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1756 ATLANTIC BEACH DR - STRU DRAWINGS I , I I i I . . I I . __ - . . � DESIGN SPECIFICATIONS USP CONNECTORS TYPIC 1 . m MICAL DOILIFII-F TOP- . O.131X3" TOE NAILS TYPICAL-TOP PLATE NAILING: PLATE SPLICE WINDOW SILL SCHEDULE DESIGN CODE: COMPONENTS & CLADDING UPLIFT TYPICAL STUD NAIURQ- 2X6, 2x8 = (5) NAILS - 1 4'-O* MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END ;1 2014 FLORIDA BUILDING CODE - RESIDEN11AL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) FASTENERS FL# CODE O.131x3" END NAILS: 200, 2x12 =;: (7) NAILS - FASTEN ALL TOP PLATES / (16) O.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END � DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF . � 9- LVL, 11- LVL = (7) NAILS / (3) ROWS VENLY SPACED 4 4'-4* -(1)2x4 SPF #2 (4)12d TOE NAILS - �� , I ' � UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR ED P GE STRIP (PSF): GARAGE +16.3 V ' (9) Odx1Vj" I i I ' � 1 (2) 0 2x4, 1 14" LVL, 16- LVIL = (9) NAILS 1OF .1 31 x3 0 12" O.C. STAGGARD. , I I-,,- 1 4 6' 4" (2)2x4 SPF #2 1(5)12d TOE NAILS AREA (sf) ZONE (PSF) a$ = 4)-6- DOOR -17.9 450 450. -1 i .1 . 1 (3) 0 2x6, I #2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (B'x7') USP RT7 585 495 . (5)8d EA. END 1 (4) 0 2x8. 1 SW#2 . I I SYP#2 DBL. -HEADER, (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ROOF FLQOEL . 1 2 CAR USP RT8A 775 650 (5)'10dW/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. N. 1 4'-O" MIN. . � - ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 2" EA. END 1. USE SPF#2 OR BETTER FC R I SEE SPECIFICATIONS. i - I F _ . - I -r I-r-r �_r I - - ------- ... . I I I USP MTW12 1195 860 (7)10dx1'/ I I I -r-r-I-r�', -r- . TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -i7.0 USP HTW20 1450 1245 (1� )10dx1'/2" EA. END ALL WALL STUDS.. >C3 1 1 I I I I I I 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (1 6'x,7') SEE 5/SO.O. . . I - I - , I .0 RAISED -4:: s, I n c. BOTTOM CHORD LIVE LOAD 10 psf WI S LUES (ASID). THE USP MSTA36 2065 2065 (1� )10d EA. END I TES. REQUIRED IF SHEARWALL.-\ :::I I HEADER I I [�_--: D TRANSOM OPTION., 20 psf (TILE SHINGLES) 10 psf WI R BY 0.60 AS PERMITTED BY USP MSTA24 1640 1455 (9 10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY , ' 11 Associate 0 psf 0 THE VALLI 5 psf 5 psf 1 - - 2x SPF DIAGONAL BLOCKING DEFLEC11ON CRITERIA: THE ALLOWA13LE STRLSS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 "O ROD TO FTG. 1 3. USE SYP#2 FOR ALL N � ::-I r:-_ FASTENED W/ 3-0.131-x3" 420 Osceola Avenue 4 :I Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEADER I r5m _r5m I I \ I 11 I I 1 7 �-- EA. END TYPICAL. FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/1,"O ROD TO FTG.. . � I I - I - - 4. HEADER 11/"-SHEATHING MAY EXTEND 2" Ph. 242-0908 Fax.241-9557 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE I I I I 1: I - _\--------- 11 PAST BLOCKING- WINDOW FL:CA# 8344 SC:CA# 3579 USP HTT22 5370 5370 1 ARCHED 0, ATTACHMENTS MUST 5/1;"0 ROD TO FTG. BALLOON FRAMED FULL I I I . L SYP#2 HEADER- WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/�"O ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR I L__ - - . __j FASTEN LOWER STUD TRANSOM PER PLANS. ANCHOR INTO 2x MATERIAL WI LIFT, TRUSSES SHALL BE DESIGNED WITH A 5� BEARING ELEVATION, U.O.N. ON OPTION MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSIF . 2535 . 3"O ROD w/ (12)16d PLAN. TO TALLER STUD w/_� SEE RIGHT. IN'.. )` BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS * D MINUS = SUCTION. 2-ROWS OF 10d COMS '--,,,_,..., i KING STUDS, �� SEE PLAN. � i LL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1545 1455 (E�)1/.-X 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE i 'OtI011111111swE11111111" . LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I I I INTERIOR LOAD BEARING FULL HEIGHT ANCHOR E I � 60% ER is RESPONSIBILITY OF THE WINDOW/DOOR MAN U ALL MEET � I , - BY 0.75 WHEN COMBINED wl DEAD LOAD. WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND 0 AT TWO S - 0,109 �$I* THE ABOVE NOTED POSITIVE AND, NEGATIVE PRESSURES. SIMPSON CONNECTORS TI I TORY CONDITIONS, I 09 ".. 6--6 q w/10d MASONRY CUT NAILS 0 \\,- 'er I 0 BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH � TYPICALLY %" FULL PLATE NAILM EACH END, WINDOW SILL SEE PROVIDE SOLID BLOCKING . il 0-0;-0111'e � IMPORTANCE FACTOR --------------- 1.00 01 I, ;�4 UPLIFT . . 48" O.C. MINIMUM. SEE 0.11310" TOE NAILS: HIN FLOOR SYSTEM AT ALL 4 * % "_4 _� . (3 UPPER LE : - DDITIONAL RODS 0 6'-O" O.C. ) 0 2x4, VEL POSTS & JACK Z j � ---------------- 25.0 FT - I �0 k FASTENERS FL# CODE ANCHORS AT SHEARWALLS : = No.7 11 C�i .. MEAN ROOF HEIGHT I __ " � SYP SPF . . . . STUDS. I = : I In I a I 0 1 1 1 (4) 0 2x6, - = * : .. lk - "..4 ------------- 6/12 1 1 : = * , r A35 450 450 12-WAI/2" 10446.4 (5) 0 2x8. I SDWC15600 SCREW = a . -4 - 0 . : = . : I BUILDING CATEGORY ---------------- 11 to BLOCKING ONLY REQUIRED � : % STAT F " i `0 __ _ SEE 8/SO.O. ,I �" �',, �.! ,�:,: __ -,7,.,:-. . I .- q-,z ,= ,�24 _ H2.5T 600 rs 1,-1� :_.�__-'.-",__U ,'' _10 -:.i_'. ,.;, , 5207 _� . . , �. : �, -,:�-.,5� ,.":,?k��-.,-m,,m��.,--�,,--,�.x,,,,71�,T:""i--i*�-""7 -M7 -,",'Vil6�, . Ti I,1, i�BEAFING WALL* :DENOTES EDGE STRIP. ,T," AT SHEARWALLS AND-\ TE I ",1, , :1 . :. � I . I I 1 ,117�47 1 � . I i� r � � PT. SYP#2 .s' 444 .,Z-' , _ "_ I; . * 4�e _C 4 ti. . .1. : � ; I , I I I 11 I � � -P, "***A% , _ .. I STUCCO FINISH 0 ,V,�� r HTS16 1150 1 utst)�J! ,I 110-104 EA. EIM I . 1164�6.6 : I SOLE PLATE. " * ENCLOSURE CLASSIFICATION --ENCLOSED I - . - . � SEE PLAN FOR STUD SIZE �& 0, * N�;,. I � � i I I I ,, , "i, m . , X, .4 OR ! . 1. 11 C rA , 41 - V-4 1 ABOVE FOR 'a' DIMENSION ,! I AND 0. . SPACING. ,, A IF A i I I AM A I I I , A I I i� VI I j� V, �ksl 40 14041010110 ., 0*� - . .. - " �_ INTERNAL PRESSURE COEFFICIENT ---------- ± .18 MTS12 1000 860 1 7-1 Ddxl'/2" EA. END � 10456.3 1 -_ It I 11 9 Is to I I . _t --- Co ,,%.% . I WALL SH . - , I . I . I. � � . I, , U ��...�.. '' �. I , . � 11 . -Z;--= I a --4 . � � I�4� -, 16 4 I - .4�.�.� �I - - . .1 I � 4., , .. . * .. ,�,�., , - . . ,. I 1 7 . I . ..,. . - . : ,,. I � 4 I I I, . 7� . . . I . j � I. I I I .. . I . I;, I .. ,.:., .- -�, 11.. I , -1,I, I . .: * 1. ,�"- -.., " 0 1450 1 SEE DETAIL 1/S0.1 P! . � : -..', �4 1 4. ..� ! ,. I; .0 . , , , - � I HTS20 13872.3 EATHING W ""'*4--;';'4JA %ON-'-��'-%-'_ I , 1245 24-1 Odxl'/2* EA. END : 10;0I I . I I I CONTINUOUS BLOCKING i�\_ .!� �, " , .. . . .4 � . - . . I . I 'Vol' 'A. I . . . . .� 4 ,.,i;,,,�,,.I , 11 v MSTA24 1765 1270 Dd EA. END 13872.4 WITHIN FLOOR SYSTEM � . ___ .-� I . FOUNDA PL � L ...i..''. . t A. . .I: 1 , 4, _- ,-%, -..�.o . � . , � � 4 � -T 11 1. - 4 �. I. . - - . . �, . . . Uz : FOR SPLICING . I _t .. A . , . TJOK, SEE , . A " . I . - MATERIAL SPECIFICATIONS 01 Ir a Ir I al 9-1 WHERE POST IS ABOVE. 16d COMMONS : OPTIONS. . 1;�, I 1 9" 1 Y2 Is - , I C h r i s t o p h e r J Sabourin PE MSTA36 2050 1870 13-10d EA. END 13872.8 0 8" O.�._� ' I S., i - 0 1 1 0 1 r- - -I WALL FRAMING AT WALL.FRAMING AT � MAX. \_SOLE PLATE ANCHOR& FL PE#71461 HARDWARE AND ANCHORS: 1 16� �__ t - : FLOOR SHEATHING ! I PLATE CHANGE CONDITION RAISED HEADER FROM SOLE SEE SCHEDULE HTT4 3480 3080 'a- 11496.2 8d 0 3" SEE SPECIFIICA-no��. \I �. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] t-0--t o I t1_5'a"O ROD TO FTG. = � I PLATE BREAK ................1`� ASTM A 307 OR ASTM F 1554 GRADE 36. . 32�16d TO TRUSS/BEAM . i I I IF I mz I BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT Ko_�TISIIONS DATE WASHERS: SHALL BE IN ACCORDANCE NTH ASTIM A500 (GRADE B). -- � 1HEADER CONDITION OR RAISED HEADER CONDITION. NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5 "O ROD TO FTG. 11496.2 F----- `11 I I NDITION METAL CONNECTORS: ALL METAL CONNECTORS W"ICH ARE EXPOSED TO I �� I 1 /0_2� TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-1 d TO HEADER I I I I I I I �,-, - i, I . '. I I I I I .� . . 1 . -1 d TO JOIST 10655.113 -_ I T �� -9i I \zoj RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4 1 1 . I I : I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/, " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURESi OR I I I I : 1 4 14- , SOLE PLATE ANCHOR SIX AND 1/13" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 10531.36 L---J.- __J --- _j I -, - Q&HOLD DOWN, - (U.O.N.) ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-1�d TO JOIST 11 -//I- � , THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP DBL. SEE 1/SO.1. 