 FASTEN CATS EACH END w/ # AC B D 3-0.131x3"MON TOE NAILS TO TOP PLATE AND TRUSS SHEATHING' 6 C B C COM „ » w/ 0.131x3 0 3 O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR-//SHEARWALL C C' EXTERIOR WALL ,� S 8d�3 6 SW 8d@3"/6" ALTERNATE AER TE PERFOR TED SHEARW A B CONTRACTOR SHALL CONTACT LOU PONTIGO. ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS- ANY FIELDALTE ATIONS MADE PRIOR TO D BEING APPR VED BY LOU PONTIGO & C C ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR iN PECTION FEES. Al TRUSS. CONNECTION CALL OUT UPLIFT CONNECIOR A 2x4 SPF#2 CONTINUOUS TRUSS. SEE PLAN C ® - END STUDS TO FOUNDATION ENO STUDS TO FOUNDATION WALL SHEATHI G STUD WALL FRAMING 7/16" OSB OR HTT4 HOLD DOWN AT BASE (U.O.N) 8d COMMON WIRE w 2x SOLID BLOCKING / _ 8 10S X -BRACE w/ 2-16d INTO BOTTOM SW 8d@3/5: TO BLOCKING 0 3 O.C. � AT SHEATHING EDGE BLOCKING 3x3x'/4" TRUSS WEBS WIT w/3 -0.131x3 " COMMONS CHORD OF EA. TRUSS. AR NOTES. C - o F 6p 1Od COMMONS 1 PANELSEE 1 COMMON. 2x4 BLOCKING BETWEEN EA.' ATTACH AT EACH WALL / ROOF TRUSS, Lou Pontigo a n d STUD w/ 3-16 NAILS AT EA. -,-,' A. ALL AROUND SHEATHING OVERLAPS GABLE 12 MIN 11 Ass o c i a t e s, I n c. AMING INTERSECTION. (MIN. OF ' CON TR CTOR MAY SHEARWALL NOTES 5-16d BETWEEN EACH TRUSS) BRACE IS NEEDED OVERLAP BRACE 2X6 ANGLE 420 Osceola Avenue » 2x4 SYP 2 CATS AT 12 # CHOOSE S A ,B,CD' OR , Jax. Beach, Florida 32250 PERPENDICULARPh. TRUSS I, 24 - 2 0 os Fax. 241 955 -7 DETAIL B ALTERNATE A. FL: CA # 3344 SC: CA# 3579 SW -2 WALL REQUIRED FOR Q BRACE ITS ACCEPTABLE ., ITS ACCEPTABLE „ PLATE w/ 4-0.131x3 SHEATHING -WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. A WALLS. KING &JACK STUDS AT HEADERS MAY SERVE AS - - - ---FULL HEIGHT __. ;, ;; __ E T WASHER . _,T --.__. PLAN D ,,,, --_ _.-yam_ ANCHORING SPECIFICATIONS • � Q STUD WALL FRAMING TO SISTER A TO SISTER A MIN 2 PLY G STUD 36 LON D 36 LONG STUD 1)MSTA24 STRAPS ; ( STUD FASTEN w 12- FASTEN 12 / / OR BEAM GIRDER TRUSS OR BEAM SHEARWALL OR COMMON. I w/ 2x SOLIDI, BLOCKING BETWEEN ROOF END POSTS FOR SW. uBBBamaB 2X4 #2 SYP BLOCK 0 EACH r AT SHEATHING EDGE�a 8d COMMON WIRE NAILS i , � FACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING ROOF MEMBER. BETWEEN OVE RFRAMING RAFTER er . ..• � �,S.F�,�sav �. !- TO BLOCKING 0 3" O.C. -S. B AND ROOF MEMBER. 0-775 2x6 w 5-0.131x3" - - 18 50`2345 2x8 w '6 0x6" SDS SCREWS. No.h46 CIS ROOF TRUSS cs OR JOIST ` _ u5 i FOR PERPENDICULAR P 1 -T TAT RU S CONNECTION 113 9 y S e e EE DETAIL B CONTINUOUS 2x6 SYP Iy2 ABO M�-0. ♦� �q) t4, 11 : J JJ 8 C) F? ♦ +W LEDGER FASTEN WITH t. c „ �.p - 1 40 -5 0.131x3. r a EA. STUD. �BBHt�/{896114BBL4d PARALLEL TRUSS Christo h r Sabourin P DETAIL A P 1 E FL PE# 71461 j, 4 WALL ADJ. TO ROOF CONNECTION- SEE ON E .WHEN J N CT ON OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 REVISIONS DATE AND WALL SHEATHING AND STUD FRAMING. FIELD ALTERATION AL NA B ALTERNATE C ALTERNATE G ALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO STRAPS POST BELOW WITH 2-CS16 A - UPP TO LOWER STUDS ' A -UPPER APS WHEN FULL HEIGHT / » 0 � TO STUDS J /,R" OSB DIAPHRAGM FASTEN ROOF < FLOOR DECK 10d 04 O.C. ' ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT - SW 8d03 6. (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS I I 71ZI TRUSS. FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d I TO TOP CONNECTION CALL OUT UPLIFT CONNECIOR A 2x4 SPF#2 CONTINUOUS TRUSS. SEE PLAN C ® - END STUDS TO FOUNDATION ENO STUDS TO FOUNDATION 3" O.C. FASTEN PLATE w/ (2) ROWS FULL HGT THREADED ROD SEE PLAN 7/16" OSB OR HTT4 HOLD DOWN AT BASE (U.O.N) LEDGER FASTENED - EACH END w 3-10d WALL STUDS WALL STUDS / 2x12 OR 2 2x6 OR 2 2x4 SYP 2 „ O O # LEDGER, TOENAILS TRUSSES APPLIED BACKSIDE OF WEB. _ 8 10S X -BRACE w/ 2-16d INTO BOTTOM SW 8d@3/5: HTT5 OR HDU5 ® 8d03"6: HTT5 OR HDU5 OF 8d O 3" O.C. 314'0 BLOCKING 3x3x'/4" TRUSS WEBS WIT w/3 -0.131x3 " COMMONS CHORD OF EA. TRUSS. AR NOTES. C - o PLATE ANCHORS - SOLE PLATE ANCHORS 6p 1Od COMMONS 2x4 SPF PANELSEE -FLOOR COMMON. 1. AT ROOF TRUSS, SCH DULE ON DETAIL 3 S00EE SCHEDULE ON DETAIL 3 S0.0 / / SYP#2 2x4 NAILER FASTENED. ALL AROUND SHEATHING OVERLAPS GABLE 12 MIN 11 f FRAMING FRAMING CON TR CTOR MAY SHEARWALL NOTES TO TRUSS BOT. CHORD w BRACE IS NEEDED OVERLAP BRACE 2X6 ANGLE CATS EACH END w / » 2x4 SYP 2 CATS AT 12 # CHOOSE S A ,B,CD' OR , � „ 1. PROVIDE OSB SHEATHING Yis ,, „ . WITH 8d COMMONS M ONS 0 3 O.C. AT PANEL BOUNDARIES AND 6 IN THE FIELD. O.C.ASTEN R 31x3" 0 3' . (2) ROWS 0.1 I INTERIOR 3-0.131x3" NAILS 0 6' O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT-, LL PANEL EDGES. ' SW -2 SHEARWALL. REQUIRED FOR Q BRACE ITS ACCEPTABLE ., ITS ACCEPTABLE „ PLATE w/ 4-0.131x3 AT EX'ERIOR -WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. A WALLS. KING &JACK STUDS AT HEADERS MAY SERVE AS - - - ---FULL HEIGHT __. ;, ;; __ E T WASHER . _,T --.__. PLAN D ,,,, --_ _.-yam_ ANCHORING SPECIFICATIONS • � Q TO SISTER A TO SISTER A MIN 2 PLY G STUD 36 LON D 36 LONG STUD 1)MSTA24 STRAPS ; ( STUD FASTEN w 12- FASTEN 12 / / OR BEAM GIRDER TRUSS OR BEAM SHEARWALL OR COMMON. ENDIN BETWEEN ROOF END POSTS FOR SW. 2X4 #2 SYP BLOCK 0 EACH FACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING ROOF MEMBER. BETWEEN OVE RFRAMING RAFTER 5_ 16d�NAILS EXTERIOR WALL !- TRUSS -S. B AND ROOF MEMBER. 0-775 2x6 w 5-0.131x3" - - 18 50`2345 2x8 w '6 0x6" SDS SCREWS. HEADER. DOWN'°CONNECTION CONNECTION CALL OUT UPLIFT CONNECIOR A H2.5T 0 32 O.C. T BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT.. PLAN OR' HTT4 HOLD DOWN AT BASE ' (U.O.N) H ADER UP CONNECTION CONNECTIO CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN EMBEDMENT DEPTH OR HTT4 HOLD DOWN AT BASE (U.O.N) JINULt BRACING NOTES AND SPECIFICATIONS V 1 TRUSS' BRACING ACING 1.)ALL BRACING LUMBER .SHOWN, EXEPT Uj FOR T -BRACE SHALL BE 1x4 SYP#3 Fnnn D OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 4< io 2. BRACING LUMBER MBER SHALLINTERSECT TERSECT ISI J THE WEB OF THE BRACED ACED TRUSS PER D ' II ELEGATED'TRU SS ENGINEER. 0 0 W II 3.)PERMANENT ENT PERMANEN B II T RACING ) WHERE NOT Z tl ED ON TRUSS MFR. SHOP DRAWINGS.- THE CONTRACTOR CTO SHALL II PROVIDE 1x4 SYP#3 OR BETTER.. BOTTOM _ CHORD BRACING W T BRACE FASTENED TO CNG I°I PERPENDICULAR TO TRUSS .BOTTOM WEB w 1 d 0 6"O.C. I I CHORDS A T- BRACE TO BE TH E AND ATTACHED TO EACH =I TRUS WITH 2-8d COMMON NAILS. N AT SAME SIZE,S SPECIES � 4 II GABLE END AND GRA)E AS WEB WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE I°I DIAGONALS TO E BRACED. (APPROXIMATELY 45% TO THEO ' II ( I`I ADJACENT EXTERIOR PERPENDICULAR r � , WALL BETWEEN EACH LIN OF II E BRACING V ° TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING CNG cO MATERIAL. THIS REQUIRMENT'IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE „ AT 3 O.C. TYP TO DBL. TOP PLATE I ROOF - NAILS T Y ( ) LX4 J Yt' 1 UU LLUUKtKS 0 2x4 BLOCKING. FASTEN (1)DIAGONAL TRUSS S BETWEEN THE WALL AND THE FIRST EMBEDMENT DEPTH 0 24 O.C. „ VH3 3/8 - EACH END w 3-10d WALL STUDS WALL STUDS / 2x12 OR 2 2x6 OR 2 2x4 SYP 2 „ O O # LEDGER, TOENAILS TRUSSES APPLIED BACKSIDE OF WEB. _ 8 10S X -BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48 0. . DBL TOP P I C Q$ LT L INE OF BOTTOM CHORD BRACING AT A 93 H2.5T HURRICANE CLIP.O EA. 314'0 AT 16 O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW 3x3x'/4" BRACING APPLIED T COMMONS CHORD OF EA. TRUSS. TO GABLE TRUSS .BOTTOM CHORD W/ � OUTLOOKER TO TRUSS. w/ 4-12d; NAILS AT EACH RAFTER. ROOF SHEATHING 6p 1Od COMMONS SEE PLAN EDGER CONNECTION s L O s DECK LEDGER AT OVERFRAME RAFTERS. WHEN yyHF� 10 GABLE END B RACING SDWC15600 CSD 36" O.C. OMIT IF » PERMANENT TRUSS BRACING AW VER AME RAFTERS SEE PLAN. OVERFRAME 1110 .ti OTED 0 T TED SS 0 LEDGER CONNECTION BY TRUSS TRU E RU R TRUSS SHOP DRAWING FOR TY. AND Q SHEATHING OVERLAPS GABLE 12 MIN 11 FRAMING LOCATION. IF MORE THAN 1 LATERAL :- OR POST. - » L SPACE GABLE END BRACING 0 4 6 MAX. 1•. ROOF TRUSS ROOF TRUSS BRACE IS NEEDED OVERLAP BRACE 2X6 ANGLE AS SHOWN. 1• SIMPSON H3 W/ 10 Sd COMMON SYP LEDGER ATTACH I 2 LE DBL SYP 2 LEDGER NAILS FROM RAFTER TO LEDGER MIN 2 PLY STUD MIN 2 PLY STUD BRACE TO EACH STUD, PER ATTACH TO EACH STUD, : THESE STRAPS AND LEDGER TO ROOF MEMBER. I: R .SCHEDULE BELOW PER SCHEDULE BELOW, 2x4 SPF#2 MAY BE OMITTED 2X4 T -BRACE. ONLY IN LIEU OF 2 ST S IN LIEU OF 2 STUDS ELEVATION WALL SHEATHING UP IN WHEN OVERFRAME BLOCKING REQUIRED FOR Q BRACE ITS ACCEPTABLE ., ITS ACCEPTABLE GIRDER TRUSS GABLE' END TRUSS. ` - - A SINGLE LEDGER B .DOUBLE LEDGER. RAFTER LENGTH ALT. TO BOTH H3 ABOVE LENGTHS > 8'-0". - - - ---FULL HEIGHT __. ;, ;; __ E T WASHER . _,T --.__. PLAN D ,,,, --_ _.-yam_ ANCHORING SPECIFICATIONS • � Q TO SISTER A TO SISTER A MIN 2 PLY G STUD 36 LON D 36 LONG STUD 1)MSTA24 STRAPS ; ( STUD FASTEN w 12- FASTEN 12 / / OR BEAM GIRDER TRUSS OR BEAM - » PRODIDE MTS1 2 OR CS16 DIRECTLY LESS THAN 4'-0" VERTICAL VERTICAL - FASTEN w 10d COMMONS / ®6 ON -CENTS R 2X4 #2 SYP BLOCK 0 EACH FACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING ROOF MEMBER. BETWEEN OVE RFRAMING RAFTER !- GABLE BRACE. FASTEN N EACH B AND ROOF MEMBER. 0-775 2x6 w 5-0.131x3" - - 18 50`2345 2x8 w '6 0x6" SDS SCREWS. AT SILL PLATE END - W 3 10d TOENAILS 776•-1250 2x8 w 8-0.131 x3 - -1 / 2346 3125 2x12 w 8 0x6 SDS SCREWS / /a 1251-1540 2x10 w 10-0.1310* /„ BLOCK TO DBL TOP 1540-1850 2x12 w 12-0.131x3 / vi a PLT W/ 2-H2.5T PROVIDE SOLID SPF#2 BLOCKING AT PANEL NEL JOINTS ADJACENT �TO LEDGER A NOTES. WHERE A LEDGER IS INDICATED TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING.' I �. i » 0..131x3 TOE NAILS 0-:8 O.C. ON PL AN AND NO TRUSSES BEAR AT THAT LOCATION, 1 FROM BOT. CHORD OF TRUSS .... JINULt BRACING NOTES AND SPECIFICATIONS V 1 TRUSS' BRACING ACING 1.)ALL BRACING LUMBER .SHOWN, EXEPT Uj FOR T -BRACE SHALL BE 1x4 SYP#3 Fnnn D OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 4< io 2. BRACING LUMBER MBER SHALLINTERSECT TERSECT ISI J THE WEB OF THE BRACED ACED TRUSS PER D ' II ELEGATED'TRU SS ENGINEER. 0 0 W II 3.)PERMANENT ENT PERMANEN B II T RACING ) WHERE NOT Z tl ED ON TRUSS MFR. SHOP DRAWINGS.- THE CONTRACTOR CTO SHALL II PROVIDE 1x4 SYP#3 OR BETTER.. BOTTOM _ CHORD BRACING W T BRACE FASTENED TO CNG I°I PERPENDICULAR TO TRUSS .BOTTOM WEB w 1 d 0 6"O.C. I I CHORDS A T- BRACE TO BE TH E AND ATTACHED TO EACH =I TRUS WITH 2-8d COMMON NAILS. N AT SAME SIZE,S SPECIES � 4 II GABLE END AND GRA)E AS WEB WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE I°I DIAGONALS TO E BRACED. (APPROXIMATELY 45% TO THEO ' II ( I`I ADJACENT EXTERIOR PERPENDICULAR r � , WALL BETWEEN EACH LIN OF II E BRACING V ° TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING CNG cO MATERIAL. THIS REQUIRMENT'IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE CHART TO DBL. TOP PLATE I BOTTOM CHORD BRACING PROVIDE DIAGONALS 1N THE END SPACE © O 0 0 ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. (1)DIAGONAL BRACE PER BETWEEN THE WALL AND THE FIRST EMBEDMENT DEPTH DOUBLE FULL HT. 3/8 (4) TO TRUSSES APPLIED BACKSIDE OF WEB. _ 8 10S X -BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48 0. . DBL TOP P I C Q$ LT L INE OF BOTTOM CHORD BRACING AT A TOP PLATE. ' ANCHOR 314'0 DOUBLE TOP 3x3x'/4" BRACING APPLIED T COMMONS CHORD OF EA. TRUSS. TO GABLE TRUSS .BOTTOM CHORD W/ � MAXIMUM SPACING OF 20 .:FEET.. PLATE FRONT SIDE OF WEBS' SEE PLAN EDGER CONNECTION s L O s DECK LEDGER AT OVERFRAME RAFTERS. WHEN yyHF� 10 GABLE END B RACING SDWC15600 CSD 36" O.C. OMIT IF » PERMANENT TRUSS BRACING CONTINUOUS 0 INUOUS LATERAL BRACING SEE .ti OTED 0 T TED SS 0 LEDGER CONNECTION BY TRUSS TRU E RU R TRUSS SHOP DRAWING FOR TY. AND Q SHEATHING OVERLAPS GABLE 12 MIN 11 FRAMING LOCATION. IF MORE THAN 1 LATERAL :- OR POST. - » L SPACE GABLE END BRACING 0 4 6 MAX. S0.1 S0.1 USE THIS TAI E IS DE LTO FASTEN OVERFRA MED ROOFS, VALLEYS, ETC. S0,1 NO- ENGINEER. NOT SHOWN FOR CLARITY TES, BRACE IS NEEDED OVERLAP BRACE IV AS SHOWN. 2. ALL MATERIAL TO BE SYP 2 # MIN 2 PLY STUD MIN 2 PLY STUD JINULt BRACING NOTES AND SPECIFICATIONS V 1 TRUSS' BRACING ACING 1.)ALL BRACING LUMBER .SHOWN, EXEPT Uj FOR T -BRACE SHALL BE 1x4 SYP#3 Fnnn D OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 4< io 2. BRACING LUMBER MBER SHALLINTERSECT TERSECT ISI J THE WEB OF THE BRACED ACED TRUSS PER D ' II ELEGATED'TRU SS ENGINEER. 0 0 W II 3.)PERMANENT ENT PERMANEN B II T RACING ) WHERE NOT Z tl ED ON TRUSS MFR. SHOP DRAWINGS.