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1661 ATLANTIC BEACH DR - STRUCTURAL DRAWINGS I I I - � . I I � . DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAIUKa - - . I I O.131X3" TOE NAILS I TYPICAL DOUBLE TOP WINDOW SILL SCHEDLILE DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAJLING- 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: PLATE SPLICIF -R -- 2014 FLORIDA BUILDING CODE - RESIDENTIAL UL11MATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTEENERS FL# CODE, - 2x1O, 2x12 - (7) NAILS 40-0" MIN. SPLICE LENGTH OUGH DROPPED HEAD-- MINIMUM END DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR , SYP SPF I 0.13lx3" END NAILS: ' - FASTEN ALL TOP PLATES �/ (16) O.131x3- NAILS OPENING OR SILL PLATES FASTENER EACH END - �7 �� UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE +16.3 1 1 � 9- LVL. 11- LVL = (7) NAILS TOGETHER w/ (3) ROWS FVENLY SPACED 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS . ZONE (PSF) I a' = 4'-6" DOOR 450 450 , (9)1 Odx1 1,/2-� ! I � - -Ld.&&.Q&� 1 (2) 0 2x4, 14- LVL, 16' LVL = (9) NAILS OF .131x3 0 12" O.C. STAGGARD. - I DESIGN LOADS: ACTUAL AND UNIFORM -17.9 . . I (3) 0 2x6, -----------j I--- < 6'-4" (2)2x4 SPIF #2 (5)12d TOE NAJLS � ROOF FLOOR 10 +18.2 -19.8 +18.2 -24.4 (8'x7') USP RT7 585 495 1 . � , (§J� EA. ,---ND, (4) 0 2x8. SYP#2 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS � ROOF LOADING (cd=1.25) (cd=1.00) - +16.3 -17.9 ' 2 CAR +15.5 USP RTBA 775 650 (6)'16dW/�* EA. END TYPICAL WALL FRAMING NOTES:1 SYP#2 DBL. HEADER, I - TOP CHORD LIVE LOAD 20 psf 40 psf 50 +16.3 -20.6 GARAGE LISP MTW12 1195 860 (7)1Odx11/2* EA. END I 1. USE SPF#2 OR BETTER FORI ROOF SHEATHING, 1167MAX. 11 1 4'-O"I MIN. - I (3)2x6 SYP-#2 1(1)A35 + (4)12d TOE NAILS I "I'll, --- � DOOR -17.0 - USP HTW20 I ALL WALL STUDS.. SEE SPECIFICATIONS F :9 - r - �,I-- - d.Im 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (11 6'x7') 1450 1245 (12)10dx114" EA. END � I I :F 1 - --I-- - 20 psf (TILE SHINGLES) 10 Psf - . . . - -j USP MSTA24 1640 1455 (9)1 Od EA. END 11 SEE 5/SO.O I . - ----- - I I I - - III -- Lou Ponti8o - .--I__: I --- 11 11 I . BOTTOM CHORD LIVE LOAD 10 psf 0 psf III WI URE VALUES (ASD). THE 2. USE SYP#2 FOR ALL TOP __[ 2x-BLOCKING ONLY RAISED ---4--- As so c i at es, I n c. 5 psf 5 psf WI BY 0.60 AS PERMITTED BY 2065 2065 (13)10d EA, END - TES. REQUIRED IF SHEARWALL-\ .-- HEADER I I---- DEFLECTION CRIITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION B 1105 1105 1/,no ROD *0 FTG. I ... - I ARCHED TRANSOM OP11-ON: 420 Osceola Avenue ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED - 3. USE SYP#2 FOR ALL ---1 S ::--I �--:: 2x SPF DIAGONAL BLOCKING USP JUS28 1305 1305 (6)1 Od TO lEADER ma I TF71 FASTENED w/ , Jax. Beach, Florida 32250 � FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 - . I I N I -- I 14 -- 3-0.131%3" 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP.HTT16 4290 4290 5/a"O ROD 0 FTG. I ------ -A- I M= I - I -- HEADER Iz -EA. END TYPICAL. Ph.242-0908 Fax.241-9557 . T T PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 - 4. ALL WALLS SHALL BE I � I I I I - - \1-----� ,,-' SHEATHING MAY EXTEND 2- 5/8"O ROD TO FTG. BALLOON FRAMED FULL . 