2Y4!,'---"-,' - I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/."Is ROD EPDXIED 6" MIN 10849.6 �SEE 5/so.o. � � -1 (DUAL CARTRIDGE INSTALLATION ONLY): TOP PLATE. � Is 4%/_-TO OUTSIDE BUTT JOINT ABU66 2300 5/."s ROD EPDXIED 6* MIN 10849.6 11 " - LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES& . BLOCKING ONLY REQUIRED j 2-Y4�,�. I __� REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMF SON EPDXY-tt 11506.4 AT SHEARWALLS AND--1 WALL SHEATHING _. STRUCTURAL STEEL:- SHALL BE ASTM A992, GRADE 50. it I I 11 TO OUTSIDE Ko FIELD ALTERA-nON 21 LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ;1 , , 10 �16d TO STUCCO FINISH. '4--,- WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 1 - - STOD/bE'AM/POST SEE DETAIL 1/SO.1 11 . i I WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 _... -� ..�.1.. 11496.3 FOR SPLICING 11 PLAN VIEW A., - 11 CONTRACTOR SHALL CONTACT LOU LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-V2"O ROD TO FTG. OPTIONS. RATED SHEATHING, PONTIGO a ASSOCIATES PRIOR TO SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d ,. 13872.5 U BOUNDARY OF SEE GENERAL NOTES. MAKING ANY STRUCTURAL FIELD , .. MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION. AND ANY i- I ..I!,,L�, I FULL HEIGHT X" THREADED ROD 1 12" 4""1 SHEATHING. . . . . . . /_ . . . . . . . . . . . . . .. . MODIFICATIONS WHICH MAY VARY U ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 ' 13-Sd- SHEATHING PT. SYP#2-/ I - - !2� FROM THE INTENT OF THE ORIGINAL I I ..1. 1. -I ___1 -1 . 10852.1 - TO BE EPDXIED 4" OR X"OW SILL PLATE. MAX EXAMPLE OF PANEL . . CONSTRUCTION DOCUMENTS.ANY � 1� I � . :1 SIMPSON TITEN HID. . . .. . . FIELD ALTERNATIONS MADE PRIOR TO I El A . : I . CONTINUOUS EDGE w/ BLOCKING .. BEING APPROVED BY LOU PONTIGO& � . -N,,,,* . . . . GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS � , ,� I INTERIOR BEARING I .1. 1 , : �. � t I _i I WHERE REQUIRED BY SSOCIATES MAY RESULT IN I f I - W&J,_SEE SCHEDULE I . .. I I ": :, I . I I i TOP,PLATE. I SECTION MEW , GENERAL NOTES. . .. ADDITIONAL ENGINEERING OR � .1 � .1 I FOR STUD SIZE . . . � � . � . � � � FLOOR SHFATHIbIG SPECIFICATIONa I I 11 I AND O.C. SPACING. . . .. \... �� ,, !I I , . I - . � . I I I - WOOD SHEATHING, GLUE AND NAIL WITH lod COMMON 0 6" O.C. EDGE. & FIELD I . __1 . /_1% . . . .. . . . � . : � 1! I I � I WALL SHEATHING TO . . . ..i. . . i ` -*. . .* *. ` '.� *. . . � � ,, , i I I I I I .o - I I 'I SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . I I � SOLE PLATE .. ROOF SHEATHING SPECIFICATIONSP I ; � I �, i I - ------ -_ . I � . ;t, I � I RAISE N' FROM EXT. WALL SHEARWALLS-WASHER E SUPPORTED EDGES, . . , , , affiN-GL_ MIN. 7/,.*. 24/16, APA RATED OSB OR 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!1" 0.3. WITHIN 4',-. Op' OF ROOF �DGE). �Bd 4 3" � SEE DETAILS SEE DETAILS BOTTOM OFSOLE ANCHOR SPACING SPACING GENERAL NOTES * . � l'i 1 � _.. 1 ;1 . I ! SPEC. DEPTH DISTANCE . I I .1 I . .� ! - I . . .) . . � -0�7.,OF 'ROOF I EDGE). i I., ON S1.01 .,-- ON S1.01 -\,,\,,, .1 , . ILL - 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 SPACING TO 4" O.C. "THIN 4'7 - . . I I / I X"o EPDXY 42" 24" 3x3xO.229" 4" 2Y4" ' � I F- I _1 F--- -_Z1 r- - - -1 w/8d 0 3" 0.C. . EXAMPLE OF UNSUPPORTED . . .. . . . z ! , , L I I : � �- ____ --1 ___ VOW TITEN HD 42" 24* 304.?29", 4)�" 2-Y4" .. ' ". 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. WTHIK'4"-O"-'OF ROOF EDGE). ' I I , �[ I I 4 . .- .".I I I . I I I I (UNBLOCKED) PANEL EDGE--�_ METAL - MIN. 1/2 % ", . .I i ... , . . .. � 1 4__� - � I� 4 - I � . . � I ". � . , .. . , .. . . I : . � . I . J ! ; 1 i�,, j , . 4 . I * . . ��'d " _ . '. .. ,.: i... � I (TYPICAL). - . .- . .. . .. I I I 'k -, A, ., � , - . � . - . - � I . I I � I � U.-I. I , .I.. ., . �� ., . I I NOTES: U L9 � A�' ., � � : . I . .. WALL SHEATHINIG SPEcinCA-nONS% �i � I � ; I i 6� .i , .-�i*,,- I I I .� . 4 �.'� . . . *I I . I '' � I I . . il .%..., .,. I It . . . .1 7/ ' " : I . .I .. . . � , .. � 4 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND, ADJACENTTO . .. 1;: I I . � p � .. . 4--4,i-, ,-. .' 1� - I- . .. I I I FLEXIBLE FjNL$fj-MIN. " OTTOM P�ATETO LIP,PER TOP PLATE. .1 I I I I "' '� I � I REAKS AND KING STUDS. NAILING TO INTERMEDIATE _ 11; , 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM B� .�, 1. � .11 � .1 I � 1. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE 06NSIDERED BRITTLE FINISH. � I . 11. I - I A �� - i - i I ---------i 1� SUPPORT IS 6" O.C. MAX. - . . __�_ ROOF � STUCCO FINISH-MIN. L-1 '.EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM. ;' : " ILIPPER TOP PLATE. j ��__L------- I < (n 7/ - 80' om O_LATt' To I 1, 11., _. - � I L � I t,I! � 11, I 4i � I . � I . i-�11 TRUSSES, OR EONS* I i , , . . , I _. I ! i :. I I I "- T FLOOR JOISTS. 16 , 24/16, APA RATED OSIB OR PLYWOOD STRUCTURA SHEATHING, FASTENED w/ 8d 0 6" Q.0, TI 2. WASHERS SHALL BE SLOTTED. (UON). - :, ''I . I I SINGL� STORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3P'XYX1/9" W" 1 1/,"0 ROUND ' r T IJj ESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI53%t05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM f 28 DAY COMPRESSIVE STRENGTH OF 1' '! � I I - %, / " I � . I . STEEL WASHER MAY BE USED. ,� � . . I I . 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN Bm TO 1 11",SOJM_'�. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TY�Ell,,N' '�MC�R R MAYI,B"E' U'' I . . I I I i �'. I 0 I I , � , . � 'i $ED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I �,.*,_ ... . I I � 1 . 1! I 11 . .�. I . .. . I � . I � I ,Wj4 /""�3 S �411_ ,a ,SCHEQU "_ r4-4N RO 1%*_'__,� � ; . TYP.�' �LL SECTIONS OLE PLATE ANCHOR DE R-E ,� , OF AND FLOOR SHEATHING NAILING � - I . I I , , 1� . - -_ CONCRETE MASONRY UNITS (CMU),. I ., � . 1 I "I I - I I . . SCALE: 3/4* = 1'-0" "A' � SCALE: 3/4" = 1'_O" CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi)., GROUT ALL CELLS CONTAINING VER-11'CAL' . I � \I�-O 1%1�0 U Lj REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANIOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MAS69RY WHEN THE WALL HEIGHT EXCEEDS 5,-On. - I I I - . . I I MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW-CONCRETE:-,MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING HALL NOT,.BE- -.1 1 . - 1. � ..I�� !!�� I 1 1 1/12" 11/2","I -,- F� z USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WAL-S SHALL BE REINFORCED FULL HEIGHT I I . 'I WITH - #4 0 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROV1DE..,,C-M`1WUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40�BAR I � . 1 (3) ROW OF 19d-- I � I * OVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF, SHALL�BE INCREASED AS.NOTEID ON I . . 2 PLY - . i NAILSO 8� 6C. 1, ! . I F� 4< DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, .PR � � � � BEAM. 6 STAGGERED_\ * . 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6, 1 � . . � � � ; I ! . I SIMPSON, a I" � . -_,-,,- 2x4 BLOCKING -_ I � ; � I I 1 , 7"'N I � ON 1 04 C14 024" O.C. FASTEN .< 0. = MASONRY (BRICK): . : '' . - I , ., SDWC1 5600 , Al _,��' 1, T 6 a � � . . BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY, 2 : I 11 SEE ROOF,_ - � I 2x4 MEMBERS: I i . - � I I I . . I I FRAMING - * , * e TOENAILS. . -_ ,,�- J) ROW OF 10d : . 1. 1�1 i , I i ,---- � EXTEND SHEATHING VERT. 71 A . NAILS 0 4" O.C. W � � � CONCRETE SPECIFICATION& TH OF 3)0O PSI AT. 28 DA i I . � 11 DETAILS. TO TOP OF TRUSS AS SHOWN. , .1, e% (4) ROWS 12d . : . I - I I ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRIENG . .., I m � ! YS I I � AT 12" O.C. . - � I . I is io * -_ V) CONCRETE AT GARAGE LL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. I I I L PROVIDE 2x4 BLOCKING � 2x6 MEMBERS X=111 4 � I � 1_.� %_1 EA. SIDE. ' fp I I I I ; 1. :' -1: , ��, 1, I �' ''I , i I AT HORIZONTAL JOINTS. P 'a (2) ROW OF 1 Od . I . I I . ROOF SHEATHING, SEE -..- -.I- STUDBELOW �mm D i - I . 1 I - GENERAL NOTESD � I I ; . . i 1 (3) ROWS 12d � - -L4-L NAILS 0 4" O.C. I,_ LOWER TOP � . .1 ., .. ,: a I'' � : I SPECIFICATIONS BELOW. 4-10d ; 1 , . � , I I I I . I . -00 AT 12" O.C. PLATE AT BREAK. OVER LAP DOUBLE Il-COMMONS FOOTING AND F!QUNDA-nONS: � � i I :�� , � I dEa is , � � . . f : EA. SIDE. TOP PLATES. FOOTINGS 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 W� PORT IS RECO MENDED TO VE!RIFY SUITABLE i I PRE-ENGINEERED WOOD - < - I Im !2x SPF BLOCKING i ROOF TRUSSES. I ORTHOGONAL VIEW WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL., THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (m-ol_AY) SOILS. SOIL COMPACTION -AND FILL : RIPPED T6'FIT- I CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. - ; i I� .'., I I 1 . 11 -1 .. � . WITH GAP SHOWN. j 0- f I : � I ! � � . � , i < Is I I I I I I , � " � t I . - N W LY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS,, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENsioslS AND LOCATION FROM THE � . . � I . 