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1786 ATLANTIC BEACH DR - STRU. drawings I --- - I . - I I 1. I I: � - . : .1 I1��. ,.,�-,� - I I .�.I.�I I-� ,�.� 11. I� �I�M I �11��:!"� �I� �� ,! �.�i.i i I - . I � I . I I I I� .I I I I �� , � : i � I, I I � I . � � DESIGN SPECIFICATIONS USP CONNE("JOPS TYPICAL HEADER NAI= I TYPIrWAL DOUBLE TOP- 1. � 0.131X3" TOE NAILS TYPICAL TOP PLATE NAUNGD PLAIE SPLIQ7 - WINDOW SILL SCHEDULE DESIGN CODIE: DING UPLIFT I TYPICAL STUD NAILING: 2X$, 2x8 - (5) NAILS . 4#-O" MIN. SPLICE LENGTH ROUGH F)ROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PR I ,PRESSURES (PSF) CONNECTOR ' FL# CODE O-131x3" END NAILS: 2x1O, 2X12 --�:: (7) NAILS - FASTEN ALLTQP PLATES / (16) O.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH ENO . I CAR SYP SPF 9'* LVL, 11" LVL = (7) NAILS / (3) ROWS VENLY SPACED 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ,� �.. DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. TRIBUTARY INTERIOR EDGE STRIP (PSF): +16.3 . �p (2) 0 2x4, 14- LVL, 16- LVL - (9) NAILS OF .131x3 0 12* O.C. STAGGARD. I 4 6'-4* (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE I/ AREA (sf) ZONE (PSF) 0 cis = 4*-6" DOOR 450 450 (9)1 0�Xl' 2 � (3) 0 2x6, I I-- - I DESIGN LOADS: ACTUAL AND UNIFORM (8'x7') . -17.9 USP RT7 585 495 (5) J EA END (4) 0 2x8. I I SYP#2 -4 8'-4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS' 10 +18.2 -19.8 +18.2 -24.4 - - HEADER, -O* (3)2x6--T - ROOF FLOOR 1 2 CAR USP RT8A 775 650 (5)1 )dxl'/2* EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. 4'-O"l MIN. 4 12' S P�#2 (1)A35 + (4)12d TOE N-AILS] ROOF SHEATHING, 6"MAX. PER PLAN. .,., T -- ROOF LOADING (cd=1.25) (cd=1.00) 1 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 (7)1 )dx`11/2" EA. END - 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. i 'I I F - ..1. F - -r1rt �� -r I 0 1 TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12) dxl'/2" EA. END ALL WALL STUDS.. I T r-- I I IIII I � Lou Pontigo and 7 psf (ARCH SHINGLES) 10 psf I 100 +15.5 -17.0 +15.5 -19.0 -1 (1 6'x7') - . -110 SEE 5/SO.O. I �:-:I , I I I -- I . . . I TOP CHOR 20 psf (TILE SHINGLES) 10 Psf 1640 1455 (9)1�)d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED -----4--:- 1 Associates, Inc. LI 10 psf 0 psf 9 WI URE VALUES (ASD). THE 2065 2065 (13) Od EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL.-\ :::I HEADER �I I ft: ARCHED TRANSOM OPTIONo 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED By - I I - 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS Y. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"i I ROD TO FTG. 3. USE SYP#2 FOR ALL � -.M I rm FASTENED W/ 3-0.131"x3" ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 )d TO HEADER I I I --ma I I Is I I I I I 1:I r-- EA. END TYPICAL. Jax. Beach,Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5/ 1 -*-4 1 HEADER ,,-'-SHEATHING MAY EXTEND 2- Ph. 242-0908 Fax.241-9557 USP HTT16 4290 4290 all -&- \ 0.75m MAX ANY CASE 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH 5370 537 a ROD TO FTG. � 4. ALL WALLS SHALL BE --- I m�=l I I 1:- - .-r --\----� ro oo 01 PAST BLOCKING- WINDOW FL:CA#8344 SC:CA#3579 VE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 0 5/."1, ROD TO FTG. BALLOON FRAMED FULL I I I ARCHED WIND LOADING: HEIGHT TO ROOF OR FLOOR L-- - TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. 2535 5/."o ROD wl (1 2)16d BEARING ELEVATION, U.O.N. ON OPTION PER P- - MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/a"O ROD w/ (12)16d PLAN. TO TALLER STUD w/-� SEE RIGHT. JACK AND \1.1 � BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 D MINUS = SUCTION. BRACING BY OTHER. 2-ROWS OF 10d COMS KING STUDS, I (5)" mx2 0 12" O.C. "--� �� LL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE . 1545 1 . 1455 ----1 44 -'/4 TAPCONS I - OF � �- WINDOW SILL SEE SEE PLAN. ImI11110110411,11,11f, LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE FOR / 0*1`1 is . 1 4 � BY 0.75 WHEN COMBINED w/ DEAD LOAD. WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND **..W**m,*0b* -5� THE ABOVE NOTED POSITIVE AND NEGATIVE-PRESSURES. SIMPSON CONNECTORS \\-TYPICALLY %- FULL PLATE NAI=- I AT TWO STORY CONDITIONS, !F C #0 -,.�. -%,o- 0.4 w/lOd MASONRY CUT NAILS 0 �:11 .-�\G t IV -- 130 MPH � WINDOW SILL SEE PROVIDE SOLID BLOCKING *:%, BASIC WIND SPEED (ASCE 7-10) 11 . EACH END. Oz .- 110 �a � I. . I ; 48" O.0 MINIMUM. SEE! 0.1,310" TOE NAILS: WITHIN FLOOR SYSTEM AT ALL -, k if-, ..,. �01 1, UPLIFT - * .ZL-..* - 0 IMPORTANCE FACTOR --------------- 1.00 - - - I FOUNDAT10N PLAN ADDITIONAL RODS 0 6'-O" O.C. (3) 0 2x4, UPPER LEVEL POSTS & JACK = Cj a *6 6� 5.0 FT . a OR FASTENERS FL# CODE LLS No.71 0. " 0 SYP SPF -j (4) 0 2x6, I I STUDS. = : 9 -4 1 - = = * : : * ROOF PITCH ------------------- 7/12 A35 450 450 12-8d K1 1. I . 10446.4. . I I 1 (5) 0 2x8. I . = 19 * a 110 . 11 , ,, I .� "A"" - ,, I I� T � :� I I _j.� I I r j, I I . i = * a P-4 1 . �I ;K11 � I I . -1 F .,-,-,.-: ,1, " j I; I ,I' I I I.i ji a V I :):J.� lill � I :., ---------------- 11 I I -- I , -- to �� I� i -- �I i 11� jl� �,,.�:j k� BLOCKING ONLY REQUIRED I BUILDING CATEGORY �tl �� 1; I I , i,�J�;,; "I t i, I , . � � I I 47af I j I� -1 � i - . . 'I % I H2.5T 600 520 ;' ,,:,!1 I� E I I .11, 11 �� I ! 11 I 1; � �, AT SHEARWALLS AND-\ PT. SYP#2 . 04 , . V-4 -- B DENOTES EDGE�STRIP. i; �i:�, 7 I ,� , I 1i I' I :[ I I I � ING WALL & -0 �r �t ! I I HTS16 1150 1086 1 .i , ltj�-jo j Ek. , !-� I 1 16*56.6 1 ILAN,iFOR 'STUD SIZE STUCCO FINISH. SOLE PLATE. - "" I I I . SE "W � i . I � I . 1*0 * 009V ENCLOSURE CLASSIFICATION ------------ENCLOSED -..,OR 0, �5 . 1. I � . 11 -11.1k 1140110 *00 "..4 ---------- ± .18 ABOVE FOR V�DIMENSION MTS1 2 1000 860 , : 7-10d�114.- D' : 1 . 10456.3 L I �, F� �AND :O.C. SPACING. A � A I I I A - I I I A I I Li IF A I I . �E, -EN q �, I INTERNAL PRESSURE COEFFICIENT . � I I I I I . I . 1:-- WALL SHEATHING - . .-m-m ff 11 11 - . I , . . . .- I . .� . I - . . I " , � FV .., � . - . a tAil A L, ., - � . 4 1 I . � I . HTS20 1450 1245 �4-10 xll/�m 'EA. END �' i 13872.3 1� " �- - - 4�:.,..4 . . .,.I .4. .-�-. I �� :� �,. I- I . .I. .'t I-4 � ..-.1 . � .I ..,� ,. ..I . I . - � � I ,. . . ,.,- -I 0 . I . I � � I QQR .00KING SEE DETAIL 1/SO.1 I . �:-,.1. .,. ... '."...%�- �,. - ., - I i . 'I" 11 � 1. . . I ,�, .. 14 fts ... . � . . . . I � * I. .. - -.I .� "1111MIXIIIII 1 . . I . . I I � -,.j L � I FOR SPLICING - 4. .I . . ". 1* � "d I le .. I e . . .- � .1 , - � *�. .I�I.1:.. - - � .. . - I -- 1270: � � Od EA. . 13872.4 � I V -6.6- i �� . FOUNDATION, SEE PLAN � ,� ! - , . j"* .'� - -,4. ...A I - MSTA24 1765 9...A END, ,PTHIN FLOOR §YSTEM I It � I i I I . 16d COMMONS I I . 1 12" 'j 1� I.; Christopher j Sabourin PE MATERIAL SPECIFICATIONS I � ,. � I . '114 .. L�2 :- -3. . 01 , -f-a f- : 7 T I ABOVE. OPTIONS. I I_� 4 '011 �1t ,; - . -4-5-t I MSTA36 2050 1870 1-'1-1.. EA. END i � 13872.8 . I 0 80 O.C. � _ FL PE#71461 I I 0 1 1 1 . r----\- -I WALL FRAMING AT MING AT I MAX. M N. \-SOLE PLATE ANCHOR& V-- 18-16 J TO TRUSS/BEAM � ��, FLOOR SHEATHING FROM SOLE - �j i I PLATE CHANGE CONDI RA15ED HEADER CONDITION HARDWARE AND ANCHORS: cl) HTT4 3480 3080 11496.2 8d 0 3#0 i SEE SPECIFICATIO� . I ANCHOR BOLTS ac THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTU tot t 0'r 1-%"O ROD TO FTG. r 1. IS- \ I BUILDER MAY CHOOS I R -iT - ......m....mm%'4')II ASTM A 307 OR ASTM F 1554 GRADE 36. - 32-16d TO TRUSS/BEAM I Mr! F I . I it EITHER T OD WALL FRAMIN!Q AT r E�ISIONS DA-M I � WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 - 11496.2 r-------- i I IHIEADER CONDITION 0.R RAISED HEADER CONDITION.1 CONDITION � --"--- � I"L-I., il . -1 ,7.�'.� v-- 7 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/.10 ROD TO FTG. - �� ' LE I-' I I . METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I � I I TYPICAL WALL FRAMING �1, r-- E:=:- (`:z��, . I 1-:-:; ��- "� I I . :,7 LA.---',' 'I' ' �', 1'�-,:,.�� 12-01 6-10d TOHEADER I I I I I . . 0 1 1 1), ;-��, 1''. .-I " '!��,I EXTERIOR SHALL BE GALVANIZED. MEANS 6ND METHODS: WS28 930 780 10655.1113 1111 :== I L.j 1:��::',,,,.,.j , , I . �.. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I 1 1 -4 1 - :I i i I ;,..� i,i I .� .� . V - FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR . I I it I I . SOLE PLATE ANCHOR .I�!I 1 ii DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 4 14-16, TO HEADER --- -i ,I .t . '??I LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 1 10531.36 L---- - --i -, - Qft,HOLD DOWN. OCT 1 3 2016 ."': �'"" ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d� TO JOIST -/---- I 3x3xY4* SLOTTED I `��,I it, (U.O.N.) SEE 1/SO.1. .I 2-%��% il � THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT SYP DBL. \-SEE 5/80.0. WA iL ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 MIN 1084 1 9.6 TOP PLATE. . " _� BUTT OINT 11 (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 ;-" +�%-OROD, EPDXIED'6*'-MIN ' " ' *11084R.Z' "' ' � "�" - : - ' -�` 11 3x3xW SLOTTED � - �� I L-..00/ LIMITS OF STRUCTIJRAL ENGINEERING DESIGN RESPONSIBILITIES: I BLOCKING ONLY REQUIRED_/ 2-%!