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1774 ATLANTIC BEACH DR - STRUCTURAL DWG'SCONNECTORS DESIGN SPECIFICATIONS USP 0.131X3„ TOE NAILSWINDOW SILL SCHEDULE PI ATF qPI I1'F DESIGN CODE: RY TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL PSF EDGE STRIP : ( ) DESIGN ISVOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 ROOF FLOOR cd=1.25 ROOF LOADING ) { cd=1.00 ) psf TOP CHORD LIVE LOAD 20 p 40 psf p TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf EXT. WALL ANCHOR SPACING 10 f COMPONENTS & CLADDING" ALLOWABLE DESIGN PRESSURES RY TRIBUTARY AREA (sf) INTERIOR PSF EDGE STRIP : ( ) 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 -,•..,•r,.+., ,:,.,, r,�...,.,.-. .,a=rrc GARAGE +22.9 DOOR TYPICAL TOP PLATE NAILING: , ` „ _ 0 MIN. SPLICE FASTEN ALL TOP o PLATES 16 0:131x / ( ) TOGETHER w 3 ROWS / O EVENLY SPACE F .131 1 0 x3 � 2 O.C.0. C. STAGGERED. SYp 2 # HEADER I- • �' I d_n„ ►�1�I (8'x7')-28.8 - - ROUGH DROPPED HEAD ' MINIMUM ENO OPENING OR D SILL PLATES IAS FASTENER EACH EN . „ �.. 6 A-4 1 2x4 SPF 2 4 12d TOE -NAILS O # ( ) 5 6 4 2 2x4 SPF 5 12d TOE NAILS LS - < 8'- " 4 3 2x4 SYP 2 1 A34 + 4 12d TOE NAILS O # O ( ) 1 ,_ , 2 0 3 2x6 SYP 2 1 A35 + 4 12d TOE NAILS O # O ( ) 2CAR USP A35 9 10dx1 450 450 ( ) GARAGE +21.8 DOOR -23.9 (16'x7') EXT. WALL ANCHOR SPACING .UPLIFT CONNECTOR FASTENERS SYP SPF FL CODE -,•..,•r,.+., ,:,.,, r,�...,.,.-. .,a=rrc ���u� TYPICAL STUD NAI D LING. „ 0.131x3 END N AILS... @ 2x4 (3) ®2x6, 4 ®2x8. ( ) 2X6, 2x8 d $ NAILS- O 2x10 2x12 n , 7 ` NAILS „ „ O _ 9 LVL 11 L - VL 7 NAILS _ O - 14 LVL, 16;, V_. LVL 9 NAILS O SYP 2 DBL. ( I � ___ TYPICAL TOP PLATE NAILING: , ` „ _ 0 MIN. SPLICE FASTEN ALL TOP o PLATES 16 0:131x / ( ) TOGETHER w 3 ROWS / O EVENLY SPACE F .131 1 0 x3 � 2 O.C.0. C. STAGGERED. SYp 2 # HEADER I- • �' I d_n„ ►�1�I LENGTH „ NAILS - - ROUGH DROPPED HEAD ' MINIMUM ENO OPENING OR D SILL PLATES IAS FASTENER EACH EN . „ �.. 6 A-4 1 2x4 SPF 2 4 12d TOE -NAILS O # ( ) 5 6 4 2 2x4 SPF 5 12d TOE NAILS LS - < 8'- " 4 3 2x4 SYP 2 1 A34 + 4 12d TOE NAILS O # O ( ) 1 ,_ , 2 0 3 2x6 SYP 2 1 A35 + 4 12d TOE NAILS O # O ( ) WALL SHEATHING TO SOLE PLATE „ F RAISE FROM Y BOTTOM OF SOLE PLAN AND FASTEN w/8d COMMON ®3 C USP A35 9 10dx1 450 450 ( ) /2 USP RT7 585 495 5 Sd EA. END 41CP RTRA 775' Firill (511f1rivl � ,, FA END _-. ._._. _ ___ \�...�_... r< -, ICJ, ,. . v I Irwr1L 11liLL rry rlmnvv: rvv ROOF SHEATHING TOP PLATE: PER A 6 MAX: PL N. USP MTW12 1195 860 7 1Odx ' EA. END O /z 1. USE SPF 2 OR BETTER FOR SEE SPECIFICATIONS. ALLLSU V/2 , L WA STUDS.. / ( z , USP HTW20 1450 1245 121Od�1 EA: END' SEE 5 SO.0. TOP CHORD DEAD LOAD s Uor nn�lr\c•1' lo�ru I�ruu � Iua uvu Lx LUL I 20 psf TILE SHINGLES P l 1 Z. USE SYP 1 FUR ALL TUF' _o r<nv� urvLT P ( ) # RAISED IND PRESSURE VALUES (ASD). THE LUES ROVE ARE ALLOWABLE W H LIVE LOAD 0 psf THE VA A BOTTOM CHORD REQUIRED IF SH 10 psf P Q EARWALL. PLATES SOLE PLATES. ARCHED P L AND LA A D TRANSOM 0 STA3 2065 2065. HEADER .P.IL4!!.._ USP M 6 T3 10d EA. END E 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY -0.60 AS PERMITTED BY ( ) BOTTOM CHORD DEAD LOAD 5 psf P 2x SPF DIAGONAL. BLOCKING P , ,, THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 DEFLECTION. CRITERIA. I/,"o ROD TO FTG. SHALL BE PERMITTED 3. USE SYP# 2 FOR ALL FASTENED w/ 3-0.131"x3" ROOF FRAMING. LIVE LOAD L/240 TOTAL LOAD: L/180 USP JUS28 1305 1305 6 10d TO HEADER HEADERS DROPPED EA. END TYPICAL. HEADER „ TOTAL ADL 240 I S FLOOR FRAMING. LIVE LOAD L/360 & TO LO „ I SHEATHING MAY EXTEND 2 / / 5 ._ • COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 „ /a0ROD TOFTG•- T 0.75 MAX ANY CASE 4. ALL WALLSSHALLBE I I - 1 PAS BLOCKING WINDOW PRESSURES SHOWN IN TABLE ABOVE. POSITIVE AND NEGATIVE P s - ------ USP HTT22 5370 5370 d RDD T FTG: BALLOON FRAMED FULL ______ ARCHED ATTACHMENTS MUST SYP#2 HEADER, ,,L ANCHOR INTO. 2x MATERIAL. WIND LOADING. s HEIGHT TO ROOF OR FLOOR TRANSOM: L- ----J USP PAU44 2535 0 ROD w 12 16d PER PLAN LINEAR INTERPOLATION IS PERMISSIBLE. /a / ( ) FASTEN LOWER STUD S' ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION U.O.N. ON �! ' KOPTION 1 s PERMANENT TRUSS 8d JACK AND 5 PSF TOP CHORD AND 5 PSE USP PAU66 0 ROD w/ 12t6d TO .TALLER STUD w 4- MIN. DEAD LOAD. CONDITION OF 2535 /a / ( } PLAN. / SEE RIGHT. COMMON M ION. =1N _ I PLUS PRESSURE AND MINUS SUCTION. BRACING BY OTHER: KING STUDS, BOTTOM CHORD, REACTIONS CALCULATED FOR THE BEARING POINTS 2 ROWS' OF 10d COMS I, _ ® 3 O C. „ SEE PLAN. USP.MSTAM24 14 5 2 TAPCONS HALL BE REDUCED. SPECIFICALLY. ATTIC FLOOR 1545: 55 / / ®12 O.C. OF ROOF TRUSSES S , ( ) a a 5. FASTEN BOTTOM PLATE OF WINDOW SILL SEE 4 FASTENING TO THE WALL FRAMING IS THE WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS LIVE LOADS COMBINEDINTERIOR LOAD BEARING SCHEDULE FOR 1: HALL M FULL HEIGHT ANCHOR - RESPONSIBILITY OF THE WINDOW DOOR MANUF. SUPPLIER & S MEET w DEAD LOAD `SILL SIZE AND $Y O. 75 .WHEN COMBINED WALLS TO CONCRETE SLAB s, / - AT INTERIOR WALLS TYP CA L SOLE <, AT TWO STORY CONDITIONS,— THE ABOVE NOTED POSITIVE AN NE IMP N S SO CONNECTORS C � .. ` CONNECTION w tOd MASONRY CUT NAILS @ >: _ TYPICALLY FULL PLATE NAILING. ( WINDOW SILLS PROVIDE SOLID BLOCKING BASIC WIND SPEED ASCE 7 10 130 MPH EE G ( ) �� EACH END. o a 48 O.C. MINIMUM. SEE " WEIGHT THREADED L SCHEDULE. WITHIN FLOOR --------------_ ., .t EDUCE. L R SYSTEM AT ALL UPLIFT 0 31x3 TOE NAILS. IMPORTANCE FACTOR 1.00 =-,i< „ FOUNDATION PLAN ADDITIONAL _ UP ...RODS � 6 0 O.C. PER LEVEL .POSTS. &JACK .,_. 3 _ 2x4 r a CONNECTOR FASTENERS FL CODE " MEAN ROOF HEIGHT 25.0 FT ANCHORS AT'SHEARWALLS STUDS. A o �to �� SYP SPF # Ds. I � -- (4) � 2x6, „ ROOF PITCH 5/12 0 _ ' 5 ®2x8. A35 450 450 12 8dx1 s 10446.4 SDWC15600 SCREW BUILDING CATEGORY ----------- BLOCKING ONLY REQUIRED SEE 8/50:0. _ a H2.5T 600 520 5-8d EA. END 11478.3 �� DEN EDGE STRIP. - AT SH°EARWALLS AN0 PT. SYP#2 EXPOSURE ::CATEGORY C OTES SOLE PLATE. 10 STUCCO 'FINISH. LATE HTS16 1150 85 16 1Od E .END 10 6 6 ----=------- o SEE C & C CHART 45 . ENCLOSED SEE PLAN FOR STLID SIZE ENCLOSURE CLASSIFICATION � , ABOVE FOR a DIMENSION AND O.C. S ACING. 1 - , MTS12 1000 860 7 10dx1 E D INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 � z A. EN 10456.3 „ „ „A A:D WALL SHEATHING „ „ HTS20 1450 1245 24 10dx1 / EA: END 13872.3 1 0 SEE DETAIL' 1 50.177, , ° .. ., .. 8. o I CONTINUOUS BLOCKING .. < n ... .. »:. , �. FOR SPLICING » . .» FOUNDATIO 'SEE PLAN ,,: • :. ,� - L-- � MSTA24 1765 1270 9-10d E .END 1 WITHIN FLOOR S STEM N � 9 C IAL SPECIFICATIONS 3872:4 MATER �o� WHERE POST IS ABOVE. 16d COMMONS OPTIONS.. 1870 12" MSTA36 1310d EA. END 13872.8- 1, , 2050 - ® 8" O.C. �2 MAX. IN. SOLE PLATE ANCHOR, o > D r - - -I WALL FRAMING AT WALL FRAMING AT �- --J 8d FLOOR SHEATHING 18 16d TO TRUSS BEAM FROM ANCHORS: TRUSS/ BEAM_ 0 SOLE SEE SCHEDULE HARDWARE AND AN LA H I 7 PLATE CHANGE CONDITION RAISED HEADER `CONDITION HTT4 348.0 3080 11496.2. COMMON. SEE SPECIFICATIONS. THREADED ROD: SHALL `BE IN ACCORDANCE WITH s PLATE BREAK ANCHOR BOLTS & TH NOT. ACTUAL PLAN. �'� '� 1- 2 OD TO FTG. •• L � - /8 I ' I AD 3 3 O.C. BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A.307 OR ASTM F 1554 GRADE 6 - �s I. , WALL FRAMING AT 32 16d TO TRUSS BEAM HEADER CONDITION OR RAISED ACCORDANCE WITH ASTM A500 .GRADE B. / R HEADER CONDITION. WASHERS. SHALL BE IN ACC ( ) - - - - _ _ 5250 4670 HTTS 11496.2. L I PPE H ON SCOPE OF SERVICE 5 , F NUTS. SHALL > BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1- sro OD TO FTG. /8 . I I' I 2 TYPICAL WALL FRAMING METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO G 6-10d TO HEADER...: EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS. 3 7 I ,` LUS28 9 0 80 10655.113' I ,. RESPONSIBLE 4 10d TO JOIST I S0.0 RETROFIT REBA ROD INSTALLATION. EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BER ISLE 1 I R/ OR FOR CONSTRUCTION MEANS -METHODS TECHNIQUES, PROCEDURES I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE / Q I I SOLE PLATE ANCHOR + 14 16d T� HEADER „ FOR OMISSIONS THE CONTRACTOR OR ANY SEQUENCES, R THE ACTS OR MIS NS OF 0 HU410 905 785 L - - - _ J HOLD DOWN. THAN RE AR SIX AND LARGER THAN THREADED ROD SIZE. 10531.36 QQ LARGER N B /a _ „'' U.O:N. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6 16d TO JOIST 3x3xY SLOTTED ( ) 4 „ 4 THEM CONSTRUCT IN ACCORDANCE WITH THE CONTRACTA 2 EM TOC THE WORK RD SYP. 2 DBL. SEE "1 S0.1. %a . s „ „ # � / WASHER PUSHED ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 /s G ROD EPDXIED 6 MIN 10849.6 SEE 5/SO 0. D DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT JOINT DUAL CARTRIDGE INSTALLATION ONLY : ( ) ABU66 2300. 5/8,10 ROD EPDXIED 6„ MIN 1D84 6 „ a 9. •, 3x3xYa SLOTTED FACE OF WALL. EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES. 2% _ BLOCKING ONLY REQUIRED. a H L BE ASTM A61 GRADE 60. SET N A N A S _ _ WASHER PUSHED REINFORCING STEEL. SAL 5, IMPSON POxY TIE 11506.4 THE S SPECIFICALLY D Y STRUCTURAL ENGINEER ARE. / / TM 92 G 0. E ITEM FCALLY DESIGNE B THE S AT`SHEARWALLS AND WALL SHEATHING TO OUTSIDE STRUCTURAL STEEL. SHALL BE AS A9 RADE 5 LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, _ STUCCO' FINISH. `, 10 16d T STUD BEAM POST SEE DETAIL 1 S0. / / 1 FACE OF WALL. WELDED .WIRE FABRIC (WWF): SHALL BE ASTM A185: / ( � WOOD PANEL SHEARWRLLS, WALL FRAMING AND REQUIRED SHEATHING AND 1675 1675 „ LTT20B 11496.3 FOR SPLICING PLAN VI EW ALL LAMINATED VENEER LUMBER - MBER (LVL): 1 s� Ro LAMINATED VENEER LU HEADERS DIRECTLY SUPPORTING FRAMING. ITEMS DESIGNED D TO FTG: M / ( ) z RATED- SHEATHING OPTIONS: ED THE FOLLOWING DESIGN' PROPERTIES - ELASTIC SHALL MEET OR EXCEED BOUNDARY F _' PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES FLOOR FRAMING NOT , _ SEE GENERAL NOTES. 695 „ E AL 0 ES. LSTA}2 805 10 10d 13872.5 „ „ 1 - - 12 SHEATHI G FULH I T F ALLY AD ION AND ANY L HEIGHT MODULUS E 1 9OOks1 BENDING STRESS b 2600 sr SPECIFIC DRESSED .TRUSS TO TRUSS CONNECTION, , , ( ) P THREADED ROD J .. Yz „ „ PT. YP 2 17 S .1705 05 SHEATHLNG # ARCHITECTURAL MECHANICAL OR ELECTRICAL SYSTEM. - CS16 13 8d 1085.2.1: MAX. EPDXIED 4 OR 0x6 MIN. .: l� SILL ,PLATE. EXAMPLE TO BE E OF PANEL I SIMPS ON T TEN HD. : . A CONTINUOUS , : EDGE w BLOCKING GENERAL NOTES a CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLEPLATE BREAK WHERE REQUIRED BY TOP PLATE. WALL: SEE SCHEDULE SECTION VIEW GENERAL N TES." FLOOR SHEATHINGSPECIFICATIONS FOR STUD SIZE .: . AND „ A O.C. SPACING. Z3. JZ IdCb Ut)b VK t"LTVVUVU J1"ILAI ,IIVU, ULUt. HIVU 1vHIL.W1111 JUG UUMMUN lY O V.L,.. tkJUt 6C rItLU • . C ICATO S t , „ „ _WASHER PA T 24 16 A RATED OSB R PLYWOOD SHEATHING NAILED 0.113x2 RING SO.C.ELD EDEN` IL SPA 0 w R N HANK NAILS ®6 O.C. EDGE & 6 O.0 AT GABLE ENDS DECREASE G A GING TO 4 D.C.OWITHIN HS INGLE MIN. , /�s , / / ( „ _ - 2 16 APA RATED PLYWOOD SHEATHING NAILED w 0.113x2 RING SHANK c� 6 O.C. EDGE D AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 TILE MIN: 15/32 3 / / E & 6 O.C.O C. FIE ( 0 OF ROOF „ A. �,O. 7A /1R ADA DATCi1 QI V1A/!1l1f1 CLJCA TUTAI!