0 1 (3)ROWS OF 5" (3)ROWS OF 6V X-5-1-1 & I OWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN 0 , � r :2 I I I R FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTI 4G SIZE:OR,LOCATION IS NOT1 - , SIMPSON , I 1to _",_� .4- TRUSSLOK TRUSSLOK 0 tSk*,tb z I I _% Iff DETERMINED ON PLAN THEN CONTACT ENQNEER OF RECORD (EOR) . I � . ,. I . I SDWC1 5600 -,, , - ENGINEERED WOOD ENGINEERED WOOD -1 . i SEE ROOF FASTENERS 0 24*o.c FASTENERS 0 24*o.c ' � � ___+__ F� 0 CO UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3- IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVDE #3 0 48" O.C. OR RODI CHAIRS. FRAMING . I SIMPSON AS SHOWN AS SHOWN � PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING,,WHERE, PERMITTED, SHALL BE 48 PLAN FOR _ - CORNER WALL INTERSECTION , I � I �_ , . I SDWC15600 ,� i : CONDITIONS BAR DIAMETERS . I . 1 I � I .� DETAILS. I ! S EATHING MAY ON_/ I COND11IONS I � .11 - 1. I .. ! SEE ROOF CONCRETE SLABS ON GRADE* � . . � I - I I I . SIMPSON_�,/ T RMINATE AT SIMPS FRAMING 3-PLY 4-PLY NOTES: 2 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 T NTION- OF SUBTERRANEAN I SDWC1 56bo �� TOP OF DBL. SDWC1 5600 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. F� � SEE NOTE�1. ' - TOP PLATE. SEE NOTE 1. TERMITES. SAWCUTSo FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I I I DETAILS. 1 2. - DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VER11CAL I 11 � 0 WOOD FRAMING SPECIFICATIONS* 5" <I H�EEL < 1'- TYPICAL CONNECTION NOTES: 3. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 0 H 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH I I -0, 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WERE MULTIPLE . � SOIL SHALL BE PRESSU RE-TREATED. IF. ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS'USED, AL_ ATTACHED FASTENERS SHALL BE NOTES: ! JACK-TO-KING ASSEMBLIES. CORNER POST, ETC. OPTIONS ARE SHOWN. STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTTUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ; PRE-ENGINEERED WOOD TRUSSESe I AT T6P �LATE TO STJD, SPACE 0 48" O.C. I IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND I - I 't w SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS r5 NN RPOF TRUSS CONNECTION . **NN t'7� INTERSECTIONS STUDS CONFIGURATIONS . - - INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE,TEMPQRARY BRACING:,PER; 'C,OMMENTARY' AND I I "_ r6 BUILT-UP MEMBER FASTENING - RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON t; I � . . TE FROM EA. OTHER. � 1:�: '' , \1�-O ;, \Z-.00/ . � I I SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLA I ''. I I I I , I��,i 1 !,''i,�" , i \ZD/ . ! � I � KING STUD TO TOP PLATE: TRUSS TO PLATE: I , , , - . i ROOF COVERING SPECAFICATIONSo ,( ':. t ; �': I . I - SDWC SCREW DESIGN - . I " � I "', 1-' � ! TE ASTENINrz. I ' I I ; , NOT REQUIRED AT GABLE I? I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTIM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY � I SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLA ER FASTENING: I ENDS OR OPENINGS LESS AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLE�D : I THAN 4'-6* FOR GABLE ENDS. j SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. j . .ii-I �� i � I 1..,i'' -I!," I., � I � :I FOR GABLE ENDS. , __�. I I KING S � 11 I - i SDWC15600 SCRE TOP PLATE TO HEADER FASTENING: 1, -Ij. I - ... � . I WATERPROOFING* I j-'' : i i .% I., I_, I� i I I NOT REQUIRED AT GABIL / THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDESIGN/INSTALLATION OF ALL WATER PROOFING. I I � I ENDS OR OPENINGS LES SEE DETAIL AT RIGHT. NOT REQUIRED 0 1 1 1 I a I . I � I I I - � I 1.THAN 4'-6 FOR GABLE ENDS. �, . i 0 0 11 I � ,___r I . I� . d") I " 1, WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND,"kABBREVIATIONS KING & JAC� I 1, I I I I ... X., . PLATE TO HEADER: GENERAL I . I I STUDS SEE PLAI-\I I I t _r KING & JACK I I I = SDWC SCREW 0- CONNECTION FASTENER INTERIOR LOAD BEARING WALL I 1 . % 1, I - , _L 24" O.C. NOTES TYPE I LINTEL DIMENSION MIN. BRIG. MAX. SPAN � BUILT-UP POST IN THE WALL . ... I--, (2)12d TOE HEAD QR SILL 1-4--lL I . . I - I I ...) .,�_ TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. Of ,� _ . 11 . I NAILS E.E. _�L \ J�_ D QR Sl ILL DO NOT SCALE DIMENSIONS FROM L3'/2 x3'/z x'/4 � 4 6,-O" :�� GABLE X-BRACE, SEE DETAIL 10/S0.1 I I I - (MIN) SCHEDULE -_ Ilt- \ -.IL- i _L 2X6 WALL THESE DRAWINGS.IF A DIMENSION IS -TOP PLATE, LAPS/IN TER SECTION FACE NAIL (2-16d) 3-GUN NAILS - L4x3'/2 V X1/4 6'o 80-Off - HEADER SIZE, JACK AND KING STUD I - LATES SEE ........��111,,,,,� UNCLEAR REFER TO THE H6- 1/2 SCHEDULE DESIGNATES SHEARWALL THE . L . . I QUANTITY. I I ROUGH OPN'G, SEE ARCH & I ARCHITECTURAL DRAWINGS OR DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS - 1_501/2"04 ' V 10'-O" HIDDEN LINE DESIGNATES SIDE OF ' I . .I � : HEAD QR. SILL\ I I KING STUD TO FRAMING BELOW: - TRUSS TO PLATE:- -1 I \... CONTACT THE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" Sw WALL THE SHEARWALL SHEATHING � ; I I . i CS18 STRAP w/6-10dx1h" -ROU OPN'G, SEE ARCH SDWC SCREW -----.----,,,'., I SCHEDULE NAILS EACH END. STRAP ' � L6x3'/2%1/4 � 6" 121-Ow NAILING: TO BE APPLIED. 8d 0 3/6 ' ' � � I - I I I I I . � , , ': -'I- - I P CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS - , 8dO3"/6. I DESIGNATES 8d COMMONS 0 3" ' , �, , I KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR . LAN NAME 1_701/2 Y/4 1 6" 1 16'-Om - - , O.C. EDGE & 6- D.C. -IN THE CONNECTGN-:-SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. I I.- __ � DAVENPORT - SHING , CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF - STRAP NOT REQUIRED AT THE-\ � r LE - DOWN IS , I �. (6-16d) B-GUN NAILS - FOLLOWING: GABLE ENDS OR : I I LATE TO HEADER: DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL LINTEL MUST HAVE CORROSION BRICK . il- , SPECIFIED. NOT REQUID .1 - i 6 -_ tms� L, - Long . - - I JACK TRUSSES LESS � I RESISTANT COATING OF EPDXY BASED VENEER I -E-� CS / KM /LAP JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" M NUF - Manufacture SHEARWALL HOLD; THAN 8' OR OPENINGS LESS I 11 : I P 24" O.C. - PAINT. I � I WALLS I tt I � � WEATHER BOT - BOTTOM M NO - Monolithic I ! � 2X4 WALL DATE RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS -BARRIER BRG - BEARING i I ,I I , ! ,O -.On CenterL I . I THAN 3'-6 1 1 11 11 11' 11 11 HEADER FASTENING SECTION 09.13.16 - - 2. LINTEL MORE THAN 8'-d". SHOULD I' I JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS NRY UNIT 0 B - Oriented Strand Board . � 11 I I BE LATERALLY SUPPORTED NOT TO � ; . . . - SCREWS INTO HEADER PROVIDE - P RP - Perpendicular I A . .-.-.- 4' L ,,w .I I 11 _.I� A I i � I I I -1 -1 KING STUD TO FRAMING BELOW: . A SCALE . . : ." . . ...4�* �It - , � .. I "- Z 11 CS18 STRAP W/6-10DXlN' CONT. HEADER, TWO PIECES FACE N ATTACHMENT 11 . 4. ,., - .4 ...", ""11-_� ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. Is" DIA - DIAMETER P E ENG - Pre Engineered - . - .. . I - I I _ '..' . .. - . . Is, . . � . � A.'- .%:. .,. . 11 , - P F - Pounds per Square Foot , . . . . . , r AIL 16dO 16" O.C. 0 EDGE A V2 - LINTEL - � . '. , 11 11 � SNOTED . - . - VERTICAL SLOTTED HOLE FOR SCREW. P I - Pounds per Square Inch It - - -.. ,- '. . . I , , ,... . � I NAILS EACH END. STRAP ATTACHMENT CAN BE LPA No. I . ,. CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS - SEE NOTE 2 EOR - ENGINEER OF RECORD,:� 1 1 �� PT - PRESSURE.,TREATED . ! I A." * _ 4 - I 'o STUD OR 2X1O 0/ I I I I I I INTERIOR OR EXTERIOR SIDE OF WALL. 1 3. BRICK VENEER ATTACHMENT. I '':! � � � .CONNECTOR BLOCKING FASTEN- ",N� ( TOLL-16-00673 _j '', QT �. Quick�74.�� . SOLE PLATE: LSOLE PLATE ANCHOR STRAP NOT REQUIRED AT THE FOLLOWNADFFICE C TOE NAIL (3-16d) 4-GUN NAILS � - STRAPPING NOT REQUIRED ,edW- w/8-10d COMMONS GABLE ENDS OR . CONTROL No. I HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR R-71NF - Reinforce .LOCATED 'WITHIN 6" 0 AT LOWER LEVEL HEADERS_/ _U_ 't ,I TO JOIST/BLOCKING I FACE NAIL 1(16d 0 16") GUN NAIL 08- TIES 0 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE S-- - Square Foot STUD PACK. OMIT IF SHEARWAL_ UNLESS SPECIFIED ON PLAN :��11 -.I.- - JACK TRUSSES LESS , FDN - FOUNDATION � �J�, 1. . S�117 .-�Spruce,Piine�'Fu,r HOLD DOWN IS !SPECIFIE) MULTI STORY THAN 8' OR OPENINGS LESS I I ---- WIND-ZONE VERT. TIES 0 16- O.C.). BRICK LINTEL, ;;- I ,1 ,SYP -1--r South6ril, Yellow Pine . SINGLE STORY ,� I 1� NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FTG - FOOTING . THRU - Through � D WND -1� (UNS THAN t&EWED FOR CODE COMPUANCE SHEET 3"x0.1131'sO = GUN NAILS 2"x0.1113"O = RINK SHANK 12* OF OPENINGS. PROVIDE-3/16"O WEEP I 2"x0.113"0 = 6d 2'/2"xO.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION VIEW '. : , � T P - Typical t'o 8�� TYPICAL F-EADER STRAPPING I - CITY OF ATLANTIC BEACH - 3"xO.148"O = 10d FLASHING. HORIZ - HORIZONTAL I- . I i I U)N , , Unless Otherwise, Noted - �Saoj I � .. ,� . . SEE PERMITS FOR ADDITIONAL OF BRICK LINTEL I i ,,-:, , �: V,-'RT -,,,V rtiqaj; � , I 1: . � � " 11/2"xO.131"0 = 8dxl'/2" � � V I .. . N...;.e-I � � S000 . 