1� I . - 10 FL:CA# 8344 SO CA#3579 WIND LOADING: - I I 1% I - ARCHED oo PAST BLOCKING- WINDOW AS WI FT, TRUSSES SHALL BE DESIGNED WITH A III LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/a"O ROD wl (11 2)16d I - HEIGHT TO ROOF OR FLOOR L- - ----j I I I TRANSOM . SYP#2 HEADER, 11 ATTACHMENTS MUST . - BEARING ELEVATION, U.O.N. ON t ANCHOR INTO 2x MATERIAL. MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 USP PAU66 2535 %"0 ROD w/ (1 2)16d PLAN. PERMANENT TRUSS OPTION � BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS D MINUS = SUCTION. � - I BRACING BY OTHER TO TALLER STUD w/ SEE RIGHT " � OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, AT11C FLOOR 2-ROWS OF 10d COMS'�,. T 1 4 KING STUDS, - LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1 1545 i 1455 (5)1/4-x2-��4 TAPCONS T 1 5.) FASTEN BOTTOM PLATE OF � 0 12" O.C. '*,- WINDOW SILL SEE � ..........." BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE I *SR J, S THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WALLS TO CONCRETE SLAB / wo# , BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH SIMPSON .C.ONNE(.`,TORS W/110d MASONRY CUT NAILS 0 \'-AT INTERIOR WALLS FOR SILL SIZE AND . 0 00 gof of#III -� . TYPICALLY %m FULL PLATE NAIUNG- CONNECTION EACH 11 ITIONS, � IMPORTANCE FACTOR --------------- 1.00 ;�10* *4 UPLIFT 1 48* O.C. MINIMUM. SEE I r END I -WINDOW SILL SEE PROVIDE SOLID BLOCKING 9 #0 FOUNDATION PLAN ADDITIONAL 0.11310" TOE NAILS: I I* - MEAN ROOF HEIGHT ---------------- 25.0 FT -- *a4, RODS 0 6'-O- O,C, SCHEDULE WITHIN FLOOR SYSTEM AT ALL � 0 Rn 0 1 1 SYP SPF FL# CODE ,ANCHORS AT SHEARWALLS (3) 0 2x4, UPPER LEVEL POSTS & JACK : N . A .. t I I - - . (4) 0 2x6, 9 ROOF PITCH ------------------- 5/12 a : E. -��,�-I.-----, ::-�-I 0 A35 450 450 - Mt.-- . - "--.--,, STUDS * 8. : (ip L I , .--T,,7:7-1 7�i,� -t� �---��-� . a 0.1 I -, . ,�. --.5 I I . 7-.77,--7�,-.,,- BUILDING CATEGORY ---------------- 11 . 1: .... I . � -�7 rT.7 73-'47 7%I W-,,I i.,�I�" _7 �= --1----------- __j I ., .", �," , " -� , . !,,7 . (5) 0 2x8. 0 1 1 � .7�=�777-7' q � , " ---:i;,. - 77 1 1. --1 7-11T:�--- . - I � 7 1 ;: F I I?* , � : � 41 � �. I � I -,4-1 I -'r - -- : -9t) I '. I � � . I "I .. o � I � I F E ; ' I ' � I I I�. A N[ - 1, 478 1 1 . , - - -%- !�� L .�[Eib ' . I - : . � I , , H2.5T 600 520 �' I i 15'1� 'I" !�11 , � , :;�, , 1 j �Lj� �a DENOTES EDGE STRIP. ;�;' L, .- !i: :; � 1 � . T. BLOCKING ONLY REQUIRED , 8d,, ,� ..3 1 1 . , S-V 0 - r I . 1. I . INTERIOR QC A 61 -\ 11 -E- - 0 -4.. -- � . - Lit-ring AT SHEARWALLS AND PT. SPF#2 SEE 8/S0.0 .. 4Q .*-.> L 1 1-6 02 -* A% . HTS16 1150 1085 ' �. 16-10d EA. 'E4D r STUCCO FINISH SOLE PLATE� % .- , ..'-'I'-, � 4V V " ABOVE FOR 'a' DIMENSION L � I ! . 110*4( I '�# :ig :0 In I INTERNAL PRESSURE COEFFICIENT ---------- ± .18 .� MTS1 2 1000 860 7-1 Odx1 I/z E�A. END AND 0.9, FAUN(;. "6111411mass -N si`� . I . 10456.3 1 1 , .i . R5 NN- �- . I 11. L - I. [III - il ` �11 1. I CAN 0 t*- ENCLOSURE CLASSIFICATION ------------ENCLOSED I , 10456.6 1 SEE PLAN FOR �;P I WALL SHEATHING I . 'AL 1 11 � .JILI I I I -A I I'V ' I JL -I -A ---& ..w ) "' * HTS20 1450 1245 24-10dxll/2* EA. END, 13872.3 . 7 ti, ,!, ... .-%. 