\ AI All CI'1 .../ /111 Z..7 DIAL I� CU AAII! AI All C kr. M" :-n /\ CI'Y/^C:.. o. all !1 !\ CICI fl /AT /'�AQI C CAII'1C IlCl��.C.A CC CI1l�C AI All CD Al�IAIl� T!1 A !�!\ un TulAl A _ , 4 0 OF ROOF EDGE). ) EDGE). „ 1 I1C D!'1/1C 'CI'1rC\ „ 8d ®3 - - F I - SEE DETA S1.01 ON S1.01' � _ - - I LS - -- :. I SEE DETAILS ON S1.01 � � - - - - - -1-1, F„ I I. I.1 WALL SHEATHING TO SOLE PLATE „ F RAISE FROM Y BOTTOM OF SOLE PLAN AND FASTEN w/8d COMMON ®3 C SOLE PLATE ANCHOR SCHEDULE NAIL SPACING SUPPORTED EDGES GENERAL N EXAMPLE OF UNSUP (UNBLOCKED) PANE AT TES. ORTED EDGE-,.. „ . O / ' .. 1 EXT. WALL ANCHOR SPACING 5HEARWALLS SPACING W EMBEDMENT EDGE SPEC. DEPTH ` DISTANCE @ EPDXY Yz E X 42 24 - 3 x3x0.229 4 2 a " „ 0x6 TITEN HD 42 24 „ 3x3x0.229 4 2 2 a __.. IVIG IltiL - IYIIIV. 1 L �T ,v, n,.n ,rte„ -v , �,rrvvv u,,�r, ,, ,,,rv, ,rr„,_�.✓ n v., ,..nom ,\„ry „a„�,r,♦ ,r r'„�..a s v v..v. �vv� w v. v. v. , ,��v r„ vr,v�. �,vv..a v�v,\�r,.�,- „ ,\vv, -- / . $ t I T ICAC). IECIFICATIONSR 1 NOTES: WALL SHEATHING SIRI I I . I " SOLE PLATE ANCHORS ARE REQUIRED A A 4 Q D T ALL EXTERIOR WALLS AND ADJACENT TO 24 8 P RATED 8 SHEATHING, FASTENED w 8d @ 4, O.C.ND 6 O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT PP ' FLEXIBLE FINISH MIN. /Is , /1 APA E OS OR PLYWOOD STRUCTURAL I SHE I G, F / C. EDGE SH E TO U ER TOP PLATE. I I I I I' I CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO 1NTERM DIATE FLEXIBLE 'FINISH.. WALLS INCLUDE. WOOD, .CEMENT, OR VINYL SIDING, HARDI PANEL &BRICK. ALL OTHER WALL SHALL BE :..CONSIDERED BRITTLE FINISH. „ SUPPORT IS 6 O.C.AX. 7/,r,", „ ROOF D O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P_AT- 24 16 APA RATED OSB 0 PLYWOOD STRUCTURAL 7 SHEATHING FASTENED w 8d ©4 O.C. EDGE AN 6 E TO UPPER TOP:. PLATE. STUCCO FINISH, MIN. /,s / R / 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR MASONRY SPECIFICATIONS. i7 FLOOR' JOISTS. M LTY STORY 3. AS AN ALTERNATE TO THE 3 X3 X T ,. TORY Y PLATE WASHER A 3 X3 X W 1 b ROUND r SINGLES a / / a z - A .�_t11 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM 28 DAY P MASONRY HAS BEEN DESIGNED IN .ACCORDANCE WITH ACI 530 05 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH C 0 U COMPRESSIVE STRENGTH OF MAS , STEEL WASHER MAY BE USED. ' C1019 GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE .SIZE OF 3� PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. ' 2000 psi PER ASTM , CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING: L SECTIONS TYP. WA ONS ;. 3 SOLE PLATE ANCHOR DETAIL &SCHEDULE _ "- - 4 ROOFI AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): SCALE: 3 4" = 1'- . I „ _ S0.0 / 0 _ sa.o 0.0 SCALE. 3 4 - 1 -0 CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WFIGFLT, ITH.'A'MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm'=1500 psi). GROUT ALL C ,LLS CONTAINING VERTICAL`"'' S / -0" MAXIMUM LIFTS PROVIDE CL ANOU PER ACI 530.1-0 IN THE BOTTOM OF COURSE OF M°A; G1NRY V�HEN THE WALL HEIGHT EXCEEDS 5'-0 REINFORCEMENT IN 5 M IF DE E TS R 2... T HOLLOW CONCRETE MASONRY UNITS WITH A C H TM C90E . E RA • N H TYPE S MORTAR, WALL COURSING SHALL BE RUNNING BON )S' STACK B 5: ALLCONCRETEMASONRY UNITS SHALL BE COMPOSED OF AS G .DE. OND SHALL NOT BE MASONRY STEM WALL 1 „. , „ ASO 1 ' / / 2 UT. SPLICES IN .REINFORCING WHERE PERM 2 A RO` K'CONCRETE GROUT. PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS S ALL B REINF _I "USED:: GROUT-. ALL ..CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PE C E ORCED FULL HEIGHT • 3 ROW OF 10d CONTINUITY OF REINFORCING AT INTERSECTION F P ASO ( ) > AND WALL INTERSECTIONS. PROVIDES 0 PERPENDICULAR MASONRY ELEMENTS BY INSTALLING C RNE ARS = 4 -0 O.C. MAX. AND AT EACH CORNER WALL ENDR B MINIMUM OF 40 BAR WITH a0 4 NAILS @ 8 0/� ° S PROVIDE HORIZONTAL JOINT REINFORCEMENT AT Y6 O.C. VE aS T MNlAL CONSTRUCTED OF S OR MORE: COURSE VERTICALLY, EVERY OTHER COURSE AND VERTICAL REINF SHALL .• DIAMETERS INTO EACH ELEMENT. AT L CO R BE INCREASED AS NOTED ON DIAME 0 E ( ), 2 PLY `STAGGERED 1 S1.0. UNLESS NOTED OTHERWISE:` LAP "JOINT REINFORCING SHALL BE A MINIMUM OF 6". / SIMPSON BEAM. =N < ° 2x4 BLOCKING CLAY' MASONSDWC15600 3 PLY BEAM. N N 024" O.C. FASTEN RY (BRICK): C652 FOR BUILDING BRICK FACING BRICK & HOLLOW BRICK RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3 -10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216 OR FRAMING TOENAILS. 1 ROW OF 10d S PLAN FOR „ ' EXTEND SHEATHING VERT. T C. NAILS. � 4 0. CONCRETE SPECIFICATIONS: 4, ROWS ' 12zh ° CONCR C DETAILS. TOP OF TR SSAS SHOWN._URUCTED 1N ACCORDANCE WITH ACI 307. ALL CONCRETE SHALL HAVE A MINIMUM OMPRESSLVE STREBEEN DESIGNED IN ACCORDANCE WITH ACI 318 08, AND SHALL BE CONST C NGTH 'OF 3000 SI AT 28 DAYSALL: CONCRETE .HAS%-TOAT 12 O.C. PROVIDE 2x4 BLOCKING CONCRETE AT GARAGE AND PORCH SLABS SHALL ;HAVE A COMPRESSIVE STRENGTH OF 3000 PSL 2x6 MEMBERS. AT HORIZONTAL JOINTS. EA. SIDE. .ROOF SHEATHING SEE ' (2) ROW OF 10d STUD BELOW ENERAL NOTF_S: 3 ROWS 12d 6 ( ) NAILS @ 4" O.C. LOWER. TOP 4-10d SPECIFICATIONS .BELOW. 11 AT, 12" O.C. HEEL - STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND..EOUNDATIONS... PRE-ENGINEERED WOOD EA.'SIDE TOP PLATES. FOOTING HAVE BEEN DESIGNED WITH A'SOIL BEARING (DESIGN A WITH LOCAL BUILDING CODES. FO N MAXIMUM OF 2000'--PSF. SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY FOUNDATIONS SHALL BE IN ACCORDANCE E Y SUITABLE FOOT NGS AND FOUNp( I) 2x SPF IEW WALL LL INTERSECTION ROOF TRUSSES. & 3 PLY BEAMS 2 H G AL V (NEER SHALL BE NOTIFIED. SOIL 2x8 POS DISTURBED OR UNSTABLE SOIL THE ENO A TI SHALL. BE FREE OF ORGANIC MATERIAL AND COHESIVE T ON 1F THE FOOTING ELEVATIONS SHOWN OCCUR IN STUR H E CLAY SOILS. SOIL COMPACTION AND FILL 2x4 OR 2x6'- POST " TI S RIPPED TO FIT SUBSURFACE CONDI ( CONDITIONS F SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. CORNER EDS STEP HEIGHTS ETC. SEE A N SCALE FOOTING c� ' FOR GENERAL FEATURES: CONDUITS ELECTRICAL EMB ARCHITECTURAL PLANS. DO NOT CA 0 TNG DIMENSIONS AND LOCATION FROM THE " FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION.0 3 ROWS OF 5 F 04" 3 ROWS 0 AN OR FRAMING PLAN BUT B FOUNDATION P ( ) BA ON EITHER THE ARCHITECTURAL PLAN Y DIMENSIONS PROVIDED ON F UNDA LAN. IF FOOTING -SI _E OR LOCATION IS NOT FOUNDATION"°PLAN SHOWN -0N 51.0. DO NOT DETERMINE FOOTING'LOCATION SED , SIMPSON M' �' TRUSSLOK TRUSSLOK :ON PLAN THEN CONTACT ENGINEER OF RECORD EOR DETERMINED ( ) SDWC15600 ENGINEERED WOODENGINEERED WOOD SEE ROOF „„ FASTENERS ®24 o.c FASTENERS ®24 o.c STE _ FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS P CONCRETECOVER FOR REINFORCING SHALL BE 3 IN FO PROVIDE 3 @ 48 O.C. OR ROD CHAIRS. NOTED 'ON DRAWINGS MINIMUM FRAMING UNLESS OTHERWISE# AS SHOWN AS SHOWN SIMPSON LI G CORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN 1 N PERPENDICULAR CONCRETE ELEMENTS BY',INSTAL N REINFORCING, WHERE PERMITTED, SHALL B OF REINFORCING AT INTERSECTIONS PE M E 48 PLAN FOR PROVIDE CONTINUITY CORNER WALL INTERSECTION SDWC15600 BAR 'DIAMETERS DETAILS. IT ONDITION SHE THING MAY 4 C SIMPSON SEE ROOF TERMINATE (NATE ATJ _ µ SIMPSON 3 PLY Y -FRAMING CONCRETE SLABS ON GRADE: 4' PL NOTES: TOP OF DBL. SDWC15600 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR` RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1560I SEE NOTE 1. PLAN FOR 1`. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. SEE NOTE 1: TOP PLATE. DETAILS. t4" LVL AND 'GREATER 2. �-- DENOTES 3"x0.131'' GUN NAILS @ 6" O.C. VERTICAL. URS OF CONCRETE PLACEMENT PRO OUT T T SLA IN A 72'x12' GRID WITHIN 12 H0 VIDE SAWCUTS THROUGH T SLAB CALL EOR FOR ALTERNATIVE METHODS. TERMITES. SAWCUTS FOR CONTROLLED .CRACKING CU A 1" SAWCUT INTO B 3. DENOTES V-0" N TYPICAL CONNECTION w SOLE PLATE ANCHOR, SEE SCHEDULE. - n' NOTES: 4. SOLE PLA A SPECIFICATIONS: 0 ANCHOR NOT REQUIRED N W000 FRAMING SPECT 5 < HEEL < 1 Q WHEN HOLD DOWN IS' INSTALLED. HEEL < 5 1.' TYP ECTI AT ST �' . CONN ON UD COLUMNS 5. CONTRACT R MAY CHOOSE WOOD CONSTRUCTION LATEST EDITION. E EITHER OPTION A NATIONAL DESIGN SPECIFICATIONS NDS FOR W ALL WOOD :MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH SON WHERE MULTIPLE''. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH A I S R MASONRY, CONCRETE OR JACK -TO -KING ASSEMBLIES CORNER POST ETC. - - AT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE NOTES. CO OPTIONS A E SHOWN. SOIL SHALL BE PRESSURE TREATED. IF, ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS -SHALL BE 1. SDWC ONLY REQUIRED WHEN STUD 1S DIRECTLY BELOW TRUSS. TOP .PLATE 'TO STUD Q STRtNLESS STEEL.. 