�-'s S � �' I --� I S I ON -,%**% SET N/A N/A ", SIMPSQN EPDXY-TIE 11506.4 AT SHEARWALLS AND + TO OUTSIDE r FIELL) ALT REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE ;k L 11 I I A � .� �,, I ��i . WALL SHEATHING STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. I 4 � 611 " STUCCO FINISH. --N\-� i�ii WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CON11NUOUS LOAD PATH FOR WIND UPLIFT, ,- ,1`tii.Ll� To �TU6*tAm/POST SEE DETAIL 1/SO.1 N --- A , WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING N I CONTRACTOR SHALL CONTACT LOU - LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING�ROOF FRAMING. ITEMS NOT DESIGNED I "I'll 1-140 :ROD TO'FTG. . -1 - � PLAN MEW PONTIGO a ASSOCIATES PRJOFZ TO SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOO ' AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 1 1 0-1 01 -,,,,�,'� i ,�1 , OPTIONS. -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD - MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TMSS-TO-TRUSS CON`kCTION, AND ANY ,�:�,� , L',�: ;132724j , FULL HEIGHT 12" W SHEATHING. I / SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY I ARCHITECTURAL, MECHANICAL OR t ELECTRICAL SYSTEM. I CS16 11705 1705 ' 11 3-8d 1 10852.1 , SHEATHING PT. SYP#2-/ � I . . . . . . .. . . . . . . . . . . . . . .. I FROM THE INTENT OF THE ORIGINAL I � I . I I .1 II i TO BE EPDXIED 4* OR X"Ox6m SILL PLATE. MAX. MIN. EXAMPL .. CONSTRUCTION DOCUMENTS.ANY , 9 ; "I i�i, � I � , � '.j I j 1, SIMPSON TITEN HD. . . . FIELD ALTERNATIONS MADE PRIOR TO _ . . .. r I � .� . .1 I I I EDG BEING APPROVED BY LOU PONTIGO& 11171 A .1 . . TI E w/ BLOCKING GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS "I .1. 11 -INTERIOR BEARING K .. ! - , 1:1 "' , � -Ns,�,�' ASSOCIATES MAY RESULT IN I �1-� '�., , WHERE REQUIRED BY . . � . �rl, I ,�,. ,A. ' 'r� . � TO UPPER WALLSEE SCHEDULE . . . .. DDITIONAL ENGINEERING OR " �,',!,i �.�� .:,7!, - , -1 i I TOP PLATE. I SECTION MEW GENERAL NOTES. A . , I 1, I I , 'It , I� -1 .- -1 -� . � I 1 � 'I, I FOR STUD SIZE I- . .. INSPECTION FEES. .1 I I. :: . .. .. - � . . . FLOOR! SHEATHING SPECIFICATIONS I I , :` ( 1: 1��if I '. 1,�,, ') �, �,., f" ! '�, . 'I ,P, -1 . � i� I , ; I . � � . I 1, ,I AND O.C. SPACING. I .. . OD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD �' .1, ', . I ' I I �- " . 4. . , I I I .: ,�?. I I I . /-\ . . . .. . . . . . . r �,�, I 1:,-i �'. I . I j- I . . . .... . . . . . I . i-- .. *...- . . : 1:. ).t I . I I . i WALL SHEATHING TO I �-. -1 �I � . . SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . �: . � � I � . .. . ROOF SHEATHING SPECIFICATIONS-. � ��,j !!;;,, ':�,��, 1 ,��'� � I � 1.� .r,A. �I' �,I . I � t � SUPPORTED EDG . � I . .,� . 1. . I RAISE N' FROM EXT. WALL SHEARWALLS 'ES, , * , SHINGLE- MIN. 7/16*, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C.- E(;(PE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4?' O-C, 'WITHIN 4*.-O" OF ROOF ItDGE). . 6: ;1, 1� WASHER . L � -. SEE DETAILS SEE DETAILS ANCHOR GENERAL NOTES I I ,, , 1. , � � � '8d 'o 3" , I - BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE . . I- � 1�� 1:.11 I -- - � � I . �, . I , / ON S1.101 ON S1.01 \\ ,I � . . .1. . . . I . - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C'. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACIN 4'-Om:O' ROOF EDGE). � .L�_1� I )rO EPDXY 420P 24" 3x3xO.229" 4" 2Y4" , ) G TO 4" O.C. WITHIN " r . . ___ _4 , * � . . I BLL � I 1,�,,� I-. �I., I . L � , F-- - -1 I`---- _ F-___��,- - -1 w/8d 0 3" O.C. EXAMPLE OF� UNSUPPORTED . . .. . . . z � "": 0"'OF ROOF EDG i I I I i I 1 i I VOW TITEN HD 42" 24" 1 3*3XO.229m1 _4)j* 1 2 N4" I (UNBLOCKED) PANEL EDGE--, .. . 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: * E). 1, � I I I . V.- . . '' - 2. I. . � I I - `,� - .. . � . ..". '' 7 ", I . I � ;. , A." , � . . ... -!.,.. . . . . : A * :A* I.'. .A- . . . ,, - . I 1. f . 1114 . ;o,�� I 11 � . I . . 4 . 4 I.. 4", "� 1., . . . , 11 & . (TYPICAL). . . . .. , I L' .� I , ,-, 1. . . . .16 . :� I NOTES: U LD - I I 1! I., I ,� , I I � , . ,�'1-I& . � I 4, - . I I i I WALL SHEATHING SPECIFICATION& . ,� ,� �, .; I . I 'I - :1 ;L'Am . ... ., � . % � .''. I . . I ,� . . . � I I A 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR1,WALLS AND'NADJACENT TO . I � -%-.., -,..-,-.��, ., *-. I I . .. , , . I . . . T", , . I I BREAKS AND KING STUDS. � ' * FLEXIBLE f1W.11-,LI±-MIN. 7/16", 24/16, APA RATED OSE3 OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d 0 V D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM B%0 , ,,'PL . : I I � , �.: 1.,,I 1.- � I I I I I I NAILING TO INTERMEDIATE . I I FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL Bt,,CONSIDERED BRITTLE FINISH. . 11.1 , � t L - -- -i L-------J . . . < Y) , ,� I SUPPORT 15 6" O.C. MAX.--*1 - ----�- ROOF B ft `' �L E TO:UPOER TOP PLATE. , i STUCCO FINISH-IMIN. 7/ " 2. WASHERS SHALL BE SLOTTED. 11, , 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" 6.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM �. 0 001 AT : � (LION). q 1,� I ., 1, -. � -111m �, . �! � I I TRUSSES. OR Uj �,- � � � I I I I -11 I � � : I . I - I I � .1 . I - -1 FLOOR JOISTS. . MASONRY SPECIFICATION& I L � ��i ��, 1,� : . i S446LE. STORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3*XY4" PLATE WASHER, A 3"X3"X1/." W1 11/,"o ROUND . T T . -05, AND SHALL BE CONSTRUCTED IN ACCYRDANCE WITH A0530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF I 1�� I , HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530 , " &ji� - '�s W!,'BRICK VENEER. :,! " ! I STEEL WASHER MAY BE USED, I . I' , � . , i, I 0 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT.'XN 8" To 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPEf'NOOTJ Y(BE E .. I . 1 ,,J' �; I , 61 , , i . I '. 11 - it ,��'. � � I � , , . : . 1 � I !, I . 1; , !ik , RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL FLASHING. . 11 . - I.1. .1 . � I . . �� , , , P � '%\ S .. * 11 - CONTRACTOR SHALL BE - I -m%km1 I I I I � ,,,� '<00,-�!I' A 'y . W.4'LL SECTIONS tl OLE PLATE ANCHOR DETAIL SCHEDULE I ,/�4ROOF AND FLOOR SHEATHING NAILING � I 'k!- W *�X�- i- 1 N . .. I I � I-, i I , ,� I I I SCALE: 3/4* - 1'-0* I I I , ,, 1 11::!,4*100,I -]�- V6.oj SCALE: 3/4" � i#-on I I I . A I �- 11 , . . 1�WE.*t I � � - � U / k � CONCRETE MASONR UNITS (CMUL .- � I , � � I � 1;- �� ; ;'k - , = AL ,� I I IN I�-O ' , , , I CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NOW WEIGHT,", TH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 : � �! -1111 !: i."% , - N.M.00, . , psi),',' GROUT ALL'CE'Lilt '66INTAINING VER dAL I N1-4� I .�' : � , . - I I I 1� I 1� . � I I -- , ,-�-� Uj REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE_pw,,w.,, @** OP MASONRY`�WHEN THE WALL HEIGHT EXCEEDS 5'-O". � ).1 , 1� 1' .I',A,,� � . �i- I , � . I 1 - r:1 - I �, I I . 11 � - I .- � I ,11111 ' , I '- I M&%MBY STEMWALLS* ALL CONCRETE MASONRY UNITS SHALL BE COMIP0SED'A0P'A§Tm C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUN`NING;,8ONDSj, STACK BOND SHA-L NOT BE � ; 1�".10 . � I " P `1 V * I i 1/2* - z ,I I ''j , j:(' '. 2 1� I TH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REI�FORCING. WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIIOR�WALL 'SI�IALL BE REINFORCED rULL.HEIQHT 11 :� ��I, :�� 'I 11 USED. GROUT ALL CELLS CONTAINING VER11CAL REINFORCEMENT W �,j �.' # , �i�:. . :1 I i 1.i :I I �. I WITH - #4 0 4'-O- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INST�LLIINd COkf4ER'BARS, MINIMUM OF,40 'BAR I : �!,:l. I *-- (3)-06W OF 10d IIIIIIIIIIIIIIIINIIIIIIIII � . ... .-i-,-- il 1. . - . -... � .1 1 2 PLY #AILS 0 8" O.C. -I- I � I V ". L . 0 , -\ * * it DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16* O.C. VERTICALLY, (EVERY OTHER COURSE). AND VERTICAL k�,INF.;1SHALL 13C NCREASED AS NOTED 'ON I < 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". ,; I I .1,,,, ,�!� �:�.:� *1 - 0 � . ' 'I I . 11 . . 11 BEAM. I n . I I . ; . .1. . � 1 .i!� � i .- SIMPSON I 11�� . �� 2x4 BLOCKING - I . . I 11 I , '' 116-1 1, � i I �,�,N c,j 1 C14 0 .< A rt�ii� ' � � .:i;-�' 1 3 PLY BEAM. 11 . I. I I � ,.." �. --- �* 4 I a i ' 11 * , RS: � � '! ;. �, . . SDWC1 5600 - ' . I I IN, -1 . ,�I 024" O.C. FASTEN , CLAY MA RY (BRJ I � ,!I SEE ROOF,� � ,, � I I I BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK. RESPECTFULLY. , I 1 . I.' ,,� , I .;ii I, . r 11 . � j � � " I . 11 . . � � -I .�,: � : FRAMING , 0 , TOENAI , � I 11 . 7- -, (1) ROW OF 1 Od LS. Uj � I I ,:,.I ,�':.."', t �-- � PLAN FOR ,, EXTEND SHEATHING VERT. (4) ROWS 12d 0 NAILS 0 4" O.C. I �' . CONCRETE SPECIFICATIONS: ;'' � ,.� ): ,.: I .