4 . I . ., 11 I .I- I a 11 ---" . II I . . : - . ;.I. ,.4 1 1 .4. . .:-.1'r.. - .11 .. -,. 'U ,11 � ." - , .. ,- ..I- - %.. f- 1 .I. �- . I - . �.. -- 11 A,;,�11*I" . � ?.. . - � 1 I . .. A .�'�--,*-. . . I . . - . I . I � . � I I . ... . �. � - .1 , . 4 I I I � . . *, �- , - � - . . . .. . . .L � I %11 - I ,. ,I i Is = - .! SEE DETAIL 1/SO.1 1. . ..:., 4 , , , , �. - - � "fit go%III ,0/ -- CONTIN -4" �.d*" . 1, a 4! MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 P .-L � �. I .. . 4.. .t . ,A .4 - -, '. - - - , .� I . 11� . .. . -. ., I. . 1b . * *.. � f . . � .. . . . ".. 1;, I .. . . . 44 . I L. I- I IL .. V .4 1 � . 4- . 4 . .� � : -tw OvE, - . . I � .I .*.- , . ,r.1�. �..,� � �' ' . I . �, . ,% �, - 01 , I to WITHIN FLOOR YSTEM FOR SPLICING 4-0-11- � WHERE POST IS I . 16d COMMONS OPTIONS , 0� . FOUNDATIO4. SEE PLAN A � . - I . I . �-4. -.., . ..� . ..�. ... I . . . � A Christopher ) Sabourin PE iI -L ------I MSTA36 2050 1870 13-10d EA. END 13872.8 1 � j 0 8" 0.C. ' 8" 2 r FL PE#71461 11 1. -- I I I- -11Y HARDWARE AND ANCHORS: .-- -a � ! -1 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH I -f a le to HTT4 3480 3080 18-16 �. FLOOR SHEATHING -71 WALL FRAMING AT WALL FRAMING AT MAX. MIN'--- �SOLF P ATE ANCHOR&- 01 I--f- I ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 4a 11-5/a"0 ROD TO FTG. 11496.2 8d 0 3" 1 SEE SPECIFICATIO I . PLATE CHANGE CONDITION RAISED HEADER . I---------- IF I + \ I -N WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO '7USS/BEAM I. I BUILDER MAY CHOOSE EIT�ER THE DROPPED REVISIONS DATE N NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5, 5250 4670 1 11496.2 I I 1 RAISED HEADER CONDITION WALL FRAMING AT METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I 1-%*o ROD -0 FTG. -- I I P I I 103'� TYPICAL WALL FRAMING -H DITION EXTERIOR SHALL BE GALVANIZED. S: 6-10d TO HEADER RETROFIT REBAR/IROID INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE LUS28 930 780 10655.113 1 1 F T I I -min DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" ANS, METHODS, TECHNIQUES, PROCEDURES, OR 4-10d TO JOI )T I I I I it I I \I�-O I SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d TO HEADER I I I I . X%6" SIMPSON TITEN HD SIX AND Va" LARGER THAN THREADED ROD SIZE. ORMING THE WORK OR FOR THE FAILURE FOR ANY OF HU41 0 905 785 1 10531.36 L---- - --i -i . SOLE PLATE ANCHOR - m I (I.I.O.N.) RK IN ACCORDANCE WITH THE CONTRACT 6-16d TO JOI 3T SCHEDULE FOR SPACING Q&HOLD DOWN ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL `L SEE 5/SO.O SEE 1/SO.1-/1---- I (DUAL CARTRIDGE INSTALLATION ONLY): I ,�� - - * I I .. I LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIESe ABU66 2300 %"O ROD EPDXIED 6" MIN 10849.6 ,. 11 I BUTT JOINT L��) ' REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET SIMPSON EPO)Y-T`1E 11506.4 BLOCKING ONLY REQUIRED *,.--4 2',,'-' - "I N/A N/A i j 2 11 1 4- - , � LTER-A"n -")I I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CON11NUOUS LOAD PATH FOR WIND UPLIFT, I AT SHEARWALLS AND WALL SHEATHING .) . WELDED WIRE FABRIC (WW): SHALL BE ASTM A185. il 1i 10-1ft TO V � r F�IELD A ON LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 SIUD/BEAM/POST 11496.3 STUCCO FINISH AIL 1/SO.1 N 11 . I . I HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"o ROD TO-FTGw FOR SPLICING I- - & I CONTRACTOR SHALL CONTACT LOU . SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 - 695 11 I 10-104.,�:� 13872.5 1 OPTIONS \11 . to,N.