- THE CONTRACTOR CTO SHALL II PROVIDE 1x4 SYP#3 OR BETTER.. BOTTOM _ CHORD BRACING W T BRACE FASTENED TO CNG I°I PERPENDICULAR TO TRUSS .BOTTOM WEB w 1 d 0 6"O.C. I I CHORDS A T- BRACE TO BE TH E AND ATTACHED TO EACH =I TRUS WITH 2-8d COMMON NAILS. N AT SAME SIZE,S SPECIES � 4 II GABLE END AND GRA)E AS WEB WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE I°I DIAGONALS TO E BRACED. (APPROXIMATELY 45% TO THEO ' II ( I`I ADJACENT EXTERIOR PERPENDICULAR r � , WALL BETWEEN EACH LIN OF II E BRACING V ° TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING CNG cO MATERIAL. THIS REQUIRMENT'IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE CHART TO DBL. TOP PLATE I BOTTOM CHORD BRACING PROVIDE DIAGONALS 1N THE END SPACE © O 0 0 ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. ' 2x4x6 SYP#2 LATERAL BRACE EA. L � BETWEEN THE WALL AND THE FIRST EMBEDMENT DEPTH DOUBLE FULL HT. 3/8 '/z "0 '/z "0 _ 8 10S X -BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48 0. . DBL TOP P I C Q$ LT L INE OF BOTTOM CHORD BRACING AT A TOP PLATE. ' ANCHOR 314'0 DOUBLE TOP 3x3x'/4" CONNECTORANCHOR COMMONS CHORD OF EA. TRUSS. TO GABLE TRUSS .BOTTOM CHORD W/ � MAXIMUM SPACING OF 20 .:FEET.. PLATE PICAL SEE PLAN EDGER CONNECTION s L O s DECK LEDGER AT OVERFRAME RAFTERS. WHEN yyHF� 10 GABLE END B RACING SDWC15600 CSD 36" O.C. OMIT IF » PERMANENT TRUSS BRACING OTED 0 T TED SS 0 LEDGER CONNECTION BY TRUSS TRU E RU R SHEATHING OVERLAPS GABLE 12 MIN 11 FRAMING OR POST. - » L SPACE GABLE END BRACING 0 4 6 MAX. S0.1 S0.1 USE THIS TAI E IS DE LTO FASTEN OVERFRA MED ROOFS, VALLEYS, ETC. S0,1 NO- ENGINEER. NOT SHOWN FOR CLARITY TES, » , _ - SCALE, - - S0.1 3/4 1 0 FULL HEIGHT 2. ALL MATERIAL TO BE SYP 2 # MIN 2 PLY STUD MIN 2 PLY STUD THREADED ROD 1- D IN LIEU OF 2 ST S IN LIEU OF 2 STUDS ELEVATION DETAILS ITS ACCEPTABLE ., ITS ACCEPTABLE GIRDER TRUSS A' EL COUPLER STEEL - - - ---FULL HEIGHT __. ;, ;; __ E T WASHER . _,T --.__. PLAN D ,,,, --_ _.-yam_ ANCHORING SPECIFICATIONS • � Q TO SISTER A TO SISTER A MIN 2 PLY G STUD 36 LON D 36 LONG STUD 1)MSTA24 STRAPS ; ( STUD FASTEN w 12- FASTEN 12 / / OR BEAM GIRDER TRUSS OR BEAM OPTIONAL, LOCATE - FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED © O 0 0 ROD 0 --- CONCRETE HOLE d SOLE EMBEDMENT DEPTH DOUBLE FULL HT. 3/8 '/z "0 '/z "0 UPLIFT -- ; _FULL PLATE - HT. TOP PLATE. ' ANCHOR 314'0 DOUBLE TOP 3x3x'/4" CONNECTORANCHOR 2Yi' 3" PLATE SEE PLAN -. ---WALL STUD OR POST. FULL HEIGHT - THREADED ROD SEE PLAN ELEVATION - o a 'w I O; A' EL COUPLER STEEL - OPTIONAL, LOCATE - FULL HT. AS NEEDED !- ANCHOR _- AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED © O 0 0 ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/z "0 '/z "0 2x2x'/6 " 4" 4" 2" 3" 5/8 314'0 '/a"0 3x3x'/4" 7.5" 12" 2Yi' 3" DEPTH O MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FO OVER TOP PLATE (2)MSTA24 STRAPS w - 0.131x3" GUN 0.131x3" GUN NAILS FASTEN w/18 FOLD OVER TOP'PLATE SIMPSON HTT5 OR I / • NAILS i (2)MTS1'2 FASTEN w/1+8 -10d HDU5. FASTEN (2) TS12 26-10d'COMONS o SIMPSON DTT2Z p N O OT SC LE DIMENSIONS FROM - » THESE DRA . W/B ,Y4 X1Yi � NGS. IF A DIMENSION IS UNC LAR REFER TO THE ,. .. SDS SCREWS o, SIMPSON FULL HEIGHT AIZCHITEc URAL DRAWINGS OR FULL HEIGHT .. 2H. MINIMUM 2 5T c N MUM 2 PLY 2 H2.5T o TACT THE E.O.R. LTT206 THREADED. OD - O ( ) .f ROD. "1 STUD » MINIMUM )J THREADED ROD WITHIN 6" OF 2''PLY „ MINIMUM EPDXIED 4 MIN ,, GIRDER SEE PLAN) TURN TI ( ) PAN NAME TEN HD AT 2ND STORY � THREADED ., » 2 PLY AT 2ND STORY STUD COUPLER TIGHT • 3ix6 11TEN HD STUD STUDS PROVIDE ROD EPDXIED » STUDS PROVIDE GREENW OD CA 1 » RR BEAN AGAINST PLATE ,, Yz THREADED ROD 2 C 18 1 CS}8 STRAPS 7.5 MIN' S STRAPS ° 4ry2'x6" OXIED 4 -MIN OR DESIGN/DRAWN/CHECKED SIMPSON ' AT 'BASE OF STUDSAT BASE OF STUDS N RAWNlCHECKED TITEN HD ROD COUPLER TITEN HD» (FLOOR TOFLOOR) (FLOOR TO FLOOR) CS KM LAP RODS - THD37634RC ( x63/4) MINIMUM / 2 PLY HOLD DOWN SEE PLA DATE SIMPSON DTT2Z a STUD s » �� /s _ROD - DTT2Z 01.16.1$ -W/8- Ya x1J¢ HTT5 5/s' ROD HTT5 DS SCREWS SCALE ! S. BUILT-UP POST, BUILT-UP POST SEE PLAN. SEE P .� LAN. S NOTED LPA No TOLL -18-00038 HTT5 or HDU5 DTT2Z TOB CONTROL No. ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 3 FULL HEIGHT ROD FULL HEIGHT ROD ULL HEIGHT TR CONVENTIONAL 4298 3 B. r SH -FET. /s FULL HEIGHT ROD ALTERNATE LL HEIGHT WOO FRAME WA 1 FU D RAM LL ANCHORIN SYSTEM 2 G S S M 13 HOLD DOWN ATTACHMENT T 14- FULL. HEIGHT THREADED ROD ATTACHMENT ETAIL N O 15 1 GIRDER / BEAM STRAPPING WHEN. S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 0.1 so.1 ALTERNATE SO.1 OTED s .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN y SHE T2 OF 9 r OVERLAP SIDEWALL TOP PLATE OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE FASTEN HEADER AT CRIPPLE SHEATHING w Sd TOP OF ROUGH / OPENING STUD' GARAGE COMMON ® 3/6 %"0 THREADED ROD HEADER w/3x3x�/4" PLATE GARAGE HEADER, GARAGE HEADER, 2 SEE PLAN SEE PLAN ALWAYS PLACE GOAL POST. FASTEN TO STUD {)20 a 5 STRAPS . . . HTT5 W HEADER AT — d HEADER TO JACK / PACK WITH 2 ROWS OF 16 . . z' •• TOP OF ROUGH §'a THREADED ROD. / RING SHANK NAILS CSA 12 O:C. EPDXIED 12" MAX a STRAPS OPENING (2)209 ° :. HEADER TO JACK E THRU :.. .: ATTACH GARAGE DOOR EXTEND HEADER TO 2x4 BLOCKING /4-0.1310*TOE NAILS (2 EA. SIDE) K DIRECTLY INTO ... :. 2 2 UPRIGHT BUC CTL ,/� { F WALL 2 2x6 KING STUDS / FAR SDE 0 { ) HTT5 W H3 ®EA. 2x 4* O.C. / STUD PACK, PER GARAGE .DOOR o (2)MSTA24 » 2 2x6 2 2x6 SPF / A5 SHOWN. o NOTE Q { ) ( ) (2)MSTA24 OUTLOOKER AT 24 O.C. PLACE GABLE END TRUSS (.2)2x6 JACK STUDS 5i's THREADED. ROD SUPPLIER JACKS � "� EPDXIED 12" 6 6 6 6 TO THE INT. FACE OF AND (1) '_ » *_ " BALLOON FRAMED WALL 0 4 0x4 0 PIECE OF WALL tROOF KING. HEATING INSTALL AT UPPER STUD SPACING, SEE SHEATHING AND: FASTEN TRUSS TOP HTT5 w S HTT5 w/ FRAMING PLAN � A AND BOTTOM CHORDS TO / CORNER 1 BELOW GARAGE HEADER " SCHEDULE. BALLOON FRAMED WALL (2)2x STUD CORNER THREADED ROD E THREADED ROD- „ o � • • • • • ON EXTERIOR STUD TRIMED AS DETAIL A ALWAYS PLACE. 5-12d TOE STUDS w 2-0.131x3~ EPDXIED 12 ( EPDXIED 12 2x4 BLOCKING AT NAILS EACH / 6 6 6 6 6 6 L u SHOWN) HEADER AT TRUSS NAILS AT EA. STUD. 48 O.C. BETWEEN P.T. SOLE PLATE—,TOP OF ROUGH GABLE AND FIRST 8d COMMON GA BOX OPENING INTERIOR TRUSS. GARAGE HTT5 w/ FASTEN SHE ATING TO HEADER w/ 9 LV 0 NAILS "- SOLE PLATE „ HTT5 w/ » » 7JACKS AND KING FASTEN GABLE END FLOOR THREADED ROD s » IN 3 GRID PATTERN AS SHAWN AND 3 O.0 IN ALL FRAMING TRUSS w ANCHOR % » THREADED ROD STUDS, BLOCKING 8c SILLS TYP: STUDS PER PLAN. / FULL Ht EPDXIED 12 { ) ANCHOR AND HA4 SOLE PLATE .5 EPDXIED 12' I EA. END ..� : HTT5 w/ ANCHOR GARAGE WING WALL SECTION a DOUBLE BL CKING AT PANEL JOINT NAILED TOGETHER w 3-16d SINKERS „ < �. THICKENED SLAB EDGE / THREADED ROD AT GARAGE OPENING. EPDXIED 12" r .0 THREADED ROD' OVER ADDITIONAL DOUBLE PLATE BETWEEN P.T. SOLE k » PLATE a THICKENED SLAB EDGE AT NOTES. STUDS). DRILLED AND w/ 12 EMBEDMENT & 3x3x/4 WASHER. GARAGE OPENING. . 6.. 1. ALWAYS PLACE GARAGE HEADER- AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION ` ,, .. �. ,.a a :. .aa CONVENTIONAL SW q., _ e a a ANCHOR PER SCHEDULE. �' .. ®. . a. •:. NO FULL HEIGHT ANCHOR REQUIRED_ GARAGE PORTAL ING WALL GARAGE HEADER FRAMING 2 3 GARAGE CENTER WALL FRAMING 4 BALLOON .FRAMED ABLE END WHEN 1 WHEN OTEO S0.2 OiEo S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SO- SPLICE 2x x 4'-6" P.T. SYP NO.2 EXPOSED AFTER TAIL TO EACH ROOF PORCH BEAM .SUPPORT POST TRUSS ® 4" O.C. Fk JACK STUD IF 4x4 IS SPECIFIED ON PLAN,' JACK STUD AT DOOR x4 P.T. SYP No.2 AT DOOR USE {2)2x4 SPF#2 SUPPORT. LOCKING CLOSURE FASTEN MIN. (2)2x4 PT SYP: '#2 BLOCKING/ CLOSURE IF 6x6 IS SPECIFIED ON PLAN. WALL 3� / 3-12d TOE NAILS. RIP OWN TO REQUIRED DEPTH 24 MAX. USE (3)2x4 SPF#2 ::SUPPORT. SHEATHING PRE—ENGINEERED � • 0. RATED WALL SHEATHING w/ 12 MIN. WOOD ROOF TRUSSES. Y"x3 , 6"O.C.ED FIELD. ATTACH PORCH BEAM TO CS18 w 7-1 dx1Ys" 12d COMMON PLAN VIEW 4 PLAN VIEW SIMPSON LTT208 ' 8d CSD 0. GE & / " WIRE NAILS TAPCON SUPPORT POST w/ (2)HTS20. EACH END 48 RECESSED IN SLAB 0 4" O.C. . SCREW „ O.C. STRAP. AN BE I STAGGERED � w/Ys THREADED ATTACH SUPPORT POST TO INSTALLED E THEIR ROD EPDXIED 4 SOLE PLATE FOUNDATION WITH HTT4 ANCHOR FACE OF S D I CS18 w/7—lOdxlYz" � w/ 5/a "0x6» EMBED EPDXY 'ROD. U,O.N• EACH END C� 48" • O.C. STRAP CAN BE SYP#2 PT SOLE PLATE I d I UPLIFT CONC. CONC. BOX COLUMN I L INSTALLED EITHER CONNECTOR SLAB SLAB -FACE OF STUD MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ® 3 FLOOR - WATER PROOFING AT TRUSSES USSES TRUSSES ' I' LOWER POR11ON OF DOUBLE ELEVATION VIEW ELEVATION VIEW OR JOIST. D JOIST. OR JOIST. r TOP PLATE BOX COLUMN BY :BUILDER IF PT MATERIAL IS NOT USED. I OPTION B BEAM' SEE i OPTION A OPTION B' OPTION A LAP PLAN STRAPPING. SHEATHING OPTION C DROPPED BEAM FRONT ENTRY AMB FASTENING s BOX COLUMN DETAIL' WALL STRAPPING OVER BEAM "4 wrla� 5 1 WHEN s RAFTER TAIL DETIAL TED Sp, THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. S0. THIS DETAIL ONLY APPLIES WHEN N0 ED ON PLAN SO. v< KING STUD TO TOP PLATE: .x, SDWC15600 SCREW, 40 10 10 DOUBLE ~3 2X4 TOP PLATE 2X4 LEDGER FASTEN TO TRUS } STUD TO PLATE:w/2-12d COMMO S " SDWC15 00 SCREW. 2" O.C. $CJD TO .TOP PLATE. STUD TO TOP RLATE: - HTS20 STRAP:" . SDWC15600 SCREW. SDWC15600 SCREW. •` ®32 O.C. WRAP AROUND,,MAIN 0 32 O.C. HOUSE TOP PLATE I STUDS TO TOP PLATE sTuO To BOT PLATEN BOT PLA IE TO TRUSS SDWC15600 SCREW. 18 GAUGE 24" STRAP .� AT EACH SIDE OF EACH Y4 x3Yz LAG SCREW ® 32" O.C. CORNER (6 TOTAL) — WITH RO ND WASHER � 1 MST 24 AT EACH LOOR TRUSS I DOUBLE 2X4 TOP PLATE (; MAIN HOUSE WALL 16 GAUGE 24" STRAP AT SAME ELEVATION AS I SHEATHING I AT EACH SIDE OF EACH HOUSE TOP PLATE L I CONTINUOUS THRU I I CHIMNEY FRAMING CORNER (6 TOTAL) 1 WALL SHEATHING HTT5 (1 AT EACH 4: S T fi OUTSIDE CORN EE CONSTRUCTION ER BOT PLATE TO FRAMII+10 BOT PLATE TO FRAMING I p SPECS 2'TOTAL 1 BELOW CS180 32 O.C. ) C �� CS18® 32 0. , I MAIN HOUSE STUD TO BOT PLATE: I BOT PL TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. , . /� EXTERIOR WALL I Y4 x3Yz LAG SCREW ®32 O.C. „ WITH ROUND WASHER +w I DOUBLE 2X4 STUDS I 24 O.C. , AT CO RNERS Y I k FLOOR HTS20 STRAP. I FRAMING WRAP AROUND .MAIN HOUSE TOP PLATE HTS20 STRAP. i WRAP AROUND MAIN It I HOUSE TOP PLATE MAIN HOUSE I EXTERIOR WALL » 18 GAUGE 24 STRAP I ! i AT EACH SIDE OF EACH , I � F CORNER 6 TOTAL I TRUSS OR BEAM PARALLEL TO WALL ABOVE HTS20 STRAP. I WRAP AROUND MAIN DOUBLE 2X4 TOP PLATE I HOUSE ,T P i DOUBLE i 0 PLATE AT SAME ELEVATION AS I MAIN. HOUSE WALL TRAPPING DETAIL WALL STRAPPING DET 0 wHa1 41��ETAISL TRAPPING DTAIL 1D L 5 11 RA AIL � 2x4�� HOUSETOP PLATE i TOP PLATE STUDS oto I AT CORNERN P S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. THIS DETAIL ONLY APPLIES: WHEN NOTED ON PLAN ONLY APPLIES WHEN NOTED 0 LAN i (2)2X6 HEADER -. •. 2X4 STUD CS 16" ABOVE CHIMNEY OPENING I (2)2X_ STUDS ROOF. SHEATHING PER I CONSTRUCTION SPEC's MAIN HOUSE WALL L SHEATHING HTT5 (1 AT EACH CONTINUOUS THRU 10d COMMONS 1 2"x10 S.S LAG BOLT OUTSIDE CORNER I CHIMNEY FRAMING FASTEN STUD TO 'MAIN ®6 o.c 2 TOTAL) HOUSE S — I STUD w/2 ROWS 2x6 SPF#2 RAFTERS WALL SHEATHING OF 12d COMMONS @ 12" O.C. 24'o.c SEE CONSTRUCTION I 2x6 SYP#2 LEDGER H2.5T SPECS " " I 2X4 STUD 016" w/2-1/4 x6 SDS SCREWS ®D 16"o.c SOLE PLATE ANCHOR ELEVATI N PLAN (MINIMUM 2 PER SIDE) E OF BUILDING ATTACHMENT WOOD BEAM PER PLAN T SEE PLAN 6x6 POS 2 H2.5T 4x4 HORIZONTAL LEG 2 CHIMNEY FRAMING 3-10d TOENAILS %N8" LAG SCREW EACH SIDE - RECESSED , : 4x4 DIAGONAL ;"X8" LAG SCREW RECESSED 4x4 VERTICAL ALL EXPOSED METAL CONNECTORS AND - FASTENERS SHALL BE STAINLESS STEEL 13 SHED ROOF - BRACKET DETAIL S0.2 SCALE: 3/4" = V-0" r',ssolciates. inc 420 sceola Avenu jax. 6e ch, Florida 32: Ph. 242-0 08 Fax. 241 FL: CA # 344 SC: CA# STAT 0 o p s e N w ,sy o 0R�• !d. Christoph r) Sabourin PE FL PE#71461 REVI IONS DATE IF W "' .j 4< 0 W 0 LLj Z 00 U I MISC FPAMING D TAILS DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLE AR REFER TO THE ARCHITEC URAL DRAWINGS OR CONTACT THE E.O.R. LAN NAME GREENWOOD — CARRIBEAN DESIGN/ RAWN/CHECKED CS KM /LAP DATE 01.16.18 SCALE' S NOTED SHEET 3 OF r SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE 61'-6"lo INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS ss�cia 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 • FL: CA # 8344 SC: CA# 3579 71'-6" 10>-0" N ,q 61'-6"lo I DATION 5 8 S-0" LA N v F ss�cia 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 • FL: CA # 8344 SC: CA# 3579 71'-6" 10>-0" • _ 61'-6"lo I DATION 5 8 S-0" LA N v � i DO NOT SC LE DIMENSIONS FROM 9 1 IF A DIMENSION IS 2 UNCLE AR REFER TO THE 3 10)-2)p S1.01 S1.01 ARCHITECTURAL DRAWINGS OR S1.01 CO S1.01 F2,5 HB; FOUNDATION PLAN, NAME. FOOTING SCHEDULE AND NOTES SCA 4" 1'- LE: 1 0" / - CARRIBEAN TYPE LENGTH WIDTH DEPTH BOTTOM BARS �. DESIGN/DRAWN/CHECKED F_ -r-7DOWELS ------- --- - -- - O r�MONO FOOTING TO 01;16.18 F3.0 S-0" - . BO 31-0.1 1 -0 3 #5 EA. WAY T "STEMWALL w/ 2-#5x30 I» I�B .. m ., 4- 5 EA. WAY BOT. F3.5 3 -6 3-6 1 -0 # � S NOTED F4.0 40^ 4' 11-011 $- _ " 4-# 5 EA. WAY BOT. D EPDXIED 6 MIN. LPA No: S1.01 S1.01 L TOLL -18-00038 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE ^1 No. FOUNDATION. -FOR GENERAL FEATURES DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, , .L STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR o 6 4298 REFERENCE ONLY. $ I N I 151.01 I � 0 T A MIN. OF 95% MODIFIED 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED 0 � I PROCTOR IN ACCORDANCE WITH ASTM D 1557. - SAWCUT S1.01 SHEET 4 OF 9 _ - - - - LO I 6 S1.01 ® - 00 I » 0 r,F3 0 U Q I N- I Oslo, - - IIr 7 S1.01 CD I SAWCUT 1 I !/"4 DoI 1.01 6 � I_ 8 6 6 I S1.01 I STAIRS BY 4 I 3 S1.01 S1.01 � BUILDER S1.01 S1.01 L21- 6 - - ( - - , 6 'n F3.0 6 I 10 =O -I I (S. MONO FOOTING TO 8 ICK ,> 11 4 CONCRETE SLAB w/ .01 » sT - EM WALL w/ 2 #5x30 I I S1.01 o I FIBERMESH @ 1.5 LBS CU.YD. DOWELS EPDXIED 6" MIN. I _ PAVERS' L ( OF CONCRETE OR 6x6 W1.4xW1.4 BY��. I N PAVERS ( WWF ON EMIL VAPOR BARRIER OTHERS BY OTHERS IN PREPARED GRADE. _-h- N I I I 2,_0„ 9 PROVIDE SAW CUTS' PER SLIDING GLASS DOOR 6 S1.01 t FRAMES MUSTBERECESSED 5/S1.01, BUILDER TO S1.o1 I' >-� .SEEARCHITECTURAL PLA COORDINATE WITH FINISH S FOR LOCATON OF SLIDING- FLOOR MATERIAL. I MONO FOOTING TO GLASS DOORS, I` STEMWALL w/ 2-#5x30» SIM. I I DOWELS EPDXIED-6" MIN. 8 S1.01 MONO FOOTING TO _ I I » I 14 -8 _I N 9 STEM WALL w 2- x " / #5 30 51.01 �� I DOWELS EPDXIED 6 MIN. - PROVIDE 2 x4 _ 0 L CORNER CRAG' BARS S1.01 AT SLAB MID S1.01 DEPTH. o 9 F3.0 a� � � 3. 