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1747 MARITIME OAK DR - STRUCTRUAL DRAWINGSDESIGNPECIF S ICATIONS USP CONNECTORS HEADER NAILING . •, ,, . 4...,„ _,._ ... � _ TYPICAL OUBLF T P DESIGN CODE: 2014 FLORIDA BUILDING CODE - RESIDENTIAL YEAR AFTER THE DATE OF THE ORIGINAL PLANS, DESIGN IS VOID ONE L , UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (c =,1.0 0 ) TOP CHORD LIVE LOAD 20 psf 40 psf TOP 0 LOAD 10 psf CHORD DEAD L 7 psf (ARCH SHINGLES) TOP CHORD REAR LOAD on �F !Tu c cuimri rc1 ' 1n nsf 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 USP MSTA24 GARAGE +22.9 DOOR Od EA. END (8'x7') -28.8 2 CAR EA. END.: GARAGE +21.8 DOOR USP JUS28 1305 1305 (1 6'x7') -23.9 UPLIFT°a1><� Ur. NAIL,.) Toric 2X6 2x8 _ AL TOP PLATE NAI IN(` , 5 NAILS O H PL TE SPLICE TYPICAL STUD NAI INC _ 0 MIN. SPLICE LENGTH CONNECTOR FASTENERS FL CODE`' _ SYP SPF „ 2x10 2x12 - 7 NAILS FASTEN ALL TOP PLATES 0.131x3 END NAILS: 16 0.ACx3 NAILS .: 9 LVL, 11 LVL 7 NAILS O TOGETHER w 3 RO WS � „ f, 2 ®2x4, b „ _EVENLY SPACED O _ „ 9 1 1x1 14 LVL USP A35 / 16 LVL 9 NAILS 450 .450 O z �Y (3) � 2x6,... O OF .1310 ®12 O.C. STAGGERED. USP RT7 ;y 585 495. : 5 d EA. END 4 O ® 2x8. � » SYP#2 USP T R 8A .775 650 5 Odx1 EA. 'END O z TYPICAL WALL FRAMING NOTES. I. USP MTW12 1195 860 7 Odx1' " EA. END 1 USP HTW20 1450 1245 12101x1 EA. EN ( /z D _. _.._.._ __.._ __.._ " r, \„ " ,,�",, - ­ BOTTOM CHORD LIVE LOAD 10 psf O psf P BOTTOM CHORD DEAD LOAD 5 psf 5 psf P DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING. LIVE LOAD L/360 & TOTAL LOAD L/240 H 0.75 MAX ANY CASE ROOF PITCH • THE VALUES ABOVE 0 E ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ) ABOVE WIND PR V PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED ED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION PERMISSIBLE. SSIBLE. USP MSTA24 1640 1455 - 9 ) Od EA. END 10446.4 USP MS TA36 2065 2065 ( 13101 EA. END.: USP LTS20B 1105 1105. 1 " /z ROD TO FTG... USP JUS28 1305 1305 (6) Od TO HEADER USP HTT16 4290 4290 » -%"0 /e � RO D TO FTG. WIND LOADING: L NG. UPLIFT,T S ASCE 7 10 FOR WINDTRUSSES SHALL BE DESIGNED WITH A / USP HTT22 5370 5370 5/8 " ROD TO FTG :. USP PAU44 2535 5 " / e ROD w 12 161 / ( ) USP PAU66 2535 x1 /z EA. END. 5 / e 0 ROD w 12 161 ( ) MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD ' A L CAND 5 PSF BOTTOM. CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS _ _ • PLUS -PRESSURE AND 'MINUS - SUCTION. TION..'. 24-1 USP MSTAM24- 1545 T1455 5 ( ) " x2 TAPCONS 4 / 4 OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, USES C LLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED • DESIGN F GN Q WINDOWS/DOORS FASTENING TO THE -WALL. FRAMING IS THE EA. SIMPSO N CON ECTORS BY 0.75 WHEN COMBINED w DEAD. LOAD. / BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH RESPONSIBILITY OF THE HE .WINDOW DOOR MANUF. SUPPLIER &SHALL / / MEET THEA VE NOTED POSITIVE AND NEGATIVE PRESSURES. BO 13-1 --------------- IMPORTANCE :FACTOR 1.00: ---------------- MEAN ROOF HEIGHT 20.0` FT a a �k-ak- ---t a �rF ,� v a CONNECT OR UPLIFT FASTENERS FL CODE # SYP SPF ROOF SHEATHING, 6 MAX. SEE SPECIFICATIONS. I --' SEE 5 S0.0. / 2x -BLOCKING ONLY REQUIRED 1F SHEARWALL. -\ FASTEN LOWER STUD jaTRUSS TO TALLER STUD w/ BRACING BY OTHER. 2 -ROWS ROWS .OF 101 COMS ® 12" O.C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICAL SOLE TYPICALLY °V FULL PLATE NAILINGs HEIGHT THREADED 0.131x3" TOE NAILS: RODS - ®s o" O.C. (3) ®.2x4„ (4) CVA26 6/12 ---------------- B 11 BUILDING CATEGORY TE EXPOSURE CATEGORY --------------- C ------------ ENCLOSURE CLASSIFICATION ENCLOSED E- E L C OS D INTERNAL PRESSURE COEFFICIENT t .18 v a �I`--�I`-• DENOTES EDGE STRIP. 0 SEE C CHART ,; , ABOVE FOR, OR a DIMENSION, � v t1:,3872.4.SPLICING '� a'� vFv A35 450 450 12-8 � _ x1 /z 10446.4 INTERIOR BEARING WALL• SEE PLAN FOR STUD SIZE D 0 AN FACING. ,-, CONTINUOUS BLOCKING FLOOR WHERE POST IS ABOVE (1)A34 + (4)121 TOE NAILS .: BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. N SH. -161 COMMONS „ ® 8 O.C. A, 5 ®2x8. -PT. SYP#2 # SO LE PLATE. WALL SHEATHING e r '•... s , .. . S EE DETAIL 1 S0.1 •.. . •• . • • • • •• . FORS .. .. , OPTIONS.; + 4 121 TOE i (1)A,35 O NA LS H2.5T 600 520 5-8d EA. END 11478.3 HTS16 1150 1085 - 16.1 d EA. END 10456.6 MTS1 2 1000 860 - 7 10 x1 /z EA. END. 10456.3 HTS20 1450 1245 24-1 » dxl' EA. /z END 13872.3 R 5 I��''``ATI• MATERIAL SPECIFICATIONS E C 1,•,. ONSWITHIN 24 MSTA9-10c 17 65 1270 EA. MAY BE USED IN BRICK VENEER. MSTA36 2050 1870 13-1 d EA. END 13872.8 ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENED EACH END SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. 1 ( )2x4 SPF #2 (4)121 TOE NAILS - 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 6 8'-4" (3)2x4 SYP #2 (1)A34 + (4)121 TOE NAILS S 12'-0" RAISED HEADER + 4 121 TOE i (1)A,35 O NA LS SHEATHING MAY EXTEND 2" 4" 2�" PAST BLOCKING- WINDOW 42" 24" ATTACHMENTS MUST SYP#2 HEADER 4X1" ARCHED TRANSOM OPTI ON SEE RIGHT. WINDOW SILL SEES SCHEDULE FOR•, SILL SIZE AND CONNECTION EACH END. P ANCHOR INTO 2x MATERIAL ER PLANS. L5x3'/2 x'/4 6 10 -0 fr RIM JOIST TOTOPPLATE TOE NAIL (8d ® 6") GUN NAIL 0 6" JACK AND _ _ ' CEILING JOIST TO TOP PLATE TOE NAIL (3 8d) 5 GUN NAILS " SUPPORT IS 6 O.C. MAX. MASONRY SPECIFlCA110NS: H 1. STEEL LINTELS TO BE MINIMAL 36 2. WASHERS SHALL BE SLOTTED. (LION). e . f FOUNDATION SEE PLAN .. 28 DAY COMPRESSIVE E STRENGTH OF ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENED EACH END < 4'-4" 1 ( )2x4 SPF #2 (4)121 TOE NAILS - 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 6 8'-4" (3)2x4 SYP #2 (1)A34 + (4)121 TOE NAILS S 12'-0" 3 2x6 SYP 2 O # + 4 121 TOE i (1)A,35 O NA LS KING STUDS, TU S, di$4 7#it SEE PLAN. a , LAN. a. � r, , • ab AT TWO STORY CONDITIONS,. •, r WINDOW SILL SEE PROVIDE :SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL :• ry UPPER LEVEL POSTS &JACK n No. STUDS. 7 - SDWC15600 SCREW E SEE 8/S0.0. «• � „ N „FO . •� { 2 • Aim', •.. y 9 6 ! ® I 6 A c 9.. r SSI._ r a q 4 00 A A, All I Christopher Sabourin PE 12 1 s FL PE#71461 I - - WALL FRAMING MING AT MAX. MIN. HARDWARE AND ANCHORS. 18-1 d TO TRUSS/BEAM FLOOR SHEATHING, WALL FRAMING AT soLF PLATE ANCHOR_ ANCHOR. BOLTS &' THREADED ROD, SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 I -PLATE CHANGE CONDITION FROM SOLE SEE SCHEDULE {NOT ACTUAL PLAN], 'T`A'IL �I`a I` _s 8d ® 3 SEE SPECIFICATIONIS. RAISED HEADER CONDITION DULE I 1 /s ROD TO FTG. PLATE BREAK ASTM A 307 OR ASTM F 1554 GRADE 36. I l `- t BUILDER MAY REVISIONS. WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE B). 32-1Ed TO TRUSS BEAM CHOOSE EITHER THE DROPPED DATE WALL FRAM HEADER 0 INC AT .5250 4670 CONDITION OR RAISED H SCOPE OF SERVICE /I HTT5 11496.2 ' FADER CONDITION. '.NUTS. .SHALL BE IN ACCORDANCE . WITH ASTM. A 563 GRADE A HEX. V CE s F I i 1 0 RO METAL CONNECTORS: META: CONNECTORS /a D To FTG. `. DROPPED HEADER CONDITION E NNECTORS. L C S WHICH ARE EXPOSED TO I I I I 2 TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: 6-10 TO HEADER I LUS28 930 780 I < I i I RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF ROD OR 10655.113 / S REBAR - THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10 TO JOIST S0.0 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR /a Y SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR A 14 16 TO HEADER SOLE PL LARGER THAN REBAR SIX. AND /a LARGER THAN .THREADED ROD SIZE. ANY HU410 _ - � ATE ANCHOR 905 785 10531.36 L - - J HOLD DO (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16 TO JOIST � WN. THEM TO CONSTRUCT THE WORK I AC " N ACCORDANCE CE WITH THE CONTRACT jTL 3x3xY SLOTTED ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS H SYP#2 DBL. TS DOCUMENTS. ABU44 2200 5/ 4 OD EPDXIED 8 MIN 10849.6 # SEE 5 S0.0. SEE 1/S0.1. 2� DUAL CARTRIDGE INSTALLATION ONLY): e TOP PLATE. / WASHER PUSHED ( ) ABU66 2300 5/811 TO OUTSIDE BUTT JOINT: EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: „ 3x3x3'4SLOTTED FACE OF WALL REINFORCING• SHALL BE ASTM A615 GRADE 6 BLOCKING ONLY 2 STEEL. 0 SET N A N A - REQUIRED THE. ITEMS SPECIFICALLY DESIGNED BY THE:. STRUCTURAL ENGINEER ARE / / SIMPS N EPDXY TIE 11506.4 WAS STRUCTURAL STEEL: SHALL BE ASTM A992 GRADE 50. AT SHEARWALLS AND HER PUSHED ' LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT,WALL SHEATHING TO OUTSIDE WELDED WIRE FABRIC. (WWF): SHALL BE ASTM A185.10-16 TO STUD/BEAM/POST STUCCO FINISH. WOOD PANEL SHEARWALLS, WALL FRAMING ,AND REQUIRED SHEATHING AND SEE DETAIL 1/SOA FACE OF WALL. LTT OB 1675 1675 U r 2 11496.3 LAMINATEDVEN L LUMBER (LVL): ALL LAMINATED VENEER EER LUMBER , " H FOR SPLICING ( ) FADERS DIRECTLY SUPPORTING ROOF FRAMING. ,RAMING. ITEMS NOT DESIGNED SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC 1- /z ROD TO FTG. PLAN VIEW PRE-ENGINEERED WOOD FLOOR AND ROOF :TRUSSES, FLOOR FRAMING NOT OPTIONS. LSTA12 805 695 10-10 13 7 _ 8 2.5 MODULUS E 1 900ksi BENDING STRESS Fb 600 sl BOUNDARY OF O , ( ) 2 p SPECIFICALLY ADDRESSED, TRUSS TO TRUSS CONNECTION AND ANY FULL HEIGHT „ 1 1 2 Yz SHEATHING. TH NG. READ ARCHITECTURAL,MECHANICAL OR _ ED ROD L ELECTRICAL SYSTEM. Nz TE S1 C 6 1705 1705 13 8d 10852.1 SHEATHING EPDXIED 4 OR 0x6 PT. SYP#2 TO BE 7� MAX. MIN. SILL PLATE. EXAMPLE CONTINUOUS SIMPSON T1TEN HD. E OF :PANEL GENERAL NOTES EC O CONSTRUCTION SPECIFICATIONS EDGE w/ BLOCKING TO UPPER ---INTERIOR BEARING SOLE PLATE BREAK TOP PLATE. = =WALL: `.::.SEE SCHEDULE. WHERE REQUIRED BY • SPECIFICATIONS SECTION VIEW GENERAL NOTES. FLOOR SHEATHING FOR STUD SIZE • 3 PLYWOOD SHEATHING GLUE AND „ 2 /32 T&G OSB OR , E NAIL .WITH .101 COMMON ®6 O.C. EDGE &FIELD AND O.C. :SPACING. WALL SHEATHING TO ROOF SHEATHING SPLCIFICATIONS: - a •24/16,„ „ C SOLE PLATE APA MlRATED OSB 0 PLYWOOD „ " SH NGLE N /sR D SHEATHING .NAILED- w 0.113x2 RING SHANK NAILS ®6 O.C. EDGE _ RAISE , / E & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 0 OF ROOF EDGE). Ye FROM 8d 0 3"j//_ON SEE DETAILS SEE DETAILS BOTTOM OF SOLE H S1.01. ON S1.011 P F- I 32 6 A A RATED PL 0M N. 15 32 YW OD SHEATHINGTJJb,,F / / NAILED w 0.113x2 RING SHANK' ®6 O.C. EDGE & � O.C. FIELD AT GABLE ENDS - PLAN AND.: FASTEN / ( DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4' 0" 0 ROOF EDGE). ,,---_� -- - -- - w/8d @ 3 O.C. _ H H » r METAL MIN, 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0,113x2 RING SHANK NAILS 0 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN -0 OF ROOF EDGE). 4'-0" N. PLATE ANCHOR SCHEDULE ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING ANCHOR EXT. WALL SPACING DROPPED FASTENED w/ 3-0.131"x3" EMBEDMENT DEPTH EDGE DISTANCE HEADER EA. END TYPICAL. E 42" 24" SHEATHING MAY EXTEND 2" 4" 2�" PAST BLOCKING- WINDOW 42" 24" ATTACHMENTS MUST SYP#2 HEADER 4X1" 2Y4" P ANCHOR INTO 2x MATERIAL ER PLANS. L5x3'/2 x'/4 6 10 -0 fr RIM JOIST TOTOPPLATE TOE NAIL (8d ® 6") GUN NAIL 0 6" JACK AND _ _ ' CEILING JOIST TO TOP PLATE TOE NAIL (3 8d) 5 GUN NAILS KING STUDS, TU S, di$4 7#it SEE PLAN. a , LAN. a. � r, , • ab AT TWO STORY CONDITIONS,. •, r WINDOW SILL SEE PROVIDE :SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL :• ry UPPER LEVEL POSTS &JACK n No. STUDS. 7 - SDWC15600 SCREW E SEE 8/S0.0. «• � „ N „FO . •� { 2 • Aim', •.. y 9 6 ! ® I 6 A c 9.. r SSI._ r a q 4 00 A A, All I Christopher Sabourin PE 12 1 s FL PE#71461 I - - WALL FRAMING MING AT MAX. MIN. HARDWARE AND ANCHORS. 18-1 d TO TRUSS/BEAM FLOOR SHEATHING, WALL FRAMING AT soLF PLATE ANCHOR_ ANCHOR. BOLTS &' THREADED ROD, SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 I -PLATE CHANGE CONDITION FROM SOLE SEE SCHEDULE {NOT ACTUAL PLAN], 'T`A'IL �I`a I` _s 8d ® 3 SEE SPECIFICATIONIS. RAISED HEADER CONDITION DULE I 1 /s ROD TO FTG. PLATE BREAK ASTM A 307 OR ASTM F 1554 GRADE 36. I l `- t BUILDER MAY REVISIONS. WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE B). 