� � PONTIG I 0 B ASSOCIATES PRIOR TO � I. 1. . - . 1 1 I BOUNDARY OF /-RATED SHEATHING, MAKING ANY STRUCTURAL FIELD MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED. TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT ,a,,-* h" THREADED ROD I, - _O. I 1)C1 / SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY . ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING -.� EPDXIED 4*w/3X30.229" . SHEATHING - I I �- I I � . . . . . .. . . . . . - FROM THE INTENT OF THE ORIGINAL ' a �, i, I � I I .a PT. SYP#2 J 1-k M I- - . . . . . . . . .. i 11 , � I TO BE AX MIN. CONSTRUCTION DOCUMENTS.ANY I I 1 . . : CONTINUOUS I SILL PLATE EXAMPLE OF PANEL . .. FIELD ALTERNATIONS MADE PRIOR TO GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS I 11 ,. I . m ; ! -� � � FOR SPAC4N . . . . 1 I � .1 ; -INTERIOR 13EARING ��_�P .. BEING APPROVED By LOU PONTIGO& f � I � � � TO UPPER SOLE ELATE BREAK EDGE w/ BLOCKING .. ASSOCIATES MAY RESULT IN i � I 11 � ! FLOOR SHEATHING SPECIFICATIONS I . ! 11 � A " i � TOP PLATE i WAI I* EE SCHEDULE I WH . . . � . .. ADDITIONAL ENGINEERING OR I i I I . I 11 "�." . ;.� ". � , , : FOR STUD SIZE EPDXY ANCHOR TITEN HD . GENERAL NOTES. � "� �;" ",, " 1.'.1 . �� . .. INSPECTION FEES. 23/3 SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6* D.C. EDGE & FIELD : . �� . I i I ; I . . j . 1. . - �. I I - . i AND O.C. SPACING. QEMQ�L I : I , � - '' I ; I - I . .. ROOF SHEATHING SPECIFICATIONS* � . I - -� .j.� .. �,I � '.I I � . 1. I i I : WALL SHEATHING TO - . I . .. - - . .- - - I p . I I r\ . . . .. . .- . . . . . . .. i I,, j ! I -1 I ; SOLE PLATE NAIL SPACING AT . . . . .... . . . . . . . . . .. . . : . . 1, � . I ; I RAISE X" FROM -- SUPPORTED EDGES, . .. � affiNQLE- MIN. 7/js*, 24/16. APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. Dr.',�G & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO I O.C., W1,THIN 4'-O- OF ROOF qDGE). S I EXT. WALL SHEARWALLS I I ; : , � WASHER EMBEDMENT EDGE I� . I I '8d 0 3" SEE DETAILS I BOTTOM OF SOLE ANCHOR SPACING SPACING GENERAL NOTES * * * - I I I. . r-ON � SPEC. DEPTH DISTANCE . I � � - I . . . . . . � I - I i I -'� 11TEN HD 42" 24" 304.229" 4" 210 - . . TILE - 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. WITHIN 4 S1.01 I i i ON S11.011 I I -� 0",OF ROOF EDGE). I i ! �'':j , ,.�:''jL, , -1 w/8d 0 3" O.C. � -) - .. � , 11� � ;$- I I � ---I ; ri--- I �i- I ' . z , , . I I . - 11 . . . . - - OXY 42" 24" I 3x3xO.229* 1114" i 1260 1 EXAMPLE OF UNSUPPORTED . . . . . . -O' OF:ROOF EDGE). � I i I 8- (UNBLOCKED) PANEL METAL - MIN. 1/2", 24/16. ATHING. 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 ' ' . F- - -4 r--- - - EP .4? i 1 : & I I I � I . . , .. 1. . . , , , � , L I I .. . - a. . . ' - . 4. I 1, . . .. 4 . --,. .� I I v . , .�".�tl. :I 11. I EDGE I . � : q - 1 . . � I - I . I . . . ., WALL SHEATHING SPFQFlrwATIONS* I : I ... I . I ,�A - .4 . 11�. I . . , . 