1 .. S1.01 - - - - S1.01 ---- -- o ---- I S1;01 1 83-2)) 5 01 23 1 14'-4" 4)-6$) 9)-611 6 0 71,_6r> ®a► rrteo �G � � ®y ame rYanq�•�N ps 11+ My R�� i.� *. N4S•�"' SIPS® TT : NO. 7 6 � ap AT00 rrra�tsretta�¢ Christoph r J Sabourin PE FL PE#71461 O 10$ I REVI IONS DATE 51:01 N N F3.Q o FIELD ALTERATION CONTRACT R SHALL CONTACT LOU N PONTIGO ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY O FROM THE INTENT OF THE ORIGINAL 1 0B I CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO S1.01 BEING APPROVED BY LOU PONTIGO ft ASSOCIATES MAY RESULT IN ADDITIO AL ENGINEERING OR IN PECTION FEES. O Ln Lij L V J W ro 0') W STAIRS BY 2 U W BUILDER 00 C L W V 1 } 18x18 PILASTER BUILT INTEGRALLY C° w/STEM WALL. T/PILASTER= F.F.E. REINFORCE w/1-#4 AT EACH 'Q CORNER. J I aW zco It V� ick � n V `/ _2 -0 • _ FOU I DATION LA N v � i DO NOT SC LE DIMENSIONS FROM THESE DPAWINGS. IF A DIMENSION IS UNCLE AR REFER TO THE ARCHITECTURAL DRAWINGS OR CO ACT THE E.O.R. FOUNDATION PLAN, NAME. FOOTING SCHEDULE AND NOTES SCA 4" 1'- LE: 1 0" / - CARRIBEAN TYPE LENGTH WIDTH DEPTH BOTTOM BARS �. DESIGN/DRAWN/CHECKED CS KM LAP F2,0 2-0» m 11 2-0 1 -0 3-#5 EA. WAY BOT. DATE » ,_ m 3- 5 EA. WAY BOT. F2.5 2 6 2 6 11-0.1 # 01;16.18 F3.0 S-0" - . BO 31-0.1 1 -0 3 #5 EA. WAY T SCALE .. m ., 4- 5 EA. WAY BOT. F3.5 3 -6 3-6 1 -0 # � S NOTED F4.0 40^ 4' 11-011 $- _ " 4-# 5 EA. WAY BOT. D LPA No: » " 4- 5 EA. WAY BOT. F4.5 4 -6 4'-6" 1 -0 # TOLL -18-00038 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. -FOR GENERAL FEATURES DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, , STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4298 REFERENCE ONLY. SHEET 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. � 0 T A MIN. OF 95% MODIFIED 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED 0 � PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9 s TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE - TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12 HOOK INTO SLAB. 1 5 CONT. PROVIDE » SOLE PLATE ANCHOR » # � 8 CMU OPEN BOTTOM LINTEL SEE 3/S0.0 4'-0" HIGH, NOTIFY E.O.R. SEE 7B S1.01 TING AT PORCHES CORNER BARS {TYP.) / _ MONO SLAB F00 1 BLOCK w/ 1, #5 CONTINUOUS FOR TEMPORARY BRACING 5 WHEN SPECIFIED ON PLAN. 2 LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL ADE - • SUPPORT DETAIL. 43 SLAB ON GR, o. ' ,_—=— SLAB ON SEE PLAN. GRADE -'r SEE PLAN; , GRADE OR CONIC \ / r d SLAB SEE PLAN. ✓ \\ - % / f 4 DOWEL TO MATCH VERT. 8 CMU STEM WALL --'' / \ SHOWER PAN SLOPES TO DRAIN SEE ARCH SLAB ON STEMWALL SCHEDULE CMU REINFORCING COURSES Associates, 711; TO 6 #4 VERT. @ 48"O.C. TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. \ / / d #4 VERTICAL DOWEL @ 24 O.C. a STEMWALL REINFORCING SEE y\ — 4 ( \ �' GRADE _ a d : . ,, \ \ AN TAIN- 4' MIN. SLAB THICKNESS. - .� _ / ,>`' /`\ PL MAI .� � 90 BEND INTO FTG. SCHEDULE w 6 HOOK INTO z \ \ % r r ) / _ /• / .'' / \ SEE PLAN \ \ \\ \ NG FOOTING. LAP VERT REINFORCING \ .. 25 IF STEMWALL IS GREATER A A .THAN. (3) COURSES. 4/\ 7 4.'d ci CONTINUOUS CONCRETE CONT. CONCRETE FOOTING .. FOOTING STEMWALL, STEMWALL, SEE 1,/S1.01 8"d x 16 w 1—STORY, w/(2)#5 CONT. f \ „ �' Q 3 CLEAR 10 d x 20"w2—STORY, w/(3)#4 OR (2)#5 CONT. w „ 10 J x20- - w 2— 5 CONT. FOOTING SHOWER RECESS 1 STEMWALL. FOOTING 2 / 3 GARAGE STEM WALL . S1.Q1 (IF REQUIRED) S1.01 (IF REQUIRED) �-o SCALE. 3/4 = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 15 CONTINUOUS, PROVIDE ON , CORNER BARS (TYPICAL) ,- STEP SEE r 12" HOOK INTO SLAB. , ARCH. d' 4 MAX.)( 4 EQUAL TO SLAB THICKNESS. SLAB ON GRADE, 7'8 @ SLAB RECESS SEE PLAN. �. . BRICK VENE R (S ;WALL FRAMING--\ ACCEPTABLE WITHOUT INCREASE OF FOOTING SLAB ON GRADE, WALL FRAMING SIZE. 1» DEEP SAWCUT w/ SEE PLAN 8 CMU STEM WALL W/ STEP, SEE 4 VERTICAL DOWELS @ 24" O.C. d : SLAB ON ELASTOMERIC SEALANT # ARCH. PLAN . •... SLAB ON 90° BEND INTO FTG. ON \ \ a GRADE- __. GRADE, SLAB SEE PLAN .� � . _ -- - S ——_ d , �`! EE PLAN. GRADE 00 NOTES: Q. SEE PLAN. a�-'� \ \ / -e 4 0 ° \\ o 1 PROVIDE SAWCUTS f0 CREATE \ _ �� f CONTINUOUS CONCRETE • o. �— = _ APPROXIMATE 12 12 MAX.. SQ.00 \. FOOTING 2 SAWCUT CONIC. SLAB WITHIN 4 TO \7 / 12 HOURS OF CONC. PLACEMENT. OPTIONAL s 1s" 3 CLEAR 1—STORY w (2)#5 CONT. 2 FLAIR 8x20» 8"x1 6 x 1—STORY, w/(2)#5 CONT. 2—STORY 2 5 CONT. 10x20 ' w/( )# 8"x20 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. r� SAW CUT DETAIL BEARING AT INTERIOR 7 MONO. FOOTING AT STEP—DOWN 4 STEMWALL AT GARAGE 5 6 S1.01 SCALE: 3/4" = 1 —0))�-O S1.01 �.o TYPICAL ., LL FRAMING AND AN =FHORAGE PER hCONSTRUt TION SPECS: 1—#5 CON., PROVIDE SEE SLAB RECESS DETAIL CORNER ...ARS TYP TYPICAL WALL FRAMING » SEE ARC PLAN AND ANCHORAGE PER 3 ; .MATCH DOOR / RECESS ' PAVER BY 4 CONSTRUCTION SPECS. A WITH, SEE ARCM. SLAB ONy OTHERS SEE ARCH l SLAB ON GRADE, BOND BEAM w/1—#5 1. Cs er . • d. ;GRADE, SEE PLAN. -ti l S PLAN. I \ G EE f ,1� \ PAVING BY \ SLAB ON x � f\ i 8 MASONRY J \ �4BUILDER I \ r \ i i a . GRADE, \ \ . / z a 12 x12 L : _'/-7,77/ STEM WALL. w 1 #5 CONT. \ / SEE PLAN. 4� E.J. DETAIL 1OB o — 4 SHOWER PAN SLOPES TO DRAIN SEE ARCH 1 • x � � d .:, . \\ GRADE OR CONIC. N MATERIAL \ \ z J1 / — a � \ \ / I SLAB ON i' -� -'r PLAN MAINTAIN 4 MIN. SLAB THICKNESS. / J / " SLAB, SEE PLAN.. `\ ! \� X ,� ,- / / x � s.t �. d 1 ,•c �� a a. GR SLAB ON ADE o z_t a -\ , zt GRADE \ ot � .. SEE PLAN SEE PLAN..: \ dQ / ALT. FOOTING AT � p BUILDERS DISCRE TION. 1 _ _ a _ v O.C.OR #3 @ 48 >, THICKENED ED E fL f 8x8 l J ROD CHAIRS TYP. • � DETAIL TOA 12" STEMWALL & FOOTING, w/(2)#5 CONT. 12 THICK x 20" WIDE w 2 5 » / ( )# CONT. 3 MIN SEE 1/S1.01 _ 8 MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 10 HICKENED SLAB 11 STEM WALL GARAGE STEP w/ HOW ER SCALE:' N.T.S. -o 1 S1.01 �-o S101 , S TAT o lAL um stss�cec�s��n Christoph er I Sabourin PE FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODlFICA IONS WHICH MAY VARY FROM THE 1 TENT OF. THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTER14ATIONS MADE PRIOR TO BEING APPR VED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIO AL ENGINEERING OR IN SPECTION FEES z V Ln LLJ W W rr' J U w z a Z In ry L.L ` 0 W W Z � V 0 0 U FOU DATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. P AN NAME GREENW OD — CARRIBEAN DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.16.18 SCALE S NOTED LPA Na. TOLL -18-00038 CONTROL No. 4298 SHEET 11 . 01 SHEET 5 OF 9 Lou Pontigo and Associates, Inc. 420 Osceola Avenue' lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL_ CA #8344 SC: CA# 3579 f a�.44 aM� 00 0, 4 TAT o lAL um stss�cec�s��n Christoph er I Sabourin PE FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODlFICA IONS WHICH MAY VARY FROM THE 1 TENT OF. THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTER14ATIONS MADE PRIOR TO BEING APPR VED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIO AL ENGINEERING OR IN SPECTION FEES z V Ln LLJ W W rr' J U w z a Z In ry L.L ` 0 W W Z � V 0 0 U FOU DATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. P AN NAME GREENW OD — CARRIBEAN DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.16.18 SCALE S NOTED LPA Na. TOLL -18-00038 CONTROL No. 4298 SHEET 11 . 01 SHEET 5 OF 9 SYMBOLS LEGEND t DESIGNATES SHEARWALL. THE HIDDENL ----------', SW: 3 6 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ 8 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6., O.C. "IN THE FIELD" . DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK/KING STUDS NEEDED (2)2x8-1/2 FOR SUPPORT HEADER. Lou Pontigo and -- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHORLEGEND GEND 420 Osceola Avenue ax. Beach, Florida 32250 3/8" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-955 XTHREADED ROD SEE DETAIL 12/so.1 FL. CA '# 8344 SC. CA#.3579 a � A307 DIAMETER FULL HEIGHT , X5 THREADED ROD, SEEDETAIL 12 SO.1 -® eedtaai3lsaiiidir , 3/g A307 DIAMETER THREADED tY,� c. a� `sss ROD TERMINATES AT FIRST FLOOR E T � SEE DETAIL 12/S0.1 PROVIDE MIN. TOP PLA SEE 3/S0.1 FOR BEAM (2)INTERMEDIATE A307 DIAMETER THREADED. m � ( ) (2)2x6 (3)2x6 �� ROD TERMINATES AT FIRST FLOOR BEAM TO STUDS 0SEE DETAIL o. 4 M TYPICAL JACK STUDS. 1 , CONN. SPF 2 SPF 2 H H �C�^-' T :, { ) # # OP PLATE, SEE DETAIL 12/50.1 x v - w 2 MSTA24 2 2x6-1 1 2 2x6-1 1 - 2. „ / { ) {) / POST. POST. O / 2/S0. 00 (2)PLY 11.25 LVL SIMPSON HTTS SEE DETAIL 15 SO.1 �' + S. o N / m e o w eC" w " af' o sei is SHSHEATH WALL CONT. THRU > ®®_.�.® EA I , a..,,..e. �.. o STRUCTURAL s a LOW ROOF TO WALL ABOVE. s BRACKET PER DETAIL SIMPSON DTT2Z SEE DETAIL 15 S0.1 JCA► .a » FASTEN TOP OF ALL do I i d OVERLAP FLOOR SYSTEM 12 J I a�g _ I `13 '50.2 3 PLACES PER DETAIL 5 SO 1. N I Q / ( } Christopher Sabourin PE \I MIN. SIMILAR TO 1 S0.1 E- N / I� o / FL PE#714 � \ SIMPSON LTT20B SEE DETAIL 15 6 1 I c � /sa.1 i N I I L� O Cn N I � )2X6 � \ w { w x WALL STUD SCHEDULE rREVISIONS DATE N I Io SI F#2 I N N \M I N <, Q ,N PLA TE STUD SIZE X _ ST. � LOCATION HEIGHT &SPACING Q XO N GIRDERFG03ABOVE ? � 2x4 SPF 2`@ 1 6„ O.C. SEE DETAIL EXTERIOR MAXN .. O\� ],,-`_3/S0.2. 10'-1 2x6 SPF#2 @ 16 O.C. or X 0 ( 2x6 QEXTERIOR MAX 2x4 SPF#2 0 12" O.C. N SPF#2 In EXTERIOR 10 2x6 1 TO SPF#2 @ 16" O.C. 2x 1 1- POST. I 14,-0"# cn 1 I 1 10' - " I o „ w INTERIOR 2x4 SPF 4i? (n MAX FASTEN TOP OF WALL o 12'-0" 2x6 SPF#2 @ 16" O.C. or r INTERIOR FIELD ALTERATION PER DETAIL 5 S0.1. m -j MAx 2x4 sPF#2 ®12 o.c. / I Q ¢ ~ S2UD NDTES CONTRACTOR SHALL CONTACT LOU c% I F-' N PONTIGO ASSOCIATES PRIOR TO rr \ I Q I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD. o N MODIFICATIONS WHICH MAY VARY c� o_ I I 2. MINIMUM FROM THE INTENT OF THE ORIGINAL (� OSB WALL L� ) NI STUD SIZE AND SPACING ARE: SHOWN. N CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY OSB WALL w I SHEATHING, ` � ARCHITECTURAL :REQUIREMENTS. X FIELD ALTE ATIONS MADE PRIOR TO SHEATHING. I I w 0 C14. - BEING APPR VEDBYLOUPONTIGO& == - Q Q N 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN G' U YELLOW PINE. ADDITIO AL ENGINEERING OR STUDS TO TOP PLATE w/ <t _ P I - I ` _ IN ECTION FEES: 6x6 P.T. SYP 2 POST �, I 2x4 SPF#2 o SDWCi1.5600 @ 48 O.C. I ( � SEE DETAIL 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. w ABU66. SEE DETAIL „ I STUDS. / m GIRDER I 2 S0.2. / 5. FASTEN BOTTOM PLAT F INTERIOR \ 4 SP STUDS ® 12 O.C. ) 0 E 0 LOAD BEARING WALLS 2x SPF#2 # 12 O.C. 2/SO.1. (TYPICAL) M FGO1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS ®16 O.C. -a ABOVE MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT 2 2X8-2/1. _ _ 14 SHEAR WALLS �(2)2x6 : 7 fes. I, 4 2x4' 2 2x10-2/1 { ) COMBINED USE PANEL N 3 2x6 S NOTES { ) I SPF#2 SPF 2- U #PFS 2 V POST. N S EE 3 0.1 FOR BEAM 1. EXTERIOR WALL SHEATHING SHALL BE I P / POST. FA o I I ONN. (TYPICAL) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST x I, TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING �./ J N 00 I SPLICE LOCATIONS FOR MULTI STORY CON DITIONSxSHEATH W W 2. SEE SHEET S0:0 FOR WALL SHEATHINGCONT. PRIOR �- SPECIFICATIONS. V J I TO FRAMING I w i N ..w. 1 i! BUMPMP OUT \N E ,y r. 3: UPPER MOST T TOP PLATE SUPPORTING ROOF F MEMBERS SHALL BE STRAPPED AS SHOWN IN m 6x6 P.T. SYP#2 POST DETAIL 1/S0.0< 1NW1..i� UJ X I w ABU66. SEE DETAIL W ' 4. INSTALL SOLE PLATE ANCHORS PER DETAIL X 2 S0.1 (TYPICAL) 1 N I N \ ) 3/SO.O x N V- 'r CANTILEVER BEAM N GENERAL NOTES J ,, co 2 2x12 -PAST POST Q { ) S S TO FASTEN TOP OF WALL _ _ w ' 'I r� SUPPORT TRUSS VE S ABO 1. SEE DETAIL 2 SO.O FOR WALL FRAMING DETAIL. m PER DETAIL 5E S0.1 /a. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD O I I (n HUC2102 SIZES AND SPACING. AT GIRDERS AND BEAMS, S1.1 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER SHEATH CONT. PRIOR T I HANGER 0LL W FRAMING POCKET FOR \ PLIES. 2 SEE SHEET S0.0 FOR ROOF Ln SGD AND BUMP OUT oo E AIvO FLOOR m I I ,, W X SHEATHING SPECIFICATIONS. � STRAP HEADER R N:D OSB WALL N ►� � PER 7/S0.1 ,_,, ,._ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 5 x6 SHEATHING.' PLIES BEAM S HEADER AND STUDS) FASTEN - � I (2)2x10 2/1 { ) 0 (BEAMS, � ) PLIES V TOGETHER PER DETAIL SP 2 6 so:o TRUSS T46 ABOVE T. #Ak ;; 4.' INSTALL SOLE PLATE ANCHORS PER DETAIL • 3 S .0 2 2x8.1 1 / 0 2 2x6 SW. 3 6 ) / (7)2x6 SPF 2 T 0 0 BEAM TOS UDS 10 POST. STUDS TO 5. AT SHEAW R ACLS PROVIDE DIAPHRAGM. M ATTACHMENT PER DETAIL 5 50.1 n, w 2 MSTA24 / ` V L_ _ SLAB w H TT5 j / CHIMNEY ,(/) �, FOR ATTACHMENT OF EXTERIOR WALLS THAT I o TERMINATE BETWEEN TRUSSES, SEE 5A S0.1 FRAMING SEE 2 2x6 w HTS16 _ TAIL 12 S0.2. EA. LOW 7. AT PORI DE /, END BE � HES, SEE DETAIL 2/S0:1 FOR FRAMING CHIMNEY WALL AND HOLD DOWNS ((2)M-1/2 SW. 3/6 1< r�� o 0 CS,s STRAPPING DETAIL V CS18 STRAP w/ 1o„ END LENGTH. FASTEN THIS END w/ 9-10d. • �I Z " _ WALL FRAMING ,I Wco 1 • 2x4 BLOCKING ROOF w- � Q J w> @ 24 O.C. TRUSSES ---' �` 1 I RIDN-ST FLOOR I I� NO NAILS REQUIRED 2X6 FLATWISE I1 IN CLEAR SPAN BLOCKING FLOOR TRUSSES FRAMING SHEATHING NAILER -\\\\\\ w 3-0.131X3» OR JOIST. EACH SIDE o z LAN WALL FRAMING I�I o J SHEARWALL NOTE. SW. 3/6 CRIPPLE STUDS 1' �� CS18 STRAP w 10" @16o.c NAIL TO / a. 2 S W 1 END LENGTH. FASTEN SW. 6 DESIGNATES SHEARWALL T n D C 5600 ADJACENT S UD AT EA THIS END w/ 9 10d. _ » » "FIELD" DO NOT SCALE DIMENSIONS FROM NAILING 8d Q 3 EDGE AND 6 FIELD w/3 -10d COMMONSTHESE DPAWINGS. IF A DIMENSION IS BLOCKING UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS - SEE SCHEDULE ON WALL SHEATHING CONTACT THEE:O.R. OND TAIL 3/50.0 WALL SHEATHING I FIRST FLOOR FRAMING PLAN 22X8 SYP 2 CONTINUOUS. � - {) # I _,,.. �. , .. ,, PLATE (GREENW OODAN NAME - CARRIBEAN SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER `NOTED _ DATE 01.16.18 SHEA WALLS 24" O.C. (SW @Y/6") SCALE AS NOTED SOLI PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 » 10d COMMONS WALL SHEATHING „ CONNECTING BUCK AND Ca? 6 o.c w/8d @ 3" EACH SIDE PLATE ' DESIGN/DRAWN/CHECKED CSI- LAP _ DATE 01.16.18 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER Y SCALE AS NOTED WITH-2-SDWC15600 SCREWS. LPA No. TOLL -18-00038 CONTROL No ua 1INS TALL SOLE PLATE ANCHORS' PER DETAIL . 