2: SPECIFIED NAILING REQUIRED FOR EVERY PLY SUBSTITUTED FOR TRUSS CONNECTION. - PR VIDE ADDITIONAL.H2.5T Q 2. H2.5T MAY BE SUBS U0 IN ADDITION TO 2 PLYS F PRE-ENGINEERED WOOD TRUSSES. AT TOP PLAT TO STU... SPACE. @ 48 O.C. O FRAMED WALL E _ L CORNER AND WITH NFPA TPI AND AITC 100. CONTRACTOR ALL COMPLY ACTOR. SHALL VERIFY THAT ADEQUATE TRU AN ENGINEER IN THE STATE :WHERE PROJECT IS BEING BUILT AND SH SS BEARING IS INSTALLED AT ALL TRUSSES AS SHALL BEAR THE SEAL OF Q 5 ROOFTR U S CONNECTION _ � INTERSECTIONS T S UDS CONFI CONFIGURATIONS F DELEGATED UR ONS HE RESPONSIBILITY 0 THE DELEG CONNECTIONS AND TRUSS PROFILES ARE T TRUSS. ENGINEER: ALL TRUSSES SHALL HAVE TEMPORARYBR CIG PER 'COMMENTARY BUILT-UP INDICATED IN THE TRUSS .SHOP DRAWINGS. ALL TRUSS -TO -TRUSS N MENTA AND 6 U UP' MEMBER -FASTENING NS SP ES HIB 91. AT MULTIPLE STRAP AP CONNECTIO READ STRAPS' TO AVOID NAILING CONFLICTS. THROUGH PLATE CONNECTED WOOD TRUSS TR H TRUSS. WHEN USING AP RECOMMENDATION FOR HANDLING, INSTALLING &BRACING' - METAL (2) STRAPS S0.0 S0.0 FROM SINGLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE OM EA. OTHER. KING STUD TO TOP 'PLATE: TRUSS TO PLATE: K ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. C SCREW TOP PLATE TO HEADER FASTENING: SDWC LT SH NGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING T NOT REQUIRED ,AT GABLE 'SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT I D NG 0 THE MANUFACTURER'S REQUIREMENTS. CLAY THE CONTRACTOR P P T E ER FASTENING: A., URER S REQUIREMENTS. STANDING SEAM L R ENDS: OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED AND THE MANUF .STN G META ROOFS SHALL COMPLY WIT BE INSTALLED PER THE.. CONCRETE. AND CLAY ROOF TILE INSTALLATION MANUAL A Q H ASTM :1514 AND BE INSTALLED AND TILE ROOFS SHALL T FOR GABLE ENDS. SEE DETAIL. AT RIGHT. NOT REQUIRED ,ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4-6 FOR GABLE ENDS. KING STUD TO TOP PLATE: SDWC15600 SCREW TOP PLATE TO HEADER FASTENING WA RPROOFING. a T� NOT RE UIRED AT GABLE Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS' SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. THAN 4-6 I WOOD FASTENING SCHEDULE BRICK NOTES LINTEL C H D PLAN LEGEND AND ABBREVIATIONS KING &JACK z` PLASTDEWCTO SCREW R�.STUDS SEE PLAN KING & JACK : 24" 0. . STUD P C CONNECTION S SEE .LAN ,MEMBERS FASTENER INTERIOR LOAD BEARING WALL 4 LINTEL DIMENSION MIN. BRC. MAX. SPAN _ _ . TYPE BUILT-UP POST IN THE WALL (2)12d TOE HEAD - OR SILL. ,. TE FACE NAIL -GUN S @ 12 STAG. NAILS E.E.PLATES SEE TOP, PLATE TO TOP PLA 2 NAIL A „ , 1 _ _ JRG R SILL L3 x3 x 4 6 0 GABLE X BRACE SEE DETAIL 10 S0.1 W. , X / / � 6 WA L3/, z a SCHEDULE 2 `�--� MIN _ _ S SEE 2 16d 3 GUN: NAILS „ „ „ , , TRUSS 70 LAPS/INTERSECTION FACE NAIL � _ "�, TOP :PLATE,, LAPS INT ( ) / 4 x 6 8 0 >HEADER :SIZE.: JACK AND L x3 / _ , / 4 z 2 x8 1 2 EDULE PLATE: W WAL LTE SDWC DESIGNATES SHEAR L THE ROUGH OPN G SEE ARCH. .,. KING STUD QUANTITY. , 0 , - - . ' NAL 16d S STUD FACE I 2 3 GUN NAIL,. TOP PLATE TO SKING STUD TO FRAMING 'BEL DBL. ( ) " „ ,. HEAD QR OW. , 1 HIDDEN INE SIDE. OF ;-SCREW L5x3 x 6 - 101-011„ , „ PLATES SEE CS18 STRAP w 6 10dx1N G SEE ARCHWALL THE SHEARWALL SHEATHING / Yz-., RIM .:JOIST TO TOP. PLATE TOE NAIL 8d @ 6 GUN `NAIL @ 6 „---------- ( ) " _ aE APPLIED. sd ®3 SCHEDULE To LED. 6 NAILS EACH END. STRAP L6x3 x 6 12 0/ z a SW 3"/6" '>y KING STUD TO BOTTOM PLATE - - DESIGNATES 8d COMMONS � 3" ATTACHMENT CAN BE INTERIOR OR - T TOE NAIL 3 8d 5 UN' NAILS CEILING JOIST J015T TO TOP PLATE ( ) G „ t, y L7x3 x 6 16 -0 CONNECTON. SIMPSON / / 0 C. EDGE & b" O.C. "IN THE >, V/2 a ROUGH OPN G SEE ARCH. EXTERIOR SIDE OF .WALL. JOIST OVER PARTITIONS FACE NAIL 3-16d 4 -GUN NAILS CEILING SDWC15600 SCREW. OMIT IF FIELD" STRAP NOT REQUIRED AT THE Q ' 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS CEILING JOIST' TO ROOF RAFTER " FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST_HAVE CORROSION BRICK FOLLOWING: GABLE ENDS OR PLATE TO HEADER: RESISTANT COATING OF EPDXY BASED ADJ ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS. SDWC SCREW @ _-___� VENEER I I _ GABLE ENDS OR 2 -STORY „ JOIST TRUSS TO PLATE TOE NAIL (2 16d) 3 GUN NAILS I I BM BEAM MANUF Manufacture THAN 8 OR OPENINGS 24 O.C. PAINT. - WALLS WEATHER - ,_ „ A 2X4 WALL 8d 3 -GUN N. BOT BOTTOM ' MONO Monolithic THAN 3 6 T TOE NAIL 3 GU AILS RAFTER O PLATEN ( ) , AF _ _ „ BARRIER BRG BEARING R NG OC n Center $. _ HE ADE: R FASTENING 2. LINTEL MORE THAN 8 0 . SHOULD SECTION CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board TOE NAIL 4 GUN NAILS JACK RAFTER TO HIP (3-10d) BE LATERALLY SUPPORTED NOT TO I I DBL - DOUBLE PERP Perpendicular 1 EXCEED 6 FT. O.C.2 x3 WD. 2 16d 3 GUN NAILS X / RIDGE BM. TOE NAIL a - ROOF RAFTER' TO 2x_ ( ) / KING DIA DIAMETER PRE E G -Pre Engineered I G STUD TO FRAMING 9 eered NG BELOW: '/2' I LINTEL P: _s: 4. SCREWS INTO HEADER PROVIDE A_======1 EA EACH PSF -Pounds per S - p quare Foot _.A. , � CS18 STRAP W 6 10DX1 CONT,j HEADER, TWO PIECES FACE NAIL 16d@ 16 O.C. @EDGE VERTICAL SLOTTED HOLE FOR SCREW. SEE 2T EE EACH END PSI -Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CA CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT - RESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 3. BRICK VENEER ATTACHMENT. - , E EQUAL T ulc BLOCKING FASTEN .- Q Q Q ) k Tie SLE PLATE ANCHOR 0 STRAP NOT RE UIRED T Q A THE FOLLOWING. �FICE COP OR SOLE PLATE CONNECT STRAPPING NOT REQUIRED T NAIL 16 Q STUD 0 SOL PLATE OE A L 3 d 4 GUN `NAILS U T E NT 4" VERT. EXT =EXT EXTERIOR REINF Reinforce - HORIZO AL TIES @ 2 O.0 ESC w 8 10d COMMO PER REDUCE N GABLE ENDS OR LOCATED WITHIN 6 OF STUD -/AT R LEVEL A " LASHING FBC` - FLORIDA BUILDING CODE SF Square `Foot LOWE EL HE DERS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16) GUN NAIL 8 TIES @ 12 O.C.: (FOR 130mph HEADER, F 9 PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED -0N PLAN u JACK .TRUSSES LESS „ _ -Spruce MULTI STORY FDN FOUNDATION SPF r _ uce Pme Fur THAN 8 WIND ZONE VERT. TIES ® 6 O.C.. P OR OPENINGS LESS 1 SEE PLAN ED HOLD BRICK LINT : OLD -DOWN IS SPECIFIED EL _ SINGLE MULTI STORY „ _ SIN STORY NAIL SPECIFICATIONS FT FOOT SYP Southern Yellow Pine _ AT ALL OPENINGS GS SPACE TIES WITHIN THAN 3 6 E N (STACKED WINDOWS „ EE SCHEDULE „ S ,, ,, ULE _ _ _ -- „ >,: FTG .FOOTING _ THRU Through _ ou NAILS 2x0 1 3 0 RIN HA ' 3 GUN NAL 1 K\S NK 3 =x0. 3t 0 9 � UN �+ STACKED 12 OF OPENINGS. PROVIDE3&"O WEEP , WINDOWS /,6 � REVIEWED Ell FOR C DE _ R tJ 0 COI MPU HDR HEADER P T VC _ , _ �, TY Typical +�, _ _YP s TYPICAL HEADER STRAPPING - 6d 2 x0.:131 0 8d 2%0. 113. � % z IMMEDIATELY V HOLES @ 33 O.C. MMEDI ABOVE SECTION VIEW _ HORIZONTAL HORIZ ORIZONT UON Unless Otherwise Noted 10d 3 x0.162 � 16d FLASHING 3 x0.148 � / z LINTEL _ OF BRICK LI LBS POUNDS VERT vertical SO.O SEE PERMITS FOR ADDITIONAL 1'/z"xO.148"0 = l Odx1'/z „ 1 ,/z „x0:131 "O Sdxt'/2 „ WWF - Welded Wire Fabric REQUIREMENTS AND CONDITIONS r REVIEWED ilii D , SATE. I i FIELDI ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICAl11pNS.WHICH MAY VARY FROM THE IIJTEN'I' OF THE ORIGINAL CONSTRI.I TION DDCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIOdAL ENGINEERING OR INSPECTION FEES, i LDI j V J i 4 I '' V ! t � t ei rr � LW p m L: Liu I 6iJ I` i I I z CL LijI L.0 I I V J 1", D 1 I: 4< n L 010-) I L L I i 0 I U i L j I i I ESIGN CITE I RIA I I I I AN D G� ,NERAL I NOTES DO NOT SCIALE DIMENSIONS FROM L E DRA*INGS. IF A DIMENSION ISUNCL AR REFER TO THE CHITEC URAL DRAWINGS OR CO TACT THE E.O.R. r7TERRA'O ' AN NAME - CARIBBEAN EA DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.10. 18 SCALE S NOTED - LPA No TOLL -18-00001 C TRO N L No. 4669 'SHEET �I S 0 0 1 T SHEEOF 9 i 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP 2 NAILER EA. TRUSS. FASTEN TO TOP # PLATE w/ 10d 0 4" O.C. FASTENED TO TOP WALL SHEATHING4\, PLATE w 10d @ 3" O.0 STUD WALL FRAMING / 8d COMMON WIRE NAILSw/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C.AT SHEATHING EDGE 6BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATEAT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA.STUCCO FINISH i TRUSS. ATTACH AT EACH WALL 5-8d COM P RCH SHEATHING, HEADER �' STUD w 3-16 NAILS AT EA. EACH SIDE SEE SPECIFICATIONS / I ,'.PORCH ( I ,FRAMING INTERSECTION. MIN. OF OF SPLICE BLOW ( 16d COMMONS 16d COMMONS _ •� HEADER. 8 GUN NAILS ,, " 2x4 SYP 2 HORIZ. BRACING @ _ # I 6 16d BETWEEN EACH TRUSS 0 8 O.G. SHEATHING SPLICE @ 8 O.C. � SEE PLAN. 24 O.C. BETWEEN OUTER WALL p I� HEADER 8c SUPPORT 1 PORCH RALLE' HEIGHT &FIRST INTERIOR TRUSS. NAIL. 0 CH POST, PER PLAN. 2 MSTA24 FULL , �R_ o IAC) CONT. RIBBON CONT. RIBBON I TO WALL ANCHOR OR DTTAZ sa COM � - ; PERPENDICULAR TRUSS EACH END w/ 3 0.131x3 NAILS. PERPENDICULAR STRAPS MIN. (2)2x4 WOOD ; BOARD TYP . BOARD TYP 1 HOLD `DOWN AT ( ) � ) 3 O.C. TYP T BELOW. & 1 ADJ. DETAIL B ( )_ O WALL BASE OF POST ( ) EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE OPTION A SHEATHING TRUSS » N TRUSSES TRUSSES 24"16 GUAGE POST BASE: OR JOIST. OR JOIST. POT 4x4 POST. ABU44 ! STUD WALL FRAMING 2x4 SYP#2 I STRAP w/11 24 16 GUAGE SHEATHING SPLICE !� DIAGONAL BE OW =6x6 POST: ABU66 c w 2x SOLID BLOCKING 10dx1Yz EA. END STRAP w/11- II / FASTEN EA. _ 10dx1Y EA. END LSTA12 FOLDED OVER 'OP AT SHEATHING EDGE 8a COMMON WIRE NAILS- 'i DOUBLE TOP PLATE _ i PLATE w 5 10d NAILS. END w/ : 1 OSB or PLYWOOD _ CONTINUOUS OVER PL PORCH. .. _ TO BLOCKING ®3 O.C. INTO TOP PLATE & 5 � d ... T 0 „ 3 10d COMMONS , n \ ° HEADER PORCH HEADER, FADE / HE SLAB RIM BOARD Ya - _ - - - _ -: NAILS INTO BEAM. SPACE -, SHORTER SEE PLAN 6 , SHO THAN _ MAX CEI INC TS16 ., @ 48 O.C. OMIT IF WALL FLOOR SYSTEM. ALIGN L f � 1 J WALL FRAMINTt-SHEATHING WALL FRAMING e SHEATHING IS INSTALLF�D WALL FRAMING TRAPS MS � ROD TA24 t ROOF TRUSS VERTICAL JOINTS WITH LINE ,r ,, ON FACE OF BEAM EPDXIED 6 MIN WALL SHEATHINGSTRAPS OR JOIST PI S L CE k � FOR PERPENDICULAR JOINTSINSTALL FLOOR TO••- T U CONNECTION LAN VIEW OF LEVATION VIEW OF 3BL TNG ONLY REQUIRED5 gFLOOR STRAPPING PER P E d COM8-GUN .. SEE DETAIL B ABOVEOPTION 1 OR 2 PO HEAD R PORCH HEADER PORCH-'HEADERAT SHEARWALLS ANDEACH SIDE CONTINUOUS 2x6 SYP 2 NAILS # STUCCO FINISH OF SPLICE AT POST AT POST FULL HEIGHT LEDGER FASTEN WITH OPTION 1 OPTION 2 ANCHOR OR D71 rT2Z 5-0.131x3" EA, STUD. OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR cTRUSS PARALLEL " r, HOLD DOWN AT MIN. (2)2x4 WOOD I „ - / GYPSUM (WATER PROOF GREEN BOARD, w 5d COOLER NAILS @ 6 O.C. EDGE &FIELD BASE OF POST' 2 ( ) / BELow. & (1) ADJ. „ PARALLEL TRUSS NOTE 1. OR OPTION B TO PORCH HEADER. C „ „ -. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. s ' /OR CREATE OSB OR PLYWOOD w 8d COMMON NAILS' @ 6, O.C. EDGE AND FIELD � DETAIL A /6 ( ) / 2. CONTRACTOR SHALL OMIT. FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 1`FLOOR TO FLOOR WALLSHEATHING AND STRAPPING OPTIONS z y WN WALL AD) TO ROOF CONNECTION TIONTYPI AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION OTEO SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 50.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. ' SEE DETAIL 5/ SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ..ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF „ A A 2-SIMPSON H2.5T, TRUSS. BOT.` CHORD w 0.131x3 � 3 O.C. A ,r II- II I� �l B B •• FLOOR OR FASTENED TO SHEATHING w 8d (� 3 O.C. R )OF fa� 2x4 SYP#2 CATS AT 12 / O.C. FASTENED TO TOP ROOF TRUSS. TR SS. u, „ SDWC 15600 PLATE w/ 4-0:131x3 11 /a SHEATHING FASTENED TO @ 32" O.C. COMMON. MAX. TOP PLATE w/ 10d @ 3' O.C. II II II II SCREWSEl El „ SHEARWALL 16 MAX. OSB WALL 2x SYP#2 CONT. ATTACH B D D D D FASTEN CATS EACH END w/ SHEATHING B C B C C C " COMMON TENAILS TO TOP PLATE AND TRUSS 3-0..131x3 M 0 w/ 0:131x3., @ 3 O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR C C SHEARWALL. » „ „ „ EXTERIOR WALL S , 8d@3 F) SW 8d@3 /6 mu FOR TED SHEARWALL SEGMENTED SHEARWALL STRAP ALTERNATE A ALTERNATE B PE KING POST TO ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 STRAP KING POST' TO _7 _ POST BELOW WITH 2=CS16 UPPER TO LOWER STUDS �A UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT •• ANCHOR D STRAPS WHEN FULL HEIGHT - S ARE NOT USE DIAPHRAGM FASTEN ROOF FLOOR DECK 10d C�4 O.C. SW 8d®3 6. 