0 '111 .. . . . I I I :. i -� MAS 42" 24* 1 N/A N']1A - I � I . 1 . f . i I .. I �a (TYPICAL) '- - . . .. . i . 1� I I I . !�, " : . I I . ..� . 4 . 1 , , Ii . . . - LD -4 . ! .-. . . .. . . . . . - . FLEXIBLE FINISH- L-1 I .. I.. � It I I NOTES: . .. - 11 . . .1 _4 , ,,%-- -A...'."�- ?. ". . MIN. %6", 24/16. APA RATED OSB OR PLYWOOD STRUCTURA SHEATHING, FASTENED w/ 8d 0 6" O.C.�tDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO,UPPER TOP PLATE. I I . . ,* I ED BRITTLE FINISH. 4 � � I - � .. t . . I . FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDER . -11. : . I - 1 ; I I I . . I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WA ' 1, . . . .. U Ln � .1 L---------i LLS AND�,ADJACENT TO NAILING TO INTERMEDIATE STUCCO FINISH-MIN. 7/10", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d.0 6" O.C. EL�X AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO-U;PPER TOP 'PLATE. I I REAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-**'. . . � � � � I �I . t � I i I ROOF I � � MASONRY SPECIFICATIONS: -i . I . I . .. . . .. . 11�:, I . i 1 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLA11ON I (LION) TRUSSES, OR 1< Uj MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITIj-AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM OF 28 DAN COMPRESSIVE STRENGTH OF � SINGLE STa4 MULTY STORY FLOOR JOISTS. ' . 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 1111� 'SLUMP. Mpg SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE IN MORTAO MAY BE. USED IN BRICK VENEER. � . I . 3. AS AN ALTERNATE TO THE 3"`X3*XY4" PLATE WA -11114� \ 0 CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. �,,. C�� -- �, -, . I I .1 . I j � SHER, A 3"X3"XVg,"* W/ V/2"O ROUND 11 I- �, �-,-- ! I I .1 llkft - , � W- I 3 1i STEEL WASHER MAY BE USED. Ii I - 1- - '� .. . I .- . � � I I 11 . ! 1+0�1 TYP. WALL-&ZCTIONS '*N\ S I � -immlpl � 1-1 I -`*NROOF AND FLOOR SHEATHING NAILING mj - CONCRETE MASONRY UNITS (CMW, 140, �k I I I � W---� 1'3 OLE PLATE ANCHOR DETAIL a SCLiEDULE A jk . r4 CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU). TYPE 1, GRADE N-1, NORMAL WEIGHT, INITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GRO6T ALL CELLS 1 CONTAINING VERTICAL: , I I i '"�.' . . . \SO.O/ SCALE: ,3/4* - V-0* ��"Tt L V" . 9� F, - , - - . I . . . I� � , I- � REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 51-00. . 1-11- - I � 11 I 11�-O - %ft.00 \I�O SCALE: 3/4" = l'-O" - ; I I I Lli .. .1 -11 . I .. I � . .1. :. I -- . 1� I .. . .1 . . . .. - 1 I'll � . - 1. . I I i .- 11. i . I . 1. I I . I I—— I I . . .:. ��I..I ---10��-,� I WALILSe ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCR . I I � ,, - 1 1111116=11111Y mm I ETE MASONRY UNITS VATH TYPE IS' MORTAR. WALL COURSING SHALL BE RUNNING BONDS,,...;TACK BOND SHALL NOT- BE � I I USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN Rpt- ORCING, %PRE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR,WALLS SHALL BE REINFORCED FULL HEIGHT - - 11/2* 11/2* I -, ,T, U z , I L - I-- I I ...- �--.-" .