4298 3/ 0.0 WOOD FRAMED HEAD ABOME SLIDING � G GLA S SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR` MPLE SOLE'; PLT 0 6„ = 36 EX 3 S1.1 ON CENTER SPACING 1.1 SHE T 6 0F 9 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION: h h` FRAM14G PLAN NOTES, 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. F R SPECIFIC UPLIFT CONNECTORS _SEE PLAN. MIN. 1 S r , �) DWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0.' 4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS U D AGONALLY ACROSS DOUBLE TOP PLATE .FROM EACH OTHER. rj Lou pontigo and TRUSSAssociates, Inc. 420 Osceola Avenue FASTENING DETAILS X Ja. Beach, Florida 32250 Ph. 242-0908 08 Fax. 241-9557 55 7 FL. CA # 3344 SC. CA#..3579 I. SIM. i 2 8 8 mmw mw wwm �w��•�mmm 0 mmm d� �S 3�[y�,;�� •• 50.1 S0.2 S0.2 e0 1 2 HTS16 a x 'r'a b• �'PPI ®em SO.1 2 H TS16 Lj p s F ® T o w b N a r, rl- cY d' o tV N CO • • w O O O (�I Lp Lr') L!7 LA Lp Lf) LA P • • ^�/ . O p O • o a LL LL LL LL Cb F'- • t P " S C LL P " II I ` a If G ` 77-7777777, vx T 5 ST U DIRECTLY r ®�� s A BEL W TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600SH A H W Christopher Sab �2 u � rl n PE IN THRU LOW ROOF TO FL PE#71461 IDER BELOW TRUSS TIE DOWN WITHS MPSON SDWC T57 REVI 1 NS DATESHEATH WALL CONT. THRU � I 16 LOW(2)HTS ROOF TO 1ST LEVELN TI ALSSEE Raftert0 Top p late Shown DETAIL 8 S0.2 Truss to Top Plate similar/(-nBOTTOM PLATE. OVERLAP T5FLOOR SYSTEM 12 MIN. I N Optimal 22Yz N N I Pfn fn ';: to . W fA � I .. / II 5 0 o T 7 10 s I/N OHTS16 I M 30 p 1 SHED ROOF CD T57 P PORCH CEILING SHEATHING 1TV U_ PER 13 SO.2 j / } I FIELD ALTERATION AT BOTTOM CHORD OF I BRACE WALL I: CONTRACTOR SHALLO C NTACT LOU T S U DIRECTLY TRUSS SEE Z SO.1 . I PONTIGC7 ASSOCIATES P R T R S / _ T5 wo 0 PER 1 S1.2 / MAKING ANY FIELD BELOW TRUSS � RAS M ! MOX ODIFICA IONS WHICH MAY VARY — I z FROM THE. INTENT OF THEORIGINAL t3 P CONSTRUCTION DOCUMENTS. ANY LA Lfl u] FIELD LD ALTS ATIONS MADE PRIOR TO CD 5 0 0 0 0 .BEING APP VE 8 ., D Y LOU PONTIGO & 1 LL � U_ LL LL I SDWC15600 TOP PLATE LATE TO .HEATH WALL -CONT. ASSOCI TES MAY M RESULT IN ADDITIO AL ENGINEERING I S1.2 E EERING OR — THRU LOW ROOF TO STUD. sDwc156ao i I IN PECTION FEES. l GIRDER BELOW. T56 III II Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12t p Itch and must be birdsmou h cut. o o H TS16 00 0 0 'o o { ) U02. Reference detail 4 for Installation Instructions. I -2 F LL LL I~i LL LL LLL 2 TH _ FG01 7 SO -1)/ 2 HTS16 I o SI PSON SDWC INSTALLATION RANGE �L SIM. ) z F11 I � OSB BLOCKING PER 21 DETAIL 5E/ S0.1 1 V 1 SHEATH WALL CONT. I (2)2x6 BLOCKING. ujTHRU LOW ROOF 0 / LIJ FASTEN EA. END w � w T L w w L/ J BEAM BELOW .. .� w w� w IJ 410d TOE NAILS m 1 w o m r wm � � w w m I ` I oo _4 / ,. F1 t I J i I LL ' t ' i I OSB BLOCKING PER '. DETAIL 5E/S`0.1__ S1.3 I I F1 4 I • STD NOTDIR DIRECT QB LOW TRUSS PORCH CEILING SHEATHING ' SDWC15600 _ F10 AT BOTTOM CHORD OF � W Note: Reference detail 2a for installation angle limit /1 ITRUSS SEE ,2 S0.1. Ln SO.1 / - �F1 0 m W 2 16' S WC INSTALLATION H TS F-1 U. It I`� . m h- ': co � p co oa co : O co 00 m p cc p m a0.. F10 "N N. = 2 HTS16 o a o in 0 In p o, x 0 0 0 0 0 0 0 0 { Lt _ p_ _ _ = LL _ U = LL_ _ LC _ Rafter to Top Plate shown _ 1- I- i- Truss #o T ( op Plate similar) �..� 09 rr ,, tt W H1 0 O I HTS16 HTS16 2 142 4 x 2 o S TUD NOT DI t D 0 RECTL 2 o c> 1 S0.1 � TSIM: CHIMNEY8TRUSS N j FRAMING SEE S0.2 I DETAIL 12 S0.2. G I � Do not install SDWC In I hatched area. I a 8 SDWC15600 I U I 50.2 � 1 1/2" MIN Overhang CONT. T W 2 MAX 0 ALL ROOF DEC TO SHEATHING. ` BLOCKING / 8d Products NOTES PIotID Length Product Plies Net Qty FBM1 19-05-00 onCENTER® LVL 2.OE 1 3/41- x 161 2 2 2x6 LEDGER INSTALLED OVER SHEATHING w/ COMMON 3" O.C. SD WC INSTALLATION RANGE 5-10d @ 16 O.C. ROO FL OR AND TRUSS FRAME UPPER LEVEL Dn F TRUSS TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES STUDS CONT. To 2ND 41 LEVEL TOP PLATE. Q Rafter or Truss x•" PLACEMENT minimum edge 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING distance for full WITH 2-12D ;TOENAILS & 1—SIM SON SDWC15600 values (with or Slice may be in upper or P y PP LAN SCREWUNLESS OTHERWISE NOTED 2x4 OCKING @ 48" without a plate splice) lower. plate O.C. STEN EA. END 2ND LVL w/ S C15600 SCREW DO NOT SC THESE DRAWINGS. LE DIMENSIONS FROM IF A DIMENSION'S FLR ELEV INSTA ED SIMILAR TO UNCLEAR REFER TO THE TOE— AIL APPLICATION. AV from top plate_ r ARCHco splice Offset TARALDRAWIINCT THERGSOR for full values STUD NOT DIRECTL BELOW TRUSS' LAN NAME (0GREENWQOD — CARRIBEAN DESIGN/ RAWNICHECKED I CS KM /LAP 2x4 BLOCKING I INSTALLED w/ DATE 2x4 BRACE. ASTEN SD C AT T 01.16.18 5-10d TOENAILS.. OP PLATE SPLICE EA. END w 4)10d SCALE FACE NAILS. S NOTED LPA No. TO L-18-00038 FLOOR AND ROOF RUSS PLACEMENT PLAN CONTROL Na. SCALE: 1/4" V-0" 1 SECTION 4298... SHEET S1.2 1 1.2 SHEET I E 7 OF 9 HEATH WALL CONT. HRU LOW ROOF TO BEL W w/ (2)CS18 cl 17<9 NT STUD TO BOTTOM PLATE w/ SDWC15600 ap kv (2) 2 .x6-1/1 (2)2x6-1 /1 (2)2x6-1 /1 32" O.C. FoU FASTEN WALL TO TRUSS BELOW PER DETAIL 1 /S1.3. GIRDER :tt 1 TRUSS -,I\ -PLATE TO EA. TRUSS FLOOR11 TRUSS w/ SDWC1560 1 SECTION 51.3 EXTERIOR BEARING WALL. 16d COMMONS 2ND STORY POST SET 2x4 WALL SHEATHING. 8" ON CENTER DIRECTLY ON BEAM BLOCKING FLOOR SHEATHING BELOW I AROUND POST OSB BLOCKING I 2x12 BLOCKING I FLOOR BETWEEN EACH TRUSS. SEE 5E/S.1 BETWEEN EACH 1 SHEATHING. JOIST PORCH BEAM, _Tom SECOND FLOOR FRAMING PLAN SCALE; 1/4" 1'-0" SIMPSON (2)CS18 POST TO -�1 POST SDWC15600T)SDWC15600 L EXTERIOR 1 ST STORY POST. SEE BEARING WALL. PLAN.I. 2 DECK DETAIL S1.3 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN _ (2)2x6-1/1 SW 3/6 SHEARWALL SHEATHING TO BE APPLIED, GIRDER BELOW 8d @ 1'DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND x31s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5'/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/50.1 A307 DIAMETER THREADED 0ROD TERMINATES AT FIRST FLOOR cl� V A307 DIAMETER THREADED (9 ) ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15 SO.t -1 SIMPSON DTT2Z SEE DETAIL 15/SO.1 • SIMPSON LTT208 SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT ; & SPACING EXTERIOR 9'-1 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 1-0'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 101-011 MAX i INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C, or (2)2x6 SPF#2 MAX 2x4 SPF#2 @ 12" O.C. SMA NATES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. N o ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. C° SH EAR WALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE POST. STRAP TO TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS i Q 3.. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 GENERAL NOTES 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. N SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. BELOW w/ CS18 SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO,O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 - AND HOLD DOWNS.- CS18 TRUSS T17 ABOVE END LENGTH. FASTEN N I � a Q STRAP WALL TO . SII bi Q J II' IK SHEATH WALL CONT.THRU I I - - - - TRUSSES III - - - - - I � w TRUSS BELOW PER SHEATH WALL CONT. `" u LOW ROOF TO 1ST LEVEL I(2)2x6 SPF 2 # ' CS18 STRAP W/ 10" 4 END LENGTH. FASTEN I V)o DETAIL 11 /SO.2. THRU LOW ROOF TO BOTTOM PLATE. OVERLAP iPOST: STRAP TO so,1 I GIRDER BELOW FLOOR SYSTEM 12" MIN. I BELOW w/ CS1$ (3)2 '6 SPF#2 POST. STRAP TO BELCW w/ (2)CS18 I cf) V) I CS18 4 j so.1 I I J Q cXv CS18 I I J o Q CS18 Lij Q CN -j LLJ CS18 I m 6x6 P.T. SPF#2 POST SET DIRECTLY ON ' G5 BEAM BELOW. STRAP TO POST BELOW w/ (2)CS18 (TYP.) SEE DETAIL 2/S1.3 I O SHEATH WALL CONT. -1 N THRU LOW ROOF TO j Q f 0 < o BEAM BELOWcn 11-1 H Z cfl 04 N -I Q 00cr N BEL W w/ (2)CS18 cl 17<9 NT STUD TO BOTTOM PLATE w/ SDWC15600 ap kv (2) 2 .x6-1/1 (2)2x6-1 /1 (2)2x6-1 /1 32" O.C. FoU FASTEN WALL TO TRUSS BELOW PER DETAIL 1 /S1.3. GIRDER :tt 1 TRUSS -,I\ -PLATE TO EA. TRUSS FLOOR11 TRUSS w/ SDWC1560 1 SECTION 51.3 EXTERIOR BEARING WALL. 16d COMMONS 2ND STORY POST SET 2x4 WALL SHEATHING. 8" ON CENTER DIRECTLY ON BEAM BLOCKING FLOOR SHEATHING BELOW I AROUND POST OSB BLOCKING I 2x12 BLOCKING I FLOOR BETWEEN EACH TRUSS. SEE 5E/S.1 BETWEEN EACH 1 SHEATHING. JOIST PORCH BEAM, _Tom SECOND FLOOR FRAMING PLAN SCALE; 1/4" 1'-0" SIMPSON (2)CS18 POST TO -�1 POST SDWC15600T)SDWC15600 L EXTERIOR 1 ST STORY POST. SEE BEARING WALL. PLAN.I. 2 DECK DETAIL S1.3 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN _ LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED, 8d @ 1'DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND x31s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5'/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/50.1 A307 DIAMETER THREADED 0ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SC.1 V A307 DIAMETER THREADED (9 ) ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15 SO.t -1 SIMPSON DTT2Z SEE DETAIL 15/SO.1 • SIMPSON LTT208 SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT ; & SPACING EXTERIOR 9'-1 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 1-0'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 101-011 MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C, or MAX 2x4 SPF#2 @ 12" O.C. SMA NATES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SH EAR WALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3.. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 GENERAL NOTES 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO,O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS.- CS18 STRAPPING DETAIL C318 STRAP W/ 10" END LENGTH. FASTEN ;J THIS END w/ 9-10d. WALL FRAMING 4jI W z . SII bi Q J II' IK NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES III OR JOIST. � Z F= WALLFRAMING II `" u O I J ' CS18 STRAP W/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. gaaat �� e� 0. 46 ` a • M r a q A • O ✓ •O All 9. 4 N�sdS� a�••6 p. aO ��``�`y i�va�i®b lttt'tt` Christoph r I Sabourin PE FL PE#71461 4 T15 Jusz (2 16 ) RAFTER TAILS, RAFTER TAILS, JUS24 SEE 'DETAIL T 2 8/S0.2 (TYP.) SEE DETAIL 8 SO.2 TYP. ' Optimal 22y 10' 0' 30' FIELD ALTERATION T13 Jusz CONTRACT R SHALL CONTACT LOU 16 STUD DIRECTLY PONTI GO ASSOCIATES PRIOR TO $ _BELOW TRUSS. MAKING PINY STRUCTURAL FIELD � Y", MOX MOOIFICA IONS WHICH MAY VARY T12 Jusz S0.2 FROM THE I TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS: ANY J16 FI SDWC15600 TOP PLATE. TO ELD ALTE ATION MA S DE PRIDR?O BEING APPR VED BY LOU PONTIGO & JUS24 ASSOCI TES MAY RESULT IN SIM. STUD SDWC15600 ADDITIOIJAL ENGINEERING OR _ J16 2 INSPECTION FEES. 8 S0.1 Note: 1. Sloped—roof rafters may b S0.2 J16 P y e sloped up to and including110 Jus24 a 12:12 pitch and must be "birdsmouth" cut. THD26 HTS16 2. Reference detail 4 for installation instructions. T09 %S24../N T r SI PSON SDWC INSTALLATION RANGE T � N 0 RAFTER T TOS > > SEE DETAIL AILS U a T29 4< 8 S0.2 TYP. ( u► 1 I��, ' T07 y 0 T28 W °z Un . � SIM. TO6 FUS m a� 2rl rz'�� S0.1 SsT05W T2 r , W T04 I `� :V PORCH CEILING SHEATHING �..L.. Z 0 AT BOTTOM CHORD OF TRUSS SEE 2 S0.1. T03 ST D NOT DIRECT L fl J nn L LL OW TRUSS �I H TS16 1 11 SDWC15600 JO2 2 T02 Note. Reference detail 2a forinstallation an le_Ilmlt SO.1 Ln SIM. J02: SDWC INSTALLATION TO ,.>. 1 8 I I N N I N 1— ' O O S0.2 Rafter to Top Plate shown .b a ,t (Truss to Top Plate similar) Ct, , H TS16 (2)HTS16 RAFT HfiS16 ER TAILS,_ g 2 STUD NOT DIRECTL SEE DETAIL S0.2 1 r— 8/S0.2 (TYP.) BELOW TRUSS S Do not Install SDWC in G. hatched area t 4 SDWC15600 J TRUSS ROOF RAFTER NOTES: STRAPPING NOTE R PP S 1 1/2 MIN Overhang ( 2e MAX c 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS — W I OE AILS & 1 SIMPSO SDWC15600 SCREW UNLESST OTHERWISE NOTES SDWC `INSTALLATION RANGE e ROOF TRUSS PLACEMENT Rafter or Truss h` minimum edge distance for full LAN values (with or Splice may be in upper or J without a plate -lower er plate DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR AR REFER TO THE u • Ys" from top plate f ARCHITECTURAL DRAWINGS OR Splice Offset CO ACT THE E.O.R for full values STUD NOT DIRECTL ROOF TRUSS PLACE ENT PLAN AN NAME �� BELOW TRUSS SCALE: 1/4"1'-0" rGREENW0OD — CARRIBEAN DESIGN/ RAWN/CHECKED CS KIM /LAP z I DATE SDWC AT TOP PLATE. SPLICE01. 