1 V/2 xO.148*0 = 10dxll/2" W NF - Welded Wire Fabric � " ' I I " !* REOUIREMENTS AND CONDITIONS 9 ail "' ' r7m�7��7777 * - � F ,� 7 �.��,!, i�111 I " - , 111 A I -�J m�� m_ i 1A I- E�� I 9 I �ji . \\ r.,j -, ______-1 rA R _"�N Cl- EADER, T __ TRAN NS. OP11( PERMANENT TRUSS SEE I I I 0 Tt Tt E " � _1 11 1�" I _`"L 1 � � � - I - "., I // , '� *0 11 __11 � r- .,.,.. � ..-..., i ' 'L..- - - * ' - t JPLA (4.±�"� MI�N -I- , K I I , ,3 1 1 - 1 . I A, 'Ir 1_-N-��"""`��"' I I \I I I -_; - - - - - -K. - . . . . . . . . . . . . . . . .. . . . . . _z) - *� * .1 - * r� I I - - I L_ _-4.- �0 � , , , I , 4 , * . " I , 1 '4 */1 14 fX� � _0,� 7 - .- �f. L., "I*`_1'-**'-"�"�.''_I - *, �= - * -�_ - I .. ---.%...I -!- .��-`�-_,'�,*",s-,, 11 , , , I , 'T .j t�� - " � J-,___� , -� I T I I T Q LLj 1 1_'.. i _'R ��- * r F - 0 LILH -IrEMA j I W t !P $eOVER LA K. P <R 11ro-1 - � 0 N ' i ' - S EATI F3-PQ V4_P1 y T RMIN )N), T P Ol SIM PSO D C 56 )O . , T P PI S W I SEE Roo VFRA 11NG M PLAN FO . DETAILS. U � - i I1__..-� - I I - I I � , ! \--�� I . I � I I . I ! REVIEWED BY., � DATE: 1 16 . - I I � a I ,,, , P � ,, I I I. � .! . i . I i . I . I . I -,- �, 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. FASTENED TO TOP- WALL SHEATHING PLATE w/ 1 Od 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" 6.C. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. 6" (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER PLATE AT SHEARWALLS AND BELOW TOP PLATE STUCCO FINISH Lou Pontigo and 5-8d COM RCH SHEATHING, HEADER S E SPECIFICATIONS Associates, Inc. EACH SIDE 4- Eba PORCH 16d COMMONS OF SPLICE 16d COMMONS B-LOW HEADER, 2x4 SYP#2 HORIZ. BRACING 0 B-GUN NAILS- 0 8" 0.C. 0 8" O.C. SHEATHING SPLICE 24" O.C. BETWEEN OUTER WALL- SEE PLAN. PEREEINDCULAR TRUSS 420 Osceola Avenue PORCH PARAL FI HEADER & SUPPORT K FULL HEIGHT- & FIRST INTERIOR TRUSS. NAIL TO WALL I\ ---I DETAIL B Jax. Beach,Florida 32250 _/V PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z CONT. RIBBON CONT. RIBBON 8d COM 9 EACH END w/ 3-0-1310" NAILS PERPENDICULAR STRAPS -0908 Fax.241-9557 HOLD DOWN AT MIN. (2)2X4 WOOD Ph.242 BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WAUL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SC:CA#3579 EACH SIDE FLOOR FLOOR FLOOR -n TO PORCH HEADER. WALL OF SPLICE TRUSS ]w-4L--- op .ON A SHEATHING TRUSSES TRUSSES 24" 16 GUA�E POST BASE: ST i STRAP w/1 1 PO.. 24" 16 GUAGE 4x4 POST.ABU44 SHEATHING SPLICE 2x4 SYP#2 BELOW STUD WALL FRAMING DIAGONAL 10dx%" EA. END STRAP w11 1- 6x6 POST.ABU66 OR JOIST OR JOIST._\ I w/ 2x SOLID BLOCKING FASTEN EA. 10dxlV' EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE DOUBLE TOP PLATE Bd COMMON WIRE NAILS N � tY4" OSB or PLYWOOD END w/ PORCH. CONTINUOUS OVER- PLATE w/5-10d NAILS - N 3-10d COMMONS j I INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.-"' *.t. RIM BOARD Y4* PORCH HEADER, SLAB HEADER NAILS INTO BEAM. SPACE 0 SEE PLAN UNT-- - --------- SHORTER THAN HTS1 6 F MAX T\ 1, 0 48" O.C. OMIT IF WALL 10 FLOOR SYSTEM. ALIGN CE 00 11. WALL FRAM WALL FRAMING-/ VERTICAL JOINTS WITH LINE WALL FRAMING -.0 01 STRAPS 124 ROD SHEATHING IS INSTALLEaj No.7 6 ING z ILING MSTA %" k 6 ROOF TRUSS ON FACE OF BEAM C-4 STRAPS EPDXIED 6" MIN WALL SHEATHING OR JOIST--,,� SHEATHING SPLICE INSTALL FLOOR TO 0. JOINTS FOR PERPEN121C LAR BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER & PLAN M PLAN MEW OF ELEVA110N MEW OF L \TRUSS CONNEC11ON STAT 8-GUN Fj p SEE DETAIL B ABOVE P NAILS CONTINUOUS 2x6 SYP#2 Q 'A AT POST AT POST .40 PORCH HEADER PORCH HEADER OPTION 1 OR 27�3`7�1 AT SHEARWALLS AND-//- EACH SIDE STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN WITHJ OP ANCHOR OR DTT2 SPECIFICAmONSo all OVER LAP SHEATHING 6E&TRIM BOARD �OPMN FLOOR TRUSS PARALLEL PORCH SHEATHIN'2 OPTION ON HOLD DOWN AT 4 - MIN. (2)2x4 WOOD .-I Z 5-0.1310" EA. STUD. IV GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6- O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OP 11QN J1 TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/a" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Christopher ) Sabourin PE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS FL PE#71461 r7� YPICAL PORCH FRAMING DETAILS r3`\TYPICAL PORCH BEAM CONNECTION 4 WALL ADJ. TO ROOF CONNECTION __7 . ............... 0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF �E SIONS DA-M �,�O AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ROOF TRUSS. 23001ba PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS _`4`_ 1 -4 -?- -4- -?- -?- -4- TRUSS.-\4 BOT* CHORD w/ 0.131x3" 0 3" O.C. 1/--�:A) 2-SIMPSON H2.5T. RELD ALITERA110:N �) 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF tt----------- ----------t O.C. FASTENED TO TOP-- ,,,,�ROOF TRUSS. CONTRACTOR SHALL CONTACT LOU TRUSS- SDWC 15600 ----------- ----------4 PONTIGO a ASSOCIATES PRIOR TO PLATE w/ 4-0.1310" 111/4 SHEATHING FASTENED TO 0 32" 0.C. COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS 01' RUCTURAL FIELD U MODIFICATIONS WHICH MAY VARY M THE INTENT OF THE ORIGINAL SHEAR WALL- L CONSTRUCTION DOCUMENTS.ANY 16" MAX. OSB WALL FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH EN TO TOP PLATE AND TRUSS SHEATHING 0-0 BEING APPROVED BY LOU PONTIGO 3-0.131x3" COMMON TOE NAILS U. ASSOCIATES MAY RESULT IN D w/j 2x SYP#2 CONT. ATTACH w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES. SHEARWALL OR_/LVL SHEARWALL _41 QJ EXTERIOR WALL 511 8d*3 SW 8d I PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE ALTERNATE-,A ALTERNATE B ALTERNATE C ALTERNATE G I r )I TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO POST BELOW WITH 2-CS1 I TRUSS UPLIFT TABLE AT LEFT.1 TO LOWER MDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT NTH 2-CS16 BEL 7/,," OSB DIAPHRAGM. FASTEN ROOF FLOOR D 1 Od 04"0.C. SW 8d03 (2) CS1 8 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED P WHEN FULL HEIGHT TO NAILER wl (1) ROW 8d TRUSS._\�' I -FLOOR SAA TCSH 0 R S ARE NOT USED 2x4 SPF#2 CONTINUOUS 2!rh TRUSS. END STUN TO FOUNDATION END STUN M FOUNDAMON 0 3m O.C. FASTEN TO TOP-- LEDGER FASTENED W 8d93/6: HTT5 OR HDU5 'SW 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION U LD PLATE w/ (2) ROWS 7/16 OSB TRUSS WEBS NTH OF 8d 0 3* 0.C. BLOCKING w/3-0.131x3" 2:U RWALL NOTES: SOL 5' PLATE ANCHM SOLE PLATE ANOMRS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR 1. T TEE SCHI-.DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT Lf) 2x4 SPF PANNEL FLOOR COMMON. ROOF TRUSS, CALL OUT FRAMING T T I SYP#2 2x4 NAILER FASTENED ALL AROUND CO TRACTOR MAY SHEARWALL NOTES A H2.5T 0 32* b.C. TOP# BOT A LS1 8 0 32" 0.C. CH OSE A,B.C,D, OR G. 1. PROVIDE 3J67 OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END wl 2x4 SYP#2 CATS. AT 12w!, PROVIDE 2x BLOCKING AT ALL PANEL EDGES. B SEE PLAN 1: (2) ROWS 0.1310- 0 3- O.C. INTERIOR 3-0.13lx3m NAILS 0 6" O.C. \\-O.C. FASTENED To TOP 2. JSE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS SHEARWALL. PLATE w/ 4-0.131X3"_ AT EXTERIOR WALLS Z PROVIDE A MINIMUM OF 12 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PC*N D FULL HGT THREADED ROD SEE PLAN Sw- SHEARW COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. 1 C N A I L:S7�, ALL OR TRUSSES. OR HTT4 HOLD DOWN AT BA9P_ (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) >d EXTERIOR WALL OR S 'TOMOV OR FLOOR TRUSSES PER 5/SO.1 (TYPICAL) qP 3. FASTEN ALL I '�Rf ALTERNATE Q ALTERNATE E ALTERNATE F 3. JSE ALTERNATE E F FOR FLOOR 4. INSTALL INTERIOR FOOT114G BELOW ;"WALL PER DETAILS ON S1.0 U ILM S ATTACHMENj___jj SHEARWALL ATTACHMENT AT ROOF a FLOOR 11"N TYPICAL SIAEARWALL ELEVATION WHEN 7 HEADER TIE DOWN- z PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 0 SO-1 THIS DETAIL ONLY APP _.LIES WHEN NOTED ON PLAN n 8d COMMON NAILS L 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICIONS. -------- AT 3- O.C.(TYP) ROOF NAILS (TY:).) L 2x4 SYP#2 OUTLOOKERS SINGLE aRACING NOTES AND SPIEMCATIQuID 0 24" O.C. TRUSS BRACING hm3a 2x4 BLOCKING. FASTEN TRUSS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T-BRACE SHALL BE 1x4 SYP#3 WALL S TOENAILS OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER. STUD WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (UON) w/ 4-12d NAILS AT EACH RAFTER. 6_10d (1)DIAGONAL BRA R AL ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. 101 THE WEB OF THE BRACED TRUSS, PER 1.1 DELEGATED TRUSS ENGINEER. 2X6 I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSSJ S_/ I I ROOF TRUS ANGLE - BRACING APPLIED TO WERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACE FRONT �11)E OF WEBS. I I z SYP#2 LEDGER ATTACH DBL SYP#2 LEDGER DRAWINGS. THE CONTRACTOR SHALL ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER CO TO EACH STUD, PER AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY I I SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING BLOCKING MEN OVERFRAME GABLE END TRUSS. N�- 1.1 PERPENDICULAR TO TRUSS BOTTOM B-DOUBLE LEDGER RAFTER LENGTH LENGTHS .