-I MUM� . . I I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONS,j%x, yE9,- - ---- ,,, I I 'REINFORCE74ENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL R'EINF. SHALL BE INCREASED AS I I �1�- I I -I- WITH - #4 0 4'-O- O.C. MAX AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY..QF -RENFONING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING COF?NER�BARS, MINI OF 40 BAR 29 I � 4vA-�m (3) ROW-OF 10d , � ... ...�� -1 " - I �- 11 � I ,NOTED ON �,,, ' 9, 0 - � 'i ; � 1�4"p, 2 PLY 11 -\" 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A 1 6". 1 4 0 NAILS 0 8" O.C. < � . I . 1".��Q6�1,. 11 I - 1111111111111111111111111 t."', & I � �*-0 - CLAY MASONRY (BRICKL I I I SIMPSON r - BEAM. a n ;I ,. . 4 . . . I - I f �� '-,� F 2x4 BLOCKING � SDWC1 5600 -� � . ---,- 0 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY." - � I -- -_____mma N IN N C4 . . I . I �. �, -,�-*7 - 14"0 '4**�xk,*---, 024" O.C. FASTEN � . I . SEE ROOF I I 1.� ��04�,�1,,"asiN- -A I � I I I .11 � I �'m�;;��EM 8�E- 0 . I � I I . � : I FRAMING -- �� I CONCRETE SPECIFICA71pus:- I � I . & (1) ROW OF 10d Q 0 ; . .1 � I - I PLAN FOR EXTEND SHEATHING VERT. TOENAILS 4< LU . - - �� i2 . I I - (4) ROWS 12d * NAILS 0 4" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3�00 PSI,;A r ,28 DAYS . DETAILS i TO TOP OF TRUSS AS SHOWN. �, VE STRENGTH OF 3000 PSI. � .1 ,:,.I( I . L I . AT 12" 0.C. I ---- I (f) I . I PROVIDE 2x4 BLOCKING � � 0 0 1 i�'�11 . 1-1 %-11 EA. SIDE. 2x6 MEMBERS .- GENERAL NOTESe . 1 . . I AT HORIZONTAL JOINTS. A I � ad f .1. . I . I 0 � I --1 I . C I I I 1 4 1 ROOF SHEATHING, SEE �� ----I- I! (2) ROW OF 10d """""""""I) 1. I�., . . . SPECIFICATIONS BELOW. (3) ROWS 12d - - V-1- LOW FOOTING AND FOUNDATION& . - I �. . h HEEL ;it�f-O" AT 12" O.C. NAILS 0 4" O.C. -14"�L LOWER TOP 4-10d I . . . '' . PRE-ENGINEERED WOOD EA. SIDE. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS TING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY)' SOILS. SOIL COMPACTION AND-FILL RIPPED TO FIT- . I ROOF TRUSSES. S. I WALL INTERSECTION ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. F001ING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT ISRECCMMENDED TO VERIFY 17� 1111111111111111111111111 SUBSURFACE CONDITIONS, IF THE FOO SUITABLE 2x SPF BLOCKING TOP PLATES . SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 1 1 . � 2xA POST ORTHOGONAL VIEW 11 ' I .1 . I � I . I I : i W TH GAP SH OWN . 0. '� �, � ER COND11IONS < I . -4: 1 4��. LY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS. STEP HEIGHTS. ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE I . 0 11 -, 11 . I . I A I 1 . � I , - - � N- - - - I -- FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT . , . . In -- - (3)ROWS OF 5" (3)ROWS OF 6%7 11�. I 0 � `11111� -,�� 214- I DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) .. I . SIMPSON I-r1e) ,; razi f I I -�,-� TRUSSLOK TRUSSLOK I I `111111� z 11 .- I - 1 . � ; I � . I I SDWC1 5600 - I - `Q�Z ENGINEERED WOOD ENGINEERED WCjOD I SEE ROOF 11Q� �� - 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 PROVIDE #3 0 48" O.C. OR ROD CHAIRS.' FRAMING FASTENERS 0 24"o.c A F111111111111111 ` 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 � �. .7 BAR DIAMETERS . . I . � SIMPSON AS SHOWN AS SHOWN " ---+.