32-1Ed TO TRUSS BEAM CHOOSE EITHER THE DROPPED DATE WALL FRAM HEADER 0 INC AT .5250 4670 CONDITION OR RAISED H SCOPE OF SERVICE /I HTT5 11496.2 ' FADER CONDITION. '.NUTS. .SHALL BE IN ACCORDANCE . WITH ASTM. A 563 GRADE A HEX. V CE s F I i 1 0 RO METAL CONNECTORS: META: CONNECTORS /a D To FTG. `. DROPPED HEADER CONDITION E NNECTORS. L C S WHICH ARE EXPOSED TO I I I I 2 TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: 6-10 TO HEADER I LUS28 930 780 I < I i I RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF ROD OR 10655.113 / S REBAR - THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10 TO JOIST S0.0 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR /a Y SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR A 14 16 TO HEADER SOLE PL LARGER THAN REBAR SIX. AND /a LARGER THAN .THREADED ROD SIZE. ANY HU410 _ - � ATE ANCHOR 905 785 10531.36 L - - J HOLD DO (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16 TO JOIST � WN. THEM TO CONSTRUCT THE WORK I AC " N ACCORDANCE CE WITH THE CONTRACT jTL 3x3xY SLOTTED ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS H SYP#2 DBL. TS DOCUMENTS. ABU44 2200 5/ 4 OD EPDXIED 8 MIN 10849.6 # SEE 5 S0.0. SEE 1/S0.1. 2� DUAL CARTRIDGE INSTALLATION ONLY): e TOP PLATE. / WASHER PUSHED ( ) ABU66 2300 5/811 TO OUTSIDE BUTT JOINT: EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: „ 3x3x3'4SLOTTED FACE OF WALL REINFORCING• SHALL BE ASTM A615 GRADE 6 BLOCKING ONLY 2 STEEL. 0 SET N A N A - REQUIRED THE. ITEMS SPECIFICALLY DESIGNED BY THE:. STRUCTURAL ENGINEER ARE / / SIMPS N EPDXY TIE 11506.4 WAS STRUCTURAL STEEL: SHALL BE ASTM A992 GRADE 50. AT SHEARWALLS AND HER PUSHED ' LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT,WALL SHEATHING TO OUTSIDE WELDED WIRE FABRIC. (WWF): SHALL BE ASTM A185.10-16 TO STUD/BEAM/POST STUCCO FINISH. WOOD PANEL SHEARWALLS, WALL FRAMING ,AND REQUIRED SHEATHING AND SEE DETAIL 1/SOA FACE OF WALL. LTT OB 1675 1675 U r 2 11496.3 LAMINATEDVEN L LUMBER (LVL): ALL LAMINATED VENEER EER LUMBER , " H FOR SPLICING ( ) FADERS DIRECTLY SUPPORTING ROOF FRAMING. ,RAMING. ITEMS NOT DESIGNED SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC 1- /z ROD TO FTG. PLAN VIEW PRE-ENGINEERED WOOD FLOOR AND ROOF :TRUSSES, FLOOR FRAMING NOT OPTIONS. LSTA12 805 695 10-10 13 7 _ 8 2.5 MODULUS E 1 900ksi BENDING STRESS Fb 600 sl BOUNDARY OF O , ( ) 2 p SPECIFICALLY ADDRESSED, TRUSS TO TRUSS CONNECTION AND ANY FULL HEIGHT „ 1 1 2 Yz SHEATHING. TH NG. READ ARCHITECTURAL,MECHANICAL OR _ ED ROD L ELECTRICAL SYSTEM. Nz TE S1 C 6 1705 1705 13 8d 10852.1 SHEATHING EPDXIED 4 OR 0x6 PT. SYP#2 TO BE 7� MAX. MIN. SILL PLATE. EXAMPLE CONTINUOUS SIMPSON T1TEN HD. E OF :PANEL GENERAL NOTES EC O CONSTRUCTION SPECIFICATIONS EDGE w/ BLOCKING TO UPPER ---INTERIOR BEARING SOLE PLATE BREAK TOP PLATE. = =WALL: `.::.SEE SCHEDULE. WHERE REQUIRED BY • SPECIFICATIONS SECTION VIEW GENERAL NOTES. FLOOR SHEATHING FOR STUD SIZE • 3 PLYWOOD SHEATHING GLUE AND „ 2 /32 T&G OSB OR , E NAIL .WITH .101 COMMON ®6 O.C. EDGE &FIELD AND O.C. :SPACING. WALL SHEATHING TO ROOF SHEATHING SPLCIFICATIONS: - a •24/16,„ „ C SOLE PLATE APA MlRATED OSB 0 PLYWOOD „ " SH NGLE N /sR D SHEATHING .NAILED- w 0.113x2 RING SHANK NAILS ®6 O.C. EDGE _ RAISE , / E & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 0 OF ROOF EDGE). Ye FROM 8d 0 3"j//_ON SEE DETAILS SEE DETAILS BOTTOM OF SOLE H S1.01. ON S1.011 P F- I 32 6 A A RATED PL 0M N. 15 32 YW OD SHEATHINGTJJb,,F / / NAILED w 0.113x2 RING SHANK' ®6 O.C. EDGE & � O.C. FIELD AT GABLE ENDS - PLAN AND.: FASTEN / ( DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4' 0" 0 ROOF EDGE). ,,---_� -- - -- - w/8d @ 3 O.C. _ H H » r METAL MIN, 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0,113x2 RING SHANK NAILS 0 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN -0 OF ROOF EDGE). NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE WAL_ SHEATHING SP EGIFICATIONS. WALL SOLE PLATE ANCHOR SCHEDULE e • i ...... •., :.: I ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE 1�t "0 EPDXY 42" 24" 3x3x0.229" 4" 2�" Y2"0x6" TITEN HD 42" 24" 3x3x0.229" 4X1" 2Y4" NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE WAL_ SHEATHING SP EGIFICATIONS. WALL FACE NAIL (6-161) 8 -GUN NAILS LINTEL MUST HAVE CORROSION RESISTANT COATING OF EPDXY BASED . • ; • e • i ...... •., :.: I NOTES.. TYPICAL _ 24 16 APA RATED S 0 B OR PLYWOOD STRUCTURAL FLEXIBLE FINISH MIN. D C URAL 1 F / SHEATHING F ASTENED �s w 8 / d ®6 O.G EDGE AND 6 O.C. FIE LD. SHEATHING SHALL BE X / EXTEND FULL HEIGHT FROM. BOTTOM :., PLAT T P E 0 UPPER TOP PLATE. N is I H D 0 SILL LATES SEE SCHEDULE ROUCFi OPN'G SEE A RCH. ° I i '-, _ .• a ,.. .. - ! a 1 ... 1. SOLE PLATE ANCHORS ARE ERE UI REQUIRED AT ALL EXTERIOR E OR WALLS AN D ADJACENT TO FLEXIBLE FINISH WALLS INCLUDE: WOOD CEMENT OR VINYL SIDING HARDI PAN A EL &BRICK. ALL OTHER > E WALL SHALL BE CONSIDERED FI IDE D BRITTLE NIS H. LINTEL DIMENSION IN. BRG. P MAX SPAN INTERIOR LOAD BEARING WALL GABLE X -BRACE, SEE DETAIL 1-0/50.1 DESIGNATES SHEARWALL. THE ( HIDDEN LINE DESIGNATES SIDE of " __------- WALL THE SHEARWALL SHEATHING » H TO BE APPLIED. sd 0 3/6 SW 3 /6 » DESIGNATES 8d COMMONS ®3 " „ o.C. EDGE & 6 o.C. IN THE FIELD » •• z » TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS ®12 STAG. CORNERS AND PLATE BREAKS AND KING STUDS. , NAILING TO INTERMEDIATE - 24 16 APA RATED OSB 0 PLYWOOD'STRUCTU STUCCO FINISH. MIN. /is , / R RAL 1 SHEATHING, FASTENED w/ 8d ®6 O.C. ~EDGE AND 6 O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM SOTTO PLATE TO UPPER TOP PLATE. L5x3'/2 x'/4 6 10 -0 fr RIM JOIST TOTOPPLATE TOE NAIL (8d ® 6") GUN NAIL 0 6" ---- -J _ _ ' CEILING JOIST TO TOP PLATE TOE NAIL (3 8d) 5 GUN NAILS " SUPPORT IS 6 O.C. MAX. MASONRY SPECIFlCA110NS: H 1. STEEL LINTELS TO BE MINIMAL 36 2. WASHERS SHALL BE SLOTTED. (LION). - _ MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANIE WITH AC1530.1 05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM of 28 DAY COMPRESSIVE E STRENGTH OF _ F Manufacture SINGLE STORY MULTY STORY RY » H H " 3. AS AN ALTERNATE TO THE 3X3 xY PLATE WASHER ' a A 3X3 X /a �'�!/ 1'/,"0 ROUND C1019 GROUT SHALL HAVE A MAXIMUM CO 1 2000. psi .PER ASTM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8 TO .1y SLUMP. MORTAR SHALL TO C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. , THAN 8 OR OPENINGS LESS STEEL WAS HER MAY USED. :ASTM CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING 1 » RATED SHEATHING, SEE GENERAL NOTES. c I FIELD ALTERATION CONTRACTOR SHALL. CONTACT LOU PONTIGO ft ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD f MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONnGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I I 3 "A U LD V 1 I l ROOF ( r ' TRUSSES, OR W FLOOR JOISTS. (.� W 1 `TYP. WALL SIQNS a , CONCRETE MASONRY UNITS (CMU):SOLE PLATE ANCHOR DETAIL Et SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING SCALE: 3 4" = 1'- 1 S0.0 S0.0 / o ACCORDANCE WITH ASTM C9. -75 HOLLOW LOAD-BEARING CMU TYPE -1 :GRA N _ b CMU SHALL BE IN AC 0 D (CMU), DE 1, n ,* ,�VrEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 sl f m-1500 psi). GROUT ALL CELLS CONTAINING V S0.0 SCALE: = - „ P ( P) VERTICAL 3/4 1 0 W REINFORCEMENT IN 5 -0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1...02 IN ..THE BOTTOM CeRSE OF MA„ WHEN THE WALL HEIGHT- :- EXCEEDS 5, 0. W HOLLOW MASONRY STEMWALL�_ ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E E GRADE N 1 W CONCRETE MASONRY N ML UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING B NDS STACK BOND SHALL N - �.... GROUT. SPLICES i NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETEN REINFORCING WHERE R P 1 ;. ERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT - /z 1V2 - INTERSECTIONS. PROVIDE CONTINUITY OF WITH 4 ®4 0 O.C. MAX. AND AT EACH CORNER WALL END, AND WALL INTER E REINF CIN AT INTERSECT # g._�...; IONS OF PERPENDICULAR :MASONRY ELEMENTS BY INSTALLING CORNER BARS MINIMUM OF 40 BAR 3 ROW_`OF `„ O 0 101 PROVIDE HORIZONTAL JOINT H INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES P H RI REINFOR t ENT T DIAMETERS T E � A 16..0.0. VERTICALLY, EVERY OTHER :COURSE AND VERTICAL REINF- HALL BE INCREASED AS NOTED ON •,r_� : r: ( ) NAILS 8 O.C. :.. , 2 PLY 1/S1.0. UNLESS NOTED OTHERWISE LAP JOINT, REINFORCING SHALL BE A MINIMUM OF 6". STAGGERED BEAM. _ ° , MPSON Z . . # .. 2x4 BLOCKING CLAY MASONRY ��ppRICK). SDWC15600 3 PLY BEAM. N „ W r N ®24 O.C. HOLLOW BRI FASTEN B IN ACCORDANCE WITH ASTM C62 C216 OR C652 FOR BUILDING BRICK FACING BRICK, & H CK, RESPECTFULLY. :. SEE ROOF , 2x4 MEMBERS: EACH BRICK SHALL E , C END w 3 101 ;. ,.. FRAMING / COUCRETE SPECIFIC;v.: "r..�>• PLAN FOR ':� EXTEND SHEATHING VERT. 14 • (1) ROW OF 101 • TOENAILS. W 4 ROWS 121 NAILS ®4 O.C. BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08 AND SHALL BE CONSTRUCTED IN ACCORDANCE AG 301. ALL DETAILS. C) ° ALL CONCRETE HAS CONCRETE SHALL H V ESSIVE STRENGTH OF 300 PSI AT 28 DAYS TO TOP OF TRUSS AS SHOWN. COMPRESSIVE STRENGTH OF 3000 PSL 4;? AT 12 O.C. CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A PROVIDE 2x4: BLOCKING CO J AT HORIZONTAL JOINTS. EA. 'SIDE. 2x6 MEMBERS. GENERAL NOTES: ROOF SHEATHING,' SEE • (2) ROW OF 101 STUD B - SPECIFICATIONS BELOW. (3) ROWS 121 _ FLOW �- HEEL > 1 -0" AT 12 O.C. '� '" NAILS ®4" O.C. LOWER TOP 4-101 DOTING AND FOUNDATIONS. F STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COM. MONS PRE-ENGINEERED ENGINE FRED W00 EA. SIDE. BEEN DESIGNED WITH A D ODES. FOOTING HAVE SO BEARING BUILDING C IL BEA G DESI I A IN ACCORDANCE .WITH .LOCAL B GN MAXIMUM) FOOTINGS AND FOUNDATIONS SHALL BEX MUM OF 2000 PSF. A SOILS INVESTIGATION TOP , 00 INGS( ) N REPORT S RECOMMENDED TO VERIFY SUITABLE PLATES 2x SPF BLOCKING G ROOF TRUSSES. & 3 I 2 PLY B OIL THE ENGINEER BEAMS T LES I SHA NS AB LL ' -0R U B NOTIFIED. ..00CUR IN A DISTURBED E ED. SO ONS. IF THE FOOTING ELEVATIONS SHOWN IL SHALL BE FREE OF 0 WA SUBSURFACE CONDITIONS, 0 ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION` AND FILL LL INTERSECTION ( ) L RIPPED TO FIT ORTHOGONAL F I 2x4 OR 2x6 'POST NAL VI W D 1557. 2x8 POST SHALL B COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM CONDITIONS H E 0 WITH GAP SHOWN. OF CORNER o_: l ELECTRICAL EM W ( ITS ELECTR BEDS STEP HEIGHTS, cr - CONDUITS, E GHTS ETC., SEE GENERAL FEATURES,E C TRUC URA INFORMATION. FOR, FOUNDATION PLAN ONLY CONVEYSS T L I, ARCHITECTURAL PLANS. DO' NOT SCALE FOOTING 0 DIMENSIONS AND LOCATION FROM THE -.