-, 11-% I - I -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300 ,�S -A � 11 ��., DETAILS. ! TO TOP OF TRUSS AS SHOWN. i r O.C. a 0 - -- ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 ,�. -'T''28 DAYS � AT I - 0 V) I . I � - � i I CONCRETE AT GARAG HALL HAVE A COMPRESSIVE S . 11 . �� , PROVIDE 2x4 BLOCKING � � EA. SIDE. 2x6 .MEMBERS � f 4-4.-Z a �i :,� ''. � � I.., ..., I - . A 1: ;_ I & a I . � I .. I 11 I AT HORIZONTAL JOINTS. (2) ROW OF 1 Od I F� --) . � I I I ! I I y I � I - . 1 . - ROOF SHEATHING, SEE 1�:z �:z I*A I STUD BELOW . � '. ; I 11 � , I � . I V '+ - I �'' i �,, -11- 1 i 1.-I . . I ., . � SPECIFICATIONS BELOW. (3) ROWS 12d - - NAILS 0 4" O.0 -4 --L LOWER TOP '\ 4-1 Od I GENERAL NOTES@. I 11 : ,�� . , _ . I I ".� � : 1.-1.�i,"I'.J��'.I .1 . - I . . i I .- HEEL ;o V-13" AT 12" O.C. STAGGERED PLATE AT BREAK. 17- 1 I I �L:'i I -"I' I,!' I : EA. SIDE. MOTING AND FWNDAMQNSP I I ..''!, ,, � . I /// PRE-ENGINEERED WOOD TOP PLATES. < . I , . AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT, IS":RECOMMENDED TO VEIRIF*"SU11ABLE .2x SPF BLO " ING .. , . ; ' .1 I ROOF TRUSSES. 2 &- 0^01r ORTHOGONAL MEW WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL��TIHE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL : -RIPPED t IT- 2x4 OR 2x6 POST CONDITIONS . . :. 11 !i ,p , I . SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. � � � ; i� . WITH GAP Skft. , CL �i . � I , :�;� � 111 I 11 I 1. ;; I � . � � T < . IN14111111val Uj . � . I � � "(� � I I . --- I a I MATION. FOR GENERAL FEATURES, CONDUITS. ELECT�ZICAL EMBEDS, STEP HEIGHTS. ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS A N i I- 1. � I � 0 11 - D LOCATION FROM THE . m L,�,I I I 0 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFOR 'L�: , I .. . It - (3)ROWS OF 5- (3)ROWS.OF 6Y4- ) 4 f - f � . I � , I � . I . . - I I I � I FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE RAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTiNG'sIZE;-OR LOCATION IS NPT I ,::SIMP, , I n - - a TRUSSLOK TRUSSLOK I - It 0 z ARCHITECTUI ,, I . I SON 1 L� 1* I DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) . 1, T,1,� rP,o��', '14'i � :,'' " SDWC1 5600 - I ENGINEERED WOOD ENGINEERED WOOD IIIIIIIIIIIIIIIIIIIIIIIII I ,- I � . 41 I :, I I 7 . I . �. 4 - � ; SEE ROOF I I 1" ' V!Dt'i'1;!'#3`*` '��4 8" O.C. OR ROD. CHAI I RSI� FRAMING FASTENERS 0 24*o.c FASTENERS 0 24"o.c " - $ - F� 0 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN POIOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PRO AS SHOWN AS SHOWN I � I PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS. MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REIN FORCI,N�,,,,WHERE� PE, RMI TTED, SHALL BE 48 PLAN FOR ;� - SIMPSON I CORNER WALL INTERSEC11ON - . IL . . I �, � � I � .. .;. DETAILS. I : . I . I I . BAR DIAMETERS I , . 7 S EATHING MAY A CONDITIONS CONDITIONS I . I � �:� , � SEE ROOF 1, I ,� �11 :, I � Sim . � � .. . �L � " '' simps6N ' \ �RMINATE AT 1 42 CONCRETE SLABS ON GRADE* c � ' ' ' I :, � I SDWC15600 -T P OF DIBL. SDWC1 5600 FRAMING 3-PLY 4-PLY I NOTES: 4 . � , i : I . SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6m AND.SEALED OVER CLEAN. COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR �REVENTION OF SUBTER6NEAN' I . I T SEE NOTE 1. PLAN FOR � 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. . . ,jj,� I .. 11.1 SEE -NOTE 1. - ATHIN:12 HOURS OF CONCIRIE71E PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR kTERN AmE METHODS. � I . I DETAILS. 14" LVL AND GREATER � 2. I*- DENOTES 3"xO.131' GUN NAILS 0 6" O.C. VERTICAL. TERMITES. SAWCUTSm FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID V � i. 0 ""i I ., I I �.1111.1,� , . I" , , "�. � , "I.- . e, � . ; t I TYPICAL CONNECTION 3. * DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. � � �� !, I-1i 1-o NOTES* 0 WOOD FRAMING SPECIFICATIONS* 1. 1., � I�52' �<! HIDEL < 1 -01 4, SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. U : ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS):POR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETE OR ��.!,. . . . ," .1 I - 1. TYP. CONNEC11ON AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION MERE MUL11PLE I SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED. ALL ATTACHED FAS"ERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE I k)mt.. �! JACK-TO-KING ASSEM I STAINLESS STEEL. � I 1. TOP �,LATE TO STUD SDWC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS. � I � �1� 2. 1-12.5t MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY � AT T�P PLATE TO STUD, I IN ADDITION TO (2) PLYS I ,I`.� � III PRE-ENGINEERED WOOD TRUSSES: I . " SPACE 0 48" O.C. FRAMED WALLCORNER AND ' !� � �� SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA. TPL AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS 14STALLED AT ALL TRUSSES AS � '� I ROOF TRUSS CONNECTION � � INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE�THE RESPONSIBItJTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HA -%\ B � /'7� INTERSECTIONS STUDS CONFIGURATIONS : VE TEMPORARY I WAICING i PER 'COMMENTARY;. AND � r6 UILT-UP MEMBER FASTENIN& " L . OU ;1 _..4 . RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.m AT MULT1PLES7RAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THIR GH TRUSS. WHEN USING (2) STRAPS ON I I 1 F 11�! I I ., VSO-0j r I � . � .1-1 1, � 1 4 -1%mft-*V1 I � 1� SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I I . I . I W. �? . I I �L KING STUD TO TOP PLATF- ; � I ROOF COVERING SPECIFICATIONSm V � - .. Ij 11� ' ' I ,. I I � I Z:,�!�� DESIGN � .: . , I 4 SDWC SCREW SPHALT INGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE M.ANUFACTURER'S REQUIREMENTS. CLAY I 1k NOT REQUIRED AT GABLE FASTENINQ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. A � � SEE DETAIL AT RIGHT. NOT REQUIRED I TOP PLATE TO HEADER FASTENING: I � I AND T11 F ROOFS SHALL BE INSTALLED PER THE OCONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL.0 AND THE MANU REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH A.STW El 514 AND BE INSTALLED � � I ENDS OR OPENINGS LESS FOR CABLE ENDS. I,I I SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA I ! I I 0 1. I 1 . 11 I ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THIE.DESIGN AND INS SHING AND VALLEY MATERIALS. : � I . I 1. To T6P PL THAN 4'-6" 4� FOR GABLE ENDS. . 1, . I I I - i CRE ff � I SDWC1,5600 S , � !- 1. ,.�, I� , 11 C .: " I � TOP PLATE TO HEADER FASTENING: - . I k WATERPROOFINGP- . 1 ; ,-� . NOT REQUIRED AT GAB SEE DETAIL AT RIGHT. NOT REQUIRED 0 1 1 1 1 . ,- / I AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/IN STALLATI ON OF ALL WATER PROOFING. . I ENDS OR OPENINGS LESS I * . - - I 11 FOR GABLE ENDS. I I F -- I I I . I I . . I -� THAN 4'-6' % , � 4 -1 I 1*111 , I .I :�� , 'i � C. P i - I I D '. GENERAL 0 0 . i WOOD FASTENING SCHEDULE BRICK NOTES / LI TEL SCHD PLAN LEGEND AND A`8:' B' MMLE'�:m V.IATI,O.NS KIN I I q PLATE TO HEADER: 1, 4 . -0 I ,STUPS SEE P LAA h � I I � KING & JACK I .1 1 � CONNECT10N � I i 1, �, S I 1 24" O.C. NOTES r1-111././//./z1 INTERIOR LOAD BEARING WALL �" 11 I �,".; I !j.I-! -1 I . I - I TYPE LINTEL DIMENSION MIN. ORG. MAX, SPAN m ..BUILT-UP POST IN THE WALL I �L I� , : ''D (2)12d TOE Ill HEAD Q8- SILL --- - I --+i . � 11� I � . *I , �"�; :!�l� ; . . I , I I 'L , 1��, ... -----q 0 NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE 0 120 STAG. i 11 I 1. I , 1. I I 1 � I NAILS E.E. -01 I I L3'/2x3l/,xl/, - ,1 -- 410 6#-O* --------�� DETAIL 10a0.1 I I . 11 U..-(MIN) SCHEDULE I - HE QR SILL\ I I 11 11 2X6 WALL TDHESE DRAWINGS.IF A DIMENSION 6 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x31/2-XI/4 6* 80-09P (2 2x -1/2 HEADER SIZE, JACK AND KING STUD � �� , p TIES SEE 111`1 UNCLEAR REFER TO THE � DESIGNATES SHEARWALL THE� , t �. .) , 0 ,�TIM,:�, ,: ,� .,,� :- , 11, ROUGH OPN'G, SEE ARCH I CHEDULE ARCHITECTURAL DRAWINGS OR DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 611 , , VAN 4 � "!!:. "� i 1 1`,,�I A ; 4 HEAD Ca SILL KING STUD TO FR,6MING BELOW- - I A CONTACT THE E.O.R. ' � HIDDEN LINE DESIGNATES SIDE OF ;,,, - 1 ,�, i '!� li� � TRUSS TO PLATE: �, L � I 1-501/2 mx1/4 ,� 10,-o" - WALL THE SHEARWALL SHEATHING,-, , ';� I. " � ''I. : I 1.� . \ j I CS18 STRAP w/6-10dxlX* I ROUG I OPN'G, SEE ARCH SDWC SCREW I �2:1 -� 1:� I �`�r: ''� � I I . RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- SW ' ' , , � 'o�;: l�� - �I i. f" 1 .I ii ii,! I NAILS EACH END. STRAP L6x3'/2* 60 129-01P TO BE APPLIED. 8d 0 3/6 '.';! I�, I �! � 'L I:: i 14(I.:� � !! : �1- I FLAN NAME X'/4 ,-; NAILING: . � 4 )�, .. V- - I - , � . . . . 111 KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3" I I 1U I �. 