-- I . . ! � I � , DETAILS . SHEATHING MAY SDWC1 5600 j CORNER WALL INTERSECTION 111111111111111111111111111 00 I . � . I 1. I CONDITIONS CONDITIONS CONCRETE SLABS ON GRADEo . I I I � . I SIMPSON TE INATE AT SIMPSON_/ 3-PLY 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 TRE I ''.� i I . SDWC1 5600 TORP OF DBL. SDWC1 5600 FRAMING 4-ELY i NOTES: 0 2 ATMENT FOR PREVENT ON OF SUBT . I SEE NOTE 1 k TERMITES. SAWCUTS* FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR 'ALTERNATIVE METHODS. I � . �SEE NOTE' ll i I 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS � I " I DETAILS 14m LVL AND GREATER , . � I ,� ; � 2. - DENOTES 3*xO.131" GUN NAILS 0 6" O.C. VERTICAL 0 1 WOOD FRAMING SPECIFICATION& - I , TYPICAL CONNEC110N I I 4 3. III DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE r < H�El < 1 P-011 ' .1: I NOTES* . ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOO WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR i ! 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED. ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHE) FASTENERS SHALL BE I NOTE& � 1 1. TYP. CONNECTION AT STUD COLUMNS, 1 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ' U , STAINLESS STEEL I 1. TOP P I LA i TE TO STUD S ED WHEN STUD IS DIRECTLY BELOW TRUSS JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. �- OPTIONS ARE SHOWN i PRE-ENGINEERED WOOD TRUSSES* -,� 2. H2.5T,mAY BE SUBs,1n1 NNECTION. PROVIDE ADD11IONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ? � AT TOPPILATE TO STU , SPACE 0 48" O.C. IN ADDITION TO (2) PLYS I SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY VATH NFPA. TPI, ANO AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS r5m'N'*N RPOFTRU S FRAMED WALL CORNER AND \��"".I/ INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY GIF THIE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEWQRARY BRACING,iPER 'COMMENTARY' AND CONNECTION RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING � ;;--- /e*-6NN BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS . SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I . . CONFLICTS THROUGH TRUSS. .WHEN USING (2) STRAPS ON ,� F I - I . . ,: I , ! 'I' � 1 . I \Z2.00/ ! i : ; i W. ROOF COVERING SPECIFICATIONS: i KING STUD TO TOP PLATE: m I I 1, I . ,, � . : � TRUSS TO PLATE: DESIGN I 1-1 I 11 . ill 1. . 1 I - - SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHING!Z.SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER"S REQUIREMENTS. CLAY TOP PLATE TO HEADER FASTENING: I I a I I NOT REQUIRED AT GABLE AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION M TUF*S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED � SEE DETAIL AT RIGHT, NOT REQUIRED � TOP PLATE TO HEADER FASTENING: I ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ; it , ! !�, . 1." ! . � ENDS OR OPENINGS LESS FOR GABLE ENDS. I SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA I 1 . I � I � I I - I KING STU6 TO TOP PLATE: THAN 4'-6'* 1 FOR GABLE ENDS. I � I WATERPROOFING* .1 7 . . L .SDWC15600 SCREW . I � I - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. � 1 . � 1 51 1 � :1 � I NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING: . 