2 CS18 STRAPS - SW 8d@3 6. 2 CS18 STRAPS 1,R osB (> / ( > -,. ...,r -., ...,. �,,,., �, � ral icc 1� . � I FLOOR ANCHORS ARE NOT USED • IU -N AILLIR W/ 11 f RUVV -00 ............ 3" O.C. FASTEN TO TOP. CONNECTION CALL OUT UPLIFT CONNECTOR A x4 2SPF#2 CONTINUOUS TRUSS. SEE PLAN -ENO 'STUDS TO FOUNDATION -END STUDS TO fOUNDATION D FULL HGT THREADED ROD SEE 'PLAN, OR HTT4 HOLD DOWN AT BASE (U.O.N) (1)CS16 STRAPS o �' LEDGER FASTENED 3/8 OR HTT4 HOLD DOWN AT BASE (U.O.N) SW 8d@3'6: HTT5 OR HDUS SW 8d@3 6: HTT5 OR HDU5 PLATE w/ (2) ROWS OF 8d @ 3" O.0 2" 3" 7/16" OSB BLOCKING 3 " /4 'z TRUSS WEBS WITH/ w/3 0.131 x3 " 1 3x3x /4" SHEARWALL NOTES: - SO PLATE ANCHORS - SOLE PLATE ANCHORS 2x4 SPF PANEL FLOOR COMMON. 1. AT ROOF TRUSS, SEE SCH RULE ON DETAIL 3/S0.0 SEE SCHEDULE ON DETAIL 3/SOA SYP# 2 2x4 NAILER FASTENED I ALL AROUND f FRAMING CONTRACTOR MAY SHEARWALL NOTES II TO TRUSS BOT. CHORD w/ 'SYP CHOOSE A,B,C,D, OR G. 1. PROVIDE 4s" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. (2) ROWS 0.131x3" @ 3" O.C. II FASTEN CATS EACH END w / `NAILS 2x4 # 2 CATS AT` 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. I� INTERIOR �. 3-0.131x3" @ 6" O.C.O.C. FASTENED TO TOP 2. USE ALTERNATE A. I SHEARWALL. ,r PLATE w/ 4-0.131x3 AT EXTERIOR WALLS 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW -2 SHEARWALL COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. 5-16d NAILS ^OR TRUSSES. HEADER DOWN CONNECTION' CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE 'PLAN, OR HTT4 HOLD DOWN AT BASE (U.O.N) H ADER UP CONNECTION CONNECTION UPLIFT CONNECTOR CALL OUT 9 A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN 3/8 OR HTT4 HOLD DOWN AT BASE (U.O.N) TYPICAL FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5 50.1' ALTERNATED ALTERNATE E ( ) � / - � ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOT114G BELOW SHEARWALL PER -DETAILS ON S1.0 TRUSS ATTACHMENT 1/0 SHEARWALL ATTACHMENT AT ROO FFLOOR TYPICAL S wL, ARWALL ELEVATION WHEN HEADERTI DOWNWN NOTED S0.1' S0.1 PROVIDE SOLID BLO KING WITHIN FLOOR SYSTEM AT SW END POSTS. L ONLY APPLIES WI{EN NOTED ON PLAN SOA THIS DETAIL _ TRUSS SPECIFIC ION S AS INDICATED IN U S. 8d COMMON NAILS 4 12d TO112x4 , MULTIPLE BRACED TRUSSES, SINGLE ' BRACING NATES AND SPE „ SYP 2 OUTLOOKERS SPECIFICATIONS NAILS TY . ROOF ( . „ TRUSS:. BRACING AT 3 O.C.(TYP) A L ALL BRACING LUMBER WN -C� 24 O.C.) U ER SHO , EXEPT 2x4 BLOCKING. F STEN TRUSS FOR T -BRACE SHALL E 1x4 SYP B #3 '- OR BETTER OR 2x4 SP OR WALL STUDS WALL STUDS EACH :END w/3 10d `H3 Qg H25T HURRICANE CLIP @ EA. F#2 BETTER.. 2x12 OR 2 2x6 OR 2 2x4 SYP 2 LEDGER, TOENAILS „ O O # OUTLOOKER TO TRUSS. >; (LION) AT 16> O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW _ (1)DIAGONAL BRACE PER CID w 4-12d NA 6 10d ( ) ILS. AT EACH RAFTER.. . 2.)BRACING ° G LUMBER SHALL INTERSECT ROOF SHEATHING 4 S APPLIED EC COMMONS TRUSSES II THEWEB EB OF THE BRACED TRUSS, PER ER TO BACKSIDE OF WEB: .-• OVERFRAME RAFTERS SE PLAN. DELEGATED E I1 LEG TED TRUSS ENGINEER. 3. PERMANENT PERMANENT BRACING �I ENT R CING 2X6 I1 ), PTRUSS ROOROOF T USS WH R NR BRACING APPLIED T0> E E OTEO ON TRUSS MFR. SHOP ANGLE II3 ;w 1 - d COMMONSIMPSON H 0 8/ FRONT SIDEU. OF WEBS: DRAWINGS. THE 'CONT IBRACE RACTOR SHALL YPTACHIS DBL. SYP 2 LEDGER: °NAILS FROM "RAFTER TO LEDGERPROVIDE 1x4 SYP 3 OR BETTER PER THESE STRAPS x # TO EACH ATTACH TO .EACH STUD, II AND LEDGER TO ROOF MEMBER. . _ BOTTOM CHORD RA I 2X4 T ..BRACE. ONLY ° - ° -J D B CING- MAY BE OMITTED WALL SHEATHING UP T .BRACE F STENED TO SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 ° ° I°I W p REQUIRED FOR BRACE GABLE END TRUSS. ° ° ° ° ° WEB w 1 rr PERPENDICULAR TO TRUSS BOTTOM BLOCKING... WHEN OVERFRAME / d @ 6 O.C. ° ° I) CHORDS AND ND ATTACHED TO EACH A SINGLE LEDGER.' B DOUBLE LEDGER RAFTER LENGTH " LENGTHS > 8'-0". T -BRACE TO BE THE ALT. TO BOTH H3 ABOVEI°I TRUS WITH 2-8d COMMON NAILS. AT - FASTEN 1 PROD 1' LESS THAN 4'-0" w/ Od COMMONS ` SAME SIZE, SPECIES, IDE MTS12 OR CS16 DIRECTLY I I GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL - 2X4 #2 SYP BLOCK CrA EACH @ 6 ON CENTER AND -GRA E AS WEB F MEMBER. CONTINUOUS LATERAL BRACING SEE ° R00 BETWEEN OVERFRAMING RAFTER AT END WALLS PROVIDE DIAGONAL REACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING GABLE BRACE. -'FASTEN. EACH TO E I I S AND TRUSS SHOP DRAWING FOR QTY. AND BRACED. r, � ,> ROOF MEMBER: E _ APPROXIMATELY 45% TO THE. 0-775 2x6 w 5-0.131x3 - S ND W/ 3 10d TOENAILS I I ( ) / 1850.2345 2x8 w/ 6 /a 0x6 SD SCREWS „ LOCATION. IE MORE THAN (1) LATERAL ° _ „ ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w 8 0.131 x3 - I I / 2346 3125 2x12 w/ 8 /a 0x6 SDS SCREWS BRACE. IS NEEDED, OVERLAP;' BRACE BLOCK TO DBL' TOP WALL BETWEEN' EACH LINE OF BRACING 1251=1540 2x10 w/ 10-0.131x3" SHOWN, v� AS S OWN. 'TO FORM A ZIGZAG. PATTERN ALL a 1540 1850 2x12 w/ 12-0.131x3„ PLT W/ 2-H2.5T CONSTRUCTEDF T F � 0 HE SAME BRACING ,. MATERIA PROVIDE SOLID SPF#2 BLOCKING - L. THIS REQUIRMENT IS NOT L # GAT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. " NECESSARY AT HIP ROOFS. ALSO LEDGER. A NOTES. WHERE A LEDGER IS INDICATED 0.131x3 TOE NAILS ®8 O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, } ALONG `.EXTERIOR WALLS PARALLEL 70 .':.. FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATEDIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THEWA 2x4x6 SY 2 A LL AND THE FIRST P LATERAL BRACE EA. ABOVE. ATTACH ROOF DECK PER GENERAL. NOTES. I - 8 10dNE OF BOTTOM CHORD BRACING AT A _ _ LSTA12 @ 48 O.C.OOR DBL TOP PLT X BRACE w 2 16d INTO BOTTOM I - / COMMONS MAXIMUM SPACING OF 20 FEET: CHORD OF EA. TRUSS. _ TO GABLE :'TRUSS `BOTTOM CHORD W/ SDW 1 OMIT 1F C 5600 @ 36 O.C. „ LEDGER CONNECTION DECK LEDGER AT ` ERFRAME - FTE GABLE END BRACING PERMANENT TRUSS BRACING ZFE g LE R NNECT ON yN.IEN 9 V RAFTERS 10 RAC G SHEATHING OVERLAPS .GABLE 12 MIN 11 OTEO » - TRUSS TO LEDGER CONNECTION BY TRUSS 0.1 S0.1 USE THIS ;:DETAIL TO FASTEN OVERFRAMED ROOFS VALLEYS ETC. S0.1 _ � S0.1 SCALE. 3 4 - 1 -0 S NOTES. 1. SPACE GABLE END BRACING @ 4 6 MAX. / .ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PLY STUD MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 ST DS IN LIEU OF 2 STUDS ITS ACCEPTABLE, ITS ACCEPTABLE -- ------ . � .GIRDER TRUSS -T FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS WASHER - � �i � �= L F 36" LONG STUD „ , I X I MIN 2 PLY 36 LONG STUD OR BEAM -, PLAN Q -, C IFI 1 MSTA24 STRAPS _ Op <_ ? F I- _Y_Y_ ANCHORING SPECIFICATIONS ( ) - STUD FASTEN w/12 FASTEN w/12 - FO OVER TOP PLATE 2 MSTA24 STRAPS „ „ I� i O 0.131x3 GUN 0.131x3 N NA 4 I ANCHORING SYSTEM. THE THREADED ROD ANCHORING _ SIMPSON HTT5 OR GU ILS ,, FASTEN w/18 10d FOLD OVER TOP PLATE NAI (2)MTS12 DOUBLE , FULL HT. SYSTEM SHALL CONSIST OF A307 THREADED HDU5.' FASTEN LS SOLE % FASTEN w 18 10d (2) TS12 __ FULL HT. ANCHOR % a P RODS ORIENTED VERTICALLY AND: ATTACHED TO THE _ UPLIFT TOP LATE 1 26 10d COMONS f PLATE \ ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE f DOUBLE TOP CONNECTOR ` SIMPSON DTT2Z DO , I LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE » » I PLATE SEE PLAN » » w 8- Y x1 - TOP PLATE, PROVIDE A 2 x 2 x � STEEL WASHER. / a Y2 ' . - WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS fa SIMPSON FULL HEIGHT I OR POST. ! THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. A 1 ( ) FULL HEIGHT 2 H2. T - MINIMUM 2 PLY • � LTT20B THREADED OD O 5 (2)H2.5T p ROD „ » FULL HEIGHT _-- E GHT ROD INSTALLATION. AT ALL PLATE. PENETRATIONS STUD MINIMUM )�Z THREADED 'R0. WITHIN 6 OF r , � f MINIMUM.. -_-_ ( 1 „ THREADED R00 P VI E A HOLE.IN THE PLATE LARGER THAN T ----- �---- RO D ,4 HE EPDXIED 4 GIRDER I -----.__.. E OX ED MIN SEE. PLAN) 2 PLY „ 2 PL Y AT2ND T i TURN TI TEN EE PLAN i � DIAMETER OF THE .THREADED ROD USED. WHILE U N TEN- HD THREADED „ S ELEVATION AT 2ND STORY STUD x6 TITEN HD Yz � STUD ° STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED COUPLER COUPLER TIGHT ROD EPDXIED „ w STUDS PROVIDE A >, THR A R Y E DED OD f z SIMPSON CNW OR EQUAL MAY BE USED IN CASES AGAINST . ° 2 CS18 STRAPS ( ) AGA N T PLATE 7.5 MIN I „ STEEL COUPLER 1 CS18 STRAPS I - --- � � . EPDXIED 4 MIN-' WHERE ONE CONTINUOUS ROD 1S UNFEASIBLE. THE OR AT BASE OF STUD C �.. , S O - FULL HT. _ AT BASE OF STUDS „ (OPTIONAL, LOCATE , ROD SHALL BE INSTALLED APPROXIMATELY CENTERED x6 TIT (FLOOR TO FLOOR > , SIMPSON TITEN HD COU I Y EN HD L ANCHOR _ �.,_ ROD PLEB z ( ) AS NEEDED IN HOLE. RODS MAY BE SLANTED FROM TRUE „ (FLOOR TO FLOOR) _(%"x6-Y4")� I MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO - RODS THD37634RC AT SILL PLATE AT TOP 'PLATE2 PLY AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. HOLD DOWN SEE PLA STUD FLOOR FRAMING FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. a; EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (�) © 9 Q 0 ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 I/z "0 '/2' 0 2x2xI/a„ 4„ 4„ 2" 3" 5 8 / 3 " /4 'z 3, /, "4 1 3x3x /4" 7.5" 12" 2 3" YZ' THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 78 ROD = DTILL SECURED OVER INE WASHER M A SNUG-7MT - CONDITNW IN PS ONE -HATE TURN OF A STANDARD -W/8- Ya x1 Yz HTT5 ROD = HTT5 DS SCREWS BUILT-UP POST FT. -LOS. S SC BUILT-UP POST, YEiENCH' APPROMMAIELY 30 FT TORQUE} / I SEE PLA DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FL -LBS. OFE `AFTER ALL TRADES ARE TORQU ; COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING* ALL THREADED SHALL BE HTT5 or HDUS DTT2 LTT O -� DRILLED &EPDXY ANCHORED 'SEE INSTALLATION OPTION � OPTIDN Z ALTERNATE FOR ALTERNATE FOR - 1%-N • ,0 ♦7 i N • s Y ! V � 0- „ FULL HEIGHT 3 D /s U G ROD ALTERNATE ATTACHMENT p -0 . $ AT r o0 Cq R 1 •,, •. ,s s s i , ,• ,, o r-+ u �n t# lot hristoP h',er I 1 Sabourin PE FLIPE#71461 REVI IONS DATE N NAME - CARIBBEAN AWN/CHECKED KM ,LAP DATE .10.18 CALE NOTED ...DEPTH(� E MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ANCHORRE UIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD ULL HEIGHT TR G TL 466 SHEET WALL SECTION ,. THREADED ROD INSTALLATION CHART 12 FULL HEIGHT WOOD FRAME WALL ANCHORINGSYSTEM „ FULL HEIGHT 3 D /s U G ROD ALTERNATE ATTACHMENT FULL HEIGHT THREADED ROD 5HOLD DOWN ATTACHMENT DETAIL GIRDER /BEAM STRAPPING C�. 