16.18 SCALE a S NOTED LPA No. i4 TOLL -18-00038 CONTROL No. ;i 4298 SHEET 1 SHE T 9 OF 9 SYMBOLS LEGEND R , TS16 DESIGNATES UPLIFT CONNECTION. y, 1. 2. r 4G PLAN NOTES - A FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0:0. FOR SPECIFIC UPLIFT CONNECTORS. SEEP LAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO 0. 4. EN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE- FROM EACH OTHER. Lou orrti3o and Ass ciates, Inc. TRUSS 420 sceola Avenue FASTENING DETAILS` Jax: Be ch, Florida 32250 Ph. 242-0 08 'Fax. 241-9557 FL: CA # 344 SC: CA# 3579 11 MUN RAFTER TAILS, SEE DETAIL Q U �� m®® ,.' '�® rf. e�� 30.2�3 m� v ♦ G m ma 'T ®mom ..vC4 ��,;1°a.'�` 8/S0.2 (TYP.). °e N® 9 1 r 11 1 w � e e x• e N f0 Orc O O I fD CO t0 N r ON a O O O O O' F- I— • • e "` • ! e " e i1 Juz ST U DIRECTLY ,,, S , r �� Q•�� rrrr Al 8 BEL W TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 S0.2 C hrlstoph r) Sahounn PE HTS16 HTS16 FL P E#71461 , IF<( 8 T USS TIE DOWN WITH SIMPSON SDWC SO.2 REVISIONS DATE HTS16 T16 Rafter to To Plate Top shown Truss to Top Plate similar T15 Jusz (2 16 ) RAFTER TAILS, RAFTER TAILS, JUS24 SEE 'DETAIL T 2 8/S0.2 (TYP.) SEE DETAIL 8 SO.2 TYP. ' Optimal 22y 10' 0' 30' FIELD ALTERATION T13 Jusz CONTRACT R SHALL CONTACT LOU 16 STUD DIRECTLY PONTI GO ASSOCIATES PRIOR TO $ _BELOW TRUSS. MAKING PINY STRUCTURAL FIELD � Y", MOX MOOIFICA IONS WHICH MAY VARY T12 Jusz S0.2 FROM THE I TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS: ANY J16 FI SDWC15600 TOP PLATE. TO ELD ALTE ATION MA S DE PRIDR?O BEING APPR VED BY LOU PONTIGO & JUS24 ASSOCI TES MAY RESULT IN SIM. STUD SDWC15600 ADDITIOIJAL ENGINEERING OR _ J16 2 INSPECTION FEES. 8 S0.1 Note: 1. Sloped—roof rafters may b S0.2 J16 P y e sloped up to and including110 Jus24 a 12:12 pitch and must be "birdsmouth" cut. THD26 HTS16 2. Reference detail 4 for installation instructions. T09 %S24../N T r SI PSON SDWC INSTALLATION RANGE T � N 0 RAFTER T TOS > > SEE DETAIL AILS U a T29 4< 8 S0.2 TYP. ( u► 1 I��, ' T07 y 0 T28 W °z Un . � SIM. TO6 FUS m a� 2rl rz'�� S0.1 SsT05W T2 r , W T04 I `� :V PORCH CEILING SHEATHING �..L.. Z 0 AT BOTTOM CHORD OF TRUSS SEE 2 S0.1. T03 ST D NOT DIRECT L fl J nn L LL OW TRUSS �I H TS16 1 11 SDWC15600 JO2 2 T02 Note. Reference detail 2a forinstallation an le_Ilmlt SO.1 Ln SIM. J02: SDWC INSTALLATION TO ,.>. 1 8 I I N N I N 1— ' O O S0.2 Rafter to Top Plate shown .b a ,t (Truss to Top Plate similar) Ct, , H TS16 (2)HTS16 RAFT HfiS16 ER TAILS,_ g 2 STUD NOT DIRECTL SEE DETAIL S0.2 1 r— 8/S0.2 (TYP.) BELOW TRUSS S Do not Install SDWC in G. hatched area t 4 SDWC15600 J TRUSS ROOF RAFTER NOTES: STRAPPING NOTE R PP S 1 1/2 MIN Overhang ( 2e MAX c 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS — W I OE AILS & 1 SIMPSO SDWC15600 SCREW UNLESST OTHERWISE NOTES SDWC `INSTALLATION RANGE e ROOF TRUSS PLACEMENT Rafter or Truss h` minimum edge distance for full LAN values (with or Splice may be in upper or J without a plate -lower er plate DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR AR REFER TO THE u • Ys" from top plate f ARCHITECTURAL DRAWINGS OR Splice Offset CO ACT THE E.O.R for full values STUD NOT DIRECTL ROOF TRUSS PLACE ENT PLAN AN NAME �� BELOW TRUSS SCALE: 1/4"1'-0" rGREENW0OD — CARRIBEAN DESIGN/ RAWN/CHECKED CS KIM /LAP z I DATE SDWC AT TOP PLATE. SPLICE01. 16.18 SCALE a S NOTED LPA No. i4 TOLL -18-00038 CONTROL No. ;i 4298 SHEET 1 SHE T 9 OF 9 Z O z Q O o HL w Uj Lu O w ca LI- J 0 w a z Iw LU m o o�W z== o�z w, JW Z o>o WesQ Z � p n¢ owc2cn Ce Via=. Cn zz F— ce , g r W � J f- zQ _o ce �o �U_ oa_ U 02 m ceUUz Q O o 0 Cn cJ m �zn cQoQ w L =a o> -w co > RJ o uj N oo� -' o cechb ao� 10 Ce a o z s in o ~ W z (n �Uoc� aW nz cR LMU a J w Q A 0 ( w tt: -3 (n� Qn.Cem z p > z o� �dZ�v=i �w[Wsz = f�j W 0 �-z� in ca a.0 o Q U o Uj U wZ=Z Vi��"Q uj En a cn Lu z (n � w��0 cccn Ce z z p 0 L—, w w0 ago= ooW zzz� ou, zo a (nzp Z�w'Q aoZ� aw> UWoz wU_ z Q EU W O Lou-�i p W Uj (n 102 LU w cC ao Zo _ a0� �wcow 0 0 a U t- o ABBREVIATION LIST Abbrev. Description Abbrev.Descri tion Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING ELEVATION MARKER EXTERIOR ELEVATION DETAILS A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE SIDING FIRST FLOOR DIFFUSER LAYOUT SECOND FLOOR DIFUSSER LAYOUT RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. R & SH REQUIRED ROD & SHELF B.B.Q. BARBECUE: H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB 20 21 HER. CMN. B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST 101 MPH F.B.C. 6TH EDITION SH. SHELF CALC. CALCULATIONS INSUL INT. INSULATION INTERIOR SHWR. SL. SHOWER SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS IFICATIONS CL CENTER LINE N.F.P.A. 1012014 S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE 5PRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT ` W oC Ci STD. STANDARD C.O. CLEAN OOT L LONG 1STL. STEEL COL. COLUMN , LAV LAVATORY - ,STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY N UUA CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB.'T&G SSSS TONGUE & GROOVE Uj EMP. TEMPERED DB. DOOR BELL .;I.� MASTER BATH THK. THICK DBL DOUBLE, W MAX MAXIMUM T.O.TOP OF �R. �& S H:" DOUBLE ROD & SHELF M.C. MEDICINE CABINET - T.O.B.B. � TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER " TR. TREAD DET. DETAIL _MIL. MILLIMETER IRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DR. DOWN DOOR MLDG. M.P.H. MOLDING MILES PER HOUR UC U.N.O. UNDER COUNTER UNLESS NOTEDOTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR R BARRIER DW DWG.-DRAWLNG DISHWASHER N.T.S. NOT TO SCALE VERT V.T.R. VERTICAL VENT THROUGH ROOF " O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. E.W. EACH END EACH WAY O.H. OPT, OVERHEAD OPTION(AL) W/ W.C. WITH WATER CLOSET EL. ELEVATION OPNG, OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. IFOUNDATION P.T. PRESSURE TREATED ARE FOOTAGE OOTAGE _NOTES GRAPHICS LEGEND S. F. - _-- 1939 PARTIAL SECTION DETAIL # DRAWING # - _-- INTERIOR ELEVATION DETAIL DRAWING # - - _-- -- _ 83 BUILDING SECTION ( - / - DETAIL CALL -OUT DETAIL # DRAWING # DETAIL # DRAWING # TOTAL 4224 CEILING HEIGHT CHANGE N980 4IUJISd Ae POAojddV FLOOR PLAN 'Adoo 30""UJO A2.81 FIRST FLOOR PLAN CENTER LINE A3.81 A3.N SECOND FLOOR PLAN _ FLOOR PLAN NOTES' ' SCHEDULES & DETAILS SPANISH TILE ,ilk ELEVATION MARKER EXTERIOR ELEVATION DETAILS Manuel Gonzalez, AIA SHAKE SIDING AR 96730 Javier Hernandez, SLAB RECESS DIFFUSER LAYOUT AR 98560 SIDING FIRST FLOOR DIFFUSER LAYOUT SECOND FLOOR DIFUSSER LAYOUT FRAME BEARING WALL 72328 BRICK 0 INTERIOR WALL (NON-BEARING) 5-N ARD NOTES & DETAILS) STUCCO FINISH D3 7 STANDARD NOTES &DETAILS STANDARD NOTES & DETAILS CMU MASONRY WALL 8 EARTH N GABLE END WALL MOUSE ELEVATION ABBREVIATIONS INSULATION FULL NAME ELEV. CODE FRAMED KNEEWALL MANOR - - DECORATIVE STONE WIL. WILLIAMSBURG DROPPED SOFFIT 07 Q. CHA. VER, PRE -CAST LINTEL/ HEADER rno DESIGN CRITERIA CLA. TWO STORY: FIRST LOOK -FRAME SINGLE FAMILY RESIDENCE: MED.: GROUP R3 EON S C FLOOR - FRAME I G TYPE: BUILDING TRADITIONAL COUNTRY MANOR - V B 20 21 HER. CMN. RISK CATEGORY: o II DEIN BASED F S G ON RIDA BUILDING DE 0 G CO WI 0 : ND DESIGN BASED N 30 31 - ASCE 7 10 6TH 'EDITION (2017) 32 BOR. BORDEAUX F.B.C. 6TH EDITION 2017) RESIDENTIAL ULTIMATE DESIGN ;WIND;SPEED = 130 MPH F.B.C. 6TH EDITION 2017) MECHANICAL NOMINAL DESIGN WIND SPEED ,= 101 MPH F.B.C. 6TH EDITION 2017) PLUMBING EXPOSURE: TUSCAN B F.B.C. 6TH EDITION CONSERVATION 2017) ENERGY ENCLOSED BUILDING INTERNAL PRESSURE COEF.: VIE. F.B.C. 6TH EDITION F.B.C. 6TH EDITION F C 6 0 2017) FUEL GAS 2 ACCESSIBILITY 17 0) FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: X rry NATIONAL ELECTRIC CODE 2014 (NFPA 70) FEMA RULES & REGULATIONS N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS THIS DRA iNG AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID ARE FOOTAGE OOTAGE _NOTES AREA CALCULATIONS S. F. FIRST FLOOR 1939 SECOND FLOOR 1252 TOTAL LIVING AREA 3191 SQ. FT. COVERED ENTRY 83 COVERED LANAI GARAGE(s) 361 515 BALCONY 74 TOTAL 4224 LIT S OF DRAWINGS to IN EFW AS OF DATE CARIBBEAN ELEVATION C1 ICOVER SHEET - Index of Drawings SOFPLO GNI GENERAL NOTES P Lij Go ♦9 na/ FOUNDATION PLAN tS A1.81 ISLAB LAYOUT A1.N SLAB NOTES, SCHEDULES, & DETAILS N980 4IUJISd Ae POAojddV FLOOR PLAN 'Adoo 30""UJO A2.81 FIRST FLOOR PLAN A3.81 A3.N SECOND FLOOR PLAN _ FLOOR PLAN NOTES' ' SCHEDULES & DETAILS EXTERIOR ELEVATIONS A5.81 FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.81 EXTERIOR ELEVATION DETAILS Manuel Gonzalez, AIA BUILDING SECTIONS A7.81 BUILDING SECTIONS AR 96730 Javier Hernandez, AIA_ DIFFUSER LAYOUT AR 98560 M1.81 ,M2.81 FIRST FLOOR DIFFUSER LAYOUT SECOND FLOOR DIFUSSER LAYOUT Lee, PE 72328 ELECTRICAL LAYOUT 4 E1.81 FIRST FLOOR ELECTRICAL LAYOUT r� L 481 SECOND FLOOR ELECTRICAL LAYOUT 5-N ARD NOTES & DETAILS) D3 7 STANDARD NOTES &DETAILS STANDARD NOTES & DETAILS 8 STANDARD NOTES &'DETAILS N MOUSE ELEVATION ABBREVIATIONS `qk-- BR. FULL NAME ELEV. CODE MAN. MANOR in 03 WIL. WILLIAMSBURG 07 Q. CHA. VER, PROVINCIAL CHATEAU VERSAILLES rno 08 09 1.0 CLA. CLASSIC Eo 18 MED.: MEDITERRANEAN J 19 TRA. COU. TRADITIONAL COUNTRY MANOR 20 21 HER. CMN. HERITAGE CIMMARON o 22 28 MSN. CFT. MISSION CRAFTSMAN 30 31 SCL SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. REN. BROUGHAM RENAISSANCE 39 40 VIE. VIENNA 41 ,TUS. TUSCAN L 44 - CLS. ITV. CALAIS ITALIAN VILLA 46 58 PBC. PALM BEACH 80. CRB. CST. ® CARIBBEAN COASTAL 81 82 0 Q W 0 Q F— w ce W O V U _rU, Q W m z O EOf i M M TO THE BEST OF NY KNOWLEDGE, THE DESIGN DEPICNBI ON TWS DRAWING CONPLIES WTM THE APPLICABLE NINMN. MOW to IN EFW AS OF DATE OF CE0.TIFI nON BELOW. January 26, 2018 SOFPLO �/� P Lij Go ♦9 na/ WT-4 tS ® P WOWPedoo 8ulplIng Z N980 4IUJISd Ae POAojddV Q 'Adoo 30""UJO P 0 P Ovan G. Drummond, AIA oC Manuel Gonzalez, AIA TO THE BEST OF NY KNOWLEDGE, THE DESIGN DEPICNBI ON TWS DRAWING CONPLIES WTM THE APPLICABLE NINMN. MOW CODE IN EFW AS OF DATE OF CE0.TIFI nON BELOW. January 26, 2018 SOFPLO �/� P Lij Go ♦9 na/ tS ® P 9 ' � e o e � .p ♦ P 0 P Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA_ AR 98560 Sang-Yub Lee, PE 72328 o rn L Do T N �! 00 Q LU Q' M Lt1 in CL <- o rno °' L_ `�' Eo J ru v r� LLIILJ o N a. p f s i >Uj ; c L {, i E � OLUsz 0 Q �w C:) z m CL ` W oC Ci L WUj Q; U 27, V � 1 N E < N UUA L SSSS U to Uj i i 0 W T� cef W L 1i C) U SERIAL NUMBER 1014.0 i a M C i CD CD 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. o U GENERAL NOTES DOORS & WINDOWS PLUMBING NOTES � S 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY S BILIN TO ERM INE ERECTION PROCEDURE 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 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL +-� .cu L M_ AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDI; DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED G AND ITS COMPONENT PARTS TO THE ADDITION OF HEIGHT- .7 " I " & 5 SQ. N AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF. THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. „ ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE `- a WHATEVER TEMPORARY BRACING GUYS OR TIE -DOWN MAY BE NECESSARY. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ' GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPING, Ln N >, cr.> 0' *-4 C. 'LNd- THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. u LL U Y JtA Mu - Z WINDOWSINDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD i c co co (5 U1 CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4'' < V N ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" GENERAL NOTES to z LL. STRUCTURAL DESIGN CRITERIA TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND C:) LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS S PROJECT. z 2'_0 RESIDENTIAL FLOOR UNLESS OTHER ISE INDICATED 40 PSF s SOLID WOOD DOORS NOT LESS THAN 1/ INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB CORE $ STEEL DOORS NOT LESS THAN 13 INCHES 35 MM THICK OR 2 MINUTE FIRE -RATED DOORS. ( ) 0 ENOTIFIED CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE cC BALCONIES DECKS BALCONIES/DECKS 40 PSF 40 PSF MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE OF ANY DEVIATION FROM THE PLAN P S PRIOR TO CONSTRUCTION. 