> 8'-0". WEB w/ 12d 0 6"O.C. I I CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER ALI TG-ROTH H3 ABOVE T-BRACE TO BE THE LESS THAN PRODIDE MTS12 OR CS16 DIRECTLY 40-01" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, 1.1 TRUS NTH 2-8d COMMON NAILS. AT VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE.& NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND To BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-/4"0x6`* SDS SCREWS m LOCATION. IF- MORE THAN (1) LATERAL-/ I I (APPROXIMATELY 457.) TO THE 776-1250 2x8 wl 8-0.1310" 2346-3125 2x12 w/ 8-1/4"Ox6m SDS SCREWS BLOCK TO DBL MP BRACE IS NEEDED, OVERLAP BRACE 101 ADJACENT EXTERIOR PERPENDICULAR 12511-1540 200 w/ 10-0.1310" PLT W/ 2-H2.5T AS SHOWN. I I WALL BETWEEN EACH LINE OF BRACING 1540-1850 2x12 w/ 12-0.1310" TO FORM A ZIGZAG PATTERN ALL PRONADE SOLO SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CONSTRUCTED OF THE SAME BRACING TO TIE IN OFJOVERFRAME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS 0 8"O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BOTTOM CHORD BRACING PROVIDE TO DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOM- LSTA1 2 0 48* O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 0 36" O.C. OMIT IF TYPICAL E E E DECK JDGER AT OVERFRAME RAFTERS GABLE END BRACING PERMANENT TRUSS BRACING L MEN 10 SHEATHING OVERLAPS CABLE 12" MIN 0 USE THIS *AIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. VD.ij 1.�SPACE GABLE END BRACING 0 4'-6* MAX. SCALE: 3/4" V-0" I'T FRAMING USS EC OT D�ER - C 0 L TRU OT S 0 NOTES: MIN 2 PLY STUD MIN 2 PLY STUD ENGSINEER N HOWN F R CLARIYT�Y 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 !ST S IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE DETAILS GIRDER TRUSS TO SISTER A TO SISTER A WASHER - PLAN L nah FULL HEIGHT OR BEAM GIRDER TRUSS 7- _11*11 -�, .) MIN 2 PLY 36* LONG STUD 36" LONG STUD ANCHORING SPECIFICATIONS OR BEAM 1)MSTA24 STRAPS @ STUD FASTEN w/12- FASTEN w/12- 0- OFFICE C PY FOL OVER TOP PLATE (2)MSTA24 STRAPS 0.131xY GUN O.131x3" GUN NAILS FASTEN w/1 SIMPSON HTT5 OR ANCHORING SYSTEM: THE THREADED ROD ANCHORING 8-10d FOLD OVER TOP PLATE 4XILL NT. NAILS (2)MTS12- DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED HDU5. FASTEN SOLE FASTEN w/1 8-1 Od UPLIFT -FULL HT. rNCIHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE (2)MTS12 PLATE ANCHOR 0. -CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE DOUBLE TOP --' TOP PLATE. LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE -7 '7' 26-10d COMONS SIMPSON DTT2Z SEE PLAN .1 DO NOT SCALE DIMENSIONS FROM _W/8- Y4'Xlx" THESE DRAWINGS.IF A DIMENSION IS PL TOP PLATE, PROVIDE A 2*X 2"X X* STEEL WASHER. WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS UNCLEAR REFER TO THE OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 0 FULL HEIGHT o. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR ROD MINIMUM 2 PLY LTT20B THREADED ROD (2)H2.5T \-(2)H2.5T FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD� Y2* THREADED Ro WITHIN 6" OF -------THREADED ROD PROVIDE A HOLE IN THE PLATE 9" LARGER THAN THE EPMED " MIN GIRDER (SEE PLAN) MINIMUM SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS -COUPLER TIGHT STUDS PROVIDE /-ROD EPDXIED TUD STUDS PROVIDE 0 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 2 PLY 4" MIN THREADED ROD DAVENPORT - SHING E-) 4- nTEN HD 2 PLY-\ LAN NAME SEE PLAN ELEVAn0m DIAMETER OF THE THREADED ROD USED. WHILE TURN STUD-\ AT 2ND STORY THREADED h4o 11TEN HD S AT 2ND STORY P STEEL COUPLER 1 1 CS1 8 STRAPS *41 1-1 -.4 r r L WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 7.5" MIN - 2 CS18 STRAPS (OPTIONAL, LOCATE @ S FULL HIT., Z-EPDXIED 4- MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS YzX6" TITEN HD .0 01_1�(FLOOR TO FLOLRJ) AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE VRODS THD37634RC jl(FLOOR TO FLOOR) 11 01 CS KM /LAP VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 0 f4 MINIMUM AI SILL PLATE AT TOP PLaTE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. DATE -2 PLY HOLD DOWN SEE PLAN 1HE NUT ASM IM UPPMOST PLATE SHALL K SIMPSON DTT2Z STUD SE=11ED OVER 1HE WASHIM TO A ORM-TIGHT ROD = DTT2Z 09.13.16 FULL HEIGHT ANCHOR INSTALLATION CHART W/8- Y4*xlX* CONO"ION PLUS OW-ftALF TtIIRN OF A STAII4DA110 FLOOR HTT5 ROD = HTT5 111111IMM (APPROMMATILY 30 FT.-M OF SDS SCREWS FRAMING TCR"� BUILT-UP POST, BUILT-UP POST, THREADED DUE 10 SHRMCAGE AND CF OLKOM SEE PLAN. SEE PLAN. A S NOTED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE fO1111kACTQ" SHALL RE-TWTGN NUT TO 30 THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-OL (F TOP" AFT0111 ALL V.A= ARE LPA No. SEE PLAN COMPLETE AND PRM 70 NS"TM 1400 14,00 2x2x'/g" 4* 4" 20 130 PER PLAN. 3/8 TOLL-16-00673 EMBEDMENT 3 3x3x/4" EPDXY ANCHORING* ALL THREADED RODS SHALL BE HTT5 or FIDU5 QTT2Z LTT20B CONTROL No. 5/8 y4*0 /4"0 7.5- 12" 2JJO 3' DRUM & EPDXY ANCHORED. SEE INSTALLA71ON ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 M MONO STEM CH REMAREMENTS DEPTH MONO STE ART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHt ANCHOR EULL HEIGHT ROD fULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL -MREAQED ROD INSTALLATION CH FULL FE, SHEET WALL SECTION ART IGHT ROD ALTERN ATE "F7EIGHT *000 T rl 2"\ FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 1: AT� CHMENT, : rl 4 FULL THREADED ROD 15� HOLD DOWN ATTACHMEN IL GIRDER / BEAM STRAPPING Soo] \,SO.1,1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 44 ALTERNATE THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ��mt., P RCf S E 5 B LOV E OD ISHEA1 Jim A f, SO-1 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL . . . .. . . . . . . . . . ALWAYS PLACE TOP PLATE ALWAYS PLACE I . . . . . . . .IF . . . . . .. HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING . 1,11,1 1[:::. T GARAGE "0 THREADED ROD 1, F , -. . . . . . . .. . . . . . . . . . . . . . . HEADER . . . . . . . . . . . . . . . . w/3x3x/4" PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. . . .. . . . . . . . . . . . . FULL HEIGHT HEADER AT PACK WITH 2-ROWS OF 16d (ONE IN SIDE . . .. . . . . . . . . . . . . THREADED ROD-�,,,'� . . . . . . . . . . . . . . . . . 2 . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ::-.� on Igo an TOP OF ROUGH RING SHANK NAILS 0 12" O.C. WALL) MAX OPENING ,,-(2)20ga STRAPS As so c i at es, Inc. HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO TEXTEND HEADER TO (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO T FAR SIDE OF WALL k2A "12J FAR SIDE OF WALL 420 Osceola Avenue H TT5 W/ STUD PACK, PER GARAGE DOOR 5 �-_-64 OST AS SHOWN. (2)2x6 (2)2x :IF 2 AS SHOWN. 0 (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS . . / /I Jax. Beach, Florida 32250 EPDXIED 12"-\ 1 6 I I AND (1 1 N6 ... .. 4'-O"x4'-O" PIECE OF WALL Ph.242-0908 Fax.241-9557 0 1 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER KING.\ FL:CA# 8344 SC:CA#3579 HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER (2)2x STUD CORNER\ %" THREADED ROD 0 '\-CORNER 1" BELOW GARAGE HEADER 'W' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A OZEPDXIED 12" ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1)\. SHOWN) EPDXIED 12" 1 SHOWN) K NG. P.T. SOLE PLATE-.., FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS ow! III GARAGE SOLE PLATE HTT5 w/ HTT5 w/ FASTEN;SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FLOOR SHOWN AN ANCHOR THREADED ROD %" THREADED ROD IN 3"'GRID PATTERN As D 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. (STUDS, BLOCKING & SILLS) TYP. - I EPDXIED 12" ^E % 7, SOLE PLATE EPDXIED 12" ANCHOR QARAQE WING WALL SECTION ... A IV DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS NQ�' DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS THICKENED SLAB EDGE ... A A No.71 AT GARAGE OPENING. .4 'HREA 6x6 POST WITH ABU66 4 4 54"o DED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ THREADED ROD NOTES: i4 A F 6 i ot 65k 0, f ti-F ffb 3X S T :j; EPDXIED 12" MIN. 040 1. ALWAYS PLACE GARAE HEADER 'AT TOP OF ROUGH OPENING. -. 4 0 R I J�r GARAGE WING WALL ELEVATION Christopher j Sabourin PE FL PE#71461 GARAGE HEADER FRAMING 2 GARAGE PORTAL �WING WALL GARAGE WING WALL FRAMING LESS THAN 12 Fi 17-90NS DATE 0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Zjt��SO-2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r�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 ROOF SHEATHING! PER CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 1-MTS12 STRAP CONSTRUCT : � ION S�Lc's BEING APPROVED BY LOU PONTK30 a 0 EACH RAFTER ASSOCIATES MAY RESULT IN 10d COMMONS ADDITIONAL ENGINEERING OR 1/2"x10" S.S LAG BOLT INSPECTION FEES. 2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c w/3-#&3)�" WOOD CONSTRUCTION SPEC's SCREWS 0 16"O.0 o,-2x6 SPF#2 RAFTERS SPLICE 2x6 x 4'-6" P.T. SYP NO.2 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF 0 24"o.c ALIGNED w/ STUDS 2x6 SYP#2 LEDGER TRUSS 0 24" O.C. H2.5T w -1/4"x6" SDS1 /2 SCREWS 0 16"o.c 2x4 SYP#2 LEDGER 0 PRE-ENGINEERED- W/2-#&3)�' WOOD-"-� 5-10d NAILS WALL SCREWS 0 16"O.0 WOOD BE,AM PER PLAN,,, WOOD ROOF TRUSSES. 