1�!.t � I - CEILING JOIST TO TOP PLATE L7x3'/2.X1/4 1 6- 1 16'-O' I BdO30/6- I O.C. EDGE & 6" D.C. "IN THE I CONNECTON: SIMPSON I I I , I I" , I ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. - - � - rANASTASIA - CARIBBEAN CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS I FIELD* . SDWC15600 SCREW. OMIT IF 11 STRAP NOT REQUIRED AT THE-\ --------- 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWAtL�LHOLD:l DOWN IS- DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSIPN A -dp- I FOLLOWING: GABLE ENDS OR .1 I I PLATE TO HEADER: I JOIST/TRUSS TO PLATE TOE NA No--*- VE THAN 8' OR OPENINGS LESS 11 --- - - - I � 24" O.C. I k ! DATE MINX= MONO - Monolithic I., I 11 - THAN V-15" 11 ... -E .1 . 2X4 WALL . BRICK SPECIFIED. NOT REQUIRED AT - I - LG - Long � 1� RESISTANT COATING OF EPDXY BASED NEER GABLE' ENOS,,OR 2-STORY .1 Ill �i ..-...CS / KM /LAP IL (2-16d) 3-GUN NAILS PAINT. - I MANUF - Manufacture : ,, I I.. W I ALLS - .. �� -- I 11 I I TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING 0C .-"On C6ntdr��,` . - - . I . 1 10.11.16 2. LINTEL MORE THAN 8'-G�. SHOULD � HEADER -FASTENING SECTION 1� TOE NAIL (3-10d) 4-GUN NAILS C RY UNIT OSE: - Oriented Strand Board ; I I `,-� JACK RAFTER TO HIP - BE LATERALLY SUPPORTED NOT TO --� � ;. SCALE DBL - DOUBLE PEFP - Perp6ndiculor I A I X I I A A I ; : � I -1 . � ROOF RAFTER TO 2x- RIDGE B EXCEED 6 FT. O.C. w/ 2-1/4x3m WD. --� DIA - DIAMETER PRE ENG, - Pre Engineered I - . � M. TOE NAIL (2-16d) 3-GUN NAILS - . . . .A�' 'I,: :,. ., , , .. . I KING STUD TO FRAMING BELOW: AS NOTED , * I , SCREWS INTO HEADER PROVIDE A 'Am LINTEL PSF - 'Pounds per Square Foot .1 . - *-, ...'.--4' ' " . .. I , � . . .... � r - . i I . I .'.V A.. - * -. . .. . 11 -10DX1)!r I 16dO 16" O.C. 0 EDGE 1 ! a . 1 . . . 14- L * T I / I I I I � Nl--� CS18 STRAP W/6 I . . - *'4 . . "I - . , LPA No. I . . . . -� � '. I 4, CONT. HEADER, TWO PIECES FACE NAIL - VERTICAL SLOTTED HOLE FOR SCREW. -ATTACHMENT PSI - Pounds per�,Square Inch . 11 -.* .t. � 4 - , NAILS EACH END. STRAP ATTACHMENT CAN Bb . 0 AIL (3-1 1 SEE NOTE 2 �. .-I ,, . !I ,r --- - - - 0 0 STUD OR 2XIO Ill ---T ii INTERIOR OR EXTERIOR SIDE OF WALL. I- . T . ' I-. ;_ .. . SOLE PLATE �SOLE PLATE ANCHOR BLOCKING FASTEN '**N�STRAP NOT REQUIRED AT THE FOLLOWING: -� 11 DER TO STUD TOE N 6d) 4-GUN NAILS I EOR - ENGINEER OF RECORD PT ME,SSURE TREATED '� "FICE C TOLL-16-00692 STUD TO SOLE PLATE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT- - Q QT ��',Wdk 1ie , �'' ":, STRAPPING NOT REQUIRED_/Z�L CONTROL No. TOE _ HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REIIIF -' Reinforce I LOCATED,WITHIN Ow 0-- AT LOWER LEVEL HEADERS w/8-1 Od COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL .(16d 0 16-) GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 1 1 Omph HEADE FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWA ! � ,-,--I-- . ---- 1 60 O.C.). ' FDN - FOUNDATION . . .SPF 4-Somed Pine"Fur L *�-_ I Q2-Q VWNU-ZONE VERT. TIES 071 SEE P - . HOLD DOW4 IS SPECIFIED ,� THAN 8' LES&- NAIL SPECIFICATIONS ACE TIES WITHIN L_BRICK LINTEL, FT - FOOT . SYF 'r-',,Southern Yellow Pirial . r� SINGLE STORY (STACKED WND �. THAN iEWWRm F0R CODE COMPLIANCF, SHEET 3*xO.131"0 = GUN NAILS 2"xO.113*0 = RINK SHANK 12* OF OPENINGS. PROVIDEI/le"O WEEP FTC - FOOTING THF U Through � I * -� - � (UNSTACKED A TYF - Typical /008� TYPICAL F EADER STRAPPING CITY OF ATLANTIC BEACH I 2"xO.113*0 = 6d 2'/2"xO.1 31 wo = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE HORIZ - HORIZONTAL UOt -Unless Otherwise Noted , � � 0 r-,LI- . T i'4,'; 1, I - �, FLASHING. OF BRICK LINTEL VEF .1-1ir%Vertical: � � 1 ! r I �Ir� �"r, ---P- SAMIT4 FOR ASOFFMAL 3"xO.148"0 = 10d i SO-00 I . \za--00� I 1'�t�� REQUIREMENTS AND CONDMONS / . . . 61 I I I , , ,-r 11717 � I I C- . , r .1 ml� O.- - � F781 m I A I mm N \\ I I I 0000 [ZZ 7AR -'�'� TR Cl- ADERN, ' I AN : - S D OPTI( NS. JD / F.;r I d.....� -m 00 NV Q � � �� 4z 1� . % �r ' -'Q. .- r.. 1--FQi". '11 : N F- 1 4-�� 11 I 41 -`� " -11� I '�-, "bli - - , I l� I , , - - i� , ,k; � I , 1 � 1� � * tc ",� -- I.,.-...- 4_� I I V 1� tr- M -i]-11�--,�-11 T F)%r I � L'.�:[ $ \ I I I R A r= � I ME r� im :) I -1 I ---,>_ 0 * , . : . � � . 4 . , " . � � . >--� Q �� I r_1 �r- [� ,� � -/I % I I 11/2"xO.148"0 = 10dxl'/2* 1'/2"4.131*0 = 8dxl'/?" WWI - Welded Wire Fabric t --- . . - - 7 I I I � . . \N.. � . � . I . .le%J%A - � . I - . � , � I I r I R EVII EWED By'-'.4.L+VATID;- ,/O--gW 5 V . ., I I . , I I � 11 I I 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4- O.C. WALL SHEATHING FASTENED TO TOP- LATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. 7 ATTACH AT EACH WALL STUD w/ 3-16 ____7NAILS AT EA. FRAMING INTERSECTION. j- 1 60 A:i (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MAX NOTCH HEADER BLOCKING ONLY REQUIRED 4� I PLATE BELOW TOP PLATE AT SHEARWALLS AND r- ou ont So an STUCCO FINISH P RCH SHEATHING, 5-8d COM HEADER EACH SIDE \S E SPECIFICATIONS Associates, Inc. 01 PORCH Eha 1 :0 B LOW HEADER, -GUN NAILS- 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 8 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 0 8" O.C. SHEATHING SPLICE 0 8" O.C. I 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT PORCH PARALLEL. FULL HEIGHT DETAIL B Jax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. I\s,_(2)MSTA24 TO WALL I STRAPS ANCHOR OR DTT2Z Ph. 242-0908 Fax.241-9557 CONT. RIBBON CONT. RIBBO" 8d COM 0 EACH END w/ 3-0.1131xY NAILS PERPENDICULAR MIN. (2)2x4 WOOD HOLD DOWN AT BOARD (TYP) BOARD (TYP�? 3" O.C. (TYP) M WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 TOPORCH HEADER. WALL EACH SIDE FLOOR OPTION A FLOOR FLOOR OF SPLICE TRUSS SHEATHING 6 TRUSSES TRUSSES POST BASE: STRAP w P03T 4x4 POST:ABU44 STUD WALL FRAMING OR JOIS OR JOIST. 2x4 SYP#2 24" 16 GUAGE 4-- T. SHEATHING SPLICE DIAGONAL 10dx1J.�"',,EA. END BEI-OW STRAP w11 1- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING ...... FASTEN EA. LSTA1 2 FOLDED OVER TOP AT SHEATHING EDGE �\ER J. 10dxlN' EA. END k#. DOUBLE MP PLATE 8d COMMON WIRE NAILS 0� PLATE w/5-10d NAILS /01 END w/ NA OSB or PLYWOOD PORCH. CONTINUOUS OVER- INM TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. 10' '\$0 EN jj� 5 Pb H� j NIA SLAB-\ 0 CO RIM BOARD )14* 3-10d COMMONS kc- 6" HEADER NAILS INM BEAM. SPACE CL4 SEE PLAN 1.4-11 CIA FLOOR SYSTEM. ALIGN C SHEATHING IS INSTALLED WALL FRAMING ING-/ 3TRAPS '1� 124 OD ROOF TRUSS Ci No.71 WALL FRAM SHORTER THAN EILING WALL FRAMING -ITS16 MSTA R MAX 0 48" O.C. OMIT IF WALL VERTICAL JOINTS WITH LINE ON FACE OF BEAM WALL SHEATHING STRAPS EPDXIED 6" MIN OR JOIST_-",,� SHEATHING SPLICE. -VIL o,\FOR PERPENDICULAR JOINTS INSTALL FLOOR TO KI %ACW fi PLAN \AEW OF ELEVA110N VIEW OF TRUSS CONNECTION F S SEE DETAIL B ABC STATE FLOOR STRAPPING PER B-GUN H JJE )VE -�o OPTION 1 PORCH HEADER PORCH HEADER CONTINUOUS 2x6 SYP 2 BLOCKING ONLY REQUIRED 5-8d COM OR 2 u ;V I 1� ", 11� AT SHEARWALLS AND EACH SIDE NAILS AT POST ATPOST hQT + LEDGER FASTEN WI 0(", STUCCO FINISH OF SPLICE FULL HEIGHT 4OR 11� 0P110N 2 OPTION 1 ""A ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD. c-uc TU --p-INGA. IONS* kim BoARD op-nolsi FLOOR TRUSS PARALLEL . i HOLD DOWN AT OVER LAP SHEATHING t MIN. (2)2x4 WOOD 1/2' YPSU� (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6- O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR OP71ON B NOTE 1: TO PORCH HEADER. _0 Bid COMMON NAILS 0 6- O.C. EDGE AND FIELD DETAIL A Christopher ) Sabourin PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. %"'(6R GREATER) OSB'� R PLYWOOD, w 2. CONTRACMR SHALL OMIT FLOOR M FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED -�TYPICAL PORCH BEAM CONNECTION FL PE#71461 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS PICAL PORCH FRAMING DETAILS 3 V&*)q 4 WALL ADJ. TO ROOF CONNECTION Tyll I SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF 1*-VISIONS DAT�E 11�01 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED M TRUSS 2-SIMPSON H2.5T. �R ROOF BOT CHORD w/ 0.131x3" 0 3" O.C. 3A ELD ALTERAMN TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF 2x4 SYP#2 CATS AT 12"_ FLOOR OR TRUSS. tt-----------t t----------t CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO MP__ ,�ROOF TRUSS. SDWC 15600 01 IDA PONTIGO&ASSOCIATES PRIOR TO ----------- ------ PLATE w/ 4-0.1310'" 0 32" O.C. 111/4 SHEATHING FASTENED TO COMMON. MAX. MP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 116" MAX. SHEARWAL OSB WALL FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH EN J7 2x SYP#2 CONT. ATTACH SHEATHING 0 0-0 BEING APPROVED BY LOU PONTIGO B D w/ -0 C ASSOCIATES MAY RESULT IN TO MP PLATE AND TRUSS ADDITIONAL ENGINEERING OR 3-0.1310" COMMON ME NAILS w/ 0.131x3" 0 3' O.C. EDGE OF SHEARWALL-/ INSPECTION FEES. 2x MAY OVERHANG MP PLATE. C to 161 SHEARWALL OR_/LVL SHEARWALL 8d@3 SW 8d@3'1 Z69' -ELL EXTERIOR WALL P I ERFO TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST M ROUGH OPENING, SEL ROUGH OPENING, SEE ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G -CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT POST BELOW WITH 2 TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT osB DIAPHRAGM FASTEN ROOF FLOOR D _10d 04"O.C. I !