___ I CTURA P RCH TE L OR " `1T THE LAN FRAMING LOCATION BASED ONE HER G PLAN BUT (3)ROWS O N SHOWN ON S1.0. DO NOT. DETERMINE FOOTING BY DI DIMENSIONS OF 5 .FOUNDATION PLAM ONS PROVIDED ON 'FOUNDATION PLAN. IF SIZE` OR LOCATION IS NOT _ O (3)ROws OF 6�'4 � • SIMPSON r� O DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ;. TRUSSLOK TRUSSLOK SEE ROOF - ENGINEERED WOODF4-PlY ENGINEERED WOOD H „ O " FASTENERS IN FOOTINGS N M •- ® 4 SH BE 3 A D ESH A 2 o,c COVER FOR REINFORCING ALL SHALL BE CENTERED FASTENERS CONCRETE 24 o.c WIS NOTED ON DRAWINGS MINIMUM C IN UNLESS OTHERWISE SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 CSP 48 - O.C. OR ROD D CHAIRS. FRAMING CONCRETE ELEMENTS BY INSTALLING COR; R BAR MI I AS SHOWN PERPENDICULAR CONCR ELEM E S N MUM OF 40 AT INTERSECTIONS OF P N AS SHOWN PROVIDE CONTINUITY OF REINFORCINGI •� BAR DIAMETERS -'INTO EACH ELEMENT. SPLICES IN REINFORCIN WHERE PERMITTED SHALL BE 48 PL �: SIMPSON , AN FOR W BAR DIAMETERS CORNER 'DETAILS. SOWC15600 CO NE WALL INTERSECTION SHEATHING MAY SEE ROOF CONDITIONS CONDITIONS A GRADE: SIMPSON TERMINATE AT SIMPSON CONCRETE SLABS ON F H SDW FRAMING 3 PLYC15600TOP `F •:0 DBL.S N SDWC15600 NOTES: I TS PPE 6 AND SEALED -0V VAPOR RETARDER WITH JON LAPPED CLEAN COMPA HALL BE INSTALLED OVER .MINIMUM 6 MIL POLYETHYLENE E CTED .EARTH OR FILL WIT , S L H APPROVED CHEMICAL SOIL TREATMENT FOR REVELATION OF SUBTERRANEAN.' - PLAN FOR T SEE NOTE 1. „ OP PLAT E. L OVERLAP SE P TOP P E NOTE 1. � PLATES AT CORNERS AND IN TO IN 12x12 GRID WITHIN 12 HOURS CON INTERSECTIONS. TERMITES. SAWCUTS. FOR CONTROLLED CRACKING CUT A 1 SAWCUT IN SLAB Q CRETE PLACEMENT PROVIDE W -. E v. ESA CUTS THROUGH OUT SLAB' CALL EOR FOR ALTERN TIVE METHODS. "; DETAILS.. _14 LVL. AN - H H D GREATER 2. DENOTES 3 x0.131 " GUN NAILS ®fi O.C. VERTICAL 0 0 TYPICAL CONNECTION 3. DENOTES SOL OOD FRAMING SPECIFICATIONS: ' � '_ ^: E PLATE. ANCHOR, .SEE SCHEDULE. !!i 5 <.HEEL < 1 0 � ., ,, � TES. , I�� 4. SOLE PLATE A EL < ANCHOR N HE 5 NOT REQUIRED RED Q WHEN HO F WO LD DO SPECIFICATIONS NDS OR OD C TR � WN IS NATIONAL DESIGN S UCTION LA NST HAS BEEN DESIGNED IN ACCORDANCE WITH NA TEST EDITION INSTALLED. ALL'. WOOD FRAMING (NDS) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTA T WITH MASONRY CONCRETE R `; 1. ,. TE 0 , .. Y TYP. CONNECTION AT STUD COLUMNS, 5. CON TR ACTO R M U _ _ MAY CHOOSE EITHER 0 . _ E OPTION WH PRESERVATIVE TREATMENT IS USED ALL ATTACHE FA _ ERE. MULTIPLE SOIL SHALL BE PRESSURE TREATED. IF, ACID OR NON DOT BORATE PRE E [� FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE S NOTES. `_ - E I USED, ALL ATTACHED FASTENERS SHALL BE JACK TO KING ASSEMBLIES, CORNER POST, ETC. 1 OPTIONS ARE SHOWN. STAINLESS STEEL � 1. TOP PLATE TO STUD SDWC ONLY REQUIRED,_WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2 5T MAY BESUBSTITUTED _FOR TRUSS, ONNECTION. PROVIDE ADDITION 2. SPECIFIED G AL H2.5T NAILING REQUIRED FOR EVERY PLY - „ t PRE ENGINEERED WOOD TRUSSES. AT TOP PLATE TO STUD,x SPACE � 48 O.C.. IN ADDITION TO - S0.0 s.A 2 FLYS SHALL BEA THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT ISBEING BUILT AND COMPLY WITH NFP, TPI AND 100. CONTRACTORTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS STALLED AT ALL TRUSSES AS ` FRAMED D W ALL CO R E R A ND ARE THE R5R00FTRU:CONNECTION IN THE TRUSS SHOP DRAWINGS. ALL TR SS_TO_TRUSS CONNECTIONS AND TRUSS PROFILES ESPQ�SIBWTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY B ACING PER ,COMMENTARY AND BUILT-UP MEMBER FASTENING INTERSECTIONSSTUDS CONFIGURATIONS GURAT IONSRECOMMENDATION FOR HANDLING INSTALLING &BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91.- AT MULPLE STRAP CONNECTIONS, STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING 2 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER I S0.0 S0.0 .- `' KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: : � SDWC15600 SCREW. DESIGN SDWC C IN P TOP LA SCREW E RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM ASPHALT BRINGS SHALL COMPLY HEADER FASTENING. THE CONTRACTOR SHALL B E _ , WITH ASTM D3161 AND BE INSTALLED ACCORDING. TO THE MA UFACTURER S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE ` S . EE DETAIL TOP P A R 0 LATE TO H T RIGHT. NOT REQUIRED FADER' FAS NST A Q D FASTENING. P T N AY ROOF TILE INSTALLATION MANUAL. AND THEM UFA R AND TILE ROOFS SHALL BE INSTALLED PER HE CONCRETE AND CL �tV CTURE S REQUIREMENTS. T ENDS OR OPENINGS STANDING SEAM METAL ROOFS SHALL COMPLY WITH AST E1514 AND BE INSTALLED LESS' F a OR GABLE E SEE DETAIL ETAI L AT RIGHT. CHT..: NOT REQUIRED _ ANUFACTURER S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR THE DESIGN AND NSTALLATION OF ALL META ACCORDING TO THEM Q L FLASHING AND VALLEY MATERIALS. THAN 4 6CRITERIA KING STUD TO TOP PLATE. FOR GABLE ENDS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN INSTALLATION OF ALL WATER PROOFING. FACE NAIL (6-161) 8 -GUN NAILS LINTEL MUST HAVE CORROSION RESISTANT COATING OF EPDXY BASED - SDWC15600 SCREW NO BLE T REQUIRED AT GA ENDS OR OPENINGS LESS THAN 4'-6„ KING &JACK STUDS SEE PLAN _ .^ , KING STUD TO BOTTOM PLA- >> CONNECTON. SIMPSON �. SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. LA0 T REQUIRED FOR GABLE ENDS: KING & JACK STUDS SEE PLAN 2121 TOE O NAILS E.E. MIN HEAD 4$ SILL KING STUD TO FRAMING BELOW JL PLATES SEE CS18 STRAP w/6-10dx1Yz"' SCHEDULE NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR ROUGH OPN G, SEE ARCH. EXTERIOR SIDE OF WALL, STRAP NOT REQUIRED AT THE HEAD 4R SILL PLATES SEE SCHEDULE� ROUGH OPN G, SEE ARCH. N is I H D 0 SILL LATES SEE SCHEDULE ROUCFi OPN'G SEE A RCH. ° WOOD FASTENING SCHEDULE EDULE BRICK NOTES / INTEL SCHD PLAN LEGEND ANDABBREVIATIONS CONNECTION MEMBERS FASTENER TYPE LINTEL DIMENSION IN. BRG. P MAX SPAN INTERIOR LOAD BEARING WALL GABLE X -BRACE, SEE DETAIL 1-0/50.1 DESIGNATES SHEARWALL. THE ( HIDDEN LINE DESIGNATES SIDE of " __------- WALL THE SHEARWALL SHEATHING » H TO BE APPLIED. sd 0 3/6 SW 3 /6 » DESIGNATES 8d COMMONS ®3 " „ o.C. EDGE & 6 o.C. IN THE FIELD » BUILT-UP POST IN THE WALL m 2X8 1 2 HEADER SIZE, JACK AND KING STUD QUANTITY. » TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS ®12 STAG. > W. - _ „ L3/z x3/,.W. 4 6'-0' TOP PLATE LAPS INTERSECTION FACE NAIL 2-161 3 -GUN NAILS(MIN) L4x3 / x / 6 81-0. 2 4_ STUD _ - DBL TOP PLATE TO STU FACE NAIL (2 161) 3 GUN NAILS L5x3'/2 x'/4 6 10 -0 fr RIM JOIST TOTOPPLATE TOE NAIL (8d ® 6") GUN NAIL 0 6" L6x3'/2 x/4 6 12-0 " _ _ ' CEILING JOIST TO TOP PLATE TOE NAIL (3 8d) 5 GUN NAILS " » L7x3'/ xY/ 6 16 -0 z + CEILING- JOIST OVER PARTITIONS FACE NAIL 3-16d 4 -GUN NAILS ( ) H 1. STEEL LINTELS TO BE MINIMAL 36 , AND GENERAL PLATE TO HEADER: SDWC SCREW N 24" O.C. OYES LARCHITECTURAL CALE DIMENSIONS Fj 2X6 WALL WINGS, IF A DIMENSTRUSS TO EAR REFER TO THEPLATE: SDWC DRAWINGS NTACT THE E.O.R r SCREW CEILING JOIST TO RQOF RAFTER JOIST/TRUSS TRUSS TO PLATE FACE NAIL (6-161) 8 -GUN NAILS LINTEL MUST HAVE CORROSION RESISTANT COATING OF EPDXY BASED - BRICK VENEER ADJ -ADJACENT LG Lon 9 SPECIFIED. NOT REQUIRED AT 2 -STORY GABLE ENDS OR 2 S70R FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS _, PLATE TO HEADER: �I SDWC SCREW _ 3 GUN NAI TOE NAIL (2-16d) LS .JOIST _ BM BEAM MAN _ F Manufacture , THAN 8 OR OPENINGS LESS -RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS q!7BA, ATHER RRIER BOT - BOTTOM MON = Monolithic WALLS THAN 3 -6 :- 11,:z, 2X4 WALL 24" O.C.2. JACK RAFTER TO HIP 3-101 4 -GUN I TOE NAIL GU NAILS ( ) LINTEL MOR - ' E THAN 8 0 . SHOULD _ BE LATERALLY SUPPORTED NOT TO -�: BRG - BEARING _ CMU CONCRETE MASONRY UNIT OC OSB On Center - Oriented Strand Board •-- HEADER FASTENING SECTION ROOF RAFTER TO 2x RIDGE BM. - TOE NAIL 2-161 3 -GUN NAILS ( ) Y EXCEED 6 FT. O.C. `w 2-/4x3 WD. .'' / • -' DBL--- DOUBLE DIA =DIAMETER PERP PRE - Perpendicular NG -Pre Engineered , • CONT. HEADER, TWO PIECES H FACE NAIL 161® 16 O.C. ®EDGE SCREWS INTO HEADER PROVIDE ASquare �z _ VERTICAL SLOTTED 'HOLE FOR SCREW. - LINTEL ATTACHMENT EA - EACH - PSF Pounds per Foot P• :.: ' : .: : • : • • a •. ;> s •. , . • .. ; a., .• • > KING STUD TO FRAMING BELOW „ CS18 STRAP W 6 10DX1 CONT. HEADER TO STUD D _ _ TOE NAIL 3 161 4 GUN NAILS ( ) -- SEE N OTE 2 _ EE EACH END EOR ENGINEER OF RECORD PSI PT Pounds per Square Inch PRESSURE TREATED .. ,. .• D OR 2X10 :� / kz NAILS EACH END. STRAP:' ATTACHMEN 1 G COEQUAL STUD TO SOLE PLATE TO I _ _ E NAIL 3 161 4 GU 'NAILS ( N R N • 3. BRICK VENEER ATTACHMENT. HORIZONTAL TIES � 24 O.C. VERT. _ Q Q L EXT _ EXTERIOR QT - E RIN Quick Tie _ Reinforce _ SOLE P CTOR LATE CON NE „ s , SOLE PLATE ANCHOR ,. , P PER SCHEDULE :STRAPPING. NOT REQUIRED Q RED BLOCKING FAS TEN IN INTERIOR OR 4 EXTERIOR SID E OF WALL. Irl STRAP NOT RE UI Q RED AT THE FOLLOWING. SOLE PLATE TO JOIST'/ BLOCKING FA CE NAIL 161 ®16 GUN NAIL ®8 ( ) TIES ®12 O.C.. FOR 110m h ( P HEADER FLASHING G _ FBC FLORIDA BUILDING CODE SF Square Foot 9 STUD LOCATED D WITHIN N6 OF PACK. OMIT IF SHEARWALL <,.. � + AT LEVEL HEA w8 1 Od COM MONS GAB LE .ENDS OR NAIL SPECIFICATIONS E IONS ,, H H - " WIND ZONE VERT. TIES � 16 O.C.. AT ALL OPENINGS .SPACE TIES WITHIN SEE PLAN RI K LIN B C �L . SE E SCHE D ULE _ 'FDN FOUNDATION. - -FT FOOT' SPF SYP: -Spruce Pine Fur P :Southern. Yellow Plne - I HOLD DOWN IS SPECIE ED .': SIN _ GLE ,STORY UNLESS SPECIFIED ON PLAN'.' MULTI STORY: _ ... _ STA CK ED WINDOWS) ( WS � J ACK TRUSSES LESS , T HA MULTI STORY 4M Pt. _ UN NAILS 3 x0.131.0 G NAL _ 2x0.113 0 .RINK SHANK 12 OF OPENINGS. PROVIDE / 0 WEEP PROVIDE - 3/1."o _ FOOTING G THRU _ Through =. g p, „ . _.. THA A� �:. F. - _ 2 xo.113 � 6d _ _ 2 xo.1 � � sd /2 3 „ HOLES ®33 O.C. IMMEDIATELY ABOVE SECTION - HDR HEADER .. TYP , Typical m s TYPICAL HEADER STRAPPING ICAL RAP NG. ;: UN- (UNSTACKED WI NDOWS ). C1't`Y OF A ATLANTIC BEA �H „ ,. x 0 � 901 3 0 i » 3 x0.6 "0 = / 1 2 161 FLASHING. A .VIEW OF BRICK LINTEL _ HORIZ HORIZONTAL R Z ZO U ON Unless Otherwise Note d _ � .. - .' ' .148. 1' "x0.148"0 = 10dx1' " /zz V "x0.131"O = 8dx1' /z /z _ LBS POUNDS VERT WWF _ Vertical Welded Wire FabricUfl S0.0 REQ REAGENTS AN©CGNDIT1ONS , _RMEVVEDs F PLAN NAME ANNA MARIA COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE 08.16.17 SCALE AS NOTED LPA No. TOLL -17-00676 CONTROL O No, • 4239 SHEET S060 SHEET 1 of 9 STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 5-8d COM PORCH SHEATHING, I TRUSS. ATTACH AT EACH WALL EACH SIDE SEE SPECIFICATIONS HEADER I °i PORCH STUD w/ 3-16 NAILS AT EA. 16d COMMONS OF SPLICE 16d COMMONS BELOW I:I`IIZ I ° °i FRAMING INTERSECTION. (MIN. OF 0 8" O.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING ® I 8 -GUN NAILS ° vI HEADER, 6-16d BETWEEN EACH TRUSS) SEE PLAN 24 IRS BETWEEN OUTER WALL PORCH PARALLEL HEADER` & SUPPORT FULL HEIGHT CONT. RIBBON CONT. RIBBON &FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. j�(2)MSTA24 8d COM 0 EACH END w/ 3-0.131x3 NAILS TO WALL PERPENDICULAR I STRAPS ANCHOR OR DTT2Z PERPENDICULAR TRUSS BOARD (TYP) BOARD {TYP) 3" O.C. HOLD DOWN AT MIN. (2)2x4 WOOD EACH SIDE (TYP) ,TO WALL BASE OF POST BELOW. `'& (1) ADJ. DETAIL B WALL FLOOR FLOOR OF SPLICE FLOOR TRUSS ; TO PORCH HEADER. OPTION. A SHEATHING TRUSSES TRUSSES • • • 24' 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 1 Odx BELOW g 6x6 POST: ABU66 U¢ EA. END TRAP w/11, w/ 2x SOLID BLOCKING FASTEN EA. 10dx1 EA. END LSTA12 FOLDED OVE o.TOP AT SHEATHING EDGE .� m� DOUBLE TOP PLATE _ 8d COMMON WIRE NAILS a lefl a.�p 1, " END w/ PLATE w/5 10d NAILS i ��Na;�, -'a OSB or PLYWOOD CONTINUOUS V R \ d+< d�" = 4, » 3-10d' COMMONS PORCH. 0 E INTO TOP PLATE 5- TO BLOCKING 0 3 O.C. Fa `' vq HEADER & 10d \ , - `� �,+ ea ,4y a� `�4 p, RIM BOARD Ya PORCH HEADER, SLAB g NAILS INTO BEAM. SPACE �, SHORTER THAN - - - - - - SEE PLAN „ 00 16 MAX 0 48 O.C. OMIT TIF, WALL WALL FRAMING -/WALL FRAMING FLOOR SYSTEM. ALIGN CEILING „5 ; �? M G WALL FRAMING STRAPS _. s SHEATHING IS INST LED 1 _ NO, ° m VERTICAL JOINTS WITH LINE MSTA24 V ROD "- ROOF TRUSS " 7 6 o �t STRAPS EPDXIED 6" MIN ON FACE OF BEAM \ / A .. WALL SHEATHING . ° ti SHEATHING SPLICE. OR JOIST JOINTS INSTALL FLOOR TO e ° FOR PERPENDICULAR 7r r - + BLOCKING ONLY REQUIRED 5-8d COM FLOOR. STRAPPING PER PLAN VIEW QF �ybL VIEW OF `: ELEVATION VIEW OF , " TRUSS CONNECTION � + STAT � o OPTION 1 OR 2 8 -GUN SEE DETAIL B ABO cv AT SHEARWALLS AND EACH SIDE PORCH HEADER PORCH HEADER-. PORCH HEADER �, + ,� .a• STUCCO FINISH OF SPLICE NAILS CONTINUOUS 2x6 SYP#2 P N 1 AT CORNER POST A_T POST �Z FULL HEIGHT LEDGER FASTEN WITH . ; Q TIO OPTION 2 ��. ANCHOR OR DTT2Z 5-0.131x3 EA. STUD. """"•" i ` .q� 00 OVER LAP SHEATHING APA, RIM BOARD OPTION ;> /'. 