0 w Ly STAIRS ATTIC WITHOUT STORAGE - 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"'TAPCON SCREWS 6" FROM EACH END AND 12" C C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD `W / DRAWINGS SHALL NOT BE SCALED. LU O a ATTIC WITH STORAGE 20 PSF 2 `ROWS OF 10d NAILS AT 10" C C. (� / INSTALL SOFFITS PER FBCR R703,1.3 AND R616. cc z C:) w HABITABLE ATTICS SLEEPING ROOMS 30 PSF 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). �O w cC ~ CONCRETE CONCRETE UNLESS OTHERWISE INDIC ATED 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE n. a STRENGTH 28 DAYS LU OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR COMPLIANCE. IN w @ LU CODE AN EVENT OF A CONFLICT BETWEEN THE LU = m w H O REINFORCING: WELDED WIRE FABRIC SHALL CONFORMTO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. in = w ALL REINFORCING BARS ASTM A615-60 60,000 PSI z _ ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD = z POLYPROPYLENE FIBERS FOR SLABS 0 GRADE MINIMUM R LBS. OF FIBERS PER CUBIC YARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS, PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL a o � GARAGE CEILINGS WHERE HABITABLE SPACE EXIT EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE LU > � cn CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, _ „ „ fm=1500 PSI MORTAR TYPES 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. US z MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED Q O u>w i o UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER TUB LOCATIONS, AND A U OCAT ONS, UP TO 8' ABOVE FINISHED FLOOR. cn p STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD 0 z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY H = p V SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. LU WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO, 2 SOUTHERN YELLOW PINE (19% M.C.) v ULJ z FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR or OSB LU 0 FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK w o z WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS a VERSA LAM BEAM: Fb = 2900 PSI (2.0E) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. LU z z WOOD COLUMNS: PARALLAM 2.0E U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. Q WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION - p O TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH � = TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL 1/2" THICK WITH � AND AND CONTRAST GC) BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF CL. p J O ce m WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO w O En SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL QC V Z a UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD -AD PLYWOOD PANELS. o LOAD, BUT NOT EXCEEDING ACTUAL DE LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. Mw Q pC WOOD FLOOR DESIGN LOADS: v,u w TRUSSES: DEAD LOAD: 20 PSF OUTDOOR KITCHENS p LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE.. O Q TOTAL: 60 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR w GRILLS OR COOKTOPS. o z u .: FOUNDATION/SITE PREPARATION: - ANCHORAGE m4> METAL AND WIRE LATH: ..�` O 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Q 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BE RING PRESSURE OF 2,500 PSF, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL LU En _ FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE O OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM RY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. _ U O cC Zn ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, 3. METAL`AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 3 LU a , ,.. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST I S / NCH AND BENT TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE cene E - O z_ TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. a LU p ° FAILING TO MEET THE GEOTECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE, BARBED GALVANIZED OR BLUED NAILS 11 " INCHES LONG HAVING A HEAD NOT L s 0 ESS THAN / INCH IN DIAMETER. - . - m (� AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS IRECTED BY THE ENGINEER. Z ci Ci L V ar �L CA_ Z O oz z ¢ � U) z vii off_ oC a m cC z C) w J LU C OF— a � o LU Oo w Q >11-0 oo= M = 1— W 0 :0 w �O o U.1 F- < z 1 -LU =� U O Q W = w z LLJz eC 0 F W O J =z¢ O �1-O QQ U_ oC C) ar m U cCLLJ U) �--. QUo z w Ce U LLCo Co ~ C:)LU Ck�z w 0_ >_ c ED QLU J Q J J F- J T. OO W (_ oo� J W� � 21. in o� �Oz LU �(n0C9 z LU �mW� m 12: U3 ¢0 0 3 U`WLU U) LU ��U ~ Ch UcCwz � C) 3g: z LU -I- LU z cn 0 Ly cn U) LU U w O _ U H z w a wO F_ U) U5 (D LU LU ¢ U) z w U) ccQUz w z p D ►-, w H U LU = o �--• � w C) U.1 .-� = O w c U) z 1— 0:-'z LL. 0 z � cz0n a � o zoLU Q O oc Haw LU U3 L" zvwo �W ¢ws,� ��zz WLU Zw °S LAB LAYOUT _� a SCALE: 1/41' - 1'-0" p w m w U j z J j =oou B 7.8 48"x48"X4" CONC, PAD 3" ABOVE,' 71'-6" GRADE B 7.8 Iw �C) �Z Q CARIBBEAN FE NOTE. STEMWALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS ND CAN BE FOUND ON THE A 1.N SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 10'-011 December 11, 2017 611-611 $% i 0. 967 �R I_4t1 11 WI51-Q1-011 OO11 3 J01 AR 96399 Manuel Gonzalez, AIA AR 96730 (----------- ------------ I I ii 72328 Uj 0' -OIL 7 191-011LU UA CII CA T-1 00 a'' 06 I , 11 un N ° LIJ > '-1O .L N' -t T. 0. PAD TYP, OF 2 in M U_ U �C LD GAS LINE TO I a a�0o r- o L C* N Ln ° E0�o E �r N V < -TANKLESS W.H. N © HB I LULijL Ul LU O O 'Q 5L.0 1 �- LU LJJ LU --------- --��----_--------- _-_J_ LJ 1 1M LJ 1_ -_ pNN r\ ¢ O p. Chi o LU ca LU 4LLM e T� r __ o WATER 0 I COZD LIU :5 LU Uj I f SERIAL NUMBER 1014.0 SOFTE ER LOOP 11 I - - I �, ' 211-911.- 1_611 61-10'I.. Lj Ll' - SI_[�1 6 I 1 I -5 /2 _ -01-011 = 2,- , 31.611 231.211 VV FINISHED FLOORLn rn NOTES; L I ------- --- =---- ir------ ---- --------� FIN. FLR. TO BE 18"MIN. I I 11 GAS LINE TO ABOVE CROWN OF ROAD. i i i i I; ;; 11 - DRYER 41-0" 41-011 1 _ 22 -11 1 L4" PLUMBING 1 11 0 11 11 1 �t l o -' • �� I 1 I WALL, TYP. 1 I 1 I I 1 1 1 M 1 1 U. N A. I I I I 1 1 " 1 1 1 4 PLUMBIN I WALL, TYP. I �n u 6 PLUMBING TYP. WALL ----- -----3 L------------ j 1 r-------- _ i 1 r----- J L-� --� -- -- —� j U.N.O. 1 ; III 11 , 1 1 1 SLOPE 1/8" PER FOOT C= -------_ STEP 1 1 111 1 i d- " PLUMBINdr ( u STEP 1 1 1 1 11 1 1 1 ALL --Ili L_ [_', I I I - 1I-11 - ---------------------------- ---------- ----- ---------- I 20'-4 11 1.911 01 10'-41121.61161 SLOPE P VERS @ 1 i I SLOPE PAVERS 1 8 R FOOT 1 , _611 _0 1/8" PER FO T - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 1.011 _ -- � A U, cV OFPAVERS ON 1 PAVERS ON , STEMWALL STEMWALL TYP. 1 PROVIDE ELECTRICAL^._____ CHASE FOR ISLAND `---- WATER LINE C] FOR FUTURE 27-1 611 PLUMBING EQUE OUTDOORWALL SINK. PM TO r - - -I — — — 1 N VERIFY LOC. 1.011 1 1 81-1011 L— ° 1 ----� _ _ -j --- ------------ ii1 J -� r- r-- --- ----- M 1 0 12'-11" 1 I , 1 ---------------------- I 1 -� r---- 1 u 1 n _O 2 'B 1 1 1 11 I -It HB I --------P D L�-------=---�A GAS LINE FIREPLACE 1 I i , 1 L� r---------- ---r ----------------------- :a GAS LINE TO 11.411 81.211 16'-7" COOKTOP 23'-1" ' 141.411 41.611 11.611 21. 0,, 91.611 61.011 71'-6" B 7.8 Iw �C) �Z Q CARIBBEAN FE NOTE. STEMWALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS ND CAN BE FOUND ON THE A 1.N SHEET. 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. December 11, 2017 $% i 0. 967 �R Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C=) M UA CII CA T-1 00 a'' 06 �L un N ° LIJ > '-1O .L N' -t in M U_ U �C LD LL_ kA a a�0o r- I 00 L C* N Ln ° E0�o E �r N V < to O to d' N I LULijL Ul LU O O 'Q 5L.0 z LUm zm �- LU LJJ LU N LU r\ ¢ O p. Chi o LU ca LU 4LLM e T� 00 0 F- 1_'I 0 I COZD LIU :5 LU Uj I f SERIAL NUMBER 1014.0 LL_ oZ z Q v, C) Uj i =Ce F' a m 0:: Z o Q w J _ we O aLLJ in p LU r-1 n LU p 0 Z = F— Q � z Q �:: O LU Ce US O > O w o SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING wLU az, _ Q � D UcwnQ LU WHO W Z Z LU p LU C:) J =za �C)o 0 oLU FRONT WALL OF GARAGE clm LU o W.W.M. PLACED IN UPPER PROVIDE 11/2" D x 5" W 1/3 OF SLAB OR FIBERMESH RECESS AT GARAGE DOOR 0 o n R/EINF. PER PLAN ax LU PROVIDE 41/2" D ,x 8° W RECESS ce_ Ce 1/8II (MIN.) SAWCUT x 1/4 OF SLAB RECESS .r z IN SLAB Z SLAB THICKNESS SEE 1 1/ II II Ce FOUNDATION PLAN FOR LOCATION cn BRICK PAVERS �r cn ac LA 0 w W GAR. .. �.. ,:. .e,.. n a FIN. FLR. GARAGE --- cc z w v d W S ° -e -- DOOR � o> RECESS gyp=.a _ o ' n (— a.— WALL PER 5 __ _ _ 11 �°C �= LAN __ d. vW vi SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 € w LU o TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED = "' I AS CONCRETE�- ALLOWS Z WITHOUT RAVELING aoc o O = o� V zv o tn _a LU w SAWCUT DETAIL PLAN VIEW _ ti mJ� 1 W p i. .I_ , „ SECTION @GAR. DOOR SCALE: 3/4 - .O (FND-12) 2 Z 3=,-, {J.1 ' it: U)w o cn _j w 1. N SCALE:3/4.. _ 1._O.. LU a m Ce o �Wzcn cn w o z L = w -o 1—zw� oQ�o LU - V WL�� U) 1-• J a wUQcn Woo Q�z w 2w- 0 w w=�p Q p w' Mew z0w� 3, zZz� "- z z a .moo Qoc�n� Haw`t W Z ED U_ ZV w O r LU :3= �p_cj - ��zz CAIw��°w° o ZLU criC)�� 0 o LU m LU J Z J V JOou_ aUF-o W F— oC W V G t,U U U U Q w Ica Z Q �N v LO M X00 ;M �W Q TO THE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BURRING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 v ' 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA -AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o M L3 i ,-q 00 op LiaU kA N i LJJQ00 > ~p CL 0 C) i 0 o 44 crs 00 V coo (1) cv U) Epao N to o d' N CL ZVI U LU ' LU U LU C LL LL1 z (D w O m a- W pC wLLJ Q U oC N LU J Q o 0 L M tj LU Uj I LU LU LU U T� LU ,.....g , n� s O LU Z LU w -SERIAL NUMBER 1014.0 LZ 16- Q) Q 'i ca - C) .. C 0- Ina O zo oz z 0�`' wF— = a a 93e 2p -p CIO QLU � W D C O a � 0 LLJ F- o oLU F - o= z = F- � z W U) o>o t=;' w a z F— _ LLJ ¢moo Uoa W ex- = 0 n - � j z LUZ �o W LJ - C) O O 5 lot-, ILL. O Cl- Co Upr- m aUo z Ca w ¢ cc d W w m �zz C � Q LU w a z W C13 ¢ JJ F— ¢ oUjvU)/ O Ucc ZA oi o�� a O Z =mo z =:) Z ¢ LU >- Co U3 U)WEEnn W �Z-wU aall�eCCI Ce- LU Zooms ozz"'x cn cf) LU w p Fx-z Lij Co Mz lo ¢ w O 0 V/ W z z 0 M W H U �C=p W WE Z W i LU zzz°` oa L z 0 Q r-1 C) z oc t�-MLU �Woz ED U- 0 LU 0 W Cl W W z x Z LU U j ED pzLUI- Cn O F— gct LU ' — O 0 m W B 7.8 4 HIGH WALL AT SERVICE COURT. SEE DETAIL 14 ON 711.61 SHEET A5.2.81 1 6111 COMMUNITY DEVELOPMENT z A O DROVE 1 N 0 W 14 LU o `oEn or A ko - _ - 7.8 U CD a 1-4 U LLj Q 00 U_ fs OP Q 1 O r -I C.o I ILn �M 00 CnI B 7.8 IO�W^^ v , CARIBBEAN ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AM SHEET. 101.011 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 F9 611-611 . P�. 11.411 51-811 3'-011 13'-10" W p 11'-011 21-311 2'-31 Id TEMP. GLASS 23'-1111 ED 0 Ovan G. Drummond, AIA AR 96399 ManuelGonzalez, AIA AR 96730 A LINE TO Javier Hernandez, AIA , SHOWER ENCLOSURE, Sang-Yub Lee, PE 72328 Uj C) Ch TANKLESS TANKLESS W.H.' ' ' BOTT. AT FIN. FLR. a� `= 00 Z Uj 11 u7 N 1 Uj >�o I. 0 C', o uL W.H. Uj I ��o ,5 to 0 L 00 co w 12Ln _ E p oo E v CL U N I I I I SHOWER SEAT ON N CL .: LL - ' OE (D / ' OD 1 DD D 18" A.F.F. I 0 ................. HB L.E-1 U-1 1 - LU 0 Z Mid 1 kA f O W � KNEE LU co LLJ Q cy LU 8 L U I N LU - j I ' o O d- :E! SPACE I WATER t L U w ----------------- � j z J FREE STANDING ' _ - SOFTENER LOOP ^000 0 18 -7 s I oc 6�, TUB 141.011 4'-01 t �t---J� 61 3,1 0,1 611 - 22'-5" , 1 1 En MASTER ® MASTER 1 I C -g -D 22" X 5411 DUAL SHOWER I-= -1 ATTIC ACCESS W. BEDROOM BATH ^ HEAD WITH DUAL C/-- PULLDOWN ATTIC DIVERTERS OP 111.01, CLG. 13 I 11 � ACCESS LADDER I Lna, 1 �� 10'-0" CLG. Ln- 71-811 3'-211 ' 31-1011 rr_= =,� I -------------- LINE OF 2nd FLOOR ABOVE R0 11 M ' ac a Q = C0 0 ... © 9'-0" -=--� LG. ----„ <I N ----------------- I I NI t I OAK AIR - 1 � pPAG I t I II I LINEN = o� 11 y' t I � M `' ® CONT. HANDRA 1 I II I `r' I I I II I M r 10"X10" AIR JUMPER NI 36" ABV. II L -� L/T STEPS � W t I OSING 8 1 = - DR P'ZONE JI ..,.. .I COVERED 3 '-0 11 11 W. C. 1- I 4''11" 11 6 [P61-411 II3 1_ 11.613-10 10811 74 I I _. EJ LANAI 10 - 0 CLG. - L :�::----------- DR.& SH. =o , T FLAT SOFFIT AT 91.011 TYP. U.N.O. - ' ------------------- 1 - 5 0 - N- _ = -' P 11"BOX PW D R - OUT ABOVE, :. 1 11 P. -------10 I_ I1 1 11 1� It -o cLG. 15 3 I d' 1 117 3 -0 I I -o - ( FOYER . COVERED ENTRY I I I Oil �- ' t j 101.011 CLG. _7777 = MT 1 101.011 CLG.a I I I - - - - - _ _ T-YP-I GREAT -21 3, I � - - - I C - - ^N _ � _ _ -1 11 11.1 - - - 2 -0 8 121.011 - - -_ 61 2,_011 --� - t t M I ROOM I I 7.8 LnW � , 1-011- TIf 101-81f I " r COFFERED CLG. I 1 ,1 11 , 11. , 11 3'-11" 2 8 -0 1 4 -011 .•:• 10'-8' W) >N Q 'EAKFAST a----------- Uio1-o1 ad_ r -o" DINg1MGoI WATER LINE FOR- AREA1,TYPO�, FUTURE OUTDOOR t 10 -0 CLG. I REFI 911.4' T01Q'-0" -� 4E-711 '� t 1 I SINK. PM TO VEN LESS 11-3" I =1 c, I 2X6 KNEEWALL , t II I COFFER CLG ' ___ 101-811 ;� ,-� `: _OP VERIFY LOC. I GAS FIREPLACE 6'`6" I c W 1 1 TOP AT 34 X11 - - - �, - M I—.- I 10 -0 1 11 h - 1 11 9 -0 11 I 11 :.. 6 I 4 -0 1. 11. 3 -11 I i ROUGH - - - - — �_ DW i 141_11 I I 14'-411 L------------ I - 611 A - _ - --- - -= 0 1_ I1 21_011 PRIVACY --_- E;: 0 / .::, 0 _ :..: : o° DBL. SINK W DISP �. I 1 KITCHEN 1 = : M • N. -- Hg 10'4' CLG. :. WALL t I 61.611 ll 41.611 .•:: J � ••` � —. I ,� I COOKTOP I DOUBLE 0 EN 1 3'-0" 3'-11" 10'-4" 4 8 -8 16 -1 23 -1 I 14'-411 41.611 it - 101 -011 531.611 61-011 21.011 711_611 1 1 6111 COMMUNITY DEVELOPMENT z A O DROVE 1 N 0 W 14 LU o `oEn or A ko - _ - 7.8 U CD a 1-4 U LLj Q 00 U_ fs OP Q 1 O r -I C.o I ILn �M 00 CnI B 7.8 IO�W^^ v , CARIBBEAN ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AM SHEET. 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. December 11, 2017 F9 . P�. $ � Gon, � 4 W p 9,673 ff� ED 0 Ovan G. Drummond, AIA AR 96399 ManuelGonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) Ch ' o 000 �• a� `= 00 Z Uj 11 u7 N 1 Uj >�o I. 0 C', o uL Uj ��o ,5 to 0 L 00 co w 12Ln _ E p oo E v CL U N `o0 to d. 0 ON N CL .: LL - (D / LU L.E-1 U-1 LU 0 Z Mid 1 kA f O W � CQ LU LLJ Q cy LU 8 L U I N LU o O d- :E! co L U w r� z J ^000 0 s I oc LU Cn r ERIAL NUMBER 1014.0 L V O d m O z LL Z ao B z [—U 7.8 o � W _ 4.31.1" n ' 11 .p[ ::. 611 141.211. wQ z F—=U I_ - LU W - - - - - - - - - - - M W o a I ROOF BELOW ck- LU o i BEDROOM �.. I o1 -n1+ ri c O 51.711 J 1` December 11, 2017 ■ C■ 5... 