_13*,�BdO3 : (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED FLOOR TRUSS.N TO NAILER w/ (1)'ROW 8d 2x4 SPF#2 CON11NUOUS 2!r. TRUSS. END STUDS M FOUNDATioN M- END STUDS TO FWNDA11ON I I�� 'S' HEADE:R DOWN', CONNECTION HEADER UP CONNEC-nON LD 0 3" O.C. FASTEN TO MP-- 7/ LEDGER FASTENED W 8dO3/6: HTT5 OR HDU5 W 8dO3/6: HTT5 OR HDU5 PLATE wl (2) ROWS OSB TRUSS WEBS WITH`__ SOL E PLATE ANCHORS SME PLATE ANCH - CONNECTION CONNECTION on UPLIFT CONNMOR UPLIFT CONNECTOR OF 8d 0 3* O.C. BLOCKING w/3-0.1310" NEARWALL NOTES: TEE SCHE-DULE ON DETAIL 3/SO.O SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT Ln PANNEL FLO-OR COMMON. AT ROOF TRUSS, 2x4 SPF mr57-1 I FRAMING TT SHEARWAL A H2.5TO32 O.0 TOP & BOT A LS18 0 32 O.C. SYP#2 2x4 NAILER FASTENED ALL AROUND N,ONTRACMR MAY % TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 72x4 SYP#2 CATS AT 12*" 'HOOSE A.B,C,D, OR G. 1. PROVIDE SB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN 0 ; PROVIDE 2x B1 0 ING AT LL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS (2) ROWS 0.1310" 0 3 O-C 3-0.1310" NAILS 0 6' O.C. C. FASTENED TO TOP USE ALTERNATE A. INTERIOR PLATE w/ 4-0.131X;5" EXTERIOR WALLS 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SHEARWALL. Sw- SHEARWALL OR COMMON. NDING BETWEEN ROOF END POSTS-f OR HTT4 HOLD DOWN AT BASE (U,O.N)i OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d 0AiLS TRUSSES. EXTERIOR WALL (-n"CAL) FASTEN ALL INTERIOR TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE Q ALTERNATEr E ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR Mom _,PELOW SHEARWALL PER DETAILS ON S1.0 LISS ATTACHmEhl.I__jI LL "0,00...6 S ELi�WALL ELEVATION 7 HEADER TIE DOWN' 5� SHEARWALL ATTACHMENT AT ROOF FLOOR _ 4 1 1 *EN Ty,i Kr � 11;111i� i 0 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. SO.1,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �,�01 Uj 4�12d ME MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIMS. 8d COMMON NAILS SINGLE RRACING NOTES MI) SPEMCAIMINS 'NA 2x4 S't?#2 OUTLOOKERS ROOF LIS (TY D-) TRUSS BRACING AT 3" O.C.(TYP) TRUSS 0 24w O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER. MENA LS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER w/ 4-12d NAILS AT EACH RAFTER. (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT MI-111 m ROOF SHEATHING COMMONS M BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. Uj 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSS-/ ROOF TRUSS-/ ANGLE BRACING APPLIED TO 't' 101 WHERE NOTED ON TRUSS MFR. SHOP 0 z SIMPSON H3 w/ 10-8d COMMON FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER BRACE PROVIDE 1x4 SYP#3 OR BETTER CO TO EACH STUD, PER ATTACH M EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO PERPENDICULAR M TRUSS BOTTOM REQUIRED FOR BRACE GABLE END TRUSS. _*N WEB w/ 12d 0 6"O.C. WHEN OVERFRAME BLOCKING CHORDS AND ATTACHED TO EACH RAFTER LENGTH LENGTHS i> 8'-0". T-BRACE M BE THE A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE TRUS NTH 2-8d COMMON NAILS. AT PRODIDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0* '11ASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL AND GRADE AS WEB *-,6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS AND ROOF MEMBER. END W/ 3-10d MENAILS (APPROXIMATELY 457.) M THE 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/4"0x6" SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL-/ ADJAC NT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"04* SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING BLOCK TO DBL TOP U 1251-1540 2x1O w/ 10-0.11310* AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.1310" FPLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT ACENT PROVIDE SOUD SPF#2 BLOCKING AT PANEL JOINTS ADJ NECESSARY AT HIP ROOFS. ALSO TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LMGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" ME NAILS 0 8'"O.C. ALONG EXTERIOR WALLS PARALLEL M ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT M DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 24 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM- bd LSTA12 0 48" O.C. Q& DBIL MP PILT CHORD OF EA. TRUSS. COMM ONS M GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. "FYPICAL SDWC15600 0 36" O.C. OMIT IF 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING PERMANENT TRUSS BRACING V*M �O SHEATHING OVERLAPS GABLE 12m MIN FRAMING 0 TRUSS TO LEDGER CONNECTION BY TRUSS 0 SO-1 SO. USE THIS DETAIL M FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \�,�*OTm, '11."SPACE'GABLE END BRACING 0 4'-6- MAX. SCALE: 3/4" V-0- MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY ,�,,2. AL,L MATERIAL TO BE SYP#2 IN,1LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS )p IT$ ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A CTO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT 360 LONG STUD 36" LONG STUD WASHER MIN 2 PLY ORBEAM PLAN X I (1)MSTA24 STRAPS 6NCHORING SPECIFICATIONS STUD FASTEN w/12- FASTEN w/12- P PLATE SOLE DOUBLE SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/1 8-1 Od HDU5. FASTEN FULL HT. TOP PLATE ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0. UPLIFT; PLATE -Ak- @ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 71' A "j-I 0.13lx3m GUN 0.1310m GUN NAILS FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/1 8-1 Od FOLD OVER TO SIMPSON HTT5 OR NAILS (2)MTS12 (2)MTS1 2 ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE _CONNECTOR SIMPSON DTT2Z S. DO NOT SCALE DIMENSIONS FROM DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE DRAWINGS.IF A DIMENSION 6 SEE PLAN /-w/8- Y4*xlX" PLATE TOP PLATE, PROVIDE A 2wx 2*x )C STEEL WASHER. UNCLEAR REFER TO THE SDS SCREWS WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 o. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR j \-(2)H2.5T \-(2)H2.5T OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD STUD THREADED ROD WITHIN 6" OF FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM MINIMUM -THREADED ROD L PROVIDE A HOLE IN THE PLATE g" LARGER THAN THE 2 PLY EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY- AT 2ND STORY PLAN NAME TURN 11TEN HD DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY SEE PLAN ELEVA110N STUD-\ %7 THREADED )jx6" TITEN HD STUD STUDS PROVIDE rANASTASIA - CARI _z SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERS COUPLER TIGHT STUDS PROVIDE ROD EPDXIED BBEAN QLL9! 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN )k" THREADED ROD 2 CS1 8 STRAPS STEEL COUPLER 4* MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED ASIBLE. THE �o XIED (OPTIONAL, LOCATE 0 FULL HT WERE ONE CONTINUOUS ROD IS UNFE AT BASE OF STUDS 0 1r-EPO TITEN HD .0 ROD SHALL BE INSTALLED APPROXIMATELY CENTERED OD COUPLER )kx6 r (FLOOR TO FLOOR)J1 11 L / SIMPSON TITEN HD R CS / KM /LAP ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR AS NEEDED) i "k oo RODS THD37634RC (%nx6-Y4") MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AT SILL PLATE -2 PLY HOLD DOWN SEE PL0 DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD ROD = DTT2Z 10.11.16 IM NUT AIM THE UPPMOST PLATE SHALL K SIMPSON DTT2Z SEIAM OV19t THE WWM 10 A SHUG-TIGHT ROD = HTT5 FULL HEIGHT ANCHOR 'INSTALLATION CHART W/8 �*Xix* HTT5 SCALE FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD BUILT-UP POST BUILT-UP POST SDSSCREWS FRAMING MOM (APPROWAATELY 30 FT.-= OF TORQUE). SEE PLAN. SEE AS NOTED 0 DUE TO SHROKAGE AND OF BUILOM PLAN. THREADED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 0ON7RACTM SHALL RE-TWTEN NUT M 30 LPA No. THREADED ROD-- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LOL OF TORQUE AIM ALL TRADES ARE SEE PLAN no OOMPLETE AND PRM M INSULATION. TOLL-16-00692 PER PLAN. 3/8 V2 0 V2 2x2xi/e* 40 4" 2w 3" HTT5 or HDU5 QTT2Z LTT208 CONTROL NO. EPDXY ANCHORING: ALL THREADED RODS SHALL BE :-I-EMBEDMENT 5/8 k-o 3/4"0 3x3x/4 7.5 12* 2)r DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 DEPTH MONO STEM MONO CHART FOR EMBEDMENT AND EDGE DISTANCE FULL H FU LL H FULL HEIGHT TR CONVENTION.AL FULL HEIGHT ANCHOR REQUIREMENTS EIGHT ROD EIGHT ROD SHEET WALL SECTION THREADED RQU IN5TALLATION CHART 3 L)MCE C PY FULL HEIGH! ALfERNATE 8 T ROD HOLD DOWN ATTACHMENT DETAIL 16 G I R�D 5TEM ATTACHMENT' � r14 FULLHEIGHT THREADED ROD ER BEAM STRAPPING /0'13� FULL HEIGHT WOOD FRAME WALL ANCHORING SY S001 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN VwJ ALTERNATE V6.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I Cj 'Alm \ISHErA' Of A V-1.0 A # TH 1A �_E I� EE SAND�V�l Nftwwool Z�SOA SHEET 2 OF 9 F7m ov7 OVERLAP SIDEWALL TOP PLATE ME ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING miff . . .. . . . . . . . . . . . . . . T . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . Lou Pontigo and -4— /-ROOF SHEATHmi 01kR . . . . . . . FULL HEIGHT 11 Associates, Inc. . . .. . . . . . . . . . . . . THREADED ROD----,,/ CONSTRUCTION S4C's . .. . . . . . . . . . . . . . . 