4• FLOOR `TRUSS PARALLEL PORCH SHEATHING SECIFlCATlONS. HOLD DOWN AT � ' \ a g :. „ MIN. (2)2x4 WOOD /2 GYPSUM (WATER PROOF) GREEN =6OARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE & FIELD BASE OF POST BELOW. &' 1 ADJ. NOTE 1. OR -_ OPTION a O PARALLEL TRUSS . CONTRACTOR MAY CHOOSE OPTION 1 2 OR - TO PORCH` HEADER. • 1 ONTRA S 3. a » Christopher Sabourin PE /e OR GREATER OSB OR PLYWOOD,, w 8d COMMON NAILS 0 6 , O.C. EDGE AND FIELD DETAIL A p I 2 CONTRACTOR SHALL OMIT. FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED � ) / t „ FL PE#71461 � FLOOR TO FLOOR WALL SHEATHINGD T _. AN STRAPPING OPTIONS 2 TYPICAL PORCH F MI TYPICAL PORCH BEAM CONNECTI 4 WALL ADJ. TO ROOF CONNECTION C i�A NG DETAILS 3 CI WHEN OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS S0.1 S0.1 Sal SO. 1 AND WALL SHEATHING AND STUD FRAMING. DAT E SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS El 1-1 DIRECTLY BENEATH TRUSSBOT. CHORD w 0.131x3 0 3" O.C. A �A 2-SIMPSON H2.5T. FLOOR OR TRUSS. / I I) I - SII L B B FIELD ALTERATION 2x4 SYP#2 CATS AT 12 FA�Sl NED TO SHEATHING w/ 8d 0 3" O.C. ROOF ---------- A /� ROOF TRUSS. --'"-------- D.C. FASTENED TO TOP TRUSS. conlTRArroR SHALL CONTACT Lou PLATE w 4-0.131x3" ' SDWC 15600 PONTIGO & ASSOCIATES PRIOR TO / 11 /a SHEATHING' FASTENED TO 0 32" O.C. MAKING ANY STRUCTURAL FIELD COMMON. MAX." " ii I I LI TOP PLATE w/ 1 Od 0 3 O.C. SCREWS FROM TCCA TIONS WHICH MAY VARY NTENT OF THE ORIGINAL » SHEARWALL ❑ CONSTRUCTION DOCUMENTS. ANY 16 MAX. FASTEN CAT EACH END w/ 2x SYP#2 CONT. ATTACH OSB WALL B p FIELD ALTERNATIONS MADE PRIOR TO $ / C B C D D D BEING APPROVED BY LOU PONTIGO & TO TOP PLATE AND TRUSS SHEATHING C QJ ASSOCIATES 3-0.131x3 COMMON TOE NAILS „ ATl MAY RESULT W/ 0.131X3 0 3 O.C. EDGE OF ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALL .2x MAY OVERHANG TOP PLATE. SHEARWALL C INSPECTION FEES. _ C EXTERIOR WALL SW 8d®3" f 6" SW 80376" ALTERNATEED SHEAR A ALTERNATE B ALTERNATE C ALTERNATE G PERFORAT WALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO A - UPPER TO LOWER STUDSA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT uv POST BELOW WITH 2-CS16 7/j." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 0€' SW 8d®3/6 0.C. O (2) CS18 STRAPS 0 SW 8d03/6. (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7 _ I TO NAILER w/ (1) ROW 8d TRUSS. FLOOR ANCHORS ARE NOT USED_ 0 3" O.C. FASTEN TO TOP CONNECTION CALL OUT UPLIFT CONNECTOR t 2x4 SPF#2 CONTINUOUS -' LEDGER FASTENED B SEE PLAN TRUSS. (1)MSTA24 STRA �S D ® - END STUDS TO FOUNDATION ';' ®- END 'STUDS TO FOUNDATION 2x6 SYP#2 BLOCKING BETWEEN WASHER SPEC. EMBEDMENT DEPTH " OSB 3/8 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP 2x2x'/a„ 4" 4 , 2" 3" SW 8d®3/ 6: HTT5 OR HDU5. SW 8dO3 6: HTT5 OR HDU5 / FASTENED TO TOP PLATE w/ 10d ®4" O.C. 3x3xa/a" BLOCKING,, TRUSS WEBS WIT _ w 3 0.131x3 PLATE w/ 10d 0 3" O.0 MONO STEM 4 - � -PLATE ANCHORS a S -SOLE PLATE ANCHORS - "', WALL SHEATHING LL OT S: I�-�-. PANE L FLOOR COMMON. 8d COMMON WIRE NAILS - . ,.,. -_ ;TRUSS, LE ON DETAIL 3 S0.0 SEE SCHEDULE EE SCHEDULE A I N DETAIL 3 S0.0 2x4 SPF TO BLOCKING 0 3" O.C. �� \ 1,: AT .:OOF 2x4 NAILER FASTENED ALL AROUND r FRAMING / BLOCKING ONLY REQUIRED AT SHEARWALLS AND MAY SHEARWALL NOTES TO TRUSS. BOT, CHORD w/ 6"4 DBL. TOP MAX NOTCH HEADER 1 „ STUCCO FINISH , B C D OR G. 7 „ „ NG WITH 8d C PROVIDE I OMMONS `0 3" O.C. AT PAN 1. OSB SHEATH EL BOUNDARIES AND 6 IN THE FIELD. (2) ROWS 0.131x3" 0 3" O.C. PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. - FASTEN CATS EACH END w/ STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 5-8d COM PORCH SHEATHING, I TRUSS. ATTACH AT EACH WALL EACH SIDE SEE SPECIFICATIONS HEADER I °i PORCH STUD w/ 3-16 NAILS AT EA. 16d COMMONS OF SPLICE 16d COMMONS BELOW I:I`IIZ I ° °i FRAMING INTERSECTION. (MIN. OF 0 8" O.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING ® I 8 -GUN NAILS ° vI HEADER, 6-16d BETWEEN EACH TRUSS) SEE PLAN 24 IRS BETWEEN OUTER WALL PORCH PARALLEL HEADER` & SUPPORT FULL HEIGHT CONT. RIBBON CONT. RIBBON &FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. j�(2)MSTA24 8d COM 0 EACH END w/ 3-0.131x3 NAILS TO WALL PERPENDICULAR I STRAPS ANCHOR OR DTT2Z PERPENDICULAR TRUSS BOARD (TYP) BOARD {TYP) 3" O.C. HOLD DOWN AT MIN. (2)2x4 WOOD EACH SIDE (TYP) ,TO WALL BASE OF POST BELOW. `'& (1) ADJ. DETAIL B WALL FLOOR FLOOR OF SPLICE FLOOR TRUSS ; TO PORCH HEADER. OPTION. A SHEATHING TRUSSES TRUSSES • • • 24' 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 1 Odx BELOW g 6x6 POST: ABU66 U¢ EA. END TRAP w/11, w/ 2x SOLID BLOCKING FASTEN EA. 10dx1 EA. END LSTA12 FOLDED OVE o.TOP AT SHEATHING EDGE .� m� DOUBLE TOP PLATE _ 8d COMMON WIRE NAILS a lefl a.�p 1, " END w/ PLATE w/5 10d NAILS i ��Na;�, -'a OSB or PLYWOOD CONTINUOUS V R \ d+< d�" = 4, » 3-10d' COMMONS PORCH. 0 E INTO TOP PLATE 5- TO BLOCKING 0 3 O.C. Fa `' vq HEADER & 10d \ , - `� �,+ ea ,4y a� `�4 p, RIM BOARD Ya PORCH HEADER, SLAB g NAILS INTO BEAM. SPACE �, SHORTER THAN - - - - - - SEE PLAN „ 00 16 MAX 0 48 O.C. OMIT TIF, WALL WALL FRAMING -/WALL FRAMING FLOOR SYSTEM. ALIGN CEILING „5 ; �? M G WALL FRAMING STRAPS _. s SHEATHING IS INST LED 1 _ NO, ° m VERTICAL JOINTS WITH LINE MSTA24 V ROD "- ROOF TRUSS " 7 6 o �t STRAPS EPDXIED 6" MIN ON FACE OF BEAM \ / A .. WALL SHEATHING . ° ti SHEATHING SPLICE. OR JOIST JOINTS INSTALL FLOOR TO e ° FOR PERPENDICULAR 7r r - + BLOCKING ONLY REQUIRED 5-8d COM FLOOR. STRAPPING PER PLAN VIEW QF �ybL VIEW OF `: ELEVATION VIEW OF , " TRUSS CONNECTION � + STAT � o OPTION 1 OR 2 8 -GUN SEE DETAIL B ABO cv AT SHEARWALLS AND EACH SIDE PORCH HEADER PORCH HEADER-. PORCH HEADER �, + ,� .a• STUCCO FINISH OF SPLICE NAILS CONTINUOUS 2x6 SYP#2 P N 1 AT CORNER POST A_T POST �Z FULL HEIGHT LEDGER FASTEN WITH . ; Q TIO OPTION 2 ��. ANCHOR OR DTT2Z 5-0.131x3 EA. STUD. """"•" i ` .q� 00 OVER LAP SHEATHING APA, RIM BOARD OPTION ;> /'. 4• FLOOR `TRUSS PARALLEL PORCH SHEATHING SECIFlCATlONS. HOLD DOWN AT � ' \ a g :. „ MIN. (2)2x4 WOOD /2 GYPSUM (WATER PROOF) GREEN =6OARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE & FIELD BASE OF POST BELOW. &' 1 ADJ. NOTE 1. OR -_ OPTION a O PARALLEL TRUSS . CONTRACTOR MAY CHOOSE OPTION 1 2 OR - TO PORCH` HEADER. • 1 ONTRA S 3. a » Christopher Sabourin PE /e OR GREATER OSB OR PLYWOOD,, w 8d COMMON NAILS 0 6 , O.C. EDGE AND FIELD DETAIL A p I 2 CONTRACTOR SHALL OMIT. FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED � ) / t „ FL PE#71461 � FLOOR TO FLOOR WALL SHEATHINGD T _. AN STRAPPING OPTIONS 2 TYPICAL PORCH F MI TYPICAL PORCH BEAM CONNECTI 4 WALL ADJ. TO ROOF CONNECTION C i�A NG DETAILS 3 CI WHEN OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS S0.1 S0.1 Sal SO. 1 AND WALL SHEATHING AND STUD FRAMING. DAT E SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS El 1-1 DIRECTLY BENEATH TRUSSBOT. CHORD w 0.131x3 0 3" O.C. A �A 2-SIMPSON H2.5T. FLOOR OR TRUSS. / I I) I - SII L B B FIELD ALTERATION 2x4 SYP#2 CATS AT 12 FA�Sl NED TO SHEATHING w/ 8d 0 3" O.C. ROOF ---------- A /� ROOF TRUSS. --'"-------- D.C. FASTENED TO TOP TRUSS. conlTRArroR SHALL CONTACT Lou PLATE w 4-0.131x3" ' SDWC 15600 PONTIGO & ASSOCIATES PRIOR TO / 11 /a SHEATHING' FASTENED TO 0 32" O.C. MAKING ANY STRUCTURAL FIELD COMMON. MAX." " ii I I LI TOP PLATE w/ 1 Od 0 3 O.C. SCREWS FROM TCCA TIONS WHICH MAY VARY NTENT OF THE ORIGINAL » SHEARWALL ❑ CONSTRUCTION DOCUMENTS. ANY 16 MAX. FASTEN CAT EACH END w/ 2x SYP#2 CONT. ATTACH OSB WALL B p FIELD ALTERNATIONS MADE PRIOR TO $ / C B C D D D BEING APPROVED BY LOU PONTIGO & TO TOP PLATE AND TRUSS SHEATHING C QJ ASSOCIATES 3-0.131x3 COMMON TOE NAILS „ ATl MAY RESULT W/ 0.131X3 0 3 O.C. EDGE OF ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALL .2x MAY OVERHANG TOP PLATE. SHEARWALL C INSPECTION FEES. _ C EXTERIOR WALL SW 8d®3" f 6" SW 80376" ALTERNATEED SHEAR A ALTERNATE B ALTERNATE C ALTERNATE G PERFORAT WALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO A - UPPER TO LOWER STUDSA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT uv POST BELOW WITH 2-CS16 7/j." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 0€' SW 8d®3/6 0.C. O (2) CS18 STRAPS 0 SW 8d03/6. (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7 _ I TO NAILER w/ (1) ROW 8d TRUSS. FLOOR ANCHORS ARE NOT USED_ 0 3" O.C. FASTEN TO TOP CONNECTION CALL OUT UPLIFT CONNECTOR A 2x4 SPF#2 CONTINUOUS -' LEDGER FASTENED B SEE PLAN TRUSS. (1)MSTA24 STRA �S D ® - END STUDS TO FOUNDATION ';' ®- END 'STUDS TO FOUNDATION PLATE w/ (2) ROWS/16 WASHER SPEC. EMBEDMENT DEPTH " OSB 3/8 V, "0 O 2x2x'/a„ 4" 4 , 2" 3" SW 8d®3/ 6: HTT5 OR HDU5. SW 8dO3 6: HTT5 OR HDU5 / OF 8d 0 3" O.C. 3/4"0 3x3xa/a" BLOCKING,, TRUSS WEBS WIT _ w 3 0.131x3 MONO STEM 4 - � -PLATE ANCHORS a S -SOLE PLATE ANCHORS - "', LL OT S: I�-�-. PANE L FLOOR COMMON. . ,.,. -_ ;TRUSS, LE ON DETAIL 3 S0.0 SEE SCHEDULE EE SCHEDULE A I N DETAIL 3 S0.0 2x4 SPF , 1,: AT .:OOF 2x4 NAILER FASTENED ALL AROUND r FRAMING T CONTRACTOR MAY SHEARWALL NOTES TO TRUSS. BOT, CHORD w/ „ CHOOSEA , B C D OR G. 7 „ „ NG WITH 8d C PROVIDE I OMMONS `0 3" O.C. AT PAN 1. OSB SHEATH EL BOUNDARIES AND 6 IN THE FIELD. (2) ROWS 0.131x3" 0 3" O.C. - FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12 PROVIDE 2x BLOCKING AT ALL PANEL EDGES.E INTERIOR " 3-0.1310" NAILS Cad 6" O.C. O.C. FASTENED TO TOP 2• USE ALTERNATE A. SW -2 ' SHEARWALL. PLATE w 4-0.131x3 / AT EXTERIOR WALLS S S', EACH END F R 0 SHEARWALLS. K Z PROVIDE A MINIMUM TNG &JACK STUDS AT HEADERS MAY SER OF 2 Y VE AS SHEARWALL OR COMMON. ENDING BETWEEN ROOF '` END POSTSoFOR SW. Vit. 5-16d NAILS EXTERIOR WALL TRUSSES.. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & 'BOT ` B SEE PLAN C (1)MSTA24 STRA �S D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N); HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) r�� I V J f i s LU W m W J ALTERNATE D ALTERNATE EYPICAL) (T 3. FASTEN ALL INTERIOR SW TO ROOF OR FCQ�R T�tUSSES PER 5/S0.1 3. USE ALTERNATE I _ ALTERNATE F I E & F OR FLOOR BELOW SHEARWALL PER DETAILS ON f 4. INSTALL INTERIOR FOOTING S1.0 U 5 NTTACHMENT SHEARWALL ATTACHMENT AT ROOF $FLOOR s TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE ,MOWN a$F. Sw S0.1 PROVIDE SO41D'BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN , on Li r AI rl w COMMON NAILS 'y • 000m I Un 4 12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 8d �'.,� 2x4 SYP 2 OUTLOOKERS SINGLE BRACING NOTES AND SPECIFICATIONS AT 3" O.C.(TYP) ROOF NAILS (TYP.) „ # TRUSS BRACING I 0 24 O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN TRUSS FOR T -BRACE SHALL BE 1x4 SYP#3F� :D I EACH END w 3-1Od I WALLSTUDSWALL STUDS / H3 OR H2.5T HURRICANE CLIP ®EA. OR BETTER OR 2x4 SPF#2 OR BETTER. „ 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. AT 1$ O.C. ' AT 16 O.C. FA N TO ROOF FRAMING (LION) FASTEN NG BELOW 6-10d (1)DIAGONAL IAGONAL BRAGS .PER w 4-12d NAILS AT EACH ()co ROOF SHEATHING / CH RAFTER. 2.)BRACING LU COMMONS1"1 ) AFFH G MBER' SHALL INTERSECT 4 TRUSSES :APPLIED " II THE WEB pF THE BRACED TRUSS PER RFRA TO BACKSIDE OF WEB. • OVE ME RAFTERS SEE PLAN, DELEGATED °I E ED TRUSS. ENGINEER: II IiUj Ant f,O '1 2 ;:. X6 3. PERMANENT PERMANENT BRACING IIo ROOF TRUSS OF USS 3.) PERMANENT TR �, ° ANGLE BRACING APPLIED T WHERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 W/ 10-8d COMMON II BRAC D E FRONT SIDE OF WEB DRAWINGS. SYP 2 LEDGER 'ATTA H SYP G E .THE CONTRACTOR SHALL C DBL. 2 LEDGER , NAILS FROM RAFTER I I AFTER TO LEDGER.. E ER ,. TO EACH STUD, PER ATTACH TO EACH STUD, THESE STRAPS PROVIDE 1x4,SYP#3 OR BETTER � AND LEDGER T 9 ROOF MEMBER... I I , L m 2X4 T BRACE. ONLY WA o ° _ BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SP 'MAY BE OMITTED ALL SHEATHING UP T BRACE FASTENED TO o ° „ I°I BLOCKING REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM WHEN OVERFRAME • WEB w/ 12d 0 6 O.C. . o o N I f A SINGLE LEDGER DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". _ CHORDS AND ATTACHED TO EACH ALT. TO BOTH.U3 T BRACE TO BE THE 3 ABOVETRUS WITH 2-8d COMMON NAILS. AT ' FASTEN w 10d COMMONS' LESS THAN 4 -0 ;.