11 -11 AND I SEE DETAIL AT RIGHT. NOT REQUIRED �, / . . ENDS OR OPENINGS LESS I I i- I I . I . I - . - . THAN 40-6" \ FOR GABLE ENDS. k % 1 1 -11 I - - GENERAL ' - WOOD FASTENING SCHEDULE BRICK NOTESJ LINTEL SCHD PLAN LEGEND AND,'AB8R,,i1E\V/IATIONS KING & JACK- -- - F- F, -1� J 61) I , 1. PLATE TO HEADER: , . I I I I . --- = k REWFOAMPO DE COM Cl: BUILT-UP POST IN THE WALL ... I'% % 1, , I'll � PLIAJ I . PLAN I � i I KING & JACK L- 11 TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL NOTES TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. I � - 0 1 -, ' ' I . ...) (2)12d TOE HEAD Qfll SILL ==I= CITV" TIC BEACH .1 I . � , 1.�., , L DETAIL 10150.1 DO NOT SCALE DIMENSIONS FROM ,-- TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS - L31/2 01/2 x1/4 4#0 6*-000 1� GABLE X-BRACE. SEE � '. 11 *NAILS E.E. PLATES SEE\ -LOL- SEE PERMITS FOR ADDMONAL THESE DRAWINGS.IF A DUENSION IS 88-000 1 1 � I . - 0, � (MIN) SCHEDULE H D OR SILL I . .. i FACE NAIL L4x3'/2"XV4 .I . 60P DESIGNA I -1/2 HEADER SIZE, JACK AND KING STUD' I 11 . 11 \ IL11 I UIREMOSt"No CONDMONS I. UNCLEAR REFER TO THE DBL TOP PLATE TO STUD (2-16d) 3-GUN NAILS ------ TES SHEARWALL THE � H6. . ..QUANTITY. � , I 1 -4- LATES SEE IF - I ECTURAL DRAWINGS OR L 5 x V/2*XV4 j ,6" 10'-O" --------- HIDDEN LINE DESIGNATES SIDE OF, I I � ., i " i , HEAD QR SILL KING STUD TO FRAMING BELOW-. ROUGH OPN'G, SEE ARCH SCHEDULE � . � I . ! . . . � I I RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) . I WALL SHEATHINO ' ' , . : I TRUSS TO I . . . I . � SW � 4 1 1 1 11 � I I -4L S \ IF CS18 STRAP w/6-10dxlh* & .. DATE � I —. . L 6 0 1/2"x 1/4 60# 12'-O" TO BE APPLIED. 8d 0 3/6 � `" '-:: " �; �� -'i' � 1,'! :' I ROUJI OPN'G, SEE ARCH SDWC i I .. a - I i I I - - r 11 E3 . .. I ''4 1 i �I . I: CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS . t NAILING: DESIGNATES 8d COMM �1�11 . . � - .1 I. . I KING STUD TO BOTTOM PLATE SCHEDULE NAILS EACH END. STRAP I.- - 7 --I � - PLAN NAME L7x3 6" -T- 16'-O- 1 8dO3w/6* ONS 0 Y 1 ' - 1, i":; - 1,11-�l- ATTACHMENT CAN BE INTERIOR OR CEILING JOIST, OVER PAR71TIONS FACE NAIL (3-16d) 4-GUN NAILS V2*X1/4 O.C. EDGE & 6" O.C. "IN THE CONNECIQN, 'SIMP ' 1, 1, I- I _ S N ROUGH OPN'G. SEE ARCH. EXTERIOR SIDE OF WALL. - 1% - . CARIBBEAN ' 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" SDWC15600 SCREW. OMITT STRAP NOT REQUIRED AT THE-\ I V CEILING JOIST TO ROOF RAFTER FACE NAIL -(6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION . A BRICK - WN IS � . DESIGN/DRAWN/CHECKED - RESISTANT COATING OF EPDXY BASED 11 r -0 ADJ - ADJACENT L SPECIFIED. �NOT REQUIRED AT -.1 - - FOLLOWING: GABLE ENDS OR \ : PLATE TO HEADER: JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS VENEER I I - I- JACK TRUSSES LESS � 6 CS / BMB/LAP PAINT. MANUF - Mcnufacture GABLE r I !. . WEATHER 11 . THAN 8' OR OPENINGS LESS -L-Li, -- I I 1 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS -- I MONO - Morolithic WALLS I- ; 1 24" O.C. DATE I I I - I � BARRIER 4 . - 11 11 11 I 2X4 WALL I � ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4xY WD. PERP Pe ndicular A "`*-� SCALE -O".'SHOULD DIA - DIAMETER . !� _rJO A .. I I � JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN N 2. LINTEL MORE THAN 8' BRG - BEARING �'' ' I OC;.�-,On Center: .- , . I � THAN N-6" . - 11