9'-0" CLG. V C D oZs - -C I - - - - CD ROOF BELOW I I I I _� I i I 111 C5CVKUUIvI 5= I _LLJ c� '�' I CONT. HAN RAIL @ I 9'-011 CLG. E I N O 36,' ABV. NOSING - � I„ w I 6 =- 7 7-3 5.5 -8 121.911 _ CRICKET a W o�W o 42" GUARD RAIL NG HIGH BATH 2 ( N m OPEN SPACED T REJECT A 4° 1 11 I M o 14 9 -0 CLG. I o o a d- I .\ SPHERE f _ 0 BATH 3 D t:OVE DIL o v O I = 10 9'-0" CLG. 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 O , O ( I E ID AR 98560 Sang-Yub Lee, PE 72328 ao=z cn o O Cn I r r q 00 06 oc cri cn Uj.j O C7 0 0 z W d O SE PLAN Z = p w 3t:Uw� O c/) J = Q �� 3 MASTER BEDROOM qg LU z moa ALL ��w A�.N �UJ ZE cLup En Z� U) U3 nM WCe p yj M�M Q W F- cn aC O LU Uj Z Z = Z (J)�-+JQ dLU O Q = Z LU �' cc cn � ti Ci0w v Q LU < 0 < Q W U En LU I=- z O w Z Z Z LL - f -1 p c� z .U0 Uj O_ Q �0NGC 1-awLUQ w o Z ww Z Q Z U LL - LU _ EnoCw QW LL~ Z = Z O �z W�Wm oLU = U) O O LU m V O O LL- U0 - a THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS WWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. @J 0 C7 V OF FKK Q Z ee Z s cf? o�_ - - ' - - EE PLAN W pGF- , a m EDG we O � O 1 D INING ROOM Ovan G. Drummond, AIA W Q AR 96399 Manuel Gonzalez, AIA AR 96730 SLU� Hernandez, AIA �AlN - ALL Sang-Yub Lee, PE W H 0 72328 Uj O C) M LU Q = Z = H (n N 3 >Cn �o d- w � 0 M LL U (n J W Z . ,re (U�0 O W O w i C co (U 000 Ln EL - O 0 Q I < wZ = O %D o Q N -... Uj Q ::t_. C UJI LU LU LU W = Od Q N rME iij 0 Z LJ.J Z W ZZ z O Q : W > 14 LU Cj CO a aWce W LUQ U C) N W 50 a, W W __j ZQ N ! Z Q �OO W ul � OUj ar �p LLJ _ - VARIES J Ce O O z O_W F� oe 1-� LU �06 2 DETAIL W .-0 z Y- Al N - INTERIOR ��4 LU UJ W U p >- aC W W d O SE PLAN Z = p w 3t:Uw� O c/) J = Q �� 3 MASTER BEDROOM qg LU z moa ALL ��w A�.N �UJ ZE cLup En Z� U) U3 nM WCe p yj M�M Q W F- cn aC O LU Uj Z Z = Z (J)�-+JQ dLU O Q = Z LU �' cc cn � ti Ci0w v Q LU < 0 < Q W U En LU I=- z O w Z Z Z LL - f -1 p c� z .U0 Uj O_ Q �0NGC 1-awLUQ w o Z ww Z Q Z U LL - LU _ EnoCw QW LL~ Z = Z O �z W�Wm oLU = U) O O LU m V O O LL- U0 - LU W (D F-- 1--1 c LU 1 0 U U V Q MWM W H G� Q #O i �C 01 a THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS WWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 OF FKK ee LU W (D F-- 1--1 c LU 1 0 U U V Q MWM W H G� Q #O i �C 01 a THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS WWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 OF FKK s 7 EDG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) M LU CA �o 00 W (n N 3 >Cn �o d- M LL U . ,re (U�0 i i C co (U 000 Ln EL - O I < VN n %D o N rv~� ::t_. C UJI LU LU LU Q iij 0 Uj zt ZZ z O Q �— W LU Cj CO a aWce W LUQ U N W J d N ! Z Q �p LLJ LU J F� �06 W LU U W �a z M a Q LIJ ce O 10 Uj U Lij Vl� L- t SERIAL NUMBER 1014.0 z u_ w Q p z Z Q O � O U) W W L]C f— �aoC oc z o° O U5 O LLA p �z OO Lu d LU H 0 p 0 = z = F- ¢�Z LU O Cn oO W 0 W o,E W Q Z F_ LLI ULU U).< LU U = O � a w Z z W p W 0 J Z Q O LL. off_ ULU m Who po 5 ¢mow V � m LU zoM W USjjQ W O0- O coQ> J p J H Q �tLU� OOH -O W U a p Q H CL LU m 0 U) p (n a (D a W j Z CQ Cc J 2:_ W Q S LLJ U) W U) O cn _j LU LU a3`f'm aeru 0:> Z Ln W O cn. tnwnz LU C) f- Z Uj MCCIZZ p aC > O LUp W(D _jz U)wJQ aLU p LUZ w (n U) j O W 2-- W w _ W=p Q = p W �U+En LLj �— zOLLJ� Z M LL_ 00En Z d U) 0 Q � U'- Ozw Imo- d LLJ55 j w W C1 Z W LLL. M Z U r O �W _ Cn OC W QLU3:(j Eli- F - Z = Z O L9 F - w C aq poLU_ OLuCOW U w Z J w .jOOLU_ QUI --O NOTES ELEVATIONO S PfOVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 4 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1. DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 5.2.8 TYP. OF 2 OTHERWISE - - - - - - - - TOP OF ROOF/ RIDGE 2 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED 3 FOAM APPLICATIONS SHALL BE INSTALLED AS PER 9 5.2.8 -YP, 1 3' MANUFACTURER SPECS. U.N.O. .2.8 5TYP. .2,8 5.2.$ PRE -CAST STONE APPLICATIONS, SHALL BE STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND LIGCI LIT 1 5.2.8 W NP. 14 _ C� 5.2.8 �C MIC}' rl Mid" N N TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICtED ON THIS DRAWING COMPLIES WrTH THE APPLICABLE MINIMUM BUILDING CODE ITIONAL ELEVATION NOTES: December 11, 2017 -ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL [-ALLHIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS d b ffi 5 GABLE END TRUSSES TO BE MANUFACTURED WITH AN F ITIONAL 1/2" DROP 5.2.8 W NP. 14 _ C� 5.2.8 �C MIC}' rl Mid" N N TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICtED ON THIS DRAWING COMPLIES WrTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 OF F110 d b ffi 5 $ F 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn L! _j " 00 -- d ,(U N LU >�o . E Q M LL c kA a N � Coo Cn Ij 0 0 L a M Ln . - Epoo d - CL N U .s co C) N F :) LLJ ce_ L LIJ F- LU Uj 0 Uj I z O Q 1 Z L M m O 0 ED ce (� 0 W OC alf LLjW,s Q LU U x, LU � N 0 o LU C1 ^, LiJ. 4. IIS. LU -- 3 Cn 'O W Uj 00 0 Ln� 0 3Q ,u, Z u LU tu- LU � , = fj') LL_ F-FRIAL NUMBER 1014.0 a C1 6x18 RECESS r- ca .. // Q1 ROOF PER —� i /r I\ --------- ------ M LL �-, O z Q En ZO W LLJ = a m LL - LU o Cx— Oo W Q W _ ca LLj � W Ln nO= z=t- z LU � O cn o>o ot�-z QUO LU LU U Ly U) Z Q W rVoo � 25 - LU Z Z = Q W nC 0 W 0 J =zQ p �LL. LIJ O a J V � m LU �C O O Z O Ln •aC LU � Ce V LLL- W m o z Ce U) LU p >- nC ma> O J � Q owc=n LL- in o0�. O� a�ue itA4b o0� Lnc o z i m U zLU M En =oz Qwcn�., m La W WQOLfl Uj LnL1�,L En Ocn_jW Uj C7 nC LU Lm Z O C) o -r-- muji Z 4A LU w 0 ~ Q WCe F m DC Q- Z W LflQUj ]O 0 LUV' -z W -T- LU En 0 ar. U) U) Lu=�p Q=1im= U En Z.O W Z Z Z GWC 00U) Z a- cn p aa Q 0 Ce F- aWQ M 53 W LL 2-- ZU Uj LU O W Q W u z = z O c� F- w��°W° C:> En LUWcauj 0 0 LL - ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 2898 DIVIDE -,BY CODE REQUIREMENT 300 MIN.7NET FREE VENTILATING 9.66 �AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN T-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE'REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. W Lx— LU O r A Q V ("' 0 I 1 ■1 1 1 V V I--I%&I 1 "%W N.01 %I ivJYV I 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. December 11; 2017 F to 9 A �g Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O 0) U:, o 0)0 cu Ln Uj WO1n w.> Cr LU 0 LA0M Co o CL d' 0 ULJ ALJ U CL V '0 O20 Lu Ln no L cca ca N Ln a . 12 0q< d' >�N U tp O t0 N I ;En LUCe K LU LU LUL Lu t O LLJ Z 0 F- � 2-1W m W }'Uj W LOL Q Uj U ME 1 N W J N O d- „� �� o LU 1.� ne- fIJ LI z 3 LU �O 0 O Z Q to T�"i O00 i--1 Q W �W LU { oC LIQ W LUED .a) 1 pC 0.,.3 E ;w,. ` 3 N MBE 1014.0 3'-0° 311 � co er ®04- M TIDE VIEW FRONT 'VIEW, 2'-8%" 4' FRONT VIEW SIDE VIEW 3'-011 N 45 M tD ,-a M 2" 5/ , C,/ 1 2RACKS TRELLIS 5.2.8 SCALE 1/2"_1, 0„ 3 RACKET TRELLIS SCALE 1 5.2.8 /2 11, =1-0� lf TRIM 1x4 HE D 64 -COLUMN DETAIL SCALE 1/2 X4" TRIM U- 0 mm oz z 0 z U) Uj O � _ U)UjQ cc z O W J opo a � � z w = Q > F- O5 LU o=^ LU z=t=- a�z oho LU V) o>o > LU w O 0 Zip wC) = V cW Q � � Z � a o W >- z = Q w 0 w � z J a cc oc 0 LU Oa 68 V pi m c CD .a- 0 0 U) Q�owc V W w m U)O z Ce UjLU 91. o >- UJ m Q > J � J a oLL—Uc» o0cue) J O be ao� �Oz Uj T m OU z cwnoI Qw�z ca ;M J OG W Q 0 3:U)W J w LU U aa,m z p > z U) O� vLU �W0 H zc� w a �a>c w U O w U, •-� a W�w Q En z Ln0 w U U) O p Z-- W 10- V a=o= CnwF C) LL- z=zLL - Z, O O U) a -t) 0 0 Vw+ j;ai 0 oc F— z� xo >- w 0 z ILD W � 2M LU 9�o Qw r z O Uj oz=� In �FLU_ O pLLJcaLU RADIANT BARRIER PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER El CONTINUOUSMETALPAN PRE-ENGINEERED TRUSSES FLASHING ALONG DOOR PER PLAN ;, MECH. OPENING W NO SEAMS DESIGNED BY TRUSS MANUFACTURER / ROOM. OR SPLICES - 3 LAP MIN. METAL THRESHOLD FULLY SEALED TO FLASHING �a o0 PAN PER MANUF. RECOMMENDATIONS 0 0 0 BATH 2 BATH 4 CONTINUOUS METAL PAN FLASHING OVER } �a as SUBSTRATE AT THRESHOLD. APPLY �o 00 _ W, DURADECK WATERPROOFING MEMBRANE a K - SYSTEM PER MANUF. SPECIFICATIONS ♦\ I [ j! ( 8d NAILS AT 6 O.C. I tf t i I I tI 1 11 ri � FT 0 la � LD FLASH UP WALL, 12 ,., ' 11 MIN., CONTINUOUS _Y 4 MIN. a x xr xr x x x x x yyx x r�xr }Y. �'.,�..x i` .}. 7; �. ) ) �• �f t I. %,..�� v v.. ♦ �. 11 .. .: .. , � f. ;. � , :. y. , . , w , � .. PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER ,♦ 3 _ / EXT. GRADE StRU&URAL DECK DOOR FLASHING DETAIL; SHEATHING 42" HIGH RAILING DURADECK, WATERPROOF COLLAR FLASHING 0 F1 11 EXTERIOR WALL DECK MEMBRANE - AT POST. SEAL AT PER PLAN FL #12407.1 TOP OF FLASHING SLOPE 1:48 MIN COLD FRAMED MIN. 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RIPPED T - 1 E 0 I I 1=11i-11 I- -1 11=111=1 11=1 11=1 I i -I 11=1 I I. t:. •; I 11= =1 11=111=111=111=1 I I- -11 I-111=1 11=1 11-� — — — — 1_ EXTERIOR WALL L-111-1. I I_111 -111 -III -III -III -III -I I =- I- 1- _ _III -III -Ill -111 -III -1 I -LII -III -11 ALLOW FOR SLOPE 11 l l.1 �,.-,fK t (11 111 I I I .III III III 11 1 I � I-1 I I-111 _�.�.I 1.11-111-Ill-Ill-Ill-Ila-I�) .;, `.�. 1. 1.1 -111 -II PER PLAN SUPPORTING I "— '�' HANGER AT EACH BEAM PER RAFTER PER STRUCTURAL ALL FASTENER STRUCTURAL PLAN PLANS W PENETRATIONS TO BE SEALED AND CAPPED � Q A BUILDING SECTION oc D BAL NY SECTION w A7.81 SCALE: 1/4 " = 1'-0" CARIBBEAN _� A7. H 1 SCALE .x/411=1�-0" CARIBBEAN 1 _ _ O U ............. U U RADIANT BARRIER Q W PRE-ENGINEERED TRUSSES m DESIGNED BY TRUSS MANUFACTURER .. f ". f. "...,.. ....-, - '. Z y • Y 1 Y - 3 Y - Y Y -•'Y" rY"•'Y%Y"Y'/Y':. - ..." ,".. ..� .� _ .-y;'... ." ," . •... . _.�. , .... ✓-X`/'1 Y". x Y 1 1� x x .. x •� i a 1 1 'z .' 1 a x 'i' . 3 . 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TREADS - - - --- ---- ---- --=�1-III-11=------- -- -- - - _ I_III_III-111_111-III -I I -I I I_I I I-111 I I I I I I I_III_ I I_LII-1 I I_I I I_I I I_i I i_i I I-1 I I_I I I` _ c� c� _ _ _III II - III 111_i 11 L I III -1 il_i l 1=111- _ _ _ _ _ _ _ _ _ _ _ _1-11-111_ _ _ _ _ - - _ , • 1=III=III=III-111=I I I=III_Ill_III-III-III-III-III-I I I_I I I -III -I I I_I I I_I I i-111 I I� 11 -III -111_1 I I_I I I_I 11_1 I I_I 11-111-111_1 I I -III -11 -1 # I- 1=11-111=I I I=I I I -I I. -- oc _ _ :•. 111=1 1=111.= III -ILL -111 Ili-L1l (NOMINAL) TYPICAL ^ 0 �- FIRST FLOOR - - - - CABINETRY &APPLIANCES - - - - _ - -11=111=111 ; 1=111=1I I, _,III -1I I .. ; ,.•:• I I1-111=11.11.-_, „ _ _ I I -I I I -I I I- WD, NAILER 0 -0 FIN. FLR. =111=111=1I . 1=111= ARE FOR REFERENCE ONLY -I I I_I ^I I I -I I I -111-111- I I I -I I IE El I I=I I I_ TRUST BLOCK ''=III=111=111-' �ITIi1 � Bill l li � ' - -II1=III—II r--�BUILDING SECTION c STAIR SECTION A7.81 SCALE: 1/411 = 11_011 CARIBBEAN �A7 SCALE: 1/4. = 11-011 CARIBBEAN 4 STAIRS NOTE: 18 RISERS @ 7 5/8 16 TREADS @ 10" 1 LANDINGS { * ACTUAL STAIR RISER TO BE VERIFIED BY CONTRACTOR IN FIELD H— Q TO THE BEST OF MY KNOWLEDGE, THE DESIGNDEON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING L R 967 ¢g � k SHALL BE CONSTRUCTED TO WITHSTAND A Ovan G. Drummond, AIA AR 96399 CONCENTRATED LOAD OF 200 POUNDS APPLIED AR 96730 Javier Hernandez, AIA AT ANY POINT ALONG THE RAIL IN ANY Sang-Yub Lee, PE 72328 DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE Uj C> 011 00 CONCENTRATED LOAD, OF 50 POUNDS PER Ln Uj U kA LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS ° cc LU ,-+ o , >w Q M (IN -FILL) SHALL WITHSTAND A HORIZONTAL LLI LOAD OF 200 POUNDS APPLIED AGAINST ANY U ILA 0- a�-a23 Eu ONE SQUARE f00T AREA, NOT CONCURRENTLY C 00 (y fu Ln WITH OTHER LOADS. .j N C) d - H— Q TO THE BEST OF MY KNOWLEDGE, THE DESIGNDEON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 11, 2017 L R 967 ¢g � k b 4 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn Uj C> 011 00 Ln Uj U kA f-4 rn ° cc LU ,-+ o , >w Q M LLI - U U ILA 0- a�-a23 Eu LU 0 C 00 (y fu Ln Eov .j N C) d - N CL LL- LU1 , nd�LUI il L ELI I 1 l Uj 0 LU 0 z 1-- w z U1 ao } O I m Ca1 1w a U LL Q oC LLJ U I N LU i Q N I Z 71 0 It 1714 l , LU CIO LU r=i i Up 1 i I I I I to =z 0 0 U LU H LU 2 M V) ca ZD [7,�FRIAL NUMBER 1014.0 Z LL - Py Q mm Q O o"' Lu = a m cC z OO W J w CO a D I Lu LU H co nLLj O= LU � 0 cn OO w O waE cn p Z Q � O LUV E Z a LU 0CC, � a „z Z = Q w F— X: cG W O J Z Q �OO LJ. LIJ O0� U m Q O O a Z O w V W Z m � 0 Q tj cC W a o z W ED a > J Q J F LL -U U O O J C) W H V CK 0 O�F_ d O Z °° o LLJ U) zcn0(D QWEEn m Co w --j M: W Q 3 UU) b (nJ W LU_ Q Q- Ce m De U.J +zQ>� O Uj nWzto _CDwO LLJ cCcG D oO Ce 0 - Oct Z Z = 0 W(QQ Ce W = Z LU O p w H V C Q = p W w F- U- Zw� ZpZ ZQcn � O ZLU C Q H el - W Q = w z LU U - Z U LUj UO Cn LU Q W z = z Q �7�~Z W�LU �m �p=c~n O Q oWmW QQUC)o Uir-r-UZ5th LtUtNU �-- SUPPLY m RETURN ® EXHAUST FAN FOR REFERENCE ONLY,_, Ic�G 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, December 11 2017 > FL Z >0 I 5 � � 8 r 967 t ED P� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O M LU LLj v) N ` > '"4 oCL q- LU C.4 � 0 Ooc3 ao U c 0 acs LL `E 0 co ILA E d' N .' 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CUT T, FOLD UP & TEMPORARILY ' a .<< ..... :;.< :::<•:::. 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SILL PLATE SECURE BARRIER WEATHER RESISTIVE ABOVE HEADER TO WEATHER EXTERIOR cC cOn Q w a� BARRIER �' 4 . A LOW FOR FLASHING RESISTIVE SHEATHING z z z o 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLA WEATHER IN 2 I STALL HEAD fLASHING UNDER BARRIER TAPE „ 6 SILL PAN RESISTIVE a r BARRIER EATHER RESISTIVE BARRIER U) 3. FOLD WEATHER RESISTIVE ;.