10d COMMONS 420 Osceola Avenue -1/2- S.i3 LA��` BOLT X10 IS 0 6"o.C F Jax. Beach, Florida 32250 TEXTEND HEADER TO FAR SIDE OF WALL SPLICE 2x6 x 4-6 P.T. SYP NO.2 ax. AS SH OWN. /-2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF FL:CA# 8344 SC:CA#3579 6x6 POST 0 24"o.c TRUSS 0 24" O.C. 4'-0"x4'-0"` PIECE OF WALL 2x6 SYP#2 LEDGER SHEATING INSTALL AT UPPER w/2-1/4"x6" SDS SCREWS 0 16"o.c (2)2x6 CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS D&AIL A 1! A 00, AND (1) SHOWN) -ENGINEERED PRE A K NG. 0 OD BEAM ERjPLAN 2x SPF BLOCKING o co WOOD :ROOF TRUSSES. P I ENs FASTEN SHEA71NG TO HEADER W/ 8d COMMON Qff GALV. BOX NAILS 6x6 POST SEE PLAN 011r 12d COMMON IN RIPPED TO FIT i-em \\0, IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING_.�it 00, WIRE NAILS WITH GAP SHOWN �--(2)H2.5T T � !- -; - - -- - -': -- , (STUDS, BLOCKING & SILLS) TYP. 0 4" O.C. Q o. 4 N A, �11_4x4'HORIZONTAL LEG STAGGERED SOFFIT, SEE ARCH. 3-10d TOENAILS LAG ,WREW DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16 SINKERS X87 *c EACH SIDE en S F s, 1z RtCEj SED hill en /,.0 no* A 6X6 POST WITH ABU66 AGONAL: jif 41�4 DOUBLE-/ a antis W/ %" THREADED ROD 1 x4 P.T. SYP TOP PLATE % 1 FASCIA M 6 0 EPDXIED 12" IN. NA1,11lits"O Vx8w LAG SCREW RECESSED SHEATHING MAY Christopher ) Sabourin PE .R wo L TERMINATE AT FL PE#71461 44 A.RTICA TOP OF DBL. LT ALL EXPOSED METAL TOP PLATE. CONNECTORS AND E�SJMS DA FASTENERS SHALL BE STAINLESS STEEL MEN GARAGE WING WALL FRAMING LESS THAN 1211 SHED ROOF BRACKET DETAIL _j RAFTER TAIL DETAIL 0 SO.2 THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN �,�.2 SCALE: 3/4" 1'-0" 001 SCALE: 3/4" l'-O" �FiELD ALTERA'nION 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 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. LD Ln Uj 0 n 0 LIJ z 0 0 FMISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION 15 PLAN NAME rANASTASIA - CARIBBEAN DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 10.11.16 SCALE AS NOTED LPA No. TOLL-16-00692 CONTROL No. SHEET OFFICE COPY S0e2 SHEET 3 OF 9 SYM BOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 2 3 R J. S1.01 S1.01 S1.01 �j G No.7 1 01 a ---- - - ------ P6 - - ---- - - - - - - - -- --- -- - - - - - - - - - - - - - - - - - ----------- ------- ---- 3 STAT F '\�l V1 S. -�P' 0c, I'll, GOO, '�O R 10 7 -Ae- 0 F2. F2. r Christopher j Sabourin PE FL PE#71461 .01 r6 0 S1.01 2 REVESIONS DATE K6 0 S1.01 r6 SAWCU K,OB S1.01 S1.01 0') 1 2 _j A 713 S1.01 0 1 0 �FIELD ALTmA-nON -Ott -opt 6 -2 47" 10 -lost S1.01 CONTRACTOR SHALL CONTACT LOU 22 4`0 7 PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 3 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 6 VIA S1.01) FIELD ALTERNATIONS MADE PRIOR TO LAJ S1.01 BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR �Si.oy SAWCUT INSPECTION FEES. PROVIDE 2-#4x4 V_OPP 6 Nq- 1-3.0 /--CORNER CRACK BARS S1. 1 AT SLAB MID- EPTH. S1.01 3 L �P -�01 z 0%A f%A 9 4 CONCRETE SLAB w I FIBERMESH @ 1.5 LBS/CU.YD. '4 U -5 4 OF CONCRETE OR 6x6 W1.4xW1.4 7p- Opp S1.01 Ln X S1.01 WWF ON 6MIL VAPOR BARRIER ui IN PREPARED GRADE. '564XXXXXXXXXXXXXXXXXX 6 j 0 S1.01 U Uj MONO FOOTING TO U-) STEMWALL w/ 2-#5x3O" 4 PROVIDE SAW CUTS PER 5/S1.01, BUILDER T6 _j DOWELS EPDXIED 6" MIN. \'S1.0y I c ! � - r COORDINATE WITH ' FINISH FLOOR MATERIAL. PAVERS I-i Opp F 1 6P-6to 14 BY OTHERS -�01 to 6 V) 7jof 0 .01 CO MONO FOOTING TO 1 1 11111111111 , MONO FOOTING TO I L STEMWALL w/ 2-#5x3O STEMWALL w/ 2-#5x3O M, �Si.01) MIN. DOWELS EPDXIED 6 N. DOWELS EPDXIED 6 LLJ C) I IKMI MOM I r it - - - - - - - - - - - X - - - - - - - X 5<��X S1.01 S1.01 0 FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR PLAN NAME FOUNDATION PLAN FOOTING SCHEDULE AND NOTES rA AN NASTASIA - CARIBBE BOTTOM BARS DEPTH WIDTH LENGTH TYPE SCALE: 1/4" 1'-0' DESIGN/DRAWN/CHECKED 3-#5 EA. WAY BOT. 11-010 2'-Ow 20-Opt F2.0 CS / KM /LAP DATE 3-#5 EA. WAY BOT. it-opt 20-6" 21-6st F2.5 1.0.11.16 it-on 0-0so 3-#5 EA. WAY BOT. 3 S-O" F3.0 SCALE 4-#5 EA. WAY BOT. is-Of$ S-68' S-60P F3.5 AS NOTED 4-#5 EA. WAY BOT. it-oft 4#-Om 4P-Opp F4.0 LPA No. 4-#5 EA. WAY BOT. 1'-0" 40-6" 4'-6" F4.5 TOLL-16-00692 1. THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY < r;TE7E DAT�E -Vol -Vol FF 0,11 L. N4'74,4" 0/1- 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE NTH ASTMI D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE: PER CONSTRUCTION SPECS. CONSTRUCTION Sipt"dS.-i (1)#5 CONTINUOUS, PROVIDE CO NER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/SO.O Lou Pontigo and FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue PERMANENT LATERAL w , 44 --�`;z-SLAB ON GRADE, -- SLAB ON Jax. Beach, Florida 32250 SUPPORT DETAIL. 51 -—————— Ph.242-0908 Fax.241-9557 -.N,,-SEE PLAN. 2 GRADE FL:CA# 8344 SC:CA#3579 A Id SEE PLAN. Z GRADE OR CONC. 4 '1100 SLAB, SEE PLAN. #4 DOWEL TO MATCH VERT. NII_N�8" CMU STEM WALL W/ SHOWER PAN SLOD ES TO DRAIN, SEE ARCH SLAB ON STEMWALL REINFORCING (SEE I*� 4 STEMWALL SCHEDULE to 4 #4 VERTICAL DOWELS @ 24" O.C. GRADE— 4 , PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 90* BEND INTO FTG. No. SCHEDULE) w/ 6" HOOK INTO 2 z SEE PLAN 7 CmU REINFORCING 4 00 COURSES FOOTING. LAP VERT REINFORCING of 25 IF STEMWALL IS GREATER < STAT F 1 -TO 6 #4 VERT. 0 48"O.C. _j Q ro 0V E 1 /S1.01 '04 7 TO 10 #4 VERT. @ 24"O.C. 4 'A THAN (3) COURSES. j;., STEMWALL`,� 8� CONTINUOUS CONCRETE CON T. CONCRETE 'FOOTING 4 11 TO 121 #4 VERT. 0 8"O.C. J ,!p FOOTING F3" CLEAR M 1—STORY, w/(2)#5 CONT. STEMWALLS OVER 6 COURSES TO 8"d x 16 w v TYP HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR . (245 CONT. C h r i s t o p h e r j S a bou ri n P E I O"d x 20"w of REINF. BETWEEN EVERY OTHER 10 x20" F L PE#71461 COURSE. FILL CELLS SOLID. + w/ 2—#5 CONT. REMSIONS DA;�E STEMWALL FOOTING FOOTI �-*4G W/ SH WER RECESS GARAGE STEM WALL I\ -�01 SCALE: 3/4" V-0" .�01 (IF REQUIRED) �.O 1 (IF REQUIRED) �FIELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO TYPICAL WALL FRAMING BEING APPROVED BY LOU PONTIGO B ARCH. ASSOCIATES MAY RESULT IN AND ANCHORAGE PER ADDITIONAL ENGINEERING OR (4 MAX.) CONSTRUCTION SPECS. OF EQUAL TO SLAB -7 THICKNESS. 7B SLAB RECESS SLAB BRICK VENEER IS GRADE, ACCEPTABLE WITHOUT SEE PLAN. A WALL FRAMING INCREASE OFFOO �7 X 4 WALL FRAMING SIZE. I-v4 V) 00 1 to DEEP SAWCUT w/ LAR ONi'GRADE, ELASTOMERIC SEALANT--) IEE' 'PLAN 2—#5 CONT. Uj W A- STEP, SEE ARCH. PLAN. SLAB ON 00 4 _UT NSLAB ON GRADE, K_ I % 4- 1� -4 V N --- �ZS �4< ALT. FOOTING AT _4 EE PLAN. 4; GRADE, 00 BUILDERS DISCRETION. Ir N OTES: `SEE PLAN. 4 4 1) PROVIDE SAWCUTS TG CREATE 1, X #3 @ 48 0.C. APPROXIMATE 12 12 AX.-SQ. ROD CHAIR$ (TYP.) 2) SAWCUT CONC.111' SLAB WITHIN 4 TO 44 to 12 HOURS OF iCONC. PLACEMENT. OPTIONAL 3 12 w/(2)#5 CONT. 8"X1 6" 4< -.00— — 11—STORY, w/(2)#5 CONT. 2 FLAIR 8"x20" of 8"x16" I,-1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. s-x2o-, 2—STORY, w/(2)#5 CONT. Lf) K004 MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL BEARING AT INTERIOR 7 MONOLITHIC EDGE FOOTING r5 .011 $1 it—opp \,S1-01/ SCALE: 3/4 S1.01 \I.,.�-O 1 8A �PRE—CAST LINTEL, ij 1� i w/ 1—#5 Uj 0 .,D Z TYPICAL WALL FRAMING AND ANCHORAGE PER CON 3TRUCTION SPECS. FLOOD VENT, (1)#5 CONTINUOUS, PROVIDE SEE NOTES ABOVE CORNER BARS (TYPICAL) 4- 12" HOOK INTO SLAB. JAMB REINF. MATCH DOOR PAVER BY WITH, SEE ARCH. RECESS SLABON GRADE- co I SLAB ON OTHERS SEE PLAN.__1 BOND BE M W/1—#5 GRADE SEE PLAN. _4z MISIC PAVING X BY BUILDER < 8" MASONRY 12"xl 2" 1 1#5 CONT. STEM WALL w/ FRAMING r _. I- IDETAIL 10B C> —#4 @ 481, O.C. J. 8" CMU STEM WALL W/ E GRIADEOR CONC ' c4 �,@ 1. #4 VERTICAL DOWEL& ?7 4 to OZ. SLAB, SEE PL SLAB ON MATERIAL AN DETAILS FLOOD VENT NOTES: 90" BEND-INTO FTG.1 1 4 UL) -A I GRADE, SEE PLAN. THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS � AL ABOVE THE ADJACENT GROUND LEVEL. nD _j 4 00 NOT SCALE DIMENSIONS FROM -4 —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS CONTINUOU CONCOETE THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO TI-IE MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED i =_OOTIiNG THICKENED EDGE 8 X8" -4 ARCHITECTURAL DRAWINGS OR A —#5 CONT. ID'ETAIL 1 OA EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF 0 3" CLE w/ 1 #5 (2)#5 N T. TYP PLAN NAME 10 to x20" 2" THICK x 20" VwJID_ _ rANASTASIA — CARIBBEAN DESIGN/DRAWN/CHECKED w/ 2—#5 CONT. CS / KM /LAP DATE r8 /71 il THIC H STEM WALL 10.11.16 FLOOD VENT DETAIL STEM ARAGE lelo KENED SLAB PO S1.01 SCALE: 3/4pp 1p-0to S1.01 SCALE` 3/1 1 S1.01 S1.01 AS NOTED LPA No. TOLL-16-00692 CONTROL No. SHEET OFFICE COPY S1001 T J.14 v X� 4i SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- NE DESIGNATES SIDE OF WALL THE A 3&4 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 PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. igo and Lou Pont Associates, Inc. DESIGNATES SINGLE PLY HEADER AND JACK/KING STUDS NEEDED FOR 6S U ORT HEADER, SEE DETAIL 2/80.0, 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 Da Da A307 DIAMETER FULL HEIGHT 6x6 SYP#2 POST X THREADED ROD, SEE DETAIL 12/SO.1 (2)2x6 (2)2x6 (3)2x6 w/ABU66, SEE ,HT A307 DIAMETER FULL HEIC fit SPF#2 SPF#2 SPF#2 DETAIL 1/SO.2. X5 THREADED ROD, SEE DETAIL 12/SO.1 E k§I"o 4 0 4:0. v POST. (2)2x6--- POST. (2)2x6-1/1 POST. ('(2)2j<6 -1/1 U (2)2x6-1 (2)2x6-1/1 C o . %)& r7 V A307 DIAMETER THREADED No. 4 % I % No ROD TERMINATES AT FIRS (9 0 It it (4)2x4 STRUCTURAL OSB WALL 1-. -0".. S E F A307 DIAMETER THREADED S BRACKETS SEE J ROD TERMINATES AT FIRST FLOOR PF#2 OSB WALL SHEATHING. k." HEATHI SPr#2 0 1 NG. POST. LIJ DETAIL 2/SO.2 TOP PLATE, SEE DETAIL 12/SO.1 ..4 1 N" "all POST. > 0 SEE DETAIL (3)2x4 GIRDER . FG09 ABOVE In SIMPSON HT75 SEE DETAIL 15/SO.1 ........ 