2x SPF BLOCKING -SHEATHING 6x6 POST SEE PLAN 12d COMMON RIPPED TO FIT (2)H2.5-T! WIRENAILS NTH GAP SHOWN CS18 w/7-10dxl)�- 1-H2.5T 0 2x4 SPF#2 JOISTS 0 4" 0.C. EACH END 0 48" Uj 4 x 4 HORI�ONTAL LEG STAGGERED EACH JOIST ALIGNED w/ RAFTERS SOFFIT, SEE Voo-O.C. STRAP CAN 13E 3-10d TOENAILS %mx8" LAG SCREW ARCH. INSTALLED EITHER EACH SIDE FACE OF STUD -10dx1)j" 0 RECESSED CS1 8 w/7 EACH END 0 48" ARCHITECTURAL BRACKET 4x4 DIAGONAL DOUBLE-/ O.C. STRAP CAN BE mj TOP PLATE 1 x4 P.T. SYP INSTALLED EITHER WALL FRAMING %%8" LAG SCREW FASCIA FACE OF STUD 8d Go 3" SEE PLAN FLOOR FLOOR FLOOR Uj RECESSED TRUSSES TRUSSES--'O/ TRUSSES SHEATHING MAY OR JOIST. OR JOIST. -OR JOIST. 4x4 VERTICAL TERMINATE AT z TOP OF DBL. TOP PLATE. OPTION B BEAM SEE ALL EXPOSED METAL OPTION A ALL EXPOSED METAL OVERLAP PLAN CONNECTORS AND CONNECTORS AND STRAPPING FASTENERS SHALL FASTENERS SHALL SHEATHING OPT10N BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAIL DETAIL DROPPED BEAM SHED ROOF BRACKET DETAIL SHED ROOF BRACKET DETAIL r6 N 04EN 7 WALL STRAPPING OVER BEAM '*-.,�.2 SCALE: 3/4" 1'-0' \,SO.2,/ SCALE: 3/4" 1'-0* SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN GABLE TRUSSVER TRUSS BOT, CHORD TO PLAN GABLE BRACING TRUSS w/8d 0 12" 0.C. 0 Rj LLI _FASTEN "TOP CHORD" Z GABLE BRACE TRUSS To *4*440 WALL w/8d 0 6- O.C. FASTEN GABLE BRACING TOP PIATE TRUSS M WALL w/(1 O)8d KING STUD TO TOP P ATV- M.Ow J.wm" 0 SDWC15600 SCREW. EA. END F 0 0 0 0, 4 0 4 '40 4 0 OA 4 111,0,oA STUD PLATE: SDWC15600 SCREW.:--/ o o 0 32" O.C. STUD TO TOP PLATE* STUD TO TOP PLATEo SDWC15600 SCREW.-O SDWC1 5600 SCREW. o .1 11 11 11 11 , 11 11 11 11 11 ME 0 32" O.C. 0 320 O.C. IF I NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS \-ROOF STUDS TO TOP PLATE STUD M BOT PLATE: TRUSS 0 24" O.C. ROT PLA SDWC15600 SCREW. H3 Q& H2.5T HURRICANE CLIP 0 EA. 4X" G SCREW 0 32" O.C. X x4X' OUTLOOKER TO TRUSS. m WITH ROUN WA 1-MSTA24 HEADER TO JACK STUD SHER Isc AT EACH FLC OR TRUSS DETAILS A, I,* SOT PLATE TO FRAMING BOT ELaIE TO FRAMING BELOW CS180 32" O.C. BELPA CS180 320 O.C. WALL SHEATHING UP STUD To ROT PLATE: GABLE END TRUSS. A30T PLATE-M TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4mx4Xm LAG SCREW 0 32" O.C. 00 NOT ------ ---------- ----------- - ------- --------- AT EACH FLOOR TRUSS-*�\ WITH ROUND WASHER UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR GABLE BRACING TRUSS CONTACT THE E.O.R. A-A PLAN NAME DAVENPORT - SHINGLE O.131x3* ME NAILS 0 8"O.C. DESIGN/DRAWN/CHECK"ED FROM BOT. CHORD OF TRUSS CS r To DBL. TOP PLATE KM j LAP TRUSS OR BEAM PARALLEL TO WALL ABOVE TRU%S BOT. CHORD M GABLE DATE BRACINI TRUSS w/8d 0 12" O.C. LSTA12 0 48" O.C. QB_ DBL TOP PLT 09.13.16 M GABLE TRUSS BOTTOM CHORD W/ SCALE 9 WALL STRAPPING DETAIL �6 WA SDWC15600 0 36" O.C. OMIT IF WALL STRAPPING DETAIL 0��, LL STRAPPING DETAIL GABLE END, RACING WHEN 8 (2m 1*001�, 7W, SHEATHING OVERLAPS GABLE 12* MIN AS NOTED so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO. THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,SO.2 LPA No. TOLL-16-00673 CONTROL No. SHEET OFFICE COPY SO*2 6% F 71 U HEET3 OF 9 SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS BEAM OR TRUSS, SEE PLAN Lou Ponti8o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 01Z ox-1 0 % No.71 1 0 STAT F ................ 17 6. A- Dia- 2S 4 Q, q� �01R m MONO FOOTING TO STEMWALL w/ (2) will, #5x3O DOWELS .2 3 Ch ri stopher j Sa bou ri n P E EPDXIED 6" MIN. (TYP) FL PE#71461 S1.01 S1.01 S1.01 77 ............. 'X�a'a X.X a 00< S-X_X-A X-X-X, E TISIONS DA-M 3 S1.01 0 K"7 S1.01 0 \"StV ^0 7B �FIELD ALTERA'nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO )4,t-7 9 4 8 MAKING ANY STRUCTURAL FIELD 7 L MODIFICATIONS WHICH MAY VARY 1 1^OB FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY S1.01 FIELD ALTERNATIONS MADE PRIOR TO SAWCUT BEING APPROVED BY LOU PONTIGO 8 7 1 ADDITIONAL ENGINEERING OR INSPECTION FEES. 3 " -Vol 5 "(0 < S1.0 S1.0 V) STAIRS BY z mil� X, -0) Sim L BUILDER. �-XN ''J!� LD 6 -1 Ix 11 IS -�01 S1.01 Lf 11=i 4- +-11=i 4- �-Il X XXX XXX -L--j 6M M IR "U,�11"1115 L _ _ ago Ln F2.5 STAIRS BY 3 PROVIDE 2-#4x4' 0 BUILDER. CORNER CRACK BARS S1.0 PAVERS AT SLAB MID-DEPTH. BY OTHERS X" IJj 4 CONCRETE SLAB w/ z �Si.01)` FIBEkMESH @ 1.5 LBS/CU.YD. U- 8 STAIRS BY OF CONCRETE OR 6x6 W1.4xW1.4 S1.01 BUILDER. WWF ON 6MIL VAPOR BARRIER 4 1 IN PREPARED GRADE. (;j 0 0 is Lim! 16'- 1 1 14'-4 q I > PROVIDE SAW CUTS PER si.01 5/S1.01, BUILDER TO P > PAVERS 0 COORDINATE WITH FINISH BY OTHERS FLOOR MATERIAL. r8 ��-O 1 si. S1.01 D -0 W MONO FOOTING TO MONO FOOTING TO 4 > 0 STEMWALL W:� STEMWALL w/ 2-#5x3O DOWELS 00 r2-#5x3O" DOWELS 0 EPDXIED 6" M IN. (TYP) EPDXIED 6" MIN. (TYP) LAM n KA ok M k Kmm�m -1 �NxXyX40fw=wwww: XXXXXXXXX qww X el el 11 el�O 11 el Ile, 11 1 '7 12x12 MASONRY PIER TO 0 SUPPORT POST ABOVE. U #5. TOP REINFORCE w 2 12x12 MASONRY PIER TO S1 S1.01 OF PIER HOUSE SLAB. SUPPORT POST ABOVE. REINFORCE w/ 2-#5. TOP OF PIER HOUSE SLAB. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR LA FLAN NAME FOUNDATION,:P FOOTING SCHEDULE AND NOTES SCALE: 1/4" 1'-0" DAVENPORT - SHINGLE DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS /' KM__/LAP 3-#5 EA. WAY BOT. 1 21-0" 2'-Opl F2.0 DATE it-opt 3-#5 EA. WAY BOT. 21-6w 21-6 F2.5 09.13.16 3-#5 EA. WAY BOT. it-opt 30-010 3$-0" F3.0 SCALE it-opp 30 -60 4-#5 EA. WAY BOT. 39-6*9 F3.5 AS NOTED 10-009 4-#5 EA. WAY BOT. 4'-0' 40-019 F4.0 LPA No. 4-#5 EA. WAY BOT. it-Opp 4'-6" 49-6#9 F4.5 L-16-00673 TOIL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 4 SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. *01" V C- 2 \��i-�01 -Vol jo 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 SPECS. (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 PERMANENT LATERAL ksw�4 t 420 Osceola Avenue 4 . z-SLAB ON GRADE, 51 -- SLAB ON Jax. Beach, Florida 32250 ISUPPORT DETAIL. 4 1 r 2 GRADE Ph.242-0908 Fax.241-9557 SEE PLAN. \ FL:CA# 8344 SO CA#3579 PLAN. �—---——————-A—-- V GRADE OR CONIC. 4.. SLAB, SEE PLAN 8 CMU STEM WALL W/ �4 3 . #4 DOWEL TO MATCH VERT. N 0" SHOWER PAN SLOrES TO DRAIN, SEE ARCH SLAB ON 10, #4 VERTICAL DOWELS @ 24" O.C. ay w STEMWALL REINFORCING (SEE to STEMWALL SCHEDUI F to GRADE PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. SCHEDULE) W/ 6" HOOK INTO 2 :i 90' BEND INTO FTG. 00 C*4 SEE PLAN No.7 CMU N 00 REINFORCING FOOTING. LAP VERT REINFORCING COURSES 4 X 25" IF STEMWALL' IS GREATER < 1 TO 6 #4 VERT. 0 48"O.C. S�TAT A- 0.C. 5Z #4 VERT. @ 24 '04 Q 7 TO 10 STEMWALL SEE 1 /S1.01 X11 OR N,Z 7: THAN-:(3) COURSES. CONTINUOUS CONCRETE low$] CONT. CONCRETE FOOTING 11 TO 12 #4 VERT. @ 8"O.C. FOOTING ELEAR 3 1—STORY, w/(2)#5 CONT. t STEMWALLS OVER 6 COURSES TO 8"d x 16 w Zh N HAVE TRUSS TYPE HORIZ. JOINT 1 10"d x 20opw O—STORY, w/(3)#4 OR (2)#5 CONT. YP to oil C h r i s t o p h e r Sabourin PE REINF. BETWEEN EVERY OTHER 10 X20 FL PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. .................* REVISIONS DATE FOOTING W/ SHOWER RECESS STEMWALL FOOTING r2 GARAGE STEM WALL SCALE: 3/4" = V-0" .�01 (IF REQUIRED) kI11IIIIIIIIIIIIII` (IF REQUIRED) -�01 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. �FIELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU (1)#5 CONTINUOUS, PROVIDE PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD CORNER BARS (TYPICAL) MODIFICATIONS WHICH MAY VARY ——— FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 12" HOOK INTO SLAB. STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 41 ARCH. .4 BEING APPROVED By Lou PoNTK3o a ASSOCIATES MAY RESULT IN (4" M AX.) ADDITIONAL ENGINEERING OR EQUAL TO SLAB 00, THICKNESS. SLAB ON GRADE,--�`I 7B @ SLAB, RECESS SEE PLAN.- BRICK VENEER IS ACCEPTA13LE WITHOUT U WALL FRAMING--\\,,, SIZE. 1 to DEEP SAWCUT w/ 8" CMU STEM WALL W/ IPLA ON GRADE, SLAB ON ELASTOMERIC SEALANT—\ 2—#5 CONT. #4 VERTICAL DOWELS @ 24" O.C. EE' PLAN STEP, SEE ARCH. PLAN. LIL) GRADE— a-— SLAB ON 90* BEND INTO FTG. SEE PLAN %I SLAB ON GRADE, V -SEE PLAN. GRADE, -lei 4 NOTES: nD _�SEE PLAN. j 1) PROVIDE SAWCUTS 10 CREATE U Lu CONTINUOUS CONCRETE"'� N Ell. APPROXIMATE 12' X 12' MAX. SQ. 7 FOOTING of 2) SAWCUT CONC." SLAB WITHIN 4 TO 3 CLEAR-\ TYP —_ \ I — 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"xl 69p 1—STORY, w/(2)#5 CONT. 3- ----7 47-f 4< 10 to x20" 2" FLAIR 8"x2O" 8"A 6", 1—STORY, w/(2)#5 CONT, 2—STORY, w/(2)#5 CONT. 0 8%20"" 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. e__ SAW CUT� DETAIL 6 STEMWALL AT GARAGE K*"4 r5 BEAR.ING AT INTERIOR MONO. FOOTING AT STEP-DOWN SCALE: 3/4" V-0" S1.0 S1.01 \1.1�_01 S1.01 �,i�!A.,LI) A LLJ 0 Z TYPICAL WALL FRAMING of AND ANCHORAGE PER MATCH DOOR 4 CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS SLAB ON PAVER BY r so A 4- GRADE, OTHERS SEE PLAN. BO D BEAM w/1—#5 PAVING MISIC Ise SLAB ON BY BUILDER . r-/ .6 4 �a - TO 12"xl 2" 1#5 CONT. X FRAMING 4 '1'4- , . CONCRETE STAND—OFF PAD z GRADE, MATCH ARCHITECTURAL COLUt N WOOD POST - ]DETAIL 10B < 8" MASONRY < SEE PLAN. PER PLAN. E.J. J. DIMS. FOR BOX/ C.QL. w/ 3 STEM WALL w/ 4 :i X 00 4 MATERIAL C) DETAILS < HAIRPINS AT EA. 