<< �' oc r Q5 SILL PAN BARRIER BACK OVER HEAD o w -' a: FLASHING AND SEAL WITH TAPE LL.w s LU = m CORNER 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM > i— LU EXT -1 TYPICAL SLIDING ,: (ASSEMBLED - WINDOW) -n NAILING FLANGE o a !:9 Uj AR 96399 G) ExT_5 Javier Hernandez, AIA AR 98560 zo>� W 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. 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(EXT -1) � DA o a !:9 OPTION - A AR 96399 (, z ExT_5 Javier Hernandez, AIA AR 98560 zo>� W m D3 N.T.S. (EXT -7) = w 0 ON LU VI 757LU En LUz Ln ) ,4.j 06 a. /^\ F.., w LU CA I >�o ao . Q MH Q a0o 0 0611 tD Z FLASHING W�./.� z AA,, 'O p.� W � = LU Ln i a) f Ln n Q O tn Q W d- CONT. DRIP EDGE A U 1 .mj mi 'k'^^ O W I tncn W Q M W o o z � m CANT STRIP ACROSS DOOR HEAD: a 0 ED z z cn LU SILL PLATE TO DIVERT RAIN WALL PER PLAN WALL PER PLAN cC cOn Q w a� Z W Z O W W W LU C/) H GG z LL z O z (8 . Z 0 z 'A.J (w ^s C�_ m aUj SEE NOTE #2 ��, ...� _... l.. EXTERIOR RAIN pRIP' REGLET o~Q ozS DOR LU ,..., w w z ,l o WALL SHEATHING ce _- EXTERIOR O o WITH WEATHER c„Fvp WINDOW z Q v d O RESISTIVE BARRIER LU moo= _�F__ Qb� U W mw W o Oar -9 adz =mU Ln z cn C) (D Q w t! H Ca LU __j Q NOTE THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANG ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. 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INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE S CURE WEATHER RESISTIVE WEATHER B RRIER ABOVE HEADER TO EXTERIOR BARRIER A LOW FOR FLASHING RESISTIVE SHEATHING o I STALLATION BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6" z zo FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN 2 TldCTAI L HEAD FLASHING UNDER 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM PATCHNAILING FLANGE LL CC Z ...... ..... .. NOTES: 7 4 W o r' 1: FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE US z t- (MIN. 6" WIDE). CONFORMLNG TO AAMA 771-07 LU o FLASHING _rr ..4,FLASHING W 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF o � z ........... WINDOW SILL PLATE.. 3. INSTALL FLASHING IN ORDER AS SHOWN BYN UMBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE - WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 I v. <t v, U)RESISTIVE z � DOOR FLA EXT-, TYPICAL SLIDING GLASS OO SHING DETAIL EXT_2 TYPICAL WINDOW FLASHING DETAIL D3 N,T.S. (EXT -2) BARRIER WEATHER RESISTIVE BARRIER - ... w -n LU 0 m 9673 oGU.J .r ............... ::':.-:'�'.:��"::::'::'_ SILL PAN 3. F LD WEATHER RESISTIVE o o 6.. FLASHING i a�� cc ARRIER BACK OVER HEAD AR 98560 0W� -• W z oo "' CANT STRIP ACROSS DOOR HEAD LASHING AND SEAL WITH TAPE z p U o`Q T DIVERT N 0 RAI R WP `:°.':::. SILL PLATE 1 0 L cc yj W LU o rn 00 - W p. CL. :'.� ...,, till `..,'.'.'..'.>r.:..,.:i:i:{::'':.. .... _ W Z in Q m a > SEE NOTE #2 :... ,. RAIN DRIP REGLET In = �cnWF- J o J-}. Q EXTERIOR DOOR 8 W = ca r L � �o CORNER Ujz0 Z O Z 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM PATCHNAILING FLANGE LL CC Z ...... ..... .. NOTES: 7 4 W o r' 1: FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE US z t- (MIN. 6" WIDE). CONFORMLNG TO AAMA 771-07 LU o FLASHING _rr ..4,FLASHING W 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF o � z ........... WINDOW SILL PLATE.. 3. INSTALL FLASHING IN ORDER AS SHOWN BYN UMBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE - WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 I v. W o k ZZQ o o2 o � DOOR FLA EXT-, TYPICAL SLIDING GLASS OO SHING DETAIL EXT_2 TYPICAL WINDOW FLASHING DETAIL D3 N,T.S. (EXT -2) (ASSEMBLED m cl: ICA - - WINDOW) -n LU 0 m 9673 z G LUoz z G Ovan G. Drummond, AIA RAS -HP G_ 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM PATCHNAILING FLANGE LL CC Z ...... ..... .. NOTES: 7 4 W o r' 1: FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE US z t- (MIN. 6" WIDE). CONFORMLNG TO AAMA 771-07 LU o FLASHING _rr ..4,FLASHING W 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF o � z ........... WINDOW SILL PLATE.. 3. INSTALL FLASHING IN ORDER AS SHOWN BYN UMBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE - WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 I v. W o k ZZQ o o2 o � DOOR FLA EXT-, TYPICAL SLIDING GLASS OO SHING DETAIL EXT_2 TYPICAL WINDOW FLASHING DETAIL D3 N,T.S. (EXT -2) D3 N.T.S. (EXT -1) m cl: ICA - oar OPTION - A LU 0 m 9673 W Z = z LUoz Ovan G. Drummond, AIA U' J Cii F-+ J Q o o 6.. FLASHING i a�� cc CONT. DRIP EDGE AR 98560 in o -• W z oo "' CANT STRIP ACROSS DOOR HEAD I z p U o`Q T DIVERT N 0 RAI R WP `:°.':::. SILL PLATE LL PER PLAN WALL PER PLAN 0 L cc yj W LU o rn 00 p _ W _ W Z in Q m a > SEE NOTE #2 :... ,. RAIN DRIP REGLET In = �cnWF- J o J-}. Q EXTERIOR DOOR 8 p LL to W � LIJ L � �o Ujz0 Z O Z U tnn 0 (cne WALL SHEATHING WITH WEATHER EXTERIOR Z, z W 0 U, :5z 0 �: d o RESISTIVE BARRIER WINDOW o, o�oz� ce cn 't 0 N rn Po W 23- Q 0 a 0 Z =mo ZEnv o(D Q�cnz cn Uj NOTE, THIS DETAIL ONLY APPLIES AT EXTERIOR - DOORS THAT'HAVE,NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. W Q p in =W?cnWCnW (D U)WATERPROOFING AT EXTERIQR DQOREXTERIOR Uj�cUn~ m EXT -5 EXTERIOR OPENING OR BEAMEXT-6 HEAD DRIP DETAIL rExT_-7 HEAD DRIP DETAIL zo z ''" cn o D3 N.T.S. (EXT -5) ��3N.T.S. (EXT -6) L�3 N.T.S. (EXT -7) Z a 0 �zvcn OUjWcn .` (n W wOz = C7 10 HE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS WWING COMPLIES WTrH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 1-Zw e¢� >- oGex,p m cl: ICA - LU 0 > 9673 W Z = z Ovan G. Drummond, AIA U' J Cii F-+ J Q AR 96399 Manuel Gonzalez, AIA WC)e W eC U) Javier Hernandez, AIA AR 98560 in o 72328 W �cnEn j cro 0 L LU o rn 00 p 06 W Z in Q N In = �cnWF- 8 p LL to W � LIJ L � �o Ujz0 Z O Z CL , 15 (1)-0Uj E Z, z W 0 U, :5z rn o, o�oz� LA 't 0 N rn Po z W ,�•-,En� O oC U m Ciez H a. W j NCL �LpOZ ED0L4= € *"4 W LL � W r O ZZ 4_ QW��; _ Cy)� Uj F- V H- z Ln W W &_ m ILU Q LU pz= �-- LLLCA L Uj. C3 O W m W z J0 0 < U f_ 0 LU W cfi o r ��1 L 10 HE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS WWING COMPLIES WTrH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. � m OF FLS 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 cro o rn LU o rn 00 06 Z Uj N 'LNCE 8 LIJ L � �o Z .. < CL , 15 (1)-0Uj In L Co 00 w 2� E 0 LA 't 0 N U 9.0 o D 1 NCL E ZZ LU Uj LU ILU Q LU Q Q LLLCA L Uj. C3 z cam- ce LU W cfi o r ��1 L j LU LU 0 �06 W :a 0 z c UjceLU0 LUL 1711ERIAL NUMBER 1014.1 zo oz z ¢o( U) rvo my)'"' w o = LLJ ce = 4 ce m ce_z w C O a o � . z Uj :> c) oo_ z x � D�00 LU wcn z O w O U z LU -4cQ vU)wnz a ce LU C' : a 2 W z LUZ ce p LU F- z ��o LL_ LU OQ-I V oC m SLU oo z 5w a �.oc U w mw Boz a w w a m¢> J � J o Lu c= oouc)e) e�GcUn� �b oC1 � aoz LU m 0 nv oL azcWcz m uo LU o� ED Q o �c=nWcwr� 4 w W oC ce co C7 Ce w z 0 o W- z M w w0 W oc ao cc a- z w W�CQOU 0 P z = z cwr,��a wW�tcn Uz 2wUc � ooW w V in a=o= �cnwF- U_ w zzzoac 0 o En z �o Ln ZW�Q 1 C) FLU — z �> = a wV' w a zw�o Cecnccw w �:: Lj w Uj oz=U) ,o Uj w � LU m w �z J� �ooV- tU1—o -SEE SCHEDULE SCHEDULED WINDOW ;,,--"(SEE FLOOR PLAN) WINDCOMPLOIA T W/CFBGRT ROOFING PER CONTRACT. (CONTRACTOR TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE' PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4'I SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 MIN. 7/8II STUCCO (3 COATS) QED SEE PLAN PRE-ENGINEERED WD TRUSS, 24" O.C. 2x SYP. #2 WD. STUDS AND SHEATHING 2x SYP. #2 WD. STUDS INSULATION BLOCK ON GALV. SELF FURRING _ J SEE PLAN FOR STRAP @ 16" O.C., TYP. Z ALUM. WRAPPED 2x Hernandez, AIA PAPER BACKED METAL LATH WOOD FASCIA NAILED WALL INSULATION FILL VOIDS &HONEYCOMBS TO TRUSS TAILS W/ (2) FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE EXTERIOR STRUCTURAL 16d @ 24" O.C. WATER RESISTANT BARRIER (SEE ENERGY CALCS) WATER RESISTANT BARRIER METAL DRIP �A SHEATHING PER CONNECT WALL TO FOUNDATION EDGE -------- CEILING INSULATION PER FRAMING DETAILS PLAN/SPECS PER FRAMING DETAILS FRAMING DETAILS (SEE ENERGY CALCS.) CONTINUOUS VENTED 0 'i d- 2x SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING SOFFIT; WOOD LEVEL PROVIDE CONT. METAL TERMITE ' 1/2" RIGID GYP. BD. SHIELD UNDER SILL PLATE .RETURNS WHEN 3/4" GYPCRETE (OPTIONAL) ry WEEP SCREED _ STUCCO SOFFITS ARE FINISHED BASE MOULDING m 0� DBL. 2x SYP. WD. REQUIRED 0 N BACKED METAL LATHE & HOUSE WRAP ELEV OI_BII _ Z TOP PLATE FLOOR DE�=P ODUCT APPROVAL FOR ROOFING �-�P:A. OR APPROVED EQUAL SYSTEM i 2x SYP. #2 WD. STUDS N MIN. 7/8" STUCCO (3 �= SYSTEM) RATED SHEATHING PER f i z Q @ 16" D.C., TYP. (.!) COATS) ON GALV. SELF FURRING FELT REFER TO VAPOR BARRIER f �, _ -. VAPOR BARRIER WALL INSULATION Ln BACKED METAL LATH ELEV. FOR �, - EE FOUNDATION (SEE ENERGY CALCS.) LU VERHAN 2x RIBBON FASTENED FLOOR TRUSSES 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW ;,,--"(SEE FLOOR PLAN) WINDCOMPLOIA T W/CFBGRT -SEE SCHEDULE SCHEDULED WINDOW ( SCHEDULED WINDOW SEE FLOOR PLAN) (SEE FLOOR PLAN) EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE' STUDS W/ WALL INSULATION OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4'I 2x SYP. #2 STUD @ 16" GAP BETWEEN FOUNDATION MIN. 7/8II STUCCO (3 COATS) QED O.C., TYP. 2x SYP. #2 WD. STUDS AND SHEATHING 2x SYP. #2 WD. STUDS ON GALV. SELF FURRING _ J APPLY A LIGHT COAT OF @ 16" O.C., TYP. Z CEMENTITIOUS COATING TO Hernandez, AIA PAPER BACKED METAL LATH .-M.-.., WALL INSULATION FILL VOIDS &HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE EXTERIOR STRUCTURAL Uj WATER RESISTANT BARRIER (SEE ENERGY CALCS) WATER RESISTANT BARRIER C rn SHEATHING PER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER I - CONNECT WALL PER BACKED METAL LATHE & PER FRAMING DETAILS PLAN/SPECS PER FRAMING DETAILS FRAMING DETAILS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP 0 'i d- 2x SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE ' WATER RESISTANT BARRIER SHIELD UNDER SILL PLATE 3/4" GYPCRETE (OPTIONAL) ry WEEP SCREED FINISHED BASE MOULDING (2 LAYERS REQUIRED): PAPER FINISHED BASE MOULDING m 0� TOP OF NG PERCONTRACT. (CONTRACTOR TOPOLYETHYLENE %MU 0 N BACKED METAL LATHE & HOUSE WRAP ELEV OI_BII _ Z II 3/4 THK. T&G SUBFLOOR GLUED &NAILED FLOOR DE�=P ODUCT APPROVAL FOR ROOFING �-�P:A. OR APPROVED EQUAL SYSTEM i ° . 4LU N TRUSS �= SYSTEM) RATED SHEATHING PER f i z Q 4" (.!) l �_ — VAPOR BARRIER f �, _ -. VAPOR BARRIER PLAN SPECS. Ln M - I SEE FOUNDATIONS �, - EE FOUNDATION 'Q LU ALL ROOFING UNDERLAYMENT TO BETO 2x RIBBON FASTENED FLOOR TRUSSES EXTERIOR ' LU- _.. SELF -ADHERING POLYMER MODIFIED BITUMEN LU PER TRUSS ENGINEER 2 TWO-STORY WALL SECTION b Q SHEET TO COMPLY WITH ASTM D 1970 D7 - SCALE: 3/4" = 1'-0" PJ7 TI C/SCALE. 3/4 Ili -Oil Z LU; SEE PLAN sx 4 " PRE-ENGINEERED WD TRUSS, 24O.C. � C w LU [V INSULATION, BLOCK SEE PLAN RAP PRE-ENGINEERED WOOD FLOOR TRUSS BATT INSULATION REQUIRED LU. _FOR,S LU TRUSSES (VERIFY W/ AT GARAGE (SER P� ALUM. WRAPPED 2x ENI F LAY ENGINEER OR TRUSS OUT) ENERGY CALCS) WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 66 1/2" RIGID GYP. BOARD 16d @ 24" OAC. W O DRIP: - p z p < 1/2" GYPSUM , EDGE -____ EDGE E " CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE U WALLBOARD ON STUDS ------ ------ CONTINUOUS-VEED 'E. Ln (SEE ENERGY CALCS.) cn E7RIALAL NUMBER 1014.1 W/ WALL INSULATION SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. SCHEDULED WINDOW (SEE ENERGY CALCS) RETURNS WHEN (SEE FLOOR PLAN) STUCCO SOFFITS ARE DBL. 2x SYP. WD. WINDOW ATTACHMENT ' REQUIRED TOP PLATECOMPLIANT WITH FBC-R HEADER , SEE FRAMING 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. COATS) ON GALV. SELF FURRING FELT REFER TO WALL INSULATION BACKED METAL LATH ELEV. FOR (SEE ENERGY CALCS.) VERHAN 2x SYP 42 WD HEADER -SEE SCHEDULE SCHEDULED WINDOW ( SCHEDULED WINDOW SEE FLOOR PLAN) (SEE FLOOR PLAN) EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE' STUDS W/ WALL INSULATION OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4'I (SEE ENERGY CALCS) GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION QED AND SHEATHING 2x SYP. #2 WD. STUDS AND SHEATHING 2x SYP. #2 WD. STUDS AR 96399 APPLY A LIGHT COAT OF @ 16" O.C., TYP. APPLY A LIGHT COAT OF @ 16" O.C., TYP. Z CEMENTITIOUS COATING TO Hernandez, AIA CEMENTITIOUS COATING TO .-M.-.., FILL VOIDS &HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE Uj WATER RESISTANT BARRIER WATER RESISTANT BARRIER C rn (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER I - CONNECT WALL TO FOUNDATION BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS f V POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP 0 'i d- OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Z SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE ry WEEP SCREED FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING m 0� MAIN FLOOR MAIN FLOOR 0 N ELEV OI_BII _ Z %D 0 ELEV 0 -Oil a ° . 4LU N �= 4II CONC SLAB W/ j f i z Q 4" (.!) l �_ — VAPOR BARRIER f �, _ -. VAPOR BARRIER Q Ln M - I SEE FOUNDATIONS �, - EE FOUNDATION 'Q LU PLAN FOR SIZE AND PLAN FOR SIZE AND EXTERIOR ' WALL TYPE OF FOOTING TYPE OF FOOTING LU LU 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION b Q Q D7 - SCALE: 3/4" = 1'-0" PJ7 TI C/SCALE. 3/4 Ili -Oil Z LU; 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. M1 R 9673 QED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C rn I� 0 ao f V o 0 'i d- Uj N E D M aIs v 'aa op 15 �oc) cm ry � V) m 0� 0 N %D 0 N Ln LU LU LU LU b Q Q ��Uj LU in I LU; z LL_ C w LU [V LLJ L LU. LU P� H 66 W O p z p < p Uj z U 'E. Ln cn E7RIALAL NUMBER 1014.1