1/SO.2 A JSPF#2 Ld Christopher j Sabourin PE (D POST. 110 0 FL PE#71461 X SIMPSON DTT2Z SEE DETAJL15/S0.1 N \ > 04 0 FASTEN TOP REVISIONS DATE'� ICA OF WALL PER FASTEN TOP SIMPSON LTT20B SEE DETAIL15/SO.1 5/S0.1. TX OF WALL PER Ix 1 C14 10 (3)2x4 5/S0.1. 12" LONG LIGHT GAUGE STRAP LSTA1 2 FASTEN TO TOP PLATE AND STUD SPF#2 U 0 \_OSB4WALL Ld WITH 5-10d COMMONS m SHEATHING. POST. 6x6SYP#2 POST < WALL STUD SCHEDULE w/ABU66, SEE Lro, PLATE STUD SIZE m -A- anonnnnniNnnn .....In0b, DETAIL 1/SO.2. LOCATION HEIGHT & SPACING GIRDER FG07 ABOVE EXTERIOR go-in 2x4 SPF#2 0 16" O.C. TOP P__" STUDS: of X r7�IELD ALTERAnoN 0 Pf 0. STRUCTURAL MAX SDWC15 48 C. 10,-1 2x6 SPF#2 0 16" O.C. 2C CONTRACTOR SHALL CONTACT LOU F_ BRACKETS SEE EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PRIOR TO 2x4 SPF#2 CD DETAIL 2/SO.2 MAKING ANY STRUCTURAL FIELD -%P EXTERI 10'-l.TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY STUDS 2x6 101-0" CONSTRUCTION DOCUMENTS.ANY 0 12 0.C. 1 C. GIRDER Fm ABOVE A INTERIOR 2x4 SPF#2 0 16' O.C. FIELD ALTERNATIONS MADE PRIOR TO MAX BEING APPROVED BY LOU PONTK30 a $-ON X 0 12 2x6 SPF#2 0 16* O.C. 2c C14 A6 INTERIOR M ASSOCIATES MAY RESULT IN Vxw/ POS 12x4 S:1 m L MAX 2x4 SPF#2 0 120 O.C. ADDITIONAL ENGINEERING OR < INSPECTION FEES. (3)2x6 C ST BE[ T r�l SPF#2j 2x6 S _`�_-:A_BOVE. PROVIDE 0 SEE DETAIL 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE (2)2x4 t POST. OST BEL :1OST SPF#2- SQUASH B KS 1/SO.2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. V) CONTRACTOR MAY INCREASE STUD SIZE TO MEET ABOVE. PROVIDE I V) ARCHITECTURAL REQUIREMENTS. (2)2x6 SQUASH BLOCKS POST. IN FLOOR YS M. po 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN SPF#2 LiJ X z IN FLOOR SYSTEM. YELLOW PINE. POST. +61 Cr 0 (n 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD Lj (n TOP P TO STUDS: SDWC1 5600 0 48" O.C. 0 <c 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS cr_ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. 5 2; SPF#2 STUDS @ 12" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT (2)2x6 SOLE P TE 0 32" O.C. SHEARWALLS SPF#2 \11_2X8 (2)2x8-1 1 Uj 11 3/ _ A-N, POST. WALL //113cr � __ � //1111F V 77t?F777 7 LL GIRDER FG04 ABOVE Iftor COMBINED USE PANEL NOTES > H C 2 2x4 1. EXTERIOR WALL SHEATHING SHALL BE cc SPF#2-/l CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 04 U I (3)2x4 POST. TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING CN SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj SPF#2 X > C14 04 1�1 01-% POST. 04 04 2. SEE SHEET SO.0 FOR WALL SHEATHING Ld > V 1-0 _j SPECIFICATIONS. 0 0 V _j C_ < C� 3. UPPER MOST TOP PLATE SUPPORTING ROOF < [Imm 4< MEMBERS SHALL BE STRAPPED AS SHOWN IN 10 1 00 1 04 DETAIL 1/SO.O 04 CN X OSB WALL X In SHEA I HING. FASTEN TOP 01< 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Ln > V) 3/SO.O 0 OF WALL PER L :D C,4 0� 0 5/S0.1. U_ C 17- NI-1 GENERAL NOTES 1 56 CTD CN*4 W 0 1_. ...1AP HEADE PER 7/S0.1' c' 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. LL_ X SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 04 SIZES AND SPACING. AT GIRDERS AND BEAMS, Of 04 PRO\ADE STUDS BELOW TO MATCH BEAM/GIRDER Ld momo� 0 PLIES. FB01 ABOVE BEAM Uj 6x6 P.T. SYP#2 'STRAP HEADER 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 2x8 SHEATHING SPECIFICATIONS. SHEATHING. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES SEE DETAIL 2/SO.1. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 0 POST w/ABU66. WALL PER 7/S0.1. \_OSB WALL O 'D z TOGETHER PER DETAIL 6/SO.O (2)1.75x14" 2.OE LVL (3)2x6 (2)2x6 C(2)2x8-1-/_2� (2)2x6-_1/1� 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)2x6-1/1 3/SO.O SPF#2 \-SPF#2 SEE 3/SO.1 FOR BEAM POST. POST. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 CONN. (TYPICAL) I J:, 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 j 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN FIRST FLOOR THIS END w/ 9-10d. FRAMING "o WALL FRAMING 60 z DOUBLE PLAN TOP PLATE. SHEARINALL NOTE: SW: 3/ NO NAILS REQUIRED 2-ROWS OF 16d SW: 3/6 DESIGNATES SHEARWALL FLOOR IN CLEAR SPAN TRUSSES- @ 9 0.C. NAILING - 8d @ 3" EDGE AND 6" "FIELD" 00 NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION IS 00 CRIPPLE STUDS UNCLEAR REFER TO THE 00 ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS SEE SCHEDULE ON WALL FRAMING z 0 16" O.C. 20 ul ON D:__TAIL 3/SO.O (2)2x8 PLATE CS1 a STRAP w/ 10" PLAN NAME 0 FIRST FLOOR FRANAING PLAN END LENGTH. FASTEN SCALE: 1/4" 1'-0" THIS END w/ 9-10d. rANASTASIA* - CARIBBEAN) DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD C S KM LAP BEAM SEE PLAN ALL EX11ERIOR WALL 42" O.C. DATE UNLESS OTHER NOTED 10.11.16 SCALE 3-10d TOENAILS SHEARWALLS 24" Q.C. 2-ROWS OF SIMPSON (SW M03"/6") AS NOTED (2)2X8 MINIMUM PLANK 15600 SDWC SCREWS LPA No. ORIENTED HEADER OVER SOLE PLT q L WHEN NOTED ON PLAN @ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN SEE NOTE 2 TOLL-16-00692 CONTROL No. TO JACKS EACH EACH END 1. INSTALL SOLE PLATE ANCHORS PER DETAIL W/(l)A35 3/30.0 HEADER SECTION SHEET 2. AKHOR SPACING SHALL BE AS NOTED. FOR S1.1 EXAMPLE - SOLE PLT 0 36" = 36" ON-CENTER SPACING OFFICE COPY SQUASH B KS E �E D I rF KIM F ir=15" 2x 0 f--tai OST LO YS M WA IN F OR Top P SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTESe 4 P 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (1)SDWC CONNECTOR. TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET Products Floor Truss Connector List 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. PlotlD Length Product Plies Net Qty Manuf Product Qty 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Lou Pontigo and FB01 20-02-00 1-3/4 x 16" VERSA-LAMO 2.0 3100 SP 3 3 USP THD612 1 SCREW UNLESS OTHERWISE NOTED Associates, Inc. -rRuss , USP THD26 3 420 Osceola Avenue FASTENING DETAILS USP THD26-2 8 Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 USP THD46 12 FL:CA# 8344 SO CA#3579 SHEATH UPPER WALL 2x6 STRUCTURAL RAFTER TAILS SEE THIRL LOWER ROOF Sim. FASCIA. FASTEN EACH TO 2ND LEVEL 5 STRUCTURAL RAFTER TAIL w/ A35. DETAIL 3/SO.2 BOTTOM PLATE. (2)HTS16 SO.0 (2)HTS1 6--, BRACKETS HTS16 HTS1 6--\ $0089flete CL4 SEE 2/SO.2 r 7o \ I Ell /I 04 No. 4 1 7 it 44* qt qt IN LLI 0 D C) r) D 0 D n r) N V ir LIP U L1 jj Z S F f 0 A% FG09 STUD 0 DIRECTLY1 THD26-2 TOP PLATE TO THID2r-2 BELOW TRUSS SDWC 15600 STUD SDWC15600 "J"V"bourin PE 2\ Ch ristoph�'V a ��.2 IFT611 FL PE#71461 J26 IEATH UPPER WALL tiuo OSB B OCKING 2) RAFTER TAILS TRUSS TIE DOWN WITH SIMPSON SDWC S 0 THRU LOWER ROOF E TISIONS DA \I FT01 EJ2W' PANE-L, SEE—," TO GIRDER BELOW. -EJ06 /—SEE DETAIL 3/SO.2 DETAIL E/S0.1. Rafter to Top Plate shown Truss to Top Plate similar RAFTER TAILS SEE_/ FT01 I DETAIL 3/SO.2 EJ27 L 1.1 (2) STA2 U Eju Optimal 22�* ___"4 M. EJ1 8 tiub 5 30' SO.0 17,117 C�11 1�� G07 cm r W a 0 -4 rFIELD ALTERA-nON THL )26 LL ' 1�1 I IRECTLY CONTRACT EJ16 THD26 W FTO C14 PO NTIGO&ASSO'IATES PRIOR TO IF BELOW TRUSS MAKING ANY STRUCTURAL FIELD T �:2 V X*Max MODIFICATIONS WHICH MAY VARY ROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY LU, LLUI (2)HTS16 ' =::z - — _ A I, A - FIELD ALTERNATIONS MADE PRIOR TO EJ16 26 FT03 Ll SDWC15600 TOP PLATE TO SO.0 T04- ASSOCIATES MAY RESULT IN %I zz z Z'o 7� STUD SDWC15600 ADDITIONAL ENGINEERING OR S EJ16 INSPECTION FEES. IF STRUCTURAL 0 0 CID 141!111,j� L0 4 LO L0 I%- ag;e: 0 0 a a BRACKETS 1. Sloped-roof rafters may be sloped up to and including a. CL cl�._ CL a- a- IL L\ \COO,-) in I a 12:12 pitch and must be "birdsmouth" cut. TH SEE 2/SO.2 T1 .2. Reference dAail 4 f2r installation instructions. A 4 THD46 WW C� THID46 Q SIMPSON SDWC INSTALLATION RANGE H' 16 -HTS16 z V) 0 F03 F-ih 0 LD UJI THD46 ) 0 THD46 F03 < LU W %/; -11 > L.L. ., a HTS 6—\ THD26-2 < > I— LIJ, 0 -J Z LIZZ ez FG04 Z THD46 CL r77 LLI F02 SHEATH UPPER VVALL �j Lj tHD46 THRU LOWER ROOF LU I— vyi TO GIRDER BELOW. PORCH CEILING AT _j j 13- -6� W 6- 0 BOTTOM CHORD OF D46, TRUSS SEE 2/S0.1. Uj 0 OSYP#2 _�FQ2 7 LEDGER. FASTEN STUD NOT DIRECT < . t� --- - - - - _X 0;�._j —(2)MSTA24 BELO =U- W Lj W/ (3)SDWC1 5600 U_ `�- $I SDWC15 ....... SCREWS @ F01 . I I " L 1: - t.. L,�_,�,j,�. I -q. 24 O.C. _j 17 't -L 1 1. Reference detail 2a for installation angle limit THD46 ;, — r I M! r2 '*,k so.1 SDWC INSTALLATION Sim THD46 �,31 6 OSB BLOCKING PANEL, _r"Ul - SEE DETAIL 5E/S0.1. THD612 Rafter to Top Plate shown _T[F (2)H TS 16 H TS1 C) ILL! W _D N Q. ; 10 1 11 1 ill I I 1 11, ARAPET Nei STU OT DIRECT VZlor.z_V./111�� 11f.11140 0 Vzzz, YZZAX un25�� 9.;25ffiVV, oll'/ZZ/ orz/XZAVZ111Z/ orz/zzl MPWI T,1Z1_1Z__A ' WALL BELOW TRUSS 0 11 A Do not install SDWC in H TS1 6—/ (2)HTS1 6—/ SHEATH I PRER hatched area 3 E 5 RAFTER TAILS SE WALL, THRU OW 0 SO.2 SO.0 DETAIL 3/SO.2 SDWC15600 Sim ROOF TO 2NDii -liVEL.