� SAME SIZE, SPECIES, PRODIDE MTS12 OR CS16 DIRECTLY /„ VERTICAL VERTICAL _ 2X4 #2 SYP BLOCK 0 EACH _ I h GABLE END WALLS PROVIDE DIAGONALS t ROOF 0 6 ON CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB SIZE &NAILING REACTION: :LEDGER SIZE &NAILING MEMBER. BETWEEN OVERFRAMING RAFTER G TE I < ' REACTION LEDGER _IZF ABLE BRACE. FASTEN EACH I AT END WALLS PROVIDE DIAGONALS „ „ AND ROOF TO BE BRACED. - � , N MEMBER. -; TRUSS SHOP DRAWING FOR QTY. � n 0-775 2x6 w 5-0.131x3 1850-.2345 2x8 w 6- 0x6 SD SCREWS END W 3 _,:40d TOENAILS APPROXIMATELY 45/0 TO / / /a S / I ( ( ) THE o - „ LOCATION. LF MORE THAN (1) LATERAL ADJACENT 776-1250 2x8 w/ 8 0.131x3 2346-3125 2x12. w 8 -ti 0x6" SOS SCREWS P I EXTERIOR PERPENDICULAR „ / /a BR A _ ACE IS NEEDED, OVERLAP BRACE 1251-1540 0.13 x3 BLOCK TO DBL TAP WALL BETWEEN EACH. LINE OF BRACING 2x1.0 w/ 10 1 I' I U h AS SHOWN. ° TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.131x3 0� PLT W/ 2-H2.5T " x CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT N CES Y TO TIE :IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I E SAR AT HIP` ROOFS. ALSO LEDGER A NOTES. WHERE A LEDGER IS INDICATED �• TOE NAILS 0 8 » O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.131x3 I ALONG EXTERIOR WALLS PARALLEL TO FROM BOT..CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT , .. TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER. PER. NAILING SCHEDULE I Q BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP 2 LATERAL BRACE EA. �' 4 8-10d I 7 4 LINE OF BOTTOM CHORD BRACING AT A f X -BRACE w/ 2-16d INTO BOTTOM INLSTA12 4$ O.C. 0�1 DBL TOP PLT COMMONS MAXIMUM SPACING OF 20 FEET. TYPICAL TO GABLE :TRUSS BOTTOM CHORD W/ - 1 1 r IC/�L ...CHORD OF EA. TRUSS. ,, . ;.. „ SDWC15600: ®36 O.C. -OMIT IF 8 LEDGER CONNECTION s DECK LEDGER AT OVERFRAME RAFTERS to GABLE END BRACING q PERMANENT WHEN WHEN � SHEATHING; OVERLAPS GABLE 12 MIN 11 RM HENT TRUSS BRACING O TED TO LED CONNECTION OTED ,, FRAMING S0.1 TRUSS GER ON EGTION BY TRUSS S0.1 USE THIS DETAIL TO FASTEN OVERFRAM „ ED ROOFS', VALLEYS, ETC. So 1 NOTES 1. SPACE GABLE END BRACING 0 4'-6 MAX. S0.1 SCALE:' 3/4 = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PLY STUD MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS Dr ' DETAILS ITS ACCEPTABLE,; ITS ACCEPTABLE GIRDER TRUSS `K TO SISTER A TO SISTER A 0 I WASHER FULL HEIGHT „ OR BEAM GIRDER TRUSS I, PLAN 1XIMIN 2 PLY 36"LONG STUD=; ' 36 LONG STUD OR BETil 0I D F ANCHORING NG SPECIFICATIONS (1)MSTA24 STRAPS STUD - ._ Q FASTEN w/12 FASTEN w/12 - FOLD OVER TOP PLATE 2 MSTA24 STRAPS „ I ANCHORING SVSTFt�i O A THE THREADED ROD ANCHORING _ SIMPSON HTT5 OR 0.131x3 GUN 0.131x3 GUN NAILS i , FASTEN w 18 10d FOLD OVER TOP PLATE. I I FULL HT. / (2)MTS12 SOLE DOUBLE SYSTEM SHALL CONSIST OF 0 A307 THREADED HDU5 FASTEN NAILS FULL HT. r ANCHOR FASTEN w/18 -10d (2)MTS12 { UPLIFT TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE _ o t PLATE 26 10d COM CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE TOP --- DOUBLE � SIMPS N DTT2Z • ... __ , ... PLATE SEE PLAN LOCATIONS INDICATED 1N THESE DOCUMENTS. ABOVE 0 DT 2Z DO NOT SCALE DIMENSIONS FROM ' TOP PLATE, PROVIDE A 2"x ' 2"x "STEEL WA -HER. - " THESE DRAWINGS. IF A DIMENSION is Jb s w/8 Ya x17 -^-WALL STUD f FASTEN WI1H A NUT. AND ALLOW AT LEAST 3 : ; SDS SCREWS UNCLEAR REFER TO THE i • O SIMPSON ARCHITECTURAL DRAWINGS OR A OR POST. THREADS TO EXTEND ABOVE TIGHTENED` NUT. TYP. " FULL HEIGHT O ( ) FULL H 1GHT (2)H2,5T CONTACT THE E.O.R.MINIMUM 2 PLY' .. LTT20B THREADED ROD (2)H2E.O. , .ROD FULL HEIGHT OD TALLA • q „ R INS TION. AT ALL PLATE PENETRATIONS, STUD .. THREADED ROD WITHIN 6 OF MINIMUM 1z O THREADED ROD z q _ q - MINIMUM _J PROVIDE A HOLE IN THE PLATE 14 LARGER THAN THE_ ; : ,, 2 P EPDXIED 4 MINS=OR GIRDER ER SEE PLAN) PLA „ N NAME ( ) N M SEE PLAN 2 PLY" AT 2ND a f DIAMETER OF THE THREADED .ROD USED. WHILE TURN. TITEN HD STORY ELEVATION AT ND STO THREADED » G L71 I 2 RY � .. ._ STU D x6 TITEN HD _ SINGLE CON x1 . STUD - n U TU CONTINUOUS RODS ARE PREFERRED, UP R w E ..REFER ED, CO LE COUPLER. TIGHT ° ._. STUDS PROVIDE _ a OD EPDXIED ANNA MA O A � STUDS PROVIDE R _, „ RIA .COASTAL � SIMPSON CNW OR EQUAL MAY BE USED IN :CASES � THREADED ROD STEEL COUPLER � ( ) AGAINST PLATE .. _ y2 2 CS18 STRAPS I WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS 7.5 MIN „ C g B Z�x PDXIED 4 MIN OR DESIGN/DRAWN/CHECKED LOCATE FULL HT. I AT BASE OF STUDS OPTIONAL, L I AT BASE OF STUDS ( ROD SHALL BE INSTALLED AP - „ I E PROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER ANCHOR r TITEN HD (FLOOR TO FLOOR) AS NEEDED) IN HOLE. RODS MAY SLANTED FROM TRUE „ -FLOOR TO FLOOR CS KM LAP ( ) % RODS THD37634RC-(%"x6-Y4")MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2' INCHES IN 10 FEET TO AV01D CON 2 PLY HOLD. DOWN SEE PLA DATE CONFLICTS WITH FLOOR AND WALL FRAMING. FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SIEE PLAN PER PLAN. EMBEDMENT DEPTHO THE NUT ABOVE THE UPPERMOST PLATE SHALL. BE STUD " ROD = DTT2Z 08.16.17 SECURED OVER THE WASHER TO A SNUG -TIGHT ; » "` _ -W/8- Ya xlki ROD HTT5 COND17ICN PLUS ONE-HALF 1URN OF A STANDARDHTT5 SCALE SIDS SCREWS " WRENCH (APPRO)OMATEI.Y 30 FT. -IBS, OF BUILT-UP POST, .BUILT-UP PAST, 1i)RQl1E�. DUE lO SHRMIKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED CONTRACTORS SHALL RE-7IOH7M NUT TO 30 FT. -LBS OF TORQUE AFTER.ALL TRADES ARE , LPA No. COMPLETE AND PRIOR M INSULATION. TOLL 17-00676 EPDXY ANCHORINGCop,, E ALL THREADED' RODS SHALL BE TT5 or H U5 H D CONTROL ` N ROL No. DRILLED do EPDXY ANCHORED. SEE INSTALLATION DTT2Z QFFICE OPTION 1 ALT OPTION CHART FORE ERNATE fOR ALTERNATE: FOR EMBEDMENT AND EDGE DISTANCE. 4239 3 5 REQUIREMENTS FULL HEIGHT TR CONVENTIONAL- FULL HEIGHT ANCHOR /8 FULL HEIGHT ROD FULL HEIGHT ROD /a THREADED ROD IN _ , t,, SHEET WALL SECTION INSTALLATION CHART g ,, FU -L HEIGHT ROD ALTERNATE r_ W FULL HEIGHT L HEIGHT WOOD FRAME WALL AN 12 FULL EI L CHORING SYSTEM 1s ATTACHMENT T 14 FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL EN 15 ,NLIEN Soo] 16 GIRDER /BEAM STRAPPING 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.1 50.1 ALTERNATE SO.1 OTED S0.1 1C THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FULL HEIGHT ANCHOR INSTALLATION CHART THREADED 0 C OD F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 V, "0 O 2x2x'/a„ 4" 4 , 2" 3" 5/8 %"0 3/4"0 3x3xa/a" 7.5" 12" 2JZ" 3" MONO STEM MONO STEM THE NUT ABOVE THE UPPERMOST PLATE SHALL. BE STUD " ROD = DTT2Z 08.16.17 SECURED OVER THE WASHER TO A SNUG -TIGHT ; » "` _ -W/8- Ya xlki ROD HTT5 COND17ICN PLUS ONE-HALF 1URN OF A STANDARDHTT5 SCALE SIDS SCREWS " WRENCH (APPRO)OMATEI.Y 30 FT. -IBS, OF BUILT-UP POST, .BUILT-UP PAST, 1i)RQl1E�. DUE lO SHRMIKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED CONTRACTORS SHALL RE-7IOH7M NUT TO 30 FT. -LBS OF TORQUE AFTER.ALL TRADES ARE , LPA No. COMPLETE AND PRIOR M INSULATION. TOLL 17-00676 EPDXY ANCHORINGCop,, E ALL THREADED' RODS SHALL BE TT5 or H U5 H D CONTROL ` N ROL No. DRILLED do EPDXY ANCHORED. SEE INSTALLATION DTT2Z QFFICE OPTION 1 ALT OPTION CHART FORE ERNATE fOR ALTERNATE: FOR EMBEDMENT AND EDGE DISTANCE. 4239 3 5 REQUIREMENTS FULL HEIGHT TR CONVENTIONAL- FULL HEIGHT ANCHOR /8 FULL HEIGHT ROD FULL HEIGHT ROD /a THREADED ROD IN _ , t,, SHEET WALL SECTION INSTALLATION CHART g ,, FU -L HEIGHT ROD ALTERNATE r_ W FULL HEIGHT L HEIGHT WOOD FRAME WALL AN 12 FULL EI L CHORING SYSTEM 1s ATTACHMENT T 14 FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL EN 15 ,NLIEN Soo] 16 GIRDER /BEAM STRAPPING 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.1 50.1 ALTERNATE SO.1 OTED S0.1 1C THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE ALWAYS PLACE HEADER AT :.' • HEADER AT TOP OF ROUGH ... TOP OF ROUGH OPENING OPENING GARAGE %"0 THREADED ROD HEADER : „ : . w/3x3x /4 PLATE (2)20ga STRAPS :: ALWAYS PLACE GOAL POST. FAST (2)20ga STRAPS • • • • • • • • • • • . HEADER TO JACK EN TO STUD HEADER TO JACK . . . . . . HTT5 W HTT5 w/ HEADER AT PACK WITH 2 -ROWS OF 16d ,r / „ . . . . . . . „ TOP OF ROUGH THREADED ROD 1/s . . . . THREADED ROD RING SHANK NAILS ® 12 O.C. . . . . . . . . MAX EPDXIED 12" 2)20ga STRAPS OPENING EPDXIED 12 HEADER TO JACK o : ° ATTACH GARAGE DOOR THRU TEXTEND HEADER TO UPRIGHT BUCK DIRECTLY INTO ..EXTEND HEADER TO .:. .. � 2 2x6 KING STUDS ... .: �, „ O 2 ... .. � FAR SIDE OF WALL 2x4 BLOCKING _ HTT5 W/ , . • • TAR SIDE OF WALL...: ^ 4 0.131x3 TOE NAILS (2 EA. SIDE) „ STUD PACK, PER GARAGE DOOR 2 2x6 6x6 POST / AS SHOWN. 2 2x6 JACK STUDS THREADED ROD O (2)2x6 PF 2/ AS SHOWN. o o H3 0 EA. 2x4 OUTLOOKER O „ SUPPLIER " NOTE JACKS • • N66 OUTLOOKER AT 24 O.C..EPDXIED 12 »PLACE GABLE END TR USS 6 6 6 6 6 4 —0 x4 —0 PIECE OF WALL TO THE INT, F o AND (1) ... 4'-0"x4'-0" PIECE ACE OF" OF WALL KING. SHEATING INSTALL AT UPPER BALLOON FRAMED WALL SHEATING INSTALL AT UPPER " STUD SP ROOF HTT5 W/ • • • • HTT5 W ' 2 2X6 • • • • • ACING, SEE AND FASTEN TRUSS „ „ / O CORNER 1 BELOW GARAGE .HEADER SHEATHING TOP 2 2x STUD CORNER CORNER 1 BELOW „ FRAMING PLAN O � THREADED. ROD o GARAGE. HEADER JACKS � � • • � D � 4RAND BOTTOM CHORDS TO „ o � THREADED ROD ON EXTERIOR STUD TRIMED AS DETAIL A DETAIL ( scHEDULE. EPDXIED 12 ON EXTERIOR STUD (TRIMED AS A " ;. _ BALLOON FRAMED WALL a a e s a a : EPDXIED 12 AND (1) SHOWN 5 12d TOE " SHOWN) KING. ) 2x4 BLOCKING AT NAILS EACH STUDS w/ 2-0.131X3 P.T. SOLE PLATE TRUSS NAILS AT EA.. STUD. 48 O.C. BETWEEN FASTEN SHEATING TO HEADER w 8d COMMON GALV. BOX NAI GARAGE / 4B. LS • • • ;- GABLE AND FIRST HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS '' " " .• SOLE PLATE HTT IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING INTERIOR TRUSS. . - FLOOR „ 5 w/ „ , ;; , ANCHOR THREADED ROD „ IN 3 G iD PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING ;;; STUDS BLOCK N FASTEN GABLE END " THREADED ROD ( I G & SILLS) TYP. y ;. EPDXIED 12 (STUDS, 'BLOCKING &SILLS) TYP. TRUSS w FULL HT. SOLE PLATE e EPDXIED 12 a° ANCHOR AND ANCHOR ..c a HA4 A u GARAGE WING WALL SECTION .,; ... � EA. END A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w 3-16d SINKERS • THICKENED 'SLAB -EDGE / ; _ , DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w 3-16d SINKERS • a AT GARAGE OPENING. .:. :: :�•;,.� ... 3 5 "0 THREADED 6x6 POST WITH ABU66 �a E ED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN ; .4 - A. r NOTES: " " w/ s/a" THREADED ROD 3; STUDS :DRILLED AND EPDXIED w/ 12 EMBEDMENT & 3x3x./4 WASHER. EPDXIED 12„ MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. •_ i I GARAGE WING WALL ELEVATION CONVENTIONAL SW -1 ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR C REQUIRED. I 1 GARAGE HEADER FRAMING MEN 2 GARAGE PORTAL WING WALL � REVISIONS 3 GARAGE WING WALL FRAMING LESS THAN 12 DATE oTEu WHEN wIEN 4 BALLOON FRAMED GABLE END SO.2 OTED SO.2 THIS DETAIL ONLY APPLIESWHEN NOTED ON PLAN OTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SPLICE 2x6 x 4'-6” P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST JACK STUD TRUSS ®24" O.C. JACK STUD AT krn\ MIN. (2)2x4 PT SYP #2 IF 4x4 IS SPECIFIED ON PLAN, AT DOOR DOOR USE (2)2x4 SPF#2 SUPPORT.PP�2x4 P.T. SYP No.2 �11,- BLOCKING/CLOSURE FASTEN IdI1 & 9I0 I{ 9& rz 'is 6 bd P �.