1 i wNEIv 1 S0.1 S . OTED ALTERNATE D 1 S .1 THIS DETAIL ONLY APPLIES, WHEN NOTED ON PLAN SHEET 2 OF g S0.1 THIS DE TAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 I, I x OVERLAP SIDEWALL OVERLAP SIDEWAL TOP PLATE TOP PLATE OVERLAP SIDEWALLALWAYS PLACE ALWAYS PLACE TOP PLATE :' HEADER. AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING r, OPENING 0 THREADED 'ROD . .. . ;. . . . . . GARAGE /a _ HEADER . . . . . . w 3x3x PLATE (2)20ga`STRAPS . . . HEADER TO JACK 2 20 a STRAPS .:;, : HTT5 w/ ALWAYS PLACE {) 9 GOAL POST. FASTEN TO STUD HTT5 W . HEADER AT HEADER TO JACK / — F 16d „ 1� � THREADED ROD PACK WITH 2 ROWS 0 THREADED ROD Iz TOP OF ROUGH ,. s/a .. .... .. EPDXIED 12 RING SHANK NAILS 12 O.C. EPDXIED 12" MAX o :3 OPENING 2)20ga STRAPS o HEADER TO JACK rEXTEND HEADER TO .. .: U ATTACH DOOR THR 2 2 2x4 BLOCKING _ 4 0.131x3 TOE NAILS 2 EA. LEXTEND HEADER TO FAR SIDE OF WALLSIDE) UPRIGHT BUCK DIRECTLY INTO 2 2 2 2 (2)2x6 KING STUDS FAR SIDE OF WALL HTT5 W 6x6'POST / AS SHOWN. H3 0 EA. 2x OUTLOOKER NOTE A / STUD PACK PER GARAGE DOOR " 2 2x6 0 o OUTLOOKER AT 24 O.C. a ' O (2)2 6' SPF#2/ AS SHOWN. 6 6 6 Te PLACE GABLE END TRUSS 22x6 JACK STUDS �'a THREADED ROD. SUPPLIER „ JACKS — " " TO THE INT. FACE OF EPDXIED 12 ..: :. � 6 6 6 6 ... .. 4 0x4 0 PIECE OF WALL , „ � „ 1 TO FRAMED WALL ; AND 1 _ _ ROOF o � 4 0x4 0 PIECE OF WALL SHEATING INSTALL AT UPPER „ STUD SPACING, SEE AND FASTEN TRUSS TOP KING.' SHEATHING SHEATING INSTALL AT UPPER .. .CORNER 1 BELOW GARAGE HEADER HTT5 w ' ' ' ' ' HTT5 w (2)2x6 • • • FRAMING PLAN Q$ AND BOTTOM" CHORDS TO / „ / L DETAI A :.: .. „ ... .. BALLOON FRAMED WA ,> CORNER 1 BELOW GARAGE HEADER JACKS ON EXTERIOR STUD TRIMED AS SCHEDULE. L LL x STUD CORNER THREADED ROD 2 2 THREADED ROD 5 ILS TOE 0 0 .. :. DETAIL � STUDS W/ z 0.131x3 " �� ON EXTERIOR STUD (TRJMED AS AND (1) SHOWN) NAILS EACH EPDXIED 12 � EPDXIED 12 - 2x4 BLOCKING AT NAILS AT' A: STUD. s s s s s s L L� SHOWN KING. TRUSS E .... :. ) 48 O.C. BETWEEN P.T.OLE PLATE GABLE AND FIRST S FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS S " INTERIOR TRUSS. FASTEN SHEATING TO HEADER w/ 8d COMMON GALV. BOX NAILS IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL "FRAMING GARAGE HTT5 w/ / � FASTEN GABLE END SOLE PLATE HTT5 w " 1N GRID PATTERN A5 SHOWN AND 3 O.0 1N ALL FRAMING STUDS BLOCKING & SILLS TYP. <FLOOR ANCHOR 5/s THREADED`'ROD 5 " (STUDS, ) TRUSS w/ :FULL HT. „ THREADED ROD EPDXIED 12 (STUDS, BLOCKING 8c SILLS) TYP. a EPDXIED 12 ; I ANCHOR EA. END SOLE PLATE. ..d G WING WALL SECTION ANCHOR GARAGE _ .. DOUBLE BLOCKING AT PANEL JOINT NAILED TOGETHER w/ -3-16d SINKERS A • • ; • : DOUBLE 'BLOCKING AT PANEL JOINT, NAILED TOGETHER. w/ 3 16d SINKERS .. ...IL - THICKENED SLAB EDGE ° AT GARAGE OPENING. :.. 6x6 POST WITH ABU66 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN a I .; a :... { w THREADED ROD d e SUDS DRILLED AND EPDXIED w 12 EMBEDMENT & 3x3x WASHER. I <, NOTES. ) / /a EPDXIED 12 MIN.. OF ROUGH OPENING. 1. ALWAYS PLACE GARAGE HEADERAT TOP GARAGE WING" WALL -ELEVATION „ CONVENTIONAL SW ' ANCHOR PER :SCHEDULE... NO FULL HEIGHT ANCHOR REQUIRED. A E PORT IN LL GARAGE WING WALL FRAMING LESS THAN lZ BALLOON FRAMED AB GARAGE HEADER FRAMING 2 G RAG OR L WING WA 3 4 00 LE END WHEN 1 WHEN OTEO OTEO : OTED DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0.2 SO2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SQ.2 THIS N SPLICE 2x x 4'-6" P.T. SYP NO.2 EXPOSED AFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS 0 4" O.C. JACK STUD FI iF 4x4 IS SPECIFIED ON PLAN, JACK STUD x4 P.T. SYP No.2 AT DOOR USE 2 2x4, SPF#2 SUPPORT. AT DOOR ( ) # LOCKING CLOSURE FASTEN ' 2 2x4 PT SYP 2 MIN. {) # „ IF 6x6 IS SPECIFIED ON .PLAN WALL 3 / 3-12d TOE. NAILS. RIP 24 MAX.` pe OWN TO REQUIRED DEPTH USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE—ENGINEERED- RATED RE—ENGINEERED � RATED. WALL SHEATHING w/ 12 MIN; WOOD ROOF TRUSSES. . „ " CH BEAM T - 12d COMMON Y x3 ATTACH POR 0 CS18 w 7 1 dx1Yz ' a Y2 8d � 6 O.C. EDGE &FIELD. / PLAN VIEW PLAN VIEW SIMPSON LTT20B WIRE NAILS TAPCON SUPPORT POST w/ (2)HTS20. EACH END ' 48 � „ � - RECESSED IN SLAB ° CSD 4 O.C. SCREW „ O.C. STRAP '; AN :BE I STAGGERED a w/1i THREADED SUPPORT POST TO „ ATTACH SU INSTALLED ETHER::• I " g ROD EPDXIED 4 SOLE PLATE FOUNDATION WITH HTT4' FACE OF STD CS18 w/7-1Odx1Yz ANCHOR e z " w / 0x6 EMBED EPDXY ROD. U.O. J. EACH END 48 / a O.C. STRAP AN BE SYP#2 PT SOLE PLATE I' F C UPLIFT CONC. CONC. # INSTALLED EITHER CONNECTOR SLAB SLAB. BOX COLUMN F I .:FACE OF STUD MAY BE USED IN LIEU OF 4x4 OR 6x6. 8d 0 3" >.. ., :.:. .:.... FLOOR FLOOR FLOOR s WATER PROOFING AT ' TRUSSES T USSES TRUSSES DOUBLE LOWER `PORTION OF 0 JOIST. OR JOIST. TOP PLATE ELEVATION VIEW ELEVATION VIEW OR JOIST. 1 BOX COLUMN BY .BUILDER IF 'PT MATERIAL IS NOT USED. OPTION B BEAM SEE - OPTION A PLAN OPTION A OPTION B OVERLAP STRAPPING SHEATHING OPTION C DROPPED BEAM 5 FRONT ENTRY AMB FASTENING s BOX COLUMN DETAIL 7 WALL STRAPPING OVERBEAM s RAFTER TAIL DETIAL WHEN � wHar oTEo OiEO THIS DETAIL ONLY APPLIES WHEN NO ED ON PLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ' S0. 50. S0. KING STUD TO TOP PLATE: SDWC15600 SCREW. DOUBLE 2X4 TOP PLATE ..: 2X4 LEDGER `' FASTEN TO .RUBS TO TOP PLATE: TU w/2 -12d C MMONS WC15500 SCREW. SD 0 32 D.C. STUD TO TOP PLATE. STUD TO TOP PLATE: SDWC15600 SCREW. "SDWC15600 SCREW. "•O.C.0 32" O.C. HTS20 STRAP. 0 32 0`WRAP AROUND MAIN STUDS TO TOP PLATE STUD TO BOT PLATE: HOUSE TOP PLATE ROT PLA "E TO TRUSS L, SDWC15600 SCREW. 18 GAUGE 24 STRAP I v x LAG .SCREW 0 32 O.C. AT EACH, SIDE OF EACH Y 3YZ a HEADER TO JACK STUD. CORNER 6<TOTAL ROUND :.WASH WITH ER �- 1- STA24 _ M ACH FLOOR TRUSS ATE A DOUBLE 2X4 TOP PLATE MAIN HOUSE ALL �, ' 16 GAUGE 24 STRAP AT SAME ELEVATION :AS SHEATHING.: I AT EACH SIDE' OF EACH HOUSE TOP PLATE CONTINUOUS HRU I CORNER 6 TOTAL F CHIMNEY FRAMING { ) 2 USP HTT 6 1 AT EACH BoT PLATE FRAMING_SHEATHING! 1 WALL C . BOT PLATE TO FRAMING SEE CONSTRUCTION' OUTSIDE CORNER .� " BELOW CS180 32 O.C. BELOW CS180 32 O.C. SPECS'' 2 TOTAL STUD TO BOT PLATE: I MAIN HOUSE I' SOWC15600 SCREW. EXTERIOR WAL- ROT PLA ­E TO TRUSS `I TRUSSES PERPENDICULAR TO WALL ABOVE . " I "x3. " LAG SCREW 0 32 O.C. E Y4 Yz 1-1 VIRO ND% WASHER WITH ; 24 O.0 DOUBLE 2X4 STUDS AT CORNERS U. FLOOR USP HTW20 STRAP. WRAP I FRAMING I AROUND MAIN HOUSE TOP PLATE HTS20 STRAP. ..; i WRAP AROUND MAIN - I HOUSE TOP PLATE MAIN HOUSE I EXTERIOR WALL 18 GAUGE 24 STRAP iv AT EACH SIDE OF EACH I CORNER 6 TOTAL) ) TRUSS OR BEAM PARALLEL TO WALL ABOVE _ USP HTW20 STRAP. WRAP AROUND MAIN HOUSE TOP DOUBLE 2X4 TOP PLATE I DOUBLE PLATE WALL STRAPPING DETAIL WALL STRAPPING DETAIL AME ELEVATION ;as MAIN HOUSE s WALL. 5TRAPPING DETAIL rrHEN 10 � T1 AT s � - 2x4 STUDS HOUSE TOP PLATE 1 TOP PLATE TED' ATTUCORNER' OTED OTED I S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL-0NLY APPLIES WHEN N TED' ON PLAN' S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN „ (2)2X6 HEADER :- 2X4 STUD 0 16 ABOVE CHIMNEY w I I OPENING -4 i (2)2X— STUDS Ir -ROOF SHEATHING PER CONSTRUCTION SPEC's MAIN HOUSE WALL i 1 SHEATHING HTT5 (1 AT EACH CONTINUOUS' THRU 10d COMMONS �> OUTSIDE CORNER, ' 1/2 x1Q S.S LAG BOLT. I CHIMNEY FRAMING FASTEN STUD TO MAIN 0 6"o. c 2 TOTAL) I HOUSE STUD w/2 -ROWS OF 12d COMMONS 0 12" O.C. 2x6 SPF#2 RAFTERS ... I WALL HEATHING CSD 24 o.c I SEE CONSTRUCTION I SPECS 2X4 STUD 0 16" 2x6 SYP#2 LEDGER H2.5T w/2 -1/4"x6" SDS SCREWS 0 16"O.c ELE :ATION SOLE PLATE ANCHOR PLAN (MINIMUM 2 PER SIDE) SIDE OF BUILDING ATTACHMENT WOOD BEAM PER PLAN 6x6 POST SEE PLAN (2)H2.5T CH NEY FRAMIN 12 IM _ , 4x4 HORIZONTAL LEG 4 3-10d TOENAILS „ S0.2 � x8 LAG SCREW EACH SIDE RECESSED 4x4' DIAGONAL Wx8" LAG SCREW RECESSED 4x4 VERTICAL ALL EXPOSED METAL CONNECTORS AND ,._ FASTENERS SHALL BE STAINLESS STEEL 13 SHED ROOF - BRACKET DETAIL O`FFICE COPY S0.2 SCALE: 3/411 /41 1 - —0' ro : TA' T •. O Q r r"r Al -t � i 0A+ aaa♦ , 9 Q L aaa� �fit u►nru �m+►uc+► I Ch P -risto h, t I S'abourin PE FLI PE#71461 I REVISIONS BATE i _I C I LPA No. TOLL -18-00001 C NTROLN o. 4669 SHEET S,0.2 SHE T3 OF 9 J SYMBOLS LEGEND - - - - DESIGNATES: FOOTING LINE - - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL " 717//�� DESIGNATES SLAB RECESS Hss elates, Inc. 73' -2�� 420 sceola Avenue x 6e ' h FloridaJa ac , 32250 8,-0" 65 Ph. 242-0I908 Fax. 241-9557 » FL. CA # 8344 SC. CA# 3579 7'- 0 8-4 4)-10$$ol - I J'_0 a� I - , 1PIPi1PPIPPI N �r r rrr 9 1 1 3 r > H B err CEAA,, •� y S1.01 S1.01 CD S1.01 S1.01 `Z a. rr s' I ci STAT �jy�Cl •••o....•.• "o Oma. 11Q1p111�AL EN ?N4�gsagrwu���►\\ ) r ChristoP � h`Sahourin PE F LI P E471461 _I I REVI IONS DATE FI�ELDJ ALTERATION CONI RACTQR SHALL CONTACT LOU PONTIGO $ASSOCIATES PRIOR TO -. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH C C MAY VARY .FROM THE I. TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS. ANY FIELD ALTE ATIONS MADE PRIOR TO .BEING APPR )d B VE Y LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONALENGINEERINGOR INPECTION FEES. I i T Z V Lf) Uj Lf)I W Q i L_ W j 7U Uj Z I 01Z a. ILLI. W I Ln 1 D _LjJ N u:: a HB _ r 9 1 3 S1.01 51.01G) W - 1 1 1 - • 0 7-0 4 3 - � I 0 x 4„r , m lo W 8)-0)) 48 6 8 0 8 8 ., 7,3'- 2 I -OU DATION LAN - t DO NOT L O SCALE DIMENSIONS FROM THESE DRAWINGS. IFAI D MENSION IS UNCLEAR REFER TO THE AkCHiTEC U RAL DRAWINGS OR CONTACT THE E.O.R. L F PLAN NAME FOUNDATION PLAN O ON FOOTING SCHEDULE AND NOTES TERRA 0 CARIBBEAN SCALE:. 1/4" ,- 1'-0" DESIGN/ RAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM /LAP F2.0 2'-0' 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2-6 3- 5 EA. WAY BOT. 1 -0 # 01:10.18 F3.0 3- - 3- 5 EA. WAY' BOT. 0 3 0 1 0 # SCALE „ .. 4- 5 EA. WAY BOT. F3.5 3 -6 3 6 1 0 # S NOTED F4.0 1 4 -0. 40 1 -0 4-#5 EA. WAY' BOT. LPA No. TOLL -18-00001 F4.5 4 -6., 4'-6,, 1 -0 4_ #5, EA. WAY BOT: 1. THIS FOUNDATION- PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE C NTROLN o. .FOUNDATION. FOR GENERAL FEATURES DIMENSIONS, CONDUITS ELECTRICAL EMBEDS _ STEP HEIGHTS ECT. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4669 r REFERENCE ONLY. SHEET 4. IN ACCORDANCE w LOCAL BUILDING CODES. 2. FIGS. & FND. SHALL BE / I Y 0 3. SOIL COMPACTION .AND FILL SHALL BE COMPACTED TO A MIN:' OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHE T 4 OF 9 I r 6 ® N O S1.01 I I 3 I I � S1.01 I I MONO FOOTING TO II .. I 6 S1:OT _ 00 L I 4 STEMWALL w/ 2-#5x30 I L DOWELS EPDXIED 6 MIN. 78 I . S1.01 1 _6 0 161-7p) I PAVER S `OTHERS I t i I sawcuT I o Q /119 BY r7 O 51.01 -Ij-- ISOLATED FOOTING 51.01 .. SIM: 0 10B I _.._ SEE DETAIL -- -` -- -J` �- Q, S1.01 - - 11 S1,01 TYP. h / c ) _ 0 6 I 7 I � S1.01 ^I S1.01 I 4 STAIRS BY �/6\ s1. a1 '`�-�:. F3.BUILDER 4 CONCRETE SLAB.w / SLOT:.. FIBERMESH C�? 1.5 LBS_ CU.YD. - F2.0 ( PAVERS I 3 3- = 8 OF CONCRETE OR 6x6 W1.4xW1.4 I I I L I s1.01 SL01 S1.0 _ WWF ON EMIL VAPOR BARRIER ' s1. 