�, Sim. BOTTOM kL�TE Overhan 1 1/2" MIN 91;. 2" MAX CONT. WALL ROOF DECK TO SHEATHING. BLOCKING w/ Sd 2x6 LEDGER INSTALLED COMMON 0 3"ID.C. SQWC INSTALLATION [�ANGE OVER SHEATHING W/ 5-10d @ 16" O.C. FLOOR AND FRAME UPPE —ROOF ROOF TRUSS LEVEL STUDS TRUSS CONT. TO 2ND Rafter or Truss PLACEMENT V minimum edge LEVEL TOP PLATE. distance for full values (with or 10d @ 3 Splice may be in upper or PLAN o j; r without a plate lower plate splice) 2x4 BLOCKING 2x4 BLOCKING 0 48" @ 24" 0.C. o DO NOT SCALE DIMENSIONS ROM o O.C. FASTEN EA. END THESE DRAWINGS.IF A DIMENSION 5 w/ SDWC16600 SCREW EDGER UNCLEAR REMR TO THE 2ND LVL ------- EE PLAN INSTALLED SIMILAR TO FLR ELEV splice Offset for full values STUD NOT DIRICTI TOE—NAIL APPLICATION. o BELOW TRUSS PLAN NAME o FLOOR AND ROOVIFRUSS PLACEMENT PLAN ' o rA N SCALE: 1/4" lo-Ow NASTASIA - CARIBBEA BALLOON DESIGN/DRAWN/CHECKED FRAME WALL CS P r KM LA DATE _-*��2X4 BLOCKING SDWC AT TOP PLATE SPLICE 10.11.16 2x4 BRACE. FASTEN INSTALLED W/ SCALE 5-10d TOENAILS. EA. END w/ (4)1 Od AS NOTED FACE NAILS. (3)SDWC1 5600 / LPA No. SCREWS -16-00692 TOLL CONTROL No. r IT ff"AIL SHEET SECTION PARAPET WALL D .2 S1.2 OFFICE COPY Sle2 SI IF%GO 5^1 UUNU AV11RU SHEET7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW' 3 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 J 3" O.C. EDGE & 6" O.C. *IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue I BEAM OR TRUSS, SEE PLAN Jax. Beach,Florida 32250 Ph. 242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD. SEE DETAIL 12/SO.1 CL4 SHEATH UPPER WALL W A307 DIAMETER THREADED THRU LOWER ROOF No. 4 1 ROD TERMINATES AT FIRST FLOOR TO 2ND LEVEL TOP PLATE, SEE DETAIL 12/SO.1 jr BOTTOM PLATE. Cc , 'S A:� ROD TERMINATES AT FIRST FLOOR A, F A307 DIAMETER THREADED STA E o (Eb TOP PLATE, SEE DETAIL 12/SO.1 ----------- H SIMPSON HTT5 SEE DETAIL 15/80.1 CO Christopher j Sabourin PE V) F L RE#71461 SIMPSON DTT2Z SEE DETAIL15/SO.1 STRAP HEADER FTE�SIONS DA-M PER 7/S0.1. SIMPSON LTT2DB SEE DETAIL15/SO.1 (C (0 X CIS 12* LONG LIGHT GAUGE STRAP CS18 @ BOTTOM OF LSTA1 2 FASTEN TO TOP PLATE AND STUD STUD WHERE NOTED. WITH 5-10d COMMONS SEE DETAIL AT BOTTOM WALL STUD SCHEDULE RIGHT OF PAGE. SHEATH UPPER WALL PLATE STUD SIZE -.-00) LOCA11ON THRU LOWER ROOF HEIGHT & SPACING TO GIRDER BELOW. EXTERIOR gf-im 2x4 SPF#2 0 16* D.C. �FIELD ALTERA-nON MAX I 10'-1 2x6 SPF#2 0 16* D.C. 2E CONTRACTOR SHALL CONTACT LOU (2)2x6 SPF#2 EXTERIOR MAX 2x4 SPF#2 0 12* D.C. PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD -POST. (2)CS18 @ EXTERIOR 10'-1 TO 2x6 SPF#2 0 16* D.C. MODIFICATIONS WHICH MAY VARY 14-0 FROM THE INTENT OF THE ORIGINAL BASE OF STUDS. 101-0" CONSTRUCTION DOCUMENTS.ANY r1f) INTERIOR MAX 20 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO 1-: TRUSS T41 ABOVE BEING APPROVED BY LOU PONTIGO a z INTERIOR 12*-Om 2x6 SPF#2 0 16" D.C. 2L ASSOCIATES MAY RESULT IN V) LLJ -E MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR \.' (4)2x4 SPF#2 SIUD NOTM_. __POST. (2)CS18 @ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE F- < Lf) LL- Uj 0 C5 BASE OF STUDS. 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. F- o CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. LLI to < I.- U0 3: 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z < T- YELLOW PINE, -j 0 U- CJ- 0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L) U) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 0 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. F- F- < Ln MINIMUM. SEE 3/80.0 FOR ADDITIONAL ANCHORS AT F- SHEARWALLS 0 COMBINED USE PANEL NOTES A 1. EXTERIOR WALL SHEATHING SHALL BE SHEATH UPPER WALL CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING THRU LOWER ROOF SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LU Li TO GIRDER BELOW. 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. z 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O STRAP HEADER X 0 R '�14/SQ.1., GENERAL NOTES 00 00 1 1. SEE DETAIL,2/S0.O FOR WALL FRAMING DETAIL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD V) V) SIZES AND SPACING. AT GIRDERS AND BEAMS, C-) L) PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER iiI H PLIES. Uj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR �(2)2M-1/2 SHEATHING SPECIFICATIONS. 0 Z SHEATH UDPER 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE WALL THRU LOWER PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ROOF TO 2Nb LEVEL TOGETHER PER DETAIL 6/SO.O BOTTOM P ATE. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 0 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 SECOND FLOOR FRAMING PLAN SCALE: 1/4" V-O" 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS C -18 STRAPPING DETAIL S CS18 STRAP w/ 10" 4- END LENGTH. FASTEN SECOND THIS END w/ 9-10d. z FLOOR WALL FRAMING It Ul hw FRAMING PLAN 01 NO NAILS REQUIRED 00 IN CLEAR SPAN 00 2x6 BLOCKING FLOOR TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 0.131x3" @ 6" O.C. UNCLEAR REFER TO THE z WALL FRAMING W ARCHITECTURAL DRAWINGS OR z STUD TO PLATE SDWC1 5600 @ 32 O.C. CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN rANASTASIA - CARIBBEAN THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS KM /LAP DATE PLATE TO TRUSS: 10.11.16 GIRDE X SDWC1 5600 SCALE TRUSS AS NOTED FLOOR_/ TRUSS LPA No. TOLL-16-00692 CONTROL No. SECTION SHEET .�3 OFFICE COPY S1 *3 F7mM m I V R I ,0/ k-_ SHEET 8 OF9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMINQ PLAN NQTES* 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. WEN USING (2)H2.5T CLIPS ON 'I'Aw WDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRIUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 \AE J. %% 00 CIS No. C4 2x10 BLOCKING FOR FIRST STX- F F 2x10 BLOCKING FOR,,TIRS-T 0 A 2—TRUSS SPACES. FASTEN sr, 0 0.2] Nw -0 2—TRUSS SPACES. �FAS TM 0 EA END w/4-0.131x3' -4 EA END w/4-0.131x3'.__1., STUD DIRECTLY11 01 TOE—NAILS. FASTEN TO TOP 0 1 TOP PLATE TO -11 i�l i TOE—NAILS. FASTEN TO TOP 4.boo 00 BELOW TRUSS to to W M. M co 0 M ce) M co PLATE w/ SDWC1 5600. SDWC15600 STUD SDWC15600 PLATE w/ SDWC, 15600. C h r i s t to p h e r S a b o u r i J, PE FL P E#7 14 6 1 ce) ce) TRUSS TIE DOWN WITH SIMPSON SDWC SIMS DA-M Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)� 10! k 30' �RELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD CLX: X*Max MODIFICATIONS WHICH MAY VARY HE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY C14 C14 C14 C14 C14 CIA C14 (2)HTS16 FIELD ALTERNATIONS MADE PRIOR TO (2)H TS1 E V) V) V) (11) to D D Z) :D D BEING APPROVED BY LOU PONTIGO SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN \_STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. N C4 Cq 4 T41C4 C14 C14 C14 - 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitch and must be 'birdsmouth" cut. 2, Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE z ----------- DIAGONAL BRACE. LU SEE 10/S0.1 K\_DIAGONAL BRACE EE 10/S0.1 LU S ...................L 2x10 BLOCKING FOR FIRST STUD NOT DIRECTLY 2—TRUSS SPACES. FASTEN BELOW TRUSS SDWC15600 EA END w/4-0.131x3' TOE—NAILS. FASTEN TO TOP _Ngic Reference detail 2a for installafion angle limit PLATE w/ SDWC15600. V) SDWC INSTALLATION 0 C) 0 2x10 BLOCKING FOR FIRST Rafter to Top Plate shown t 2—TRUSS SPACES. FASTEN (Truss to Top Plate similar) 0 t**4*4* EA END W/4-0.131IX3" LOU :3 TOE—NAILS. FASTEN TO TOP SO.2 PLATE w/ SDWC15600. STUD NOT DIREETL NT IBELOW TRUSS I Do not install SDWC in hatched area Gtor SDWC15600 0 ist Roof Truss Conne It RUSS! ROOF RAFTER NOTES: STRAPPING NOTES ao . MIN Manuf Product �.-,`Qty 11 1/2 .......... 1 STRAP TRUSS)ES AND ROOF RAFTERS TO BEARING Overhang- 200 USP JUS24 .10 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SS OTHE USP THD26 10 SCREW UNLE RWISE NOTED SDWC INSTALLATION RANGE 10n0F To' 1SS PLACEMENT Rafter or Truss V minimum edge Ari ' kOOF TRUS$ PLACEMENT PLAN distance for full PLAN values (with or --v SCALE- !'/4" 1 0" Splice may be in upper or without a plate lower plate Splice DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS r UNCLEAR REFERTO THE ARCHITECTURAL DRAWINGS OR X* from top plate splice Offset for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME ANASTASIA - CARIBBEAN 44, N/DRAWN/CHECKED DESIG CS KM LAP DATE 10.11.16 SDWC AT TOP PLATE SPLICE SCALE AS NOTED LPA No. TOLL-16-00692 CONTROL No. SHEET OFFICE COPY S1 *4 F Q 7M SHEET 9 OF 9