• m a, ` 4 s f 4 < N i • lea, 7� . .y.rV „ s 0 s i a TATE . ZORIo `0 00 f 03 'Sd�dieOn�YFE"sEd§fi9t`:° !! 1 rio PE hristo her SabouI P ! FL PE #71461 I 24"' MAX. �� �a ���. ����� ��� ��n �, WALL 3, w/ 3-12d TOE NAILS. RIP ,, USE (3)2x4 SPF#2-SUPPORT. � 1 II SHEATHING 0 DOWN TO REQUIRED DEPTH -+—� 12 MIN. PRE—ENG \ . s• RATED WALL SHEATHING w/ INEERED FIELD ALTERATION Y4 X3 „ " WOOD ROOF TRUSSES. \ � 8d ®6 O.C. EDGE &FIELD. ATTACH PORCH' BEAM TO \ PLAN VIEW PLAN VIEW SIMPSON LTT20B CS18 w 7-10dx1Ni TAPCON / „ 12d COMMON CONTRACTOR SHALL CONTACT LOU RECESSED IN SLAB SUPPORT POST w/ (2)HTS20. EACH END 0 48 WIRE NAILS \ PONnGO s ASSOCIATES PRI T " \ MAKWG ANY STRUCTURAL FIELD T SCREW w YZ" THREADED O.C. STRAP CAN BE ® 4 O.C. \ / ATTACH SUPPORT POST TO MODIFICATIONS WHICH MAY v ROD EPDXIED 4 SOLE PLATE INSTALLED EITHER STAGGERED r ARY FOUNDATION WITH HTT4 � ,. '�, FROM THE INTENT OF THE ORIGINAL ANCHOR s " " FACE OF STUD CS18 w/7-10dx11Z CONSTRUCTION DOCUMENTS. ANY z „ w / 0x6 EMBED EPDXY ROD. U.O.N. — / e FIELD ALTERNATIONS MADE PRIOR TO � EACH END' x.48 SYP#2 PT SOLE PLATE O.C. STRAP CAN BE BEING APPROVED BY LOU PONiIGO & I CONC. CONC. � st ASSOCIATES MAY RESULT IN BOJ INSTALLED UPLIFT SLAB SLAB COLUMN ALLED EITHERZ � ADDITIONAL ENGINEERING OR CONNECTOR. ..:.:•.. MAY BE USED I „ FACE OF STUD INSPECnoNFEES. t ;.•. ....; . N LIEU OF 4x4 OR 6x6. • , ... FLOOR FLOOR 8d ®3 FLOOR � WATER PROOFING AT TRUSSES' TRUSSES � ELEVATION -VIEW ELEVATION VIEW LOWER PORTION OF TRUSSES DOUBLE I BOX COLUMN BY BUILDER OR"JOIST. OR JOIST. OR JOIST. Ir ' TOP PLATE IF PT MATERIAL IS NOT USED. „ 02T10N A OPTION B OPTION A 6; BEAM SEE i I OPOVEERL P PLAN STRAPPING Zi SHEATHING �- _ OPTION C DROPPED BEAM LD FRONT E Y=- U 5 NTR AMB FA TENT w , .. J 5 NG s BOX COLUMN DETAIL w wH� WHEN 7 � STRAPPING OVA BEAM ,•x . , 8 RAFTER TAIL DETIAL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED4< V J S0. S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN : S0. µ" W W n. KING STUD TO TOP PLATE: I SDWC15600 SCREW. ti Imu U STUD. TO TOP PLATE:_ , D TO TOR PLATE: F. Z FAd 0 0 7ft 7 rWHENY iv I v v amu` .J I ivf" 1 n v% Late. t i --%'L- rWHENY 11 1 vvyi l- > I UC 1 /-XIL OTED OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED )N PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MISC FRA F MING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA — COASTAL DESIGN/DRAWN/CHECKED v� Ivym uvr CS I<M LAP DATE 08.16.17 SCALE AS NOTED LPA No. TOLL -17-00676 CONTROL No. 4239 SHEET S092 SHEET 3 OF 9 42'-8" 8P-01) 201-4)) 9)-4jf _4 8$9 8 i 1 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE VCd INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Hssociates, Inc. S1.01 S1.01 ^ 00 ^ 420 Osceola Avenue I ax. Beach, Florida 32250 Ph. 242-0908 Fax. 24t 9557 _FL. CA # 8344 SC: CA# 3579 I r o o ^ o 1 ^ 6 8 I I s�ttaestlla 01 1 S1 S1..� 01 ^ a� qr, o_9.d PAW q�4'�ffik �Y3y' .rrs .ill CSI , I. tea. 1 II � W:0') a" a 1 9 l I S1.01 MONO FOOTING TO J F4— — J I STEM WALL w 2— 5x30" DOWELS EPDXIED 6" MIN. ®me� N I I ^' I _ N0. I 11 10 N I ^ 9 00 = d In ,s STA ? o PROVIDE 2—#4x4'—O" I S1.01✓ _, v CORNER CRACK BARS : I I rr�r ^� ^� OR tp®° ,," o 1 I PAVERS ^ ao �k , ,. AT SLAB ID EPTH. (TYP.) 00 Christopher j Sabourin PE CUTS PER 4 CONCRETE SLAB w PROVIDE SAW L _ _ ��. �., FI. PE#71461 ) I FIBERMESH @ '1.5 LBS CU.YD. I 5/S1.01, BUILDER TO OF CONCRETE OR 6x6 W1.4xW1.4 600 REVISIONS DATE COORDINATE WITH FINISH o _ - STAIRS BY WWF EMIL VAPOR BARRIER 1 . .,,_ I W S1.01 ^ . �.. ,�. , FLOOR MATERIAL. 51.01 � ^ 9 w ... IN PREPARED GRA DE. -I'' �, BUILDER c� S1.01 � N 8 STAIRS MY ) I 51.01 BUILDER h CV O N 00 I PAVERS L ^ I J I0. 0 I 6 1 8„ S1.01 » S1.01 2'0" 00 8 4 ,. 3'-101 ,. 11 1 � i � c� i 4 ,0"x201, w 51.0 S A 2�*s C SCq�`' ANT 'q 7, F TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 .CONTINUOUS, PROVIDE. CONSTRUCTION SPECS. CORNER BARS (TYPICAL) SOLE P AT WALLS GREATER THEN 112" 2 HOOK INTO SLAB. 1-#5 CONT. PROVIDE LATE ANCHOR, » # SEE 7B S1.01 8 CMU OPEN _BOTTOM LINTEL 4 -0 HIGH, NOTIFY E.O.R. � SEE 3/S0.0 MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK FOR TEMPORARY BRACING w/ 1 #5 CONTINUOUS WHEN SPECIFIED ON -PLAN. LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL ' . 1» , �I SLAB ON . :. SLAB ,ON GRADE, 5- � • SUPPORT DETAIL. 2 SEE PLAN. ,.a ..- -=-- GRADE, L . —% A. SEE PLAN', \ d d GRADE OR CONC. .SLAB, SEE PLAN. \/ / / /\/ \ .. v \ \\ / \ oaoteealsap'ferasa • �raaaa�ys \ / / k z a _ \ 8 CMU STEM WALL W / 4 DOWEL TO MATCH VERT. / \ / xjggo. \ \ SLAB ON "� STEMWALL SCHEDULE CMU REINFORCING COURSES - 1 TO 6 #4 VERT. ® 48"O.C. 7 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. \ /\ % da\ . � .. /• \ � \\\\\ \ \ SHOWER PAN SLOPES TO DRAIN, SEE ARCH d d v #4 VERTICAL DOWEL S @ 24" O.C. STEMWALL REINFORCING (SEE GRADE PLAN. MAINTAIN 4fMIN. SLAB THICKNESS. CKNESS. 90e BEND INTO FTG.SCHEDULE) w/ 6"HOOK INTO SEE PLA00 Na. FOOTING LAP VERT REINFORCING aM"o' - . v 25" IF STEMWALL IS GREATER \ \ '- o • v • \\ v \/ W v :. v STAT ' THAN 3 COURSES. a \ � J � ( ) �/ o \ . r0 CJ STEMWALL SEE 1 S1.01 :,,.:. ad •< `-�'�'Q o° I f a CONTINUOUS CONCRETE s, .� OR@ / ..� }�, '+•. 8b®OYnefAua'C 'z L~ 00 CONT. CONCRETE FOOTING • a • :. ; FOOTING ,F, � ,� �;.• 3 CLEARN A 1 -STORY w/(2)#5 \ t 8dx16w CONT. - -4TYP ; Christopher I Sabourin PE I » „ 2 -STORY, w/(3)#4 OR 2 5 CONT. '- » p , I, 10d x 20w L ( )# 10%20" FL PE#71461 W 2-#5 CONT., REVISIONS DATE s FOOTING W SHOWER RECESS 1 STEMWALL FOOTING 2 / 3 GARAGE STEM' WALL - S1.0 IF REQUIRED 51.01 IF REQUIRED �-o SCALE. 3/4 1 0 ( ) ( ) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS PROVIDE CORNER BARS TYPICAL !� STEP, SEE 12 HOOK INTO SLAB. _.. ARCH.- •° .. d• : » (4 MAX.) EQUAL Q AL TO SLAB THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. BRICK VENEER IS ACCEPTABLE WITHOUT -WALL FRAMING INCREASE OF -FOOTING WALL FRAMING SIZE. 8" CMU STEM WALL W/ • 1 DEEP SAWCUT w/ SLAB" ON GRADE - ELASTOMERIC SEALANT SEE PLAN 2-#5 CONT. 4 VERTICAL DOWELS @ 24- O.C. SLAB ON # STEP, SEE ARCH. PLAN. SLAB ON 90 BEND INTO FTG. \ \ o p . GRADE- \ D .---a a---•-- _ ... SLAB ON �'�---- o ter` a DE, r N GRA . SEE PLA T--.--li4 --�- GRADE " ------ _� SEE PLAN. co .. � NOTES: `� ' .• .. � � SEE •:.PLAN. / J { . 1 PROVIDE SAWCUTS TO CREATE �. / - \ CONTINUOUS CONCRETE APPROXIMATE 12 X 12 MAX. SQ. \ FOOTING2) SAWCUT CONIC. S AB WITHIN 4 TO Sp CLEAR 12 HOURS OF CO C. PLACEMENT. OPTIONAL �� 3" TYP .:� 2" FLAIR a x1s 1 -STORY, w/(2)#5 CONT. »x2o„ 8 8"x16" 1 -STORY, w/(2)#5 CONT. 2 -STORY,' w/(2)#5 CONT. 2 -STORY w/(2)#5 CONT. 10»x20” � -N , 8"x2o" , wl 2-#5 - 5 CONT. 4 STEMWALL AT GARAGE _ 5, SAW CU DETAIL 6 BEARING AT INTERIOR � MONO. FOOTING AT STEP-DOWN �-o SCALE: 3/4" _ ` 1'-0" / S1.01S1.01S1.01 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD' ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 00, i 7 z I U LD Ln W I I. LLJ M ❑ I W W U 7Z z f O I i ry W <!r W t Jt_ .J ❑ I O o Lu � z o- oo I I. TYPICAL WALL FRAMING U AND ANCHORAGE PER 3 MATCH DOOR/4 CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. RECESS w OTHERS SLAB ON I BOND BEA w/1-#5 4 v . d: GRADE a SEE -PLAN, d / /PAVING SLAB ON x • a . ¢ 8, MASONRY BY BUILDER d GRADE, » z d 12 x12 1 5 CONT. — F4. .STEM WALL w � #PLAN. „ .,/ • 1 4 C� 48 O.C..._ , 1�--1DE-rAI� 1oB FOUNDATION �, # E.J.x oo . GRADE OR CONIC. ,, -Q \MATERIAL / / \ DET SLAB, SEE PLAN. \ AILS a / / / -SLAB ON �. O O Z a' \ \ \—_-_�--�'—.. ;' GRADE, \ SEE PLAN. /\ da T. FOOTING AT \ BUILDERS DISCRETION. / /\ d. v • d \ \ DO NOT SCALE DIMENSIONS FROM ,) d ;1.. \THESE DRAWINGS. IF A DIMENSION IS #3 48 O.C. ORTHICKENED EDGE :. UNC 8 x 8 LEAR REFER TO THE ROD CHAIRS ` TYP. � .. ' <. .. ! . - DETAIL 10A ARCHITECTURAL DRAWINGS OR ( ) w/ 1 #5 CONT. CONTACT THE E.OR. (2)#5 CONT. 12 PLAN NAME w 2 5 CONT. » /( )# 2 THICK x 20 WID (ANNA MARIA — COASTAL DESIGN/DRAWN/CH ECKE b CS KM/ I LAP DATE 8KioTMONOLITHIC EDGE FOOTING POR H STEMWALL HICKENED SLAB 08.16.17 SCALE S1.01 S1.01 �-O AS NOTED k LPA No. TOLL -17-00676 CONTROL No. ,. 4239. SHEET OFFICE COPY I S1*01 I SHEET 5 OF 9 e c I I II k N I N `-" ABU66. S 2 INTERMEDIATE w / EE DETAIL Ono L I A307 DIAMETER THREADED STUDS. 2/S0.1. (TYPICAL) I \ - ROD- TERMINATES AT FIRST FLOOR x SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) STRAP HEADER EA. _ 2 2x12- - END w/ MSTA24 to 41 ALL EXTERIOR WALL x ' SYMBOLS LEGEND rry 24" O.C. TOP PLATE, SEE DETAIL 12/S0,1 CTjl s SOLE PITT O 0 DESIGNATES SHEARWALL. THE HIDDEN � 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT WALL ---------- SW: 3/6 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. ii No A307 DIAMETER THREADED I 8d 0 a DESIGNATES 8d COMMONS \ ROD TERMINATES AT FIRST FLOOR `y�SHEATHING. TOP PLATE, SEE DETAIL 12/50.1 • 3" O.C. EDGE & 6" O.C. "IN THE o 1 CS18 STRAPPING DETAIL FIELD" � I DESIGNATES THE HEADER SIZE, NUMBER CS18 STRAP w/ 10" op N x ^ I N CN (2)2x8,-1/2 OF PLYS & JACK/KING STUDS NEEDED THIS END w/ 9-10d. FOR SUPPORT HEADER. WALL FRAMING w (2)2x6 SEE 3/S0.1 FOR BEAM a Lq C ---- BEAM OR TRUSS, SEE PLAN SPF#2 # (3)2x12-2/2 �� POST. CONN. (TYPICAL) 2 2x8-1 1 O I 4 NO NAILS REQUIRED 2 2x12 ANCHOR LEGEND I� PROVIDE MIN. o • . o Oo FASTEN (2)INTERMEDIATE QO T J OP � „ A307 DIAMETER FULL HEIGHT %< "`THREADEp ROD, SEE DETAIL 12/S0.1 OR JOIST. (n JACK STUDS. OF WA _L PER x I u, _ = DOUBLE Z PLAN DETAIL PROVIDE MIN. S0.1. I 00 N / ,,. xI 6x6 P.T. SYP 2 POST I N N , " A �% 307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL -12/S0.1 SHEARALL NOTE: SW:. 3/6 TOP PLATE. WALL FRAMING' W N I N `-" ABU66. S 2 INTERMEDIATE w / EE DETAIL Ono L I A307 DIAMETER THREADED STUDS. 2/S0.1. (TYPICAL) I \ - ROD- TERMINATES AT FIRST FLOOR x SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) STRAP HEADER EA. _ 2 2x12- - END w/ MSTA24 to M . , .. 2X8O I SIMPSON 'DTT2Z SEE DETAIL 15/S0.1 m � WALL cn Q - IMPORTANT NOTE. Christopher Sabourin PE c� 2 2x1 - INSTALL 4 SYP 2 TOP P I O 2 2/2 m # O ( r » SIMPSON LTT20B SEE DETAIL 15 SO.1 FL P E'# 71 4 G 1 N PLATES @ 10'0" ELEVATION. STRAP HEADER EA. I X, FASTEN PLATES W/(2)ROWS WALL T REVISIONS x ., „STUD SCHEDULE... DATE END w 2 MSTA24 ^ J, Y SDS SCREWS ® 12 O.C./ ( ) Ld cV �J 4 p Nv PLATE STUD SIZE J LOCATION HEIGHT & SPACING i - I J M CDOPE TO \ I X1 2EXTERIOR 9 -1 2x4 SPF#2 ® 16" O.C. E' N I O VE - - w MAX t N I 2x6 SPF#2 ® " t J EXTERIOR 10 1 # 16 O.C. or \ MAX 2x4 SPF#2 ® 12" O.C. > (4)2x6 POST BELOW OST ,- # J 2x4 SPF#2 _ } 10 1 TO " t J _ ABOVE. PROVIDE SQUASH EXTERIOR ,_ " 2x6 SPF#2 ®16 O.C. � � STUDS © x 14'-0" BLOCKING IN F_OORN 10'-0" " I 12 O.C. SEE DETAIL INTERIOR 2x4 SPF#2 ®16 O.C. SYSTEM TO POST BELOW. N MAX a- i " (2)2X12 1 / 1 /SO.2. INTE RI OR 12 0 2x6 SPF#2 ® 16" O.C. -gr! MAX 2x4 SPF#2 ® 12" O04 F -.C. FIELD ALTERATION �' _ _ _ _ _ S7L1D N07Ei CONTRACTOR SHALL CONTACT LOU 1 GIRDER - PONTIGO & ASSOCIATES PRIORT 2 2x4 1. WALL STUDS SPECIFIED O ( ) FG I ) ED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD Sl.l 01 GARAGE HEADER MODIFICATIONS WHICH MAYVA Y i STRAP SPF#2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN, FROM R - AP HEADER EA ABOVE THE I SEE DETAIL » CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONST 2 PLY 14 LVL -2/2) RUCTION DOCUMENTS, ANY POST. ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO , 2x8 END w/ MSTA24.. � O / 1/50.2 SIM. BEING APPROVED BY LOU PON71GO & WALL o 3. ` SPF DENOTES SP ASSOCIATES 2X4 SPF#2 STUDS (� 12 ) SPRUCE PINE FIR.. SYP DENOTES SOUTHERN AES MAY RESULT IN # O.C. YELLOW PINE. ADDITIONAL ENGINEERING OR (2)2x12.. INSPECTION FEES. 4. USE SYP 2 FOR OR ALL TOP PLATES AND SOLE PLATES. - - (3)2x4 I ee. 5.. FASTEN BOTTOM 3 2.X6 - SPF#2 I ) M PLATE OF INTERIOR LOAD BEARING WALLS ( ) )PLY 9.5 LVL 2/2 # TO CONCRETE SLAB " ,,,_... � "I w/16d MASONRY GUT NAILS ®16 O.C. • • SPF#2 POST.' MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 6x6 P.T. SYP#2 POST I POST. � � sHeARwALLs , w ABU66. SEE DETAIL BRACE TOP / I OF WALL PER I oo COMBINED... � z � 2/S0.1. (TYPICAL) I N USE PANEL NOTES 1/S0.1, SIM. --'\ LD CV SHEATH CONT: THRU I v 1. EXTERIOR WALL SHEATHING SHALL BE P I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I IPK PERPENDICULAR WALL I TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING Ln PROVIDE MIN. O ( I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS (2)INTERMEDIATE Q I W 2. SEE SHEET SO.O FOR WALL SHEATHING uj 1 JACK STUDS' SPECIFICATIONS. II FASTEN STUDS Oxo o N H I { TOP & BOTTOM FASTEN TOP 3. UPPER MOST TOP PLATE SUPPORTING ROOF ,. MEMBERS SHALL BE STRAPPED AS SHOWN IN SDWC15600 I OF WALL PER � I DETAIL 1/S0.0` ry DETAIL 5/S0.1, W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O' PROVIDE MIN. o GENERAL NOTES �- ca (2)INTERMEDIATE JACK 1 \ I OSB WALL' I 1. SEE DETAIL 2 S0.0 F ►� STUDS. FASTEN STUDS TOP x / OR WALL FRAMING DETAIL. Z r SHEATHING. I � SEE WALL STUD SCHEDULE THIS SHEET FOR STUD � I, 0 BC BOTTOM W SDWC15600 I x ° v SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH r/ r BEAM GIRDER PLIES. / W (2)2x6-1 /1 LAJ J 2 2x6 f ( ) (2)2x6-1/1 HEADER 2 2x6-1 SPF#2 PER 7/S0.1 POST. 2. SEE SHEET S0.0 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 _J 3/S0 0 41 ALL EXTERIOR WALL x ' r0 rry 24" O.C. TOP PLATE, SEE DETAIL 12/S0,1 CTjl s SOLE PITT O 0 'WHEN NOTED ON PLAN � 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT WALL ii No A307 DIAMETER THREADED I I \ ROD TERMINATES AT FIRST FLOOR `y�SHEATHING. TOP PLATE, SEE DETAIL 12/50.1 • AND HOLD DOWNS � o 1 CS18 STRAPPING DETAIL ; XI � I CS18 STRAP w/ 10" op N x ^ I N CN SIMPSON HTT5 SEE DETAIL 15 So. � S TA E F P a o N p THIS END w/ 9-10d. v WALL FRAMING w ,.0400 M . , .. 2X8O I SIMPSON 'DTT2Z SEE DETAIL 15/S0.1 m � WALL cn Q - IMPORTANT NOTE. Christopher Sabourin PE c� 2 2x1 - INSTALL 4 SYP 2 TOP P I O 2 2/2 m # O ( r » SIMPSON LTT20B SEE DETAIL 15 SO.1 FL P E'# 71 4 G 1 N PLATES @ 10'0" ELEVATION. STRAP HEADER EA. I X, FASTEN PLATES W/(2)ROWS WALL T REVISIONS x ., „STUD SCHEDULE... DATE END w 2 MSTA24 ^ J, Y SDS SCREWS ® 12 O.C./ ( ) Ld cV �J 4 p Nv PLATE STUD SIZE J LOCATION HEIGHT & SPACING i - I J M CDOPE TO \ I X1 2EXTERIOR 9 -1 2x4 SPF#2 ® 16" O.C. E' N I O VE - - w MAX t N I 2x6 SPF#2 ® " t J EXTERIOR 10 1 # 16 O.C. or \ MAX 2x4 SPF#2 ® 12" O.C. > (4)2x6 POST BELOW OST ,- # J 2x4 SPF#2 _ } 10 1 TO " t J _ ABOVE. PROVIDE SQUASH EXTERIOR ,_ " 2x6 SPF#2 ®16 O.C. � � STUDS © x 14'-0" BLOCKING IN F_OORN 10'-0" " I 12 O.C. SEE DETAIL INTERIOR 2x4 SPF#2 ®16 O.C. SYSTEM TO POST BELOW. N MAX a- i " (2)2X12 1 / 1 /SO.2. INTE RI OR 12 0 2x6 SPF#2 ® 16" O.C. -gr! MAX 2x4 SPF#2 ® 12" O04 F -.C. FIELD ALTERATION �' _ _ _ _ _ S7L1D N07Ei CONTRACTOR SHALL CONTACT LOU 1 GIRDER - PONTIGO & ASSOCIATES PRIORT 2 2x4 1. WALL STUDS SPECIFIED O ( ) FG I ) ED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD Sl.l 01 GARAGE HEADER MODIFICATIONS WHICH MAYVA Y i STRAP SPF#2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN, FROM R - AP HEADER EA ABOVE THE I SEE DETAIL » CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONST 2 PLY 14 LVL -2/2) RUCTION DOCUMENTS, ANY POST. ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO , 2x8 END w/ MSTA24.. � O / 1/50.2 SIM. BEING APPROVED BY LOU PON71GO & WALL o 3. ` SPF DENOTES SP ASSOCIATES 2X4 SPF#2 STUDS (� 12 ) SPRUCE PINE FIR.. SYP DENOTES SOUTHERN AES MAY RESULT IN # O.C. YELLOW PINE. ADDITIONAL ENGINEERING OR (2)2x12.. INSPECTION FEES. 4. USE SYP 2 FOR OR ALL TOP PLATES AND SOLE PLATES. - - (3)2x4 I ee. 5.. FASTEN BOTTOM 3 2.X6 - SPF#2 I ) M PLATE OF INTERIOR LOAD BEARING WALLS ( ) )PLY 9.5 LVL 2/2 # TO CONCRETE SLAB " ,,,_... � "I w/16d MASONRY GUT NAILS ®16 O.C. • • SPF#2 POST.' MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 6x6 P.T. SYP#2 POST I POST. � � sHeARwALLs , w ABU66. SEE DETAIL BRACE TOP / I OF WALL PER I oo COMBINED... � z � 2/S0.1. (TYPICAL) I N USE PANEL NOTES 1/S0.1, SIM. --'\ LD CV SHEATH CONT: THRU I v 1. EXTERIOR WALL SHEATHING SHALL BE P I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I IPK PERPENDICULAR WALL I TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING Ln PROVIDE MIN. O ( I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS (2)INTERMEDIATE Q I W 2. SEE SHEET SO.O FOR WALL SHEATHING uj 1 JACK STUDS' SPECIFICATIONS. II FASTEN STUDS Oxo o N H I { TOP & BOTTOM FASTEN TOP 3. UPPER MOST TOP PLATE SUPPORTING ROOF ,. MEMBERS SHALL BE STRAPPED AS SHOWN IN SDWC15600 I OF WALL PER � I DETAIL 1/S0.0` ry DETAIL 5/S0.1, W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O' PROVIDE MIN. o GENERAL NOTES �- ca (2)INTERMEDIATE JACK 1 \ I OSB WALL' I 1. SEE DETAIL 2 S0.0 F ►� STUDS. FASTEN STUDS TOP x / OR WALL FRAMING DETAIL. Z r SHEATHING. I � SEE WALL STUD SCHEDULE THIS SHEET FOR STUD � I, 0 BC BOTTOM W SDWC15600 I x ° v SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH r/ r BEAM GIRDER PLIES. / W (2)2x6-1 /1 LAJ J 2 2x6 f ( ) (2)2x6-1/1 HEADER 2 2x6-1 SPF#2 PER 7/S0.1 POST. 2. SEE SHEET S0.0 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 _J 3/S0 0 SOLEfLATE ANCHOR SPACING SCHD 41 ALL EXTERIOR WALL x ' O 0 SH EARWALLS 24" O.C. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 Z O �■ SOLE PITT O 0 'WHEN NOTED ON PLAN � 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT �- m W z TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 I 7. AT PORCHES, SEE DETAIL- 2 S0.1 FOR FRAMING = AND HOLD DOWNS � o CS18 STRAPPING DETAIL 0 J U CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING w a Lq C V FIRST FLOOR I 4 NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES FRAMING OR JOIST. _ = DOUBLE Z PLAN SHEARALL NOTE: SW:. 3/6 TOP PLATE. WALL FRAMING' W I SW. 3; 6 DESIGNATES -2 -ROWS CS18 STRAP w/ 10„ SHEARWALL WS OF 16d E » ND LENGTH. FASTEN - ,r.,. » "FIELD" NAILIN 8d ©3 ,-EDGE AND 6 FIELD ®9 O.C. ` THIS END w/ 9-10d. *� CRIPPLE STUDS LATE ANCHORS- SEE SCHEDULE ON " CALE DIMENSIONS. FROM DO N:DRAWIN THESGS. IF A DIMENSION ISLEAR REFER TO THESOLE 16 O.C. DETAIL 3/S0.0 A RCTURAL DRAWINGS ORON NTAcrTHEE.o.R FIRST FLOOR FR) WING PLAN (2)2X8 PLATEs r I creI C' -/n" _ 1>_�" -t PLAN NAME I SOLEfLATE ANCHOR SPACING SCHD 41 ALL EXTERIOR WALL 42" O.C. UNLESS 4. ER NOTED SH EARWALLS 24" O.C. (SW 8dO3"/6") 71 4 SOLE PITT O 0 'WHEN NOTED ON PLAN SEE NOTE 2 ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED BEAM SEE PLAN CS KM LAP DATE 08.16.17 3-10d TOENAILS SCALE i 2 -ROWS OF SIMPSON 15600 SDWC SCREWS (2)2X8 MINIMUM PLANK AS NO I ORIENTED HEADER OVER LPA No. 12" Q.C. STAGGERED. SLIDING GLASS DOOR, FASTEN TOLL -17-00676 TO JACKS EACH EACH END` 1. INSTALL SOLE PLATE 'ANCHORS PER DETAIL CONTROL No I 3/Sao W/(1)A35 4236 1 HEADER SECTION ANCHOR SPA S 2. H, SPACING SHALL BE NOTED. FOR HEFT EXA - "-, _ " MPLE SOLE PLT t� 36;�,. 36 51.1 OFFICE COPY ON -CENTER SPACING:. v y S1.1 SHEET 6 OF 9 I SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM, EACH OTHER. 1 TRUSS S0.1 T26 FASTENING y DETAILS r'6 6 N 8N N 0 N N AN N Ch d LO LO LO LO LCL. O O o U_U_0 a LCL C) C OC) LL 0 � LL LU LCL LL LCL O LCL LCL LCL o w SHEATH WALL CONT. 0 THRU- LOW ROOF TO 2ND —1 LEVEL BOTTOM PLATE. S0.1 �}dq ,,,y'4`�:. •t p i�E.r tl OSB LOCKING PER G SHEATHING B PORCH CEILING o DETAIL 5E S0.1 Na. 1 AT BOTTOM CHORD OF 2 / �r q PORCH CEILING SHEATHING TRUSS SEE 2 SO.1. SOA P OPOSED LOCA ION F0 AT BOTTOM CHORD. OF- a e q „� • � TAT F' e' ..� N LZ .1.S0 2. d • � m � . � STRONG BACKS INSTALL TRUSS SEE. / P '°'y • R PER TRUSS ENGINEERING STUD DIRECTLY C:) A .h OP PLATE TO , . wa ' BELOW TRUSS ao SDWC15600 STUD T D SDW C15600 Christopher I Sabovrin PE 2 FL PE#71461 S0.1 SHEATH WALLCONT. THRU TRUSS TIE DOWN WITH SI PS ON SDWC REVISIONS DATE LOW ROOF TO 1ST LEVEL FRAME UPPER L_VEL STUDS << , � _: �� BOTTOM OVERLAP BOT 0 CONT. FROM 1 S LEVEL TOP: 2E Rafter to To Plate .shown , - - P S0.1 FLOOR SYSTEM 12 MIN. PLATET0 P 2ND LEVEL .TOP Truss to To .Plate .similar PLATE. DO NOT FRAME KNEEWALL I I'. FLOOR SYSTEM ELEVATION. I =T92 Optimal 277¢ PROPOSE LOCA ION FOR AT L S E STRONG BACKS INSTALL 1q o• PER TRUSS ENGINEERING $ 30' a —H TS1 FIELD ALTERATION I H CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY 5 PON11G0 & ASSOCIATES PRIOR TO r � G01 BELOW TRUSS "Mx MAKING ANY STRUCTURAL FIELD MODIFICATIONSC VARY WHICH MAY Y O a N- r — 7 FROM THE INTENT OF THE ORIGINAL F— F- C CONSTRUCTION DOCUMENTS. ANY V01 w , ELD ALTERNATIONS MADE PRIOR TO BEING APPROV i' ED BY LOU PON'f1G0 8 x6 EXP SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN I 2 EXPOSED RAFTERS. FASTEN ADDITIONAL is DD ZONAL ENGINEERING OR TOP PLATE w SDWC15600 EJ1 STUD SDWC15600' TRUSS TO SDW 1 / VLl ', INSPECTION FEES. , TO TRUSS TOP CHORD w A34 ANGLE. FASTEN TO SEARING-" EJ13 4.; Agj% 1. Sloped—roof rafters may be sloped up to and including Itch and must be b rdsm w a 12.12 P SDWC15600 SCREW. i outh cut. >: 2. Reference detail 4 for installation Instructions. EJ 140, 2)HTS16 o D I � IAGONAL EJ13 ��' T z 2 H E 14 I _ BRACEs PER SIMPSON SDWC INSTALLATION RANGE Z 50.1 1/S1.2 EJ13 LD I U EJ14 8 EJ13 L 1 '\�SO.2,y I Uj 14 2x6 BLOCKING BELOW W FRAME UPPER LEVEL STUDS , WALL. FASTEN EA END w/ EJ13 -x:�� ❑ ND CONT. FROM 1ST LEVEL TOP m a � 41 TOE—NAILS TY ..., W ry O ) mss. .tea, EJ14 PLATE TO 2ND LEVEL TOP T22' RAFTER TAILS J PLATE. D0 NOT FRAME KNEEWALL , N SEE DETAIL 8 S0.2 AT FLOOR SYSTEM ELEVATION. Tr 14 Y ,. THD26 T23 .., HTS16 E 14 T24 STUD NOT DIRECT L z IBE`OW TRU S L S O N N SDWC15600 N � � � r r o �O CO CO CO ti r �r/ n LA u7 lC� LA (O CO W C1 C� coM M d tt W N te: Reference detail 2a for installation n 0 0 0 r H 1— H w W _� n a le limit Ln 1 .DW S C INSTALLATION CATION ............I HTS16 8 RAFTER TAILS, HTS16 S0.2 SEE DETAIL 8/SO.2' Rafter to Top Plate shown (Truss to Top Plate similar) W l I ' STUD T O NO 2 DIRE CT L 1 m W Roof Truss Connector List Manuf Product Qt I Y USP JUS24 5 USP THD26 10 m BELOW TRUSS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES -i 1 Do not install SDWC in 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING hatched area — — WITH 2 12D TOENAILS &c 1 SIMPSON SDWC15600 0 0 SCREW UNLESS OTHERWISE NOTED SDWC15600 J U Overhang1 1/2" MIN CONT. WALL ROOF DEGK TO 2" MAX I SHEATHING. 