'COONER & 3i I TYPICAL ANCHORAGE GRADE 0 CONIC. C4 1—#4 @ 48" 0.C. SLAB ON GRADE, CLOSEDTIE AT T( P PER CONST. SPECS. SLAB, SE PLAN. 0 0 2� T/PAD = HOUSE PAVERS BY SEE PLAN. ALT. FOOTING AT FINISH FLOOR OTHERS '\0 04 4. BUILDERS DIISCRETION.�' ��FT p:__=r 7T"14; 00 NOT SCALE DIMENSIONS FROM THICKENED EDGE THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE #3 @ 48" 0.C. OR 4 ROD CHAIRS (TYP.) w/ 1—#5 CONT. DETAIL 10A 4 ARCHITECTURAL DRAWINGS OR 12 1—STORY, w/(2)#4 CONT. 2)#5 CONT. ILAN NAMI�_ INGLE 16 2—STORY, w/(2)#5 CONT. CONCRETE FOOTING DAVENPORT - SH (SEE PLAN) ' 2" THICK x 20" WIDI DESIGN/DRAWN/CHECKED CS KM /LAP MONOLITHIC EDGE FOOTING PAD AT OX 'COLUMNS THICKENED SLAB 11 ORCH STEM WALL W/ PAVERS DATE 09.13.16 -�01 SCALE: 3/4" V-0" SCALE: 3/4" 1"-0'0 S1.01 CALE: 3/4" l'—O') SCALE 1\ \III,,IIIIIIz AS NOTED LPA No. TOLL-16-00673 CONTROL No. SHEET OFFICE COPY S-1001 F7mj_ ij IF V - m F ki A HEET 5 of SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE Sw SHEARWALL SHEATHING TO BE APPLIED. A 8d 0 j DESIGNATES id COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD* DESIGNATES THE HEADER SIZE. NUMBER (2)2xB-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 2/80.0, 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 A307 DIAMETER FULL HEIGHT THREADED ROO, SEE DETAIL 12/SO.1 �4 A307 DIAMETER FULL HEIGHT e E X5 THREADED ROD, SEE DETAIL 12/SO.1 Cj No. 4 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 12/SO.1 S E F 7 �,7 7 A307 DIAMETER THREADED A, ROD TERMINATES AT FIRST FLOOR (95 .40 TOP PLATE, SEE DETAIL 12/SO.1 ...... CIS 0� SIMPSON HTT5 SEE DETAIL 15/S0.1 Christopher j Sabourin P E (2)2x6 (2)2x6 SEE 1/SO.2 FL P E#71461 SPF#2 j SPF#2 SIMPSON DTT2Z SEE DETAIL15/S0.1 (2)2x6-1/1 C(2)M-1/2� POST. POST. (2)2x6-1/1) I w ...... 7- .DATE W E�SIONS SIMPSON LTT20B SEE DETAIL15/SO.1 0 L SHEATH CONT 12* LONG LIGHT GAUGE STRAP LSTA1 2 FASTEN TO TOP PLATE AND STUD __OSB WALL PRIOR TO FRAMING WITH 5-10d COMMONS to FASTEN TOP LL SHEATHING. BUMP OUT WALL STUD SCHEDULE 00 X PER DETAIL 5E PLATE STUD SIZE 04 LOCATION Is" HEIGHT & SPACING 04 EXTERIOR O.C. EPAMON X f go-lo 2x4 SPF#2 0 16m Ko�FIELD ALT MAX SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU OSB WALL SHEATHING. LIJ EXTERIOR 10,_1 2x6 C) MAX 2x4 SPF#2�012" O.C. PONTIGO a ASSOCIATES PRIOR TO to CONT TO 2ND LEVEL MAKING ANY STRUCTURAL FIELD (2)2x6 < EXTERIOR 10'-1 TO 2x6 SPF#2 016" O.C. MODIFICATIONS WHICH MAY VARY N Ld 14,-On FROM THE INTENT OF THE ORIGINAL SPF#2 V.�TOP PLATE. LAP AT FLR Ld X 10,-o" - O.C. CONSTRUCTION DOCUMENTS.ANY OSB WALL SHEATHING. SYSTEM SIM TO 1/SO.1 N INTERIOR 2x4 SPF#2 0 16 FIELD ALTERNATIONS MADE PRIOR TO POST. > Ljj MAX GO 0 BEING APPROVED BY LOU PONTIGO a CONT TO 2ND LEVEL (A INTERIOR 12'-Ou 2x6 SPF#2 �O 16" 0.C. Qr- ASSOCIATES MAY RESULT IN m < MAX 2X4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR TOP PLATE. LAP AT FLR`-� I Li < w C; INSPECTION FEES. 0, 10 SYSTEM SIM TO 1/SO.1 L 0) < 'elf 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 6x6 P.T. SYP#2 POST f�N Q, OS13 WALL SHEATHING COK 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. w/ABU66. SEE DETAIL I U), THRU PERPENDICULAR WA�_L � CONTRACTOR MAY INCREASE STUD SIZE TO MEET 2/SO.1. (TYPICAL) 7�D SEE 1/SO.2 ARCHITECTURAL REQUIREMENTS. tT .0 (2 x6- 1 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN (3)2xl 2 _j z V//,/ .,Z/ YELLOW PINE. 04 SHEATH CONT 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L9 PRIOR TO FRAMING BUMP OUT 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 0 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16' O.C. 0 C14 Lf) X Jo .0 C(2)241�_i/1- %-1 )9y19 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT AoMIL A0`-- SHEARWALLS 7,/ 7/ 717.7TY71 7=77 12CE// LU 'Ex 1XzXXz1z�L 77/ 0 ((2)2xio-1/1 (3)2xE STUD'T-� TOP PLATE: (2)24- COMBINED USE PANEL NOTES > M, PF#2 @ 12 0. SPF#2 SDWC15600 @ 48" O.C. e-.1 J* SPF#2 1. EXTERIOR WALL SHEATHING SHALL BE L2x4 S oo, C-e-1 POST. 0 POST. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST X TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING 0 4n� 04 1 � �k", >< I (D SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Lij X C%4 0 0 2. SEE SHEET SO.0 FOR WALL SHEATHING 7) 1 SPECIFICAT'IONS. Fmm LLI 0� 0 (3)2x6 L1 3. UPPER MOST TOP PLATE SUPPORTING ROOF csi tz Ld (2)2x6 1/1� MEMBERS SHALL BE STRAPPED AS SHOWN IN Cq > \-SPF#2 DETAIL 1/SO.O 2 1 0 OSB WALL POST, 1.17) N v- m 4. INSTALL SOLE PLATE ANCHORS PER DETAIL C111 Ir SHEATHING X o (2)2x6 6x6 P.T. SYP#2 POST 3/SO.O LU L -11 V) _SPF#2 > LLI Lr :2 X --w/ABU66. SEE DETAIL m > POST. I I/" GENERAL NOTES Lf LL_ 0 N I 2/SO.1. (TYPICAL) X m 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. < C14 A OSB WALL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD M r.0 SIZES AND SPACING. AT GIRDERS AND BEAMS, :2 SHEATHING. m PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER LL_ D PLIES. FA TO I OF WAL 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj Lj ER 5/SO.' . SHEATHING SPECIFICATIONS. Z m X 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE t X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (2)2x6 0 X 04 TOGETHER PER DETAIL 6/SO.O SPF#2 04 POST. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0 3/SO.O (2)2xl2 DqAk ADq 5. AT SHEARWALLS, PROVIDE DIAPHRAGM (3)2xl2 (3)2x (2)2x6 ATTACHMENT PER DETAIL 5/SO.1 (1(2)M-1/1) C(2)2x8 1/2 C(2)2x8 1/1 (3)2x 6 (2)2x6-1/1 (2)2 x6-_1/1� SPF#19. SPF#2 SPF#2 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT POST. POST. POST. SEE 3/SO.1 FOR BE M TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 SEE 3/SO.1 FOR CONN. (TYPICAL) 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING BEAM CONN. AND HOLD DOWNS (TYPICAL) CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN F116T FLOOR THIS END w/ 9-10d. FRAMING WALL FRAMING z DOUBLE SHEAR�ALL NOTE: SW: 3/6 PLAN TOP PLATE. W: �/6 DESIGNATES SHEARWALL q NO NAILS REQUIRED 2-ROWS OF 16d AILING - 8d @ 3" EDGE AND 6" "FIELD" IN CLEAR SPAN FLOOR @ 9 O.C. oo TRUSSES-- OR JOIST. M DO NOT SCALE DIMENSIONS FROM iOLEIPLATE ANCHORS SEE SCHEDULE ON THESE DRAWINGS.IF A DIMENSION 6 CRIPPLE STUDS z UNCLEAR REFER TO THE 016 0.C. ON DETAIL 3/SO.O WALL FRAMING LLJ ARCHITECTURAL DRAWINGS OR z (2)2x6 PLATES CS1 8 STRAP w/ 10" PLAN NAME FIRST FLOOR FRAMING PLAN END LENGTH. FASTEN SCALE: 1/4" 1'-0" THIS END w/ 9-10d. DAVENPORT - SHINGLE DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD CS / KM /LAP BEAM SEE PLAN ALL EXTERIOR WALL 42* 0.C. DATE UNLESS OTHER NOTED 3-1 Od TOENAILS 09.13.16 SHEA WALLS 24" O.C. SCALE 2-ROWS OF SIMPSON (2)2x6 MINIMUM PLANK (SW d03$0/6") S NOTED 15600 SDWC SCREWS A ORIENTED HEADER OVER LPA No. PLT 0 1 @ 12" O.C. STAGGERED. WHEN NOTED ON PLAN SLIDING GLASS DOOR, FASTEN SEE NOTE 2 TOLL-16-00673 TO JACKS EACH EACH END CONTROL No. W/(1)A35 1. INS7ALL SOLE PLATE ANCHORS PER DETAIL ---- HEADER SECTION 3/30.0 SHEET 2. AN'HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" 36 OFFICE COPY ON.