1 BY OTHERS ^ 00 O I I I a IN PREPARED GRADE. _�. DOLc I` I ^ r7 I I I � - --� PROVIDE #4x4 0 4 g I p ^ A 1- 2 _ SLIDING. GLASSDOOR < I CORNER ACK BARS - O o0 STAIRS BY FRAMES MUST BE RECESSED r, AT SLAB ID -DEPTH. S1.01 o S1.0 I ^L g - ,n UILDER I I I SEE ARCHITECTURAL PLANS �I I - I `n 6 I S1.01 0 I O I I- I FOR LOCATON OF SLIDING LcI 3'-9„ 3'-4„ 19,_9„ ��� - 5 _6 1 , 00 00 --� GLASS DOORS. 2' 2 10 ^ 1 -2 ISOLATED FOOTING I - - STAIRS BY SEEI F2.0 _ _a BUILDERF3.0A ^ co I u I 11/S1.01TYP.) I I MONO FOOTING T) J ^ O I STEMWALL w/ 2-#5x30 o DOWELS EPDXIED 6» MLN. �riF2.5 PROVIDE SAW CUTS PER 6 5/S1.01, BUILDER TO S1.01 ( - 9 COORDINATE WITH _Niii S1.01 FINISH FLOOR MATERIAL. _ I N N I S1.01 cO �- MONO FOOTING TO I STEMWALL w/ 2-#5x30 ) PEDESTAL O I I DOWELS EPDXIED 6 MIN. F2.5 PER 12/S1.01 r L no oI I II (2 PLACES) NL I ci STAT �jy�Cl •••o....•.• "o Oma. 11Q1p111�AL EN ?N4�gsagrwu���►\\ ) r ChristoP � h`Sahourin PE F LI P E471461 _I I REVI IONS DATE FI�ELDJ ALTERATION CONI RACTQR SHALL CONTACT LOU PONTIGO $ASSOCIATES PRIOR TO -. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH C C MAY VARY .FROM THE I. TENT OF THE ORIGINAL CONSTRU TION DOCUMENTS. ANY FIELD ALTE ATIONS MADE PRIOR TO .BEING APPR )d B VE Y LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONALENGINEERINGOR INPECTION FEES. I i T Z V Lf) Uj Lf)I W Q i L_ W j 7U Uj Z I 01Z a. ILLI. W I Ln 1 D _LjJ N u:: a HB _ r 9 1 3 S1.01 51.01G) W - 1 1 1 - • 0 7-0 4 3 - � I 0 x 4„r , m lo W 8)-0)) 48 6 8 0 8 8 ., 7,3'- 2 I -OU DATION LAN - t DO NOT L O SCALE DIMENSIONS FROM THESE DRAWINGS. IFAI D MENSION IS UNCLEAR REFER TO THE AkCHiTEC U RAL DRAWINGS OR CONTACT THE E.O.R. L F PLAN NAME FOUNDATION PLAN O ON FOOTING SCHEDULE AND NOTES TERRA 0 CARIBBEAN SCALE:. 1/4" ,- 1'-0" DESIGN/ RAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM /LAP F2.0 2'-0' 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2-6 3- 5 EA. WAY BOT. 1 -0 # 01:10.18 F3.0 3- - 3- 5 EA. WAY' BOT. 0 3 0 1 0 # SCALE „ .. 4- 5 EA. WAY BOT. F3.5 3 -6 3 6 1 0 # S NOTED F4.0 1 4 -0. 40 1 -0 4-#5 EA. WAY' BOT. LPA No. TOLL -18-00001 F4.5 4 -6., 4'-6,, 1 -0 4_ #5, EA. WAY BOT: 1. THIS FOUNDATION- PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE C NTROLN o. .FOUNDATION. FOR GENERAL FEATURES DIMENSIONS, CONDUITS ELECTRICAL EMBEDS _ STEP HEIGHTS ECT. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4669 r REFERENCE ONLY. SHEET 4. IN ACCORDANCE w LOCAL BUILDING CODES. 2. FIGS. & FND. SHALL BE / I Y 0 3. SOIL COMPACTION .AND FILL SHALL BE COMPACTED TO A MIN:' OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHE T 4 OF 9 I TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL. FRAMING ANCHORAGE PER. PER CONSTRUCTION SPECS. _ AND ANCHORAGE PER CONSTRUCTION SPECS. 5 CONTINUOUS PROVIDE CONSTRUCTION SPECS. CORNER BARS TYPICAL SOLE PLATE ANCHOR AT WALLS. GREATER THEN - , 12 HOOK. INTO SLAB. 1 5 CONT. PROVIDE » 8 CMU OPEN _BOTTOM LINTEL SEE 3 S0.0 / 4 0 HIGH NOTIFY E.O.R. SEE 7B S1.01 C ER R P _ ORN BA S TY / MONO SLAB FOOTING AT PORCHES,' » ( ) BLOCK w 1 5 CONTINUOUS 1 ---- / - # FOR TEMPORARY BRACING5 WHEN SPECIFIED ON PLAN. 2 , LAYOUT PLAN AND SEE ARCH PLAN , PERMANENT LATERAL _ � � SLAB ON SLAB ON GRADE, SUPPORT DETAIL. ; SEE PLAN. d GRADE ,.: , d.; , SEE PLAN. 4 , GRADE OR CONC. SEE PLAN. SLAB, d � _ \ \ 8 CMU STEM WALL 4 DOWEL TO MATCH VERT. °'f % \ SLAB ON E 0 R P N SLOPES TO DRAIN SE ARCH SH WE K STEMWALL SCHEDULE CMU REINFORCING COURSES 420 -r ;1a TO 6 #4 VERT. @ 48"O.C. 71 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. BETWEENEVERY OTHER COURSE. FILL CELLS SOLID. STEMWALL REINFORCING SEE q _ -, 4 VERTICAL DOWELS @ 24 O.C. / \ GRADE _ /r PLAN. MAI TA1N 4 MIN. SLAB THICKNESS. , d �, 90 BEND INTO FTG. - SCHEDULE w 6 HOOK INTO - \ y . i SEE PLAN ,- - FOOTING. LAP VERT REINFORCING \ 25 IF STEM WALL IS GREATER \ � Q \ THAN 3 LOUR -SES. 4 \ d , b CONTINUOUS CONCRETE / CONT. CONCRETE FOOTING • FOOTING T A S E 1 S1:01 S EMW LL E f 8 d x 16 w - 1 TORY w 2 5 CONT. \ » ' 3 CLEA R Q 10dx 20w 2 STORY w/(3)#4 OR 2 5 CONT. w » » – – ( )# 10 x20....,... r � U W/ # 2- 5 CONT. FOOTING SHOWER 00 NC S O ER RECESS � STEMWALL FOOTING 2 / 3 GARAGE STEM WALL S1RE UIR REQUIRED) .Q1 SCALE. 3/ 4 – 1_ S1.01 0 (IF REQUIRED) S1.01 ( IF ° 1» DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. d k CONTINUOUS (1)#5 f PROVIDE NOTES.. CORNER BARS TYPICAL __– ( ) 1) PROVIDE SAWCUTS T CREATE STEP, SEE r ,, APPROXIMATE 12 X 12 MAX. SQ. 12 HOOK INTO SLAB. d , . 2 SAWCUT` CONC. SLA ARCH: WITHIN 4 TO ,> MAX.) 12 'HOURS OF CONIC. PLACEMENT. (4 EQUAL TO SLAB TYPICAL WALL FRAMING KN THC ESS. AND ANCHORAGE PER 5 SAW CUT DETAIL 7B @ SLAB RECESS - 3 SPECS. SLAB ON GRADE, SEE PLAN. A S101 -- BRICK VENEER -1S WALL FRAMING - ACCEPTABLE WITHOUT LAB ON INCREASE OF FOOTINGa z – ✓ i a RADE, SIZE. - EE PLAN. w ;- 8 CMU STEM WALL W _ WALL FRAMING , / .n, _ STEP, SEE z x � 1 l� _ J 4 VERTICAL DOWELS @ 24 O.C. _ ._ Q SLAR.rtON a:, ;; # ER � _ � o ARCH: PLAN d SLAB ON � ,,�4 �. � 1 ,t �`� _. �. GRADE = _ \ 90 BEND INTO FTG. \ r �\ a'--. _ – _ ___ GRADE, o o z \,, �,,r � i SEE .PLAN �, - ..- � d SEE PLAN. g SLAB ON _-----_-- \ <'�,r�, d -- N, ALT. OOTING AT GRADE, -. \- a o \ .- �\ - �, ,\r\\ . � � ....BUILD RS DISCRETION. SEE PLAN. _ % 1 CONTINUOUS CONCRETE–Z""' ONCRETEROD d / / \ 3 C�? 48 0. C. R FOOTING _/ -- – I / CHAIRS T P. 5 L7tij7 \ 3» ( ) 3" CLEAR Q OPTIONAL 12 8 xl6 8 x16 1 STORY, w/(2)#5 CONT Li » 1–STORY, w/(2)#5 CONT. w/(2)#5 CONT. 10 x20 J 2 FLAIR »$„x » U 8 x20 20 2–STORY, w/(2)#5 CONT. w/ 2–#5 CONT. = 2–STORY,, w/(2)#5 CONT. r7 - MONOLITHIC EDGE F EARING T INTERIOR�7'MONO. FOOTING AT STEP-DOWN 8 MO G FOOTING 4 STEMWALL AT GARAGE s S1.01 SCALE: 3/4 – V-0” S1.01' S1.01 �.O TYPICAL WALL FRAMING a AND ANCHORAGE PER CONSTRUCTION SPECS. 3 „ TYPICAL MONO MATCH DOOR RECESS 4 PAVER BYFOOTING NOTES, WITH, SEE ARCH. OTH BOND BEAM w/1–#5 ERS1 11 SLAB- ON SEE DETAIL 8/S1.01. L4 A�. GRADE, d - 1L ,� . SEE PLAN. - - t .. SLAB ON _ � \� . �\ .- PAVING BY „ GRADE - <c _ / 8 MASONRY f _ � BUILDER -.__o » » SEE PLAN. _ CONCRETE STAND–OFF PAD TO �\ 12.x12 1 5 CONT. a - �, .`' STEM WALL w # \1–#4 ,, E.J: DETAIL 10B _ cn WOOD POST _ ✓ /' , �. MATCH ARCHITECTURAL COLUMN @48 O.C. _ _. MATERIAL L PER PLAN. GRADE OR CONC.\ � z � / / _ � DIMS. FOR BOX COL. w 3 1 1 s-` `� / SLAB SEE PLAN. II _, � / w ` HAIRPINS AT EA. CORNER & 3 TYPICAL ANCHORAGE 1 �_w SLAB ON �. 4 .\ b ALT.. TIN T FOOTING A CLOSED TIE AT TOP PER CONST. SPECS. -. `' ✓ w- SE PLAN. BUILDERS DISCRETION. / T PAD HOUSE _ PAVER BY \n -4 FINISH FLOOR OTHER —i7 i=ce rr 7 rr—n >—i Ti THICKENED EDGE — — — 8x8 • a � -I � �—� �—� � �— \�� A\ w 1–#5 CONT. DETAIL 10A 24 VERTICALS 8 O.C. 12" THICK x 20" WIDE w 2 5 CONT. / ( )# " ISOLATED FOOTING, 8 REINFORCING, CONCRETE FOOTING SEE PLAN SEE 'SCHEDULE. (SEE PLAN) PORCH STEM WALL PA X L THICKENED SLAB 11 ISOLATED FOOTING UNDER MONOLITHIC EDGE 12 DAT BO CO MNS SCALE �_o S1.01 �01 : 3 4 1 –0S1.01/ a Lou Christ'o Pontigo and Associates, Inc.,' 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 VV k%MRrl,r a.i IfNN.Wi*` ca , 0 o SAT• !iYt NA +ru®��ieun+ i P her ) Sabourin PE" F L; PE#71461 i REVISID� NS - DATE ATION TLS i e SYMBOLS LEGEND 0 - DESIGNATES SHEARWALL THE HIDDEN - == LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. .- 8d @ jDESIGNATES 8d COMMONS @ 3" O.C. EDGE & ,6" O.C. "IN THE FIELD DESIGNATE THE HEADER SIZE NUMBER R R OF JACK/KING KING STUDS NEEDED . (2)2x8 -T/2 K/ .: FOR SUPPORT HEADER. Lou Pontigo and I - BEAMAssaclates, Inc. OR TRUSS, .SEE PLAN ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 R Ph. 242-0 08 Fax. 241-955 °. 3i�„ A307 DIAMETER FULL HEIGHT 7 .r u THREADED ROD SEE DETAIL 12 S0.1 FL: CA # 8344 SC: CA# 3579 CHIMNEY 5 A307 DIAMETER FULL HEIGHT tfuftfftth s, /� THREADED ROD, SEE DETAIL 12 SO.1 POST DIRECTLY FRAMING SEE X / 13- 41VAL. (2)2x6. DETAIL 12/ S . 2. � », a• •, - - ., 3 i BELOW POST .ABOVE.. �- /au A307 DIAMETER THREADED • i- <: ROD. TERMINATES FLOOR � x TES AT FIRST . SOLID BLOCKING • PROVIDEI 2 2x6 ( ). � � TOP PLATE; SEE DETAIL 12/S0:1 WITHIN FLOOR SYSTEM. SPF HB STRUCTURAL �1 - R ATER (NATE A THREADED _ ■ 2 2x8 1 1 3 2x1 2 2 2 2x6 1 1 - 8 v, �) / O / POST. �) / BRACKT SEE DETAIL _ ROD TERMINATES AT FIRST FLOOR �_. 'L..7"'12/Sz 1 TOP PLATE, SEE DETAIL 0.1 13 SO.� 2 PLACES 2 2x8 1 1 .O - � may. � ♦♦.� .♦ ♦ � .--1 /, ♦ • .! Q SIMPSON HTTS SEE DETAIL 15 50.1 N i ♦i NA 00 �' x w SEE DETAIL ,-� > af11fN1f���1�� N m 1' SO.2. SIMPSON DTT2Z-SEE DETAIL 15/SO.1 I Q I 1 N I I I Chrlstoph e r j SaGourin PE N _I FL PE#71461 O I SIMPSON: LTT20B SEE DETAIL 15/50.1 \CD L wI FA TO W r7 x STEN P OF ALL STRAP HEADER EA. REV I NS I .. N I � WALL STUD SCHEDULE 0 DATE PER DETAIL 5E/S0.1. w M END 'w/ MSTA24 w 1 CJ p PLATE STUD SIZE N I I LOCATION & PACING Q \ HEIGHT S C LIJ N N 2 2x6 .M ( ) _ I 9 -1 2x4 SPF#2 @ 16 O.C. N x EXTERIOR # SPF## I CIA, MAX LtJ W .- I H X10 -1 2x6 SPF#2 @ 16 O.C. or Ul POST. ~ (n Q-' C� N N EXTERIOR „ I I I Q _W Z W ^ ✓ MAX' 2x4 SAF#2 @ 12 O.C. Z "� M I 1 H Z EXTERIOR 10 -1 TO " � T . „ 2x6 SPF#2. @..16 O.C. OSB` WALL I OSB: WALL SHEATHING <t � Q I 14-0 SHEATH CON TO FLOOR I; o to._o„ SHEATHING. -I � o- 2 1 I CONT. TO UPPER �- v U INTERIOR x4 SPF#2 @ 6 O.C. I 1 DECK. FASTS TO ALL o MAX WALL. OVERLAP FLOOR co 12 -0° 2xs SPF#2 �.is O.C. or L TRUSS MEMBERS W 8d x I-- INTERIOR # „ FIELDS ALTERATION (3)2X4 �, / Q MAX 2x4 SPF#2 @ 12 O.C. ' I 1 h Z I SYSTEM PER 1 /S0.1 c0 N z J S P F 2 COMMON @ 3 O.C. DO x O D 'NA7ES CONTRACTOR SHALL CONTACT LOU N 5711 PONTIGO ASSOCIATES PRIOR TO A 1-1- U W 1 POST (D I NOT BRE/1K SHEATHING d- 1. WALL STUDS SPECIFIED: ON PLAN SUPERSEDE THIS TABLE MAKING NY STRUCTURAL FIELD > ) OP PLATE ` W ( I MODIFICATIONS WHICH MAY VARY M AT DOUBLE I o ( m 2. MINIMUM STUD SIZE AND :SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL (n ) N I J - I CONSTRUCTION DOCUMENTS. ANY n SEE DETAIL CONTRACTOR MAY INCREASE STUD SIZE TO MEET \ I J J FIELD ALTS NATIONS MADE PRIOR TO I � W ARCHITECTURAL REQUIREMENTS. N jn J I Q i� 1 S0, 2, BEING APPR VED BY LOUPONTIGO & W 1 U' F- -- Q i ASSOCIATES MAY RESULT IN , I 3. SPF DENOTES SPRUCE SOUTHERN _1 l -1 ) ES S R CE PINE` FIR.. SYP DENOTES `! ✓ � .. (%� _ ADDITIO AL ENGINEERING OR C zx � YELLOW PINE.