2x6 LEDGER INSTALLED BLOCKING. w/ 8d,, I OVER SHEATHING w/ - COMMON '9 3 O.C. SDWC INSTALLATION RANG E 5-10d @ 16„ O.C.I � ... � F LOOK AND ROOF TRUSS ROOF TRUSS Rafter or Truss ." PLACEMENT minimum edge distance for full9 values (with or Splice may be In upper or PLAN s, 2x4 BLOCKING @ 48 without a plate lower plate splice) ra O.C. FASTEN EA. END ',• 2ND LVL w DWC156' QO SCREW DO NOT SCALE DIMENSIONS FROM N THESE DRAWINGS. IFADIME SIGN IS v , : INS LLED SIMILAR TO UNCLEAR REFER TO THE FLR "ELEV TOE NAIL APPLICATION. • Y from top plate , f splice offset ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. for full values STUD NOT DIRECTL FLOORAND ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME t ANNA MARIA — COASTAL � _ SCALE: 1/4" — 1'-0" ;., DESIGN/DRAWN/CHECKED FRAME UPPER LEVEL 2x4 BRACE. FASTENN VEA. " CS KM LAP I 1. , DATE STUDS CONT. TO 2ND LEVEL TOP PLATE. END w 410d SDWC AT TOP PLATE .PCI. E S C 08.1 6.17 f x FACE NAILS. SCALE AS NOTED LPA No. TOLL -17-00676 CONTROL No. I DIAGONAL BIRACES ' 4239 I OFF IEP SHEET _ 51.2 C 0Y S1.2 f g SHEET7 OF 9 1 N PER 7/S0.1 . A \ N F-A� { d„A307 DIAMETER THREADED J,TRUSS T ABOVE L -- - - ROD TERMINATES AT FIRST FLOOR- - - -L � - I \ r� TOP PLATE, SEE DETAIL 12/SO.1 CV oxo ,., NA307 DIAMETER THREADED N PROVIDE MIN. (2)INTERMEDIATE JACK cn ROD TERMINATES AT FIRST FLOOR ®• VTOP PLATE, SEE DETAIL 12/SO.1STUDS. HEADER TO JACKS w/ a CS18 MSTA24. JACKS TO BELOW w/ CS18 o STA F o m I CS18 I SIMPSON HTT5 SEE DETAIL 15/SO.1 I00 f q py .8 to CQ SIMPSON DTT2Z SEE DETAIL 15/S0.1 e3�td1 I I � IF t/) Christopher J Sabourin' PE CS18 I O -� SI \ ® � � J MPSON LTT20B SEE DETAIL 15/S0.1 FL P E#71461 � I � CS18 ~ OJ ¢ -1 CV oo Z w ¢ o N o m w WALL STUD SCHEDULE REVISIONS DATE N M }- Z ~ . � C 118 ( \ J Y LOCATION PLATE STUD SIZE .. I PROVIDE MIN. �� H HEIGHT &SPACING 1 cn J I (2)INTERMEDIATE „w J EXTERIOR 9-1 2x4 SPF#2 ® 1s"'o.c. -J CS18 @ BOTTOM OF STUD N w - o - MAX ¢ w I JACK STUDS. - o a „ m I WHERE NOTED. SEE DETAIL m o EXTERIOR 10 1 2x6 sPF#2 ®1s" O.C. .. CD J MAX 2x4 SPF#2 ® 12, O.C. I AT BOTTOM RIGHT OF PAGE. ,-I �- w 10 1 T J N EXTERI 0 „ Q I I OPEN TO a ^ O oR 2x6 sPF#2 ®1 s O.C. Z 14'-0" Of w CS18 ¢ N` 10'-0" „ \ (3)2x6 1 BELOW CS18 INTERIOR 2x4 SPF#2 0 16 O.C. I- 03 Q MAX' 12'-0" 2x6 SPF#2 ® 16" D.C. r t SPF#2 LL - eel O INTERIOR # I POST. MAX 2x4 SPF#2 0 12" O.C. FIELD ALTERATION n _ Holm SEIQ CONTRACTOR SHALL CONTACT LOU SHEATH WALL CONT. THRU N .�. PONTIGO & AS .. 1.) WALL STUDS SPECIFIED ON PLA ASSOCIATES PRIOR TO LOW ROOF TO .1ST LEVELCS18 N SUPERSEDE THIS TABLE MAKNGANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY BOTTOM PLATE. OVERLAP -""-,I 2.) MINIMUM -STUD SIZE AND SPACING ARE SHOWN, FROM THE INTENT OF THE ORIGINAL � CONTRACTOR ALTERNATIONS CTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY ARCHITECTURAL REQUIREMENTS. FIELD AL RNATIONS MADE PRIOR TO FLOOR SYSTEM 12„ MIN. STRAP TO WAIBEING APPROVED BY LOU Por mGO & j 04 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN I BELOW PER 9/0.2 YELLOW PINE. ADDITIONAL ENGINEERING OR TRUSS T43 ABOVE wsPECTION FEES. - - - - - - 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. (2)2x6 2 SPF I X # 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. STRAP TO I ^ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. CS18 STRAP DEADER cv BELOW W CS18. \ SHEARWALLS00 E 3/S0.0 FOR ADDITIONAL ANCHORS AT / PER 7/S0.1 r _COMBINED USE PANEL NOTES x 4 00 cv N SO.1 co 1. EXTERIOR WALL SHEATHING SHALL BE U LD � I CS18 I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST j� FRAME UPPER LEVEL STUDS TOP PLATE. SEE DETAIL 1 1/SO FOR SHEATHING L J (2)2x6-1 1 CONT. FROM 1ST LEVEL TOP SPLICE LOCATIONS FOR MULTI STORY CONDITIONS / (2)2x6-1 /1 (2)2x6-1 /1 PLATE TO 2ND LEVEL TOP 2. SEE SHEET SO.0 FOR WALL SHEATHING Lu FASTEN WALL TO TRUSS PLAuj TE. DO NOT FRAME KNEEWALL SPECIFICATIONS. AT FLOORS D YSTEM ELEVATION.. BELOW PER 11 /S0.2', 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 U w 3/SO.0 GENERAL NOTES Oyu:: Q ` 1. SEE DETAIL 2 SO.0 FOR WALL FRAMING DETAIL. ETAIL, z SEE WALL STUD SCHEDULE THIS SHEET FOR STUD O SIZES AND `SPACING. AT GIRDERS AND BEAMS, t PROVIDE STUDS BELOW TO MATCH BEAM/GIRDERI ' ( ' PLIES. r W Ln2. SEE SHEET SO.0 FOR ROOF AND FLOOR I SHEATHING SPECIFICATIONS. t 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIESBEAMS, HEADER, ( AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O Q I 4. INSTALL SOLE PLATEANCHORS PER DETAIL.. LU 5. AT SHEARWA O LLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 Z J :u� O 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES SEE DETAIL S , A L 2/S0.1 FOR FRAMING AND HOLD DOWNS k o o CS18 STRAPPING DETAIL n J U CS18 STRAP w/ 10 END LENGTH. FASTEN THIS END w/ 9-10d. IL LA WALL FRAMING14CS18 w �zJ J 1 NO NAILS REQUIRED SECOND IN CLEAR SPAN ff FLOOR t TRUSSES FLOOR x OR JOIST. v WALL FRAMING W FRAMING az PLAN STRAP w/ 10" I END LENGTH. FASTEN t I THIS END w/ 9-10d. LARCfHITECrURAL DIMENSIONS FROM S. IFA DIMENSION IS REFER TO THE My DRAWINGS OR T THE E.O.R. SECOND FLOOR FRAMING PLAN PLAN NAME SCALE: 1/4 1'-0' ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED { CS KM LAP DATE 08.16.17 L - SCALE AS NOTED LPA No. TOLL -17-00676 ' CONTROL No. 4239 SHEET f k: OFFICE COPY s S1.3 SHEET 8 OF 9 - l r , SYMBOLS LEGEND ~DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 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. SHEATH WALL' CONT. U (2)2x6-1 /1 (2)2x6- THRU LOW ROOF TO 2ND ---- BEAM OR TRUSS, SEE PLAN /1 (2)2x8-1 /1 LEVEL BOTTOM PLATE. CS18 - ANCHOR LEGEND A307 DIAMETER FULL HEIGHT 1 (3)2x6 SPF #2 G I X THREADED ROD, SEE DETAIL 12/SO.1 POST., STRAP TO CS18 STRAP HEADER BELOW w 2 CS18 C I „ / O S18 T A307 DIAMETER FULL HEIGHT X5 THREADED .ROD, SEE DETAIL 12/S0.1 N PER 7/S0.1 . A \ N F-A� { d„A307 DIAMETER THREADED J,TRUSS T ABOVE L -- - - ROD TERMINATES AT FIRST FLOOR- - - -L � - I \ r� TOP PLATE, SEE DETAIL 12/SO.1 CV oxo ,., NA307 DIAMETER THREADED N PROVIDE MIN. (2)INTERMEDIATE JACK cn ROD TERMINATES AT FIRST FLOOR ®• VTOP PLATE, SEE DETAIL 12/SO.1STUDS. HEADER TO JACKS w/ a CS18 MSTA24. JACKS TO BELOW w/ CS18 o STA F o m I CS18 I SIMPSON HTT5 SEE DETAIL 15/SO.1 I00 f q py .8 to CQ SIMPSON DTT2Z SEE DETAIL 15/S0.1 e3�td1 I I � IF t/) Christopher J Sabourin' PE CS18 I O -� SI \ ® � � J MPSON LTT20B SEE DETAIL 15/S0.1 FL P E#71461 � I � CS18 ~ OJ ¢ -1 CV oo Z w ¢ o N o m w WALL STUD SCHEDULE REVISIONS DATE N M }- Z ~ . � C 118 ( \ J Y LOCATION PLATE STUD SIZE .. I PROVIDE MIN. �� H HEIGHT &SPACING 1 cn J I (2)INTERMEDIATE „w J EXTERIOR 9-1 2x4 SPF#2 ® 1s"'o.c. -J CS18 @ BOTTOM OF STUD N w - o - MAX ¢ w I JACK STUDS. - o a „ m I WHERE NOTED. SEE DETAIL m o EXTERIOR 10 1 2x6 sPF#2 ®1s" O.C. .. CD J MAX 2x4 SPF#2 ® 12, O.C. I AT BOTTOM RIGHT OF PAGE. ,-I �- w 10 1 T J N EXTERI 0 „ Q I I OPEN TO a ^ O oR 2x6 sPF#2 ®1 s O.C. Z 14'-0" Of w CS18 ¢ N` 10'-0" „ \ (3)2x6 1 BELOW CS18 INTERIOR 2x4 SPF#2 0 16 O.C. I- 03 Q MAX' 12'-0" 2x6 SPF#2 ® 16" D.C. r t SPF#2 LL - eel O INTERIOR # I POST. MAX 2x4 SPF#2 0 12" O.C. FIELD ALTERATION n _ Holm SEIQ CONTRACTOR SHALL CONTACT LOU SHEATH WALL CONT. THRU N .�. PONTIGO & AS .. 1.) WALL STUDS SPECIFIED ON PLA ASSOCIATES PRIOR TO LOW ROOF TO .1ST LEVELCS18 N SUPERSEDE THIS TABLE MAKNGANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY BOTTOM PLATE. OVERLAP -""-,I 2.) MINIMUM -STUD SIZE AND SPACING ARE SHOWN, FROM THE INTENT OF THE ORIGINAL � CONTRACTOR ALTERNATIONS CTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY ARCHITECTURAL REQUIREMENTS. FIELD AL RNATIONS MADE PRIOR TO FLOOR SYSTEM 12„ MIN. STRAP TO WAIBEING APPROVED BY LOU Por mGO & j 04 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN I BELOW PER 9/0.2 YELLOW PINE. ADDITIONAL ENGINEERING OR TRUSS T43 ABOVE wsPECTION FEES. - - - - - - 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. (2)2x6 2 SPF I X # 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. STRAP TO I ^ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. CS18 STRAP DEADER cv BELOW W CS18. \ SHEARWALLS00 E 3/S0.0 FOR ADDITIONAL ANCHORS AT / PER 7/S0.1 r _COMBINED USE PANEL NOTES x 4 00 cv N SO.1 co 1. EXTERIOR WALL SHEATHING SHALL BE U LD � I CS18 I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST j� FRAME UPPER LEVEL STUDS TOP PLATE. SEE DETAIL 1 1/SO FOR SHEATHING L J (2)2x6-1 1 CONT. FROM 1ST LEVEL TOP SPLICE LOCATIONS FOR MULTI STORY CONDITIONS / (2)2x6-1 /1 (2)2x6-1 /1 PLATE TO 2ND LEVEL TOP 2. SEE SHEET SO.0 FOR WALL SHEATHING Lu FASTEN WALL TO TRUSS PLAuj TE. DO NOT FRAME KNEEWALL SPECIFICATIONS. AT FLOORS D YSTEM ELEVATION.. BELOW PER 11 /S0.2', 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 U w 3/SO.0 GENERAL NOTES Oyu:: Q ` 1. SEE DETAIL 2 SO.0 FOR WALL FRAMING DETAIL. ETAIL, z SEE WALL STUD SCHEDULE THIS SHEET FOR STUD O SIZES AND `SPACING. AT GIRDERS AND BEAMS, t PROVIDE STUDS BELOW TO MATCH BEAM/GIRDERI ' ( ' PLIES. r W Ln2. SEE SHEET SO.0 FOR ROOF AND FLOOR I SHEATHING SPECIFICATIONS. t 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIESBEAMS, HEADER, ( AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O Q I 4. INSTALL SOLE PLATEANCHORS PER DETAIL.. LU 5. AT SHEARWA O LLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 Z J :u� O 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES SEE DETAIL S , A L 2/S0.1 FOR FRAMING AND HOLD DOWNS k o o CS18 STRAPPING DETAIL n J U CS18 STRAP w/ 10 END LENGTH. FASTEN THIS END w/ 9-10d. IL LA WALL FRAMING14CS18 w �zJ J 1 NO NAILS REQUIRED SECOND IN CLEAR SPAN ff FLOOR t TRUSSES FLOOR x OR JOIST. v WALL FRAMING W FRAMING az PLAN STRAP w/ 10" I END LENGTH. FASTEN t I THIS END w/ 9-10d. LARCfHITECrURAL DIMENSIONS FROM S. IFA DIMENSION IS REFER TO THE My DRAWINGS OR T THE E.O.R. SECOND FLOOR FRAMING PLAN PLAN NAME SCALE: 1/4 1'-0' ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED { CS KM LAP DATE 08.16.17 L - SCALE AS NOTED LPA No. TOLL -17-00676 ' CONTROL No. 4239 SHEET f k: OFFICE COPY s S1.3 SHEET 8 OF 9 - l AW'� � � ` �' � a, co�►utir of AN NOTES• lil 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEEfi S0.0. WCCONNECTOR. E. .-. ;EE PLAN. , 2. FOR SPNNECTOR ECIFIC UPLIFT SPECIFICATIONS SEE SHEETN ' x 3. FOR GENERAL DE LIPS ON 1'�r" WIDE LUMBER, PLACE CLIPS ,.. - 4. DIAGONALLY USING WHEN AC HOSS2. TDOUBLE TOP PLATE FROM EACH OTHER•WHEN USING _ Lou Pontigo and SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: ` 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 4. WHEN USING(7) H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE 'CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE. FROM EACH OTHER. 8 USS RAFTER TAILS, T SEE DETAIL `: '8 s0.2 2 HTS16 HTS16- - /S0.2 O FASTENING DETAILS F__ F__ F FVFT� 00 r N (fl 'M M M M M (O (4 co m m ce) m c� m M m 1 h- I— H f— POSED RAFTERS. FASTEN M M co 2x6 EX n W ao � w EJ ILLI LU W w w w w TO TRUSS TOP CHORD w/ A34 ,----ANGLE. FASTEN TO BEARING E w/ SDWC15600 SCREW. ��• a ( 2) HTS16 T 26 m w EJ TI 026 .. ==_ J 'a �I E Y T D26 STUD DIRECTL T2 BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 C RAFTER TAILS, N SEE DETAIL 8/SO .2 151 P O NS SDWC o HTS16 TRUSS TIE DOWN WITH .SIM S >T D26 EJ3 ER TAILS Rafter to To Plate shown o EJ3 RAFT p > r ID26 SES DETAIL 8/S0:2 Truss to Top Plate similar 49 EJ37 Optimal 223i' C) g T D26 10 • 0' T 4 S0, 2 0 30 8 T D26 0.2 S T4 ,. 7 �_04 ND26 2 HTS16 2STUD DIRECTLY11 w BELOW TRUSS I7111 hl I • H TS16 _; SDWC15600 TOP PLATE TO _. STUD SDWC15600 g 4 S0.2 u 1. Sloped—roof rafters may be sloped up to and including (2)HTS16 a 12:.12 pitch and must be °birdsmouth" cut. T 2. Reference detail 4 for installation instructions. 8 �I S0.2 2 HTS16 SIMPSON SDWC INSTALLATION RANGE � ( ) EJ22 I J22 RAFTER TAILS, EJ22 �2 SEE DETAIL ` 8/50.2 (0 T M . k, V x: L WU U�r. VIIAKI IF aa• r RAFTER TAILS, r $ SEE DETAIL 8/S0.Nil S0.2 = • NOTES STUD NOT DIRECTLY TRUSS ..:ROOF RAFTER NOTES, STR`APPfNG BELOW TRUSS I SDWC15600 M. FTERS TO BEARING STRAP TRUSSES AND ROOF ;RA • stal�ation angle Limit IMPSON SDWC15600 t., Note. Reference detail 20 for in WITH 2 12D TOENAILS & 1 S I SCREW UNLESS OTHERWISE NOTED I %. SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar): ,a. NIT STUD NOT DIRECTL BELOW TRUSS Do not -install SDWC in hatched area I' J, SDWC15600 711 1 1/2" MIN I � Overhang 2 MAX i .SDWC INSTALLATION .RANGE i Rafter or Truss Ye'" minimum edge distance for full values (with or Splice may be in upper or without a plate lower plate Splice) L �I YV from top plate..- splice Offset for full values STUD NOT DIRECTL BELOW TRUSS TRUSS PLACEMENT PLAN ROOF T ' SCALE: 1/4" SDWC AT TOP PLATE SPLICE i I I OFFICE`aPY 1