-CENTER SPACING ((2)2,, IL S161 SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Assoc i ates, Inc. TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 Products Truss Connector Total List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES still 111111jus- PlotlD Length Product Plies Net Qty 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING Manuf Product Qty WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 FBM1 20-05-08 1-3/4 X 16" VERSA-LAMS 2.0 3100 SP 3 3 USP THD46 18 SCREW UNLESS OTHERWISE NOTED EN 14 -02 1-3/4 x 16" VERSA-LAMS 2.0 3100 SP 2 2 41 FBM2 -07 No.7 C*-4 STAT )F '0(' 7 _C-_4 �01R STUD DIRECTLY TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 5 5 C h r i s t o p h e r j Sabourin P E SO.0 SO.1 SO.0 FL PE#71461 I �d TRUSS T E DOWN WITH SIMPSON SDWC F01 I _iT T19 r— - _—, ---I ___r— - T36 E�190NS DATE �0 ! - - - - - - - 444777777 PARafter to Top Plate shown 6 0 X Truss to Top Plate similar F02 J07 SHEATH UUN I 1HRU Optimal 22)� J06 LOW ROOF TO 1 ST—\ 0' LEV. L B TTOtV PLA E JO" SO.0 J06 S1.11 r5 V i0j, FIELD ALTE112AMON CONTRACTOR SHALL CONTACT LOU J06 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD I_UZ J0, BELOW TRUSS X"Max MODIFICATIONS WHICH MAY VARY 1 /5\ J06 OSB 6LOCKING' PER,- FROM THE INTENT OF THE ORIGINAL I CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO H TS1 6 DETAIL 5E/S0.1 J01 ��-O BEING APPROVED BY LOU POWIGO a F03 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR. INSPECTION FEES. PORCH CEILING SHEATHING b > L—VA---J < J0, 1. Sloped-roof rafters may be sloped up to and including 00" AT BOTTOM CHORD OF 2 F03 to > a 12:12 pitch and must be *birdsmouth" cut. TRUSS SEE 2/S0.1. SOA N 2. Reference detail 4 for installation instructions. PORCH CEILING SHEATHING LU F03 9 z J07 AT BOTTOM CHORD OF 1.0 to to 0 C:) U_ u_ SHE TH CONT HRU TRUSS SEE 2/S0.1. SIMPSON SDWC INSTALLATION RANGE LEV - BOTOM PLA U J0 < H TS' 6 Uj IF 11 F07 vz X 2)H It)]b THD46 N X THD46 LLJ FOB THD4 _rH _j 4< STUD NOT DIRECTLY 2 HTS 6 ID46 I�HTS M BELOW TRUSS z �/Z// fW I ------- / Uj 1 2 4048 THD461 ±LqJC Reference detail 2a for installation angle limit SO.1 K�2 F09 0/ THD46 SDWC INSTALLATION '_T�ID41' ' /X I L1._J iCk6 Rafter to Top Plate shown (Truss to Top Plate similar) LLJ Rj LLJ OSB BLOCKI qG PER i ' T DETAIL 5E/<'0.1 F09 /Z STUD NOT DIRECTLY (2)HTS1 6—\ T"04� IIHD46 11 BELOW TRUSS L!53 Z (2 H TS 6 7FW co CY) j+P46 THD46 1- M C) CN I&A J I W I-- T_ CN C%4 0 C) T" T_ T_ T_ V_ N 04 CV) M CY) F-- F- 11-- F_ F- F- F_ F- F- iP- 11C'q Ic) I I 1 (0 C'\' IICN IN I Do not install SDWC in zzzz z - =7-7-7-7 11 IP I I&, hatched area vg��6z z I z z z z r z z ::)XZ14 T20 n F10 T35 SDWC15600 IN � I L "J 2 5 2 Ove 1/2- MIN SOA SO.0 SOA SO.0 SOA 2 MAX 1% SDWC INSTALLATION RANGE FLOOR AND STUD TO PLATE TO PLATE: ROOF TRUSS TRUSS: SDWC1 5600 Rafter or Truss PLACEMENT SDWC1 5600 @ 32 0.C. X"" minimum edge distance for full @ 24" O.C. OSB BLOCKING values (with or PANEL BETWEEN Splice may be in upper or PLAN without a plate i lower plate splice) CONT. SHEATHING TO BOT. OF TRUSSES. FLOOR TRUSS. NAIL TO EA. FLOOR TRUSS w/2—ROWS OF 8d COMMON DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE NAILS @ 4 O.C. 74 AV from top plate CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME FLOOR AND ROOF T �ZUSS PLACEMENT PLAN r AVENPORT — SHINGLE 0', CONT. 2x4 NAILED TO EACH SCALE: 1/4" 1'— DESIGN/DRAWN/CHECKED TRUSS w/2-12d COMMON CS / KM /LAP NAILS DATE 00.13.16 2x4 BLOCKING BOT, SDWC AT TOP PLATE SPLICE SCALE SIMPSON HTS16 SiTUD WALL, OF FLOOR TRUSS 0 EACH FLOO ATTACH TO FLOOR TRUSS R SEE PLAN. A$ NOTED w/2-12d TOENAILS TRUSS LPA No. TOLL-16-00673 CONTROL No. CANTILEVER FLOOR TRUSS S1.2 SCALE: N.T.S. SHEET OFFICE COPY S102 J, 7zl- V-O T <( SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN -------- LINE DESIGNATES SIDE OF WALL THE Sw. 3R4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3m O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FORSUPPORTHEADER. 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 Jax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN 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 IAE R J & A A307 DIAMETER FULL HEIGHT ��' C3 ,7�1 X5 THREADED ROD. SEE DETAIL 12/SO.1 61 1h C No. 4 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR E TOP PLATE, SEE DETAIL 12/SO.1 9 STA E F T� A% --T- -77,-7 777-,,� 1 1 -7 '7,7 A307 DIAMETER THREADED f _C 4 ROD TERMINATES AT FIRST FLOOR 0 (95 TOP PLATE, SEE DETAIL 12/SO.1 746� C., SIMPSON HTT5 SEE DETAIL 15/SO.1 C h r i s t o p h e r S a bou ri n P E FL PE#71461 (2)2x6-1/1 SIMPSON DTT2Z SEE DETAIL15/SO.1 ((2)2x6-1/2 Ni rREVISIONS DATi V) LIJ SIMPSON LTT2DB SEE DETAIL15/SO.1 00 00 00 0 (n w- V- T- V) U) Cn U) 12* LONG LIGHT GAUGE STRAP I.- V) LSTA12 FASTEN TO TOP PLATE AND STUD SHEATH CONT THRU WITH 5-10d COMMONS I 1 0 @ 0 Ir- I LOW ROOF TO 1 ST-N"", 0 1- ry WALL STUD SCHEDULE Lj C:) V) Ld LEVEL BOTTOM PLATE C)c Iff (0 C) 0- LOCATION PLATE STUD SIZE U-) HEIGHT & SPACING -j 'r- 0- 0 EXTERIOR MAX 2x4 SPF#2 0 16* O.C. �FIELD ALTERAMN 0 a- Lj 10'-1 2x6 SPF#2 0 16* O.C. 2c CONTRACTOR SHALL CONTACT LOU 0 V) < m EXTERIOR MAX 2x4 SPF#2 0 12" D.C. PONTIGO Ft ASSOCIATES PRIOR TO (io MAKING ANY STRUCTURAL FIELD EXTERIOR IV-1 TO 2x6 SPF#2 0 16- O.C. MODIFICATIONS WHICH MAY VARY 3t V) 14*-0* FROM THE INTENT OF THE ORIGINAL 101-On CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2x4 SPF#2 0 16* D.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. 2[ ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE SHEATH CONT THRU 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET LOW ROOF TO 1 ST ARCHITECTURAL REQUIREMENTS. X LEVEL BOTTOM PLATE 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN I --,- YELLOW PINE. z C14 -F 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS o TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. Ln 1-- V) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT N�� SHEARWALLS LU 0) < COMBINED USE PANEL NOTES Uj 0- a- 1. EXTERIOR WALL SHEATHING SHALL BE < CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING U SPLICE LOCATIONS FOR MUL11 STORY CONDITIONS Uj m 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. z cNi 3. UPPER MOST TOP PLATE SUPPORTING ROOF 4< < 6 MEMBERS SHALL BE STRAPPED AS SHOWN IN V) DETAIL 1/SO.O om CS18 0 ,BOTTOM OF STUD V) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0 �- I WHERE NOTED. SEE DETAIL C4 3/SO.O __j < AT BOTTOM RIGHT OF PAGE. < b _j I--- < Uj �dn`c*Z GENERAL NOTES 0 1. SEE DE a- W -i TAIL 2/SO.O FOR WALL FRAMING DETAIL. < LU SEE WALL STUD SCHEDULE THIS SHEET FOR STUD of -i < SIZES AND SPACING. AT GIRDERS AND BEAMS, 1-- -j 1-- V) < Lij PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 0 PLIES. I Lli 2. SEE SHEET SO.0 FOR ROOF AND FLOOR m Ld < SHEATHING SPECIFICATIONS. z 00 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE -j PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Ljj TOGETHER PER DETAIL 6/SO.O 00 00 m T- r- U) V) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ((2)M-1/1� ((2)2x6-1 (2)2x6-1/1) ATTACHMENT PER DETAIL 5/S0.1 U 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES. SEE 5A/SO.1 7. AT PORCHES. SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS1 8 STRAP w/ 10" END LENGTH. FASTEN SECOND THIS END w/ 9-10d. z FLOOR WALL FRAMING Uj z ---------- FRAMING NO NAILS REQUIRED PLAN IN CLEAR SPAN FLOOR TRUSSES 00 NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DMENSION IS C-0 UNCLEAR REFER TO THE z WALL FRAMING 1AJ C.D ARCHITECTURAL DRAWINGS OR * z 0 71 A CS18 STRAP w/ 10" PLAN NAME SECOND FLOOR Fil%-�MING PLAN END LENGTH. FASTEN SCALE: 1/4" 1'-0" THIS END w/ 9-10d. DAVENPORT - SHINGLE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 09.13.16 SCALE AS NOTED LPA No. TOLL-16-00673 CONTROL No. SHEET OFFICE COPY Sle3 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECMRS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GMERAL DESIGN SPECIFICATIONS SEE SHEET 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* INIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. TRUSS FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 �\ER J. C'n EN 04. Q. No.7 E, ST E F Q: e:X 0 ..4o STUD DIRECTLY TOP PLATE TO BELOW TRUSS GABLE END SDWC15600 STUD SDWC15600 BRACE GEB01 SEE C h r i s t ci p h e r j Sabourin PE DETAIL 11/S0.2 FL PE#71461 SO. 2 TRUSS TIE DOWN WITH SIMPSON SDWC - F TZE 17-9 0 r-4 S DA z Z Z Z Z Z Al Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)� 0 3a T FIELD ALTERAMON CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO&ASSOCIATES PRJOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD X*Max MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO Td BEING APPROVED BY Lou PowiGo a SDWC15600- TOP PLATE TO ASSOCIATES MAY RESULT IN JSTUD SDWC15600 ADDITIONAL ENGINEERING OR 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouthm cut. 2. Reference detail 4 for installation instructions. TO SIMPSON SDWC IN STALLATION RANGE z T M ai .. .. .. LU I F TO 3IM 5 SO.0 2 r5 SO.0 U LLJ Sim T02 Iiiiiiiiiiiiiim z 4<lu STUD NOT DIRECTLY BELOW TRUSS 0 SDWC15600 Reference detail 2a for installation angle limit Uj SDWC INSTALLATION TO Rafter to Top Plate shown (Truss to Top Plate similar) TO STUD NOT DIRECTLY BELOW TRUSS Do not install SDWC in hatched area TOI SDWC15600 SO.2 GABLE END BRACE GEB01 SEE MIN 1 1/2 DETAIL 11/S0.2 Overhan -1 2 MAX 5 SDWC INSTALLATION RANGE R'.00F TRUSS : TRUSS ROOF RAFTER NOTES: STRAPPING NOTES t Rafter or Truss PLACEMENT 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING V minimum edge WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full PLAN values (with or SCREW UNLESS OTHERWISE NOTED Splice may be in upper or without a plate splice) lower plate 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 _9 UNCLEAR REFER TIO THE AV from top plate ARCHITECTURAL DRAWINGS OR splice Offset for full values STUD NO DIRECTLY ROOF TRUSS PLAIC EMENT PLAN BELOW TRUSS PLAN NAME SCALE: 1/4" 1'-0* DAVENPORT — SHINGLE) DESIGN/DRAWN/CHECKED CS / KM /LAP DATE SDWC AT TOP PLATE SPLICE 09' .13.16 SCALE AS NOTED LPA No. TOLL-16-00673 CONTROL No. SHEET OFFICE COPY S104 SHEET 9 OF 9