> Ia - "'j Z (/i INmcli _�._.._ 4. USE SYP 2 FOR ALL T PLATES. Q # OP PLATES AND SOLE In I L _ _ n Q -J 5:) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS x 2 2X6 TO CONCRETE SLAB w t6d MASONRY CUT NAILS @ 16 O.C. U MINIMUM. SEE 3 SO.0 FOR ADDITIONAL ANCHORS AT LL SPF 2 I / SEE 3 S0.1 FOR BEAM SHEARWALLS r % J STRAP HEADER EA. OfK POST. I � I NN. (TYPICAL) a CO ( L) I Z w N moi. N END w/ (2)MSTA24 o I OPEN TO I 1 COMBINED USE PANEL NOTES ABOVE I N N 1. EXTERIOR WALL SHEATHING SHALL BE CN) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING B BEAM FB01 ABOVE < I I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS - _ - - w GIRDER W 2 SEE SHEET 2 .2X6 •- -- FGO2 ABOVE --. T S0.0 FOR WALL SHEATHING ( ) 2 2x8 �, , o _ _ (2)2x1.2 W ( ) �, � _ _ _ 6x6 P.T. SYP 2 POST seEclFlcarioNs: SPF 2 m44 # IJ 6x6 P.T. SYP#2 POST I # SPF#2 � Q 2 2x8 DETAIL I m POST. ( ) w/ABU66, SEE 3. UPPER MOST TOP PLATE SUPPORTING ROOF W POST. w/ABU66. SEE DETAIL �____. N,I SPF 2 n, , # Al� 2/S0.1. (TYPICAL) MEMBERS SHALL BE `STRAPPED AS SHOWN IN 2/S0.1. (TYPICAL) , , m I POST. DETAIL I/SO.o l.L.� ' LL I, s • TRELLIS BY 4. INSTALL SOLE PLATE ANCHORS PER DETAIL �r W o N BUILDER 3/SO:O \11-1 N _ m N GENERAL NOTES V) N STRAP HEADER EA. 00 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. N END W/ MSTA2400 C14SEE WALL STUD SCHEDULE THIS SHEET FOR STUD `J x N SIZES AND SPACING. AT GIRDERS RS AND BEAMS, N E S BEAM/ GIRDER STUDS BELOW TO MATCH BEAM GIRDER ... t; PLIES: 2. SEE SHEET 0 0` J V J CM a L S FOR ROOF AND FLOOR C7 SHEATHING ` SPECIFICATIONS. In o ,� (2)2x12 � 3. WHERE FRAMING M MEMBERS CONSIST OF MULTIPLE - PLIESBEAMS HEADER, DER AND STUDS FASTEN .PLIES 3 2x6 6x6 P.T. SYP 2 POST TOGETHER PER DETAIL 6 S0.0 # .1 FOR BEAM C(2)2x8-_1/l] (2)2x8-1_/1 / a SEE 3 SO HBF#2-2 2 w ABU66. '-SEE DETAIL J P / ' 4. INSTALL .SOLE PLATE ANCHORS PER DETAIL NN. TYPICAL OST. CO (TYPICAL) W 2/S0.1. (TYPICAL).. 3 so.o 01 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0:1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 ; 7. AT PORCHES, SEE DETAIL 2/S0:1 FOR FRAMING AND HOLD DOWNS O 0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10 r END LENGTH. FASTEN , THIS END w 9=10d. I� Z WALL FRAMING --"'II w co Z I ��NO O"NAILS. REQUIRED FIRS FLOOR FLOOR! IN CLEAR SPAN TRUSSES 4 FRAMING OR "JOIST. 0 w LAN WALL FRAMING z SHEAR ALL NOTE: SW: 3/6 3µ I x CS18 STRAP w/ 10 SW:6 DESIGNATES SHEARWALL END LENGTH. FASTEN / THIS END w/ 9-10d. NAILI G 8d @ 3" EDGE AND 6 „FIELD" DO NOT SCALE DIMENSIONS FROM THESE DPAVVINGS.1F A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS SEE SCHEDULE ON CO TACT THE E.O.R. ON D ---TAIL 3/SO.0 NAME FIRST FLOOR FRAMING PLAN rTERRTACAR,B,EAN SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS` OTHER NOTED SHEA WALLS 24" O.C. (SW &@Y/6") SOLE PLT @ # WHEN NOTED ON PLAN SEE NOTE 2 1 INSTALL SOLE PLATE ANCHORS PER DETAIL 3/ O.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING S D 1 INSTALL SOLE PLATE ANCHORS PER DETAIL 3/ O.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING S 2 Ill51.3 t (2)2x6 BLOCKING FASTEN EA. END w () 4 10d TOE -NAILS. FT01 TS16 DESIGNATES UPLIFT CONNECTION. FRAMI 4G PLAN NOTE& 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. G 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET. S0.0: E>: 4. WHEN USING 2 H2.5T CLIPS ON 1'/2" WIDE LUMBER PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou... o Ass ci TRUSS FASTENING OETA1 LS 420 Osc lax. Beach, Florida 32250 Ph. 242-0908 F - Fax. 241 9557 F L: CA # 344C: S CA# 3579 CHIMNEY FRAMING SEE /n T RAFTER TAILS 5 DE AIL 1`2 S0. . / SEE DETAIL _ �l 0 �•� _ __ am 8 SO.21 10 TYP. • 2 NTS16 __� _ O a F09 s -- O O O NMM 7 M 6 7 6 M — rr M M MM N N N N ' STAT •. 00 O O O OO OOO' l L l LLLl F- f— l l F- H 1— H- H•• i� 4 - s • O r a w • tI � N • • V FOB � R1 S N AL a C DIRECTLY SHEC� ROOF SEETOP PLATE TO W TRUSS r 'FOB U 0 DET SDWC15600 STUD SDWC15600 I ,.�— L 12 I AJ sa.2 I Chrlsto h P +' ) Sabourin ['E FLI PE#71461 F 08 SHEATH WALL CONT. T USS TIE DOWN WITH SIMPS ON SDWC REVI DATE THRU °'LOW ROOF TO _2ND , IONS LEVELBOTTOM PLATE F08 _ .� I Rafter to To Plate shown OSB BLOCKING- PER P DETAIL 5E Truss to Top Plate similar F08 S0.1 III ill / H TS16 OR �2 ) 23'z Optimal 2 ' (2)MSTA24 I P F08 SHEATH WALL CONT. LL � THRU LOWER 'ROOF TO ,; 1ST LEVEL BOTTOM PLATE _ F08 1 10 f I IELD AI S0.1 I CONTRACTOR 5 ISTUD DIRECTLY PONrIGO Ei AS F08MODIFICATION!o � I BEL W. TRUSS MAKING ANY Y2Max FROM THE INTE 1 _ _ THD46 LL� CONSTRU TIOf FIELD ALT AT ER Fol —SHEATH WALL CONT. I BEING APPR VE _ SDWC15600 TOP PLATE TO Associ TEf THRU LOW ROOF TO 2ND (2 HTS1'6 L STUD SDWC15600 Ab I II oN AL PE(LEVEL BOTTOM PLATE. THD46 F07 - I�L 'k Note. 1. Sloped–roof rafters may be sloped u to and including y P P 9 cfl d d d d d d 12:12 itch and must be "birdsmouth° cut. THD46 O T r r' P LL ti 2. Reference detail 4 for installation instructions. ti ti tL LL u_ F07 LL I 1 RAFTER TAILS R M 426 cJ � i SI PON DW THD46 S SDWC INSTALLATION RANGE FRAME U PER LEVEL CONT: 1 5.1.2 SEE DETAIL:.:.. C, S0.0 I N N N F05 I to Itil On a O O F LEVEL TOP PLATE F07 OSB BLOCKING PER _ � _ � = u_ FROM 1ST DETAIL 5E S0:1 � � TO 2ND EVEL TOP PLATE. �� THD46 co co N 2 2x8 SYP 2 BLOCKING' DO RAME KNEE WALL -- >- ( ) # NOT w _jl TO ACCEPT STRAP CSD FLOOR SYSTEM ELEVATION. ' I— F07 I— � � R Q , `J I FROM ABOVE. FASTEN 2 1 R S ( HTS 6 W J FB01 THD26-2 EA. END w/ (2)A34 ` -- --=-- f O F02 4US rlo HEATH WALL CONT. oc log � HRU , LOW ROOF TO o I cn o W F02 GIRDER BELOW. JIUS24 J f J Ll ■ F02 0 0 Q 5jj cn I � t I r> US24.: Sd. d Foe SHEAT WALL CANT. w z � RECOMMEN THRU OW ROOF' TO I STD NOT DIRECT F02 RECOMMENDED DED BEAM BELOW �usz4 BLOW TRUSS 2x6 STRONG 2x6 STRONG RAFTER TAILS L SDWC15600 SE DTAILBAC S BACKS Ii � F02 �- Note. Reference detail 2a for installation atlon an le limit 'US28/SO.2 (TYP.) FOZ Q ICD CD INSTALS WC LATION 1p _ TRELLIS BY 53 F 1 BUILDER Rafter to Top Plate shown 1 —IF HB S0.1 (Truss to Top Plate similar) 5 0 S0.0 ti o 2 t� STUD NOT DIRECTL I` 1 BELOW TRUSS Do not install SDWC in hatched area Products -¢Manuf =Plot D Length Product Plies Nett Qty _ R FB01 23-04 0 nCENTERO LVL 2.OE 1 3/4 x O O o FB02 19-07-00 onCENTER® LVL 2.OE 1 3/4" x .0 2 2 0" 2 2 PORCH CEILING SHEATHING THD46 6 8 AT BOTTOM CHORD OF 1 TRUSS SEE 2/S0.1. S1.3 r Or— �l 2 _ SO. 1 RAFTER TAILS SEE 8 S0.2 DETAIL TYP. I r r. 2 Ill51.3 t (2)2x6 BLOCKING FASTEN EA. END w () 4 10d TOE -NAILS. FT01 TS16 DESIGNATES UPLIFT CONNECTION. FRAMI 4G PLAN NOTE& 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. G 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET. S0.0: E>: 4. WHEN USING 2 H2.5T CLIPS ON 1'/2" WIDE LUMBER PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou... o Ass ci TRUSS FASTENING OETA1 LS 420 Osc lax. Beach, Florida 32250 Ph. 242-0908 F - Fax. 241 9557 F L: CA # 344C: S CA# 3579 CHIMNEY FRAMING SEE /n T RAFTER TAILS 5 DE AIL 1`2 S0. . / SEE DETAIL _ �l 0 �•� _ __ am 8 SO.21 10 TYP. • 2 NTS16 __� _ O a F09 s -- O O O NMM 7 M 6 7 6 M — rr M M MM N N N N ' STAT •. 00 O O O OO OOO' l L l LLLl F- f— l l F- H 1— H- H•• i� 4 - s • O r a w • tI � N • • V FOB � R1 S N AL a C DIRECTLY SHEC� ROOF SEETOP PLATE TO W TRUSS r 'FOB U 0 DET SDWC15600 STUD SDWC15600 I ,.�— L 12 I AJ sa.2 I Chrlsto h P +' ) Sabourin ['E FLI PE#71461 F 08 SHEATH WALL CONT. T USS TIE DOWN WITH SIMPS ON SDWC REVI DATE THRU °'LOW ROOF TO _2ND , IONS LEVELBOTTOM PLATE F08 _ .� I Rafter to To Plate shown OSB BLOCKING- PER P DETAIL 5E Truss to Top Plate similar F08 S0.1 III ill / H TS16 OR �2 ) 23'z Optimal 2 ' (2)MSTA24 I P F08 SHEATH WALL CONT. LL � THRU LOWER 'ROOF TO ,; 1ST LEVEL BOTTOM PLATE _ F08 1 10 f I IELD AI S0.1 I CONTRACTOR 5 ISTUD DIRECTLY PONrIGO Ei AS F08MODIFICATION!o � I BEL W. TRUSS MAKING ANY Y2Max FROM THE INTE 1 _ _ THD46 LL� CONSTRU TIOf FIELD ALT AT ER Fol —SHEATH WALL CONT. I BEING APPR VE _ SDWC15600 TOP PLATE TO Associ TEf THRU LOW ROOF TO 2ND (2 HTS1'6 L STUD SDWC15600 Ab I II oN AL PE(LEVEL BOTTOM PLATE. THD46 F07 - I�L 'k Note. 1. Sloped–roof rafters may be sloped u to and including y P P 9 cfl d d d d d d 12:12 itch and must be "birdsmouth° cut. THD46 O T r r' P LL ti 2. Reference detail 4 for installation instructions. ti ti tL LL u_ F07 LL I 1 RAFTER TAILS R M 426 cJ � i SI PON DW THD46 S SDWC INSTALLATION RANGE FRAME U PER LEVEL CONT: 1 5.1.2 SEE DETAIL:.:.. C, S0.0 I N N N F05 I to Itil On a O O F LEVEL TOP PLATE F07 OSB BLOCKING PER _ � _ � = u_ FROM 1ST DETAIL 5E S0:1 � � TO 2ND EVEL TOP PLATE. �� THD46 co co N 2 2x8 SYP 2 BLOCKING' DO RAME KNEE WALL -- >- ( ) # NOT w _jl TO ACCEPT STRAP CSD FLOOR SYSTEM ELEVATION. ' I— F07 I— � � R Q , `J I FROM ABOVE. FASTEN 2 1 R S ( HTS 6 W J FB01 THD26-2 EA. END w/ (2)A34 ` -- --=-- f O F02 4US rlo HEATH WALL CONT. oc log � HRU , LOW ROOF TO o I cn o W F02 GIRDER BELOW. JIUS24 J f J Ll ■ F02 0 0 Q 5jj cn I � t I r> US24.: Sd. d Foe SHEAT WALL CANT. w z � RECOMMEN THRU OW ROOF' TO I STD NOT DIRECT F02 RECOMMENDED DED BEAM BELOW �usz4 BLOW TRUSS 2x6 STRONG 2x6 STRONG RAFTER TAILS L SDWC15600 SE DTAILBAC S BACKS Ii � F02 �- Note. Reference detail 2a for installation atlon an le limit 'US28/SO.2 (TYP.) FOZ Q ICD CD INSTALS WC LATION 1p _ TRELLIS BY 53 F 1 BUILDER Rafter to Top Plate shown 1 —IF HB S0.1 (Truss to Top Plate similar) 5 0 S0.0 ti o 2 t� STUD NOT DIRECTL I` 1 BELOW TRUSS Do not install SDWC in hatched area Products -¢Manuf =Plot D Length Product Plies Nett Qty _ R FB01 23-04 0 nCENTERO LVL 2.OE 1 3/4 x O O o FB02 19-07-00 onCENTER® LVL 2.OE 1 3/4" x .0 2 2 0" 2 2 =Floor Truss Connector List -¢Manuf Product Qty USP MSH426 4 P THD46 6 8 USP THDH28-2 1 Roof Truss Connector List Manuf Product Qty USP JUS24 USP THD26-2 15 1 TRUSS / ROOF RAFTERNOTES.. STRAPPING NOTES SDWC15600 1, STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600Overhan 1 1/2" MIN SCREW U LESS OTHERWISE NOTED 2 MAX SD C IN STALLATION RANGE F L C ROOF A J4"" Rafter or Truss P IC 9e minimum e distance for full values (with or Splice may be in upper or ! without a plate lower plate splice) DO NOT SCALE THESE DRAWING V V 2 FLOOR WALL UNCLEAR f Y" from top plate , r ARCHITEC UR ST DS. SET ON Co AC D BLE TOP PLATE splice Offset for full values. STUD NOT DIRECTL FLOOR AND ROOF TRUSS PLACEMENT PLAN BELOW TRUSs7rT7ERRA'0 SCALE 1/4 V-0- DESIGN/DRf PRE' -ENGINEERED CS WOOD ROOF TRUSSES. 2x6 OCKING j BETW N EA. TRUSS SDWC AT TOP PLATE SPLICE 01. S( AS LP. TO L-' C Nl 1 4 SI '1 SHEET i i ,1NAL ANY OR TO 'IGO & N )p SYMBOLS LEGEND it DESIGNATES SHEARWALL THE HIDDEN --=- THE LINE DESIGNATES SIDE OF WALL ,. SW: 3/6 A SHEARWALL SHEATHING TO BEPPLIED. . s, 8d @ DESIGNATES 8d COMMONS @ 3 O.Q. EDGE & 6 O.C. IN THE ,: ^ FIELD„ DESIGNATES THE HEADER SIZE, NUMBER >, OF PLY'S & JACK/KING STUDS NEEDED 4 (2)2x8-1/2 .FOR SUPPORT HEADER. L... •� . ;� :exk, .,.. Loin Conti o and 1 Ass BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 1 420 Osceola Avenue ax. Beach, 25 c Floridaa3 0 Ph. 242-0908 Fax. 241-955 s A307 DIAMETER FULL HEIGHT % THREADED ROD EE DETAIL 12 S0,1 FL: CA # 344 S : A s / SC: 3579 A307 DIAMETER FULL HEIGHT 00 00 X5 THREADED ROD SEE DETAIL 12 50.1 CHIMN Y /�5 / 2 2x6 SPF#2 Ln + ' ( } # Ln V) FRAMING SEE G ...«. S POST. STRAP - - TO 3 A307 DIAMETER THREADED »• •• may/ DETAIL12 S0.2 �+ 2 2X6. :SPF 2 ROD TERMINATES AT FIRST FLOOR • �y .� • 6x6 P.T. SYP 2 POST SET BELOW w CS18. __ _ �► W » C% # SHEATH `WALL .CONT. P s 1 TOP. LATE, SEE DETAIL 12/ 0. • p., DIRECTLY ON BEAM BELOW. STRAP ,POST. STRAP TO �. • � . THRU LOW "R0 ROOFTO N � LO 0 2 D ..� BELOW w CS18. ., o 2x6 1 . A307 DIAMETER THREADED 2 1 x6 1 1 1 .. TO POST BELOW w 2 CS18 / c) 2 2x6 1 / � �-, LEVEL `BOTTOM PLATE. (95 ROD TERMINATES AT FIRST FLOOR � ,, o TOP PLATE, SEE DETAIL 12/50.1 • . N TYP. SEE DETAIL 1/S1.3 SIATE C'P 00 0C 00� � o O SIMPSON HTT5 SEE DETAIL 15 S0.1'. '. ' C .Q RiDCN c, , / G , o, O 0reueun CO - SIMPSON DTT2Z SEE `DETAIL 15 S0.1 X F - (n / CS18 o N J ChristoR h 'r 1 Sabourin PE 18 Q � SIMPSON LTT208 SEE DETAIL 15/S0.1 FLI [ E# 7T461 cli w cli � I � Q REVI IONS (n DATE X I I � WALL STUD SCHEDULE N H- �.I - �; I ' (n STUD SIZE ZE LOCATION _ I HEIGHT &SPADING I' _- W „ CS18 I J H EXTERIOR 9 -1 2x4 SPF#2 ®1& O.C. Q MAX I 010.1 2x6 SPF#2 @ 16 O.C. or --I I EXTERIOR W MAX 2x4 SPF'2 @ 12 O.C. 10 -1 TO EXTERIOR 2k6 SPF#2 @ 16 O.C. d , _ _ I G 14-0 SHEATH WALL CONT. o _ - I 10 0 „ THRU LOWER ROOF TO INTERIOR 2x4 sPF#2 c� 16 O.C. I l MAX 2 2x12 0 xs 1s 1 .__ I VEL BOTTOM PLATE � 2 SPF#2 O.C. or CS18 I 1ST LE BO 12 0 # O INTERIOR ,, ffEtD ALTERATION. f MAX 2x4 SPF 2 @ 12 O.C. I: I � J . - ..CONTRACT R SHALL CONTACT LOU SEE 3/S0.1 FOR BEAM � sn;in No>rEs J V- PONTIGO ASSOCIATES PRIOR TO CONN. TYPICAL \ J 1: WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING NY STRUCTURAL FIELD (TYPICAL) I- � I Q-MODIFICA IONS WHICH MAY VARY. FROM THE I TENT F THE ORIGINAL 2: MINIMUM STUD .SIZE AND SPACING ARE SHOWN. N O EORG W W x ) � ---- CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION ❑ocuMENTs: ANY > N X � F-- FIELD ALTERNATIONS MADE P I T ) ARCHITECTURAL REQUIREMENTS.PRIOR O N I Z O O N � W .,:.. BEING APPROVED BYLOU PONTIGOfr �✓ Q r - 6x6 POST. STRAP N I I UI ASSOCIATES MAY RESULT IN 3. SPF DENOTES SPRUCE PIN: FIR_ SYP DENOTES SOUTHERN .� Q ) E Q ADDITIONAL ENGINEERING OR I YELLOW PINE TO POST BELOW INSPECTION FEES, SHEATH WALL. CONT. I oo n CS18 T W 2 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. N N �. _. _ ) # N THRU LOW ROOF TO 2ND CS18 c' S 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS i 7 ) LEVEL BOTTOM PLATE. �. � � � TO CONCRETE SLAB w i6d MASONRY CUT NAILS ,@ 16 O.C. MINIMUM. SEE 3 SO.0 FOR ADDITIONAL ANCHORS AT I I SHEAR WALLS Of CC cV f OPEN TO X COMBINED USE PANEL NOTES X N 1-. LD BELOW N cV 1. EXTERIOR WALL SHEATHING SHALL BE U C 18 @BOTTOM OF STUD � -� �,, - -(Z CS18 I N CONTINUOUS FROM BOTTOM PLAT UPPER MOST _ _ HEATH WALL CONT. ' ... E To E WHERE NOTED. SEE DETAIL v 1 6X6 P.T. SYP#2 POST SET _ I TOP PLATE: SEE :DETAIL 1 /S0.1' FOR SHEATHING THRU LOW ROOF TO I ABOTTOM:RIGH F: P SPLICE LOCATIONS FOR MULTI STORY CONDITIONS s T 0 .AGE To ..DIRECTLY ON BEAM BELOW. STRAP � W � GIRDER BELOW. , TO POST BELOW w 2 CS18 2, SEE SHEET so.o FOR w LJJ / ( )� c, 2 2x12 E ALL SHEATHING SPECIFICATIONS. I N i - - -- Q (TYP.) SEE DETAIL 2/S1.3 I ___.�. � OIma 5 I(2)2x6--1/13 _ G UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS S \ .-...�,___.._-._._... SEE 3 SO.1 FOR 'BEAM HALO BE STRAPPED AS SHOWN IN CS1 � I , I / I , CONN, TYPICAL' DETAIL 1 S 0.0 I (TYPICAL) W W I of 4. INSTALL SOLE PLATE ANCHORS PER DETAIL C11U \ W I O W. I STRAP WALL TO � 3 S0.0 7 Z 1 / I J 0 TRUSS BELOW PER x _�'S I J J N DETAIL 7 S0.2. D GENERAL 0 RA NOTES Q d / J r liJ J - M 1. SEE DETAIL 2 S0.0.FOR WA N DETAIL. LL FRAMING D Z / Z 1� Q SEE WALL STUD SCHEDULE THIS T FOR STUD CS1$ \ I ,� Q SHEE 0 U W` r I- �. (� SIZES AND SPACING: AT GIRDERS AND BEAMS,.. -W F - Q PROVIDE STUDS BELOW TO MATCH CH BEAM ` GIRDER L d : (n W Q: I 1�1� I co CD° PLIES:: /2 2X6 SPF 2 Lam' ) X 1 N 00 POST. STRAP TO'. 00 00 00 ,-, z. s I SEE HEFT 0.0 FOR N 5 .ROOF AND FLOOR un BELOW w CS18. s SHEATHING SPECIFICATIONS. ca � c� / v c� v v � 2 2x12 G � 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE _. PLIES BEAMS HEADER, D R AND STUDS PLIES LIES�i _ TOGETHER PER TAI _ E DETAIL 6 So.O OR BEAM 2.2x6 1 1 2 2x6 1 1 2 2 ,8 1 1 x12 2 2 2x6 SPF#2 / SEE 3 ,SD.1 F 2 2 2 SHEATH` .WALL CONT. CONN.TYPICAL ) POST. STRAP TO THRU LOW ROOF TO 4. INSTALL SOLE PLATE ANCHORS PER `DETAIL rrN ( W BELOW w SO 00 CS18. _ / / BEAM BELOW. 3 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5 S0:1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT t TERMINATE BETWEEN TRUSSES, SEE 5A SO.1 y 7. AT PORCHES, SEE DETAIL 2/50.1 FORFRAMING AND HOLD DOWNS a n V CS18 STRAPPING DETAIL J U -1 CS18 STRAP. w/ 10,. L END LENGTH. FASTEN THIS END W/ 9-10d. z w WALL FRAMING. � � WALL ` Z 0 J SHEATHING. EXTERIOR EXTERIOR , BEARING WALL. BEARING WALL. I 2ND STORY POST SET No NAILS REQUIRED SECOND 16d COMMONS @ � 16d COMMONS @ I IN CLEAR SPAN DIRECTLY ON BEAM 2 2x6 SYP 2 ( } # T FLOOR 8 ON CENTER LO 8 ON CENTER TRUSSES OR WALL SHEATHING. BLOCKING. FASTEN 2ND STORY POST SET 2x4 BELOW BL G E OR :JOIST.. II N OSB BLOCKING DIRECTLY ON BEAM BLOCKING EA END w E / 1? o FLOOR SHEATHING Z FRAMING OW AROUND BETWEEN EACH I BEL (4)10d TOE -NAILS WALL FRAMING � W ti R FLOOR SHEATHING TRUSS. SEE 5E o 'OSB BLOCKING 5E/S0.1 I � POST` / , LAN `BETWEEN EACH FLOOR CS18 STRAP w 10" 2x12 BLOCKING FLOOR 2x4 BLOCKING 2x12 BLOCKING - TRUSS. SEE 5E S0.1 I ,__. END LENGTH. FASTEN AROUND POST SHEATHING. : _: BETWEEN EACH I SHEATHING. t - THIS ENS W s-1od. BETWEEN EACH :: / I I DO NOT SC LE DIMENSIONS FROM JOIST JOIST THESE DRAWINGS. INGS IF A DIMENSION IS - UNCL AR REFER TO THE » 4SEEq : t c 1 SO.1 RCHITEC URAL DRAWINGS OR �:"FLOOR PORCH BEAM Co TACT THEE.o.Iz: BEAM TRUSS PARRA LE PORCH , SEE PLAN:- I ;> ._.....__. :,::> :_.-. CONDITION F SEE PLAN. I , :_ : 1 AN NAME E I 5 COND FLOOR FRAMING... PLAN DIAGONAL BRACING C' rT7ERRA'O - CARIBBEAN SCALE; 1 4�, - 1 �_ „ 0 I DESIGN/ RAWN/CHECKED f SIMPSON 2 CS18 POST TO _,, --,I I MPSON ( ) WATERPROOFING Cs I<M /LAP POST TO --,--'I I SDWC15600 I S,DWC15600 / (2)CS18 SDWC15600 POST POST I SDWC15600- BY BUILDER � `DATE I r�t 01.10.18 I E,,TERIOR SCALE rl :.. .I B ARING WALL. s NOTED 1ST STORY EXTERIOR I _ � LPA No. ST. SEE �I POST. SEE 1ST STORY PO BEARING WALL.. TO L-18-000 1 PLAN. PLAN. I 4 0 C NTROL No. 4669 2E DETAIL SHEET 1 DECK. DETAIL DECK S1.3 S1.3 1.3 SHE T8 OF 9 r j ,: I i- i SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. ; FRAM14G PLAN NOTES - =1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0:0. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. 1 SDWC CONNECTOR.VIE �)3. F R GENERAL OESIGN SPECIFICATIONS SEE SHEET S0:0.4. EN USING 2 H2.5T CLIPS ON 1 WIDE LUMB R P IP �z E LACE CL S D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou onti3 o and As ciates Inc. TRUSS R S 420 Osceola Avenue FASTENING DETAILS Jaa: beach.. Floridar32250 Ph. _9557 F P .242 0 08 Fax. 241 - _ L. CA # $344, SC. CA# 3579 I 1 I I SIM. RAFTER TAILS ,1111 8 r lrru1r,r 2 m rry SEE DETAIL SO.1 sS`O.2 �+ in®�wa ®oo„. ,•`' `� .••". '�•Mf, '� /-a 8 S0.2 TYP. mm mm p �t mm o® w® r®; w (yam ♦ +4+' m �ammm woo � ` r %*. _ " aa�,�„o moo �t•� r.. 0 .sa"70 117 4tI a0 O r N d M r O O) .., P N N M M N N N M M h M M M M �'' N N s _ h V M 7 '74H H E- I- H H I- H F- 1- H F_ 5 . -O . T �_ s CEILING SHEATHING PORCH CEL H rCq 2 H TS16 o w o HTS16 2 HTS1 R , r h T CHORD OF ( } C� AT BOTTOM r , c3' , SU S T DIRECTLY , _ J� N _E ..TRUSS SEE 2/S0.1. ,. Al , TOP PLATE f TO BELOW TRUSS s L SDWC15600 STUD D as S WC15600 I _ , a C T I. h s t o he S bourin ['E P ) i, FL. PE# 7146.E 2 RAFTER C AFTE TAILS T USS TIE DOWN WITH SIMPSON SD WC REV[ } So.1 SEE DETAIL olus- - DATE SIM. 8 S0.2 TYP. Rafter to To Plate shown P Truss to To Plate similar Top P 2Yz VO4 8 RAFTER .TAILS, , i SEE DETAIL 1, S0.2 10 0 HTS 6 > 8 S0.2 TYP. 30' W to �S VT26 Al FIELD ALTERATION JUS24 CONTRACT R SHALL H CONTACT LOU STU DIRECTLY P ONTIGO ASSOCIATES:P i T H TS16 PRIOR O RAFTER TAILS SIM • , MAKING ANY STRUCTURAL FIELD II BELOW TRUSS - 2 MODIFICA IONS WHICH MAY VARY Y Max SEE DETAIL z Z FROM THE INTENT OF THE ORIGINAL 8 SO.1 CONSTRU TION DOCUMENTS. ANY 8 S0.2 TYP. FIELD ALTERNATIONS S0.1 S0.2 MADE PRIOR TO SIM. BEING APPR VED BY LOU PONTIG O& SDWC15600 TOP PLATE TO Assocl TES MAY RESULT IN STUD SDWC15600 AbDIT 10 AL ENGINEERING OR INSPECTION FEES. E t 0.2 S , Note.. 1. Sloped -roof rafters may be sloped u s o e to and including 6 L Y P u" r r r H TS16 a 12:12 pitch and must be "birdsmouth cut. _J�� SIM. _ I- I- H 2. Reference detail 4 for Installation Instruction _ s ,EJ2 u HTS1 2 0 6 S0.1 - 1 I Z S PSON SDWC INSTALLATION T NS A ON RA E �4 NG SIM. T HTS16 F7 S0.1 JUS24- U f y I T2 6 J N r _ EJ 2 u RAFTER TAILS y HTS16 TS16 W SEE DETAIL V03 _. H TS18 m m® Uj 8/S0.2 (TYP.) ��• o d .-.•� -- � � Awa ��_��• l m� m ® CLQ VO4 r 8 I W , PORCH .CEILING SHEATHING ,. I S0.1 S0.2 2 W SIM. S0.1 AT BOTTOM CHORD OF SIM. TRUSS SEE 2/S0.1. I I L 8 s ST D NOT DIRE CTL f0J LN S0.2 B LOW TRUSS. _I Z L.L r SDWC15600 lit PORCH CEILING SHEATHING RAFTER TAILS I Note. Reference detail 2a for installation angle W AT BOTTOM CHORD OF r� e Emit SEE DETAIL Ln l TRUSS SEE 2/S0.1. N / 2 HTS16 N 8 SO2 :TYP. N 11� 2 HTS16 ( N ( ) O N 5 VVC INSTALLATION' N N N N � i- I f i Rafter `' I t to To Plate shown a p a Truss' to To `PIsimilar) P_ Plate ` HTS16 RAFTER TAILS W 2 _8 SEE DETAIL S0.1 S0.2 0 ON 8 S0.2 TYP. SIM. / ( ) 0 STUD' NO I 1`L T DIRECTL W r BELOW TRUSS e. r Do not install. SDWC in hatched area - 0 0 SDWC15600 TRUSS ROOF RAFTERNOTES: STRAPPING NOTES U Overhang 112 MIN 1. STRAP TRUSSES AND F RAFTERS TO BEARING g ROOF 2 MAX WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SDWC „ INSTALLATION RANGE ROOF TRUSS 4 _c PL E Rafter or Truss ASC MENT "" . , , Ne minimum edge distance for full . LAN values (with or Splice may be in upper or without a plate P splice) lower plate �a DO NOT LE IM SCA DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEIAR REFER TO THE " - " ARCHITECTURAL DRAWINGS OR Y .from top plate_ _ splice Offset CO TACT?FIE E:O.R. P :for full. values i STUD NOT DIRECT AN NAM BELOW TRUSSE FTI ROO ROSS PLACEMENT PLAN rT7ERRA'O -CARIBBEAN SCALE. 1/4" - 1'-0" DESIGN/DRAWN/CH ECKED CS KM /LAP. Y- I � ,DATE SDWC AT TOP PLATE SPLICE 101.10,18 � SCALE I 14S NOTED LIA No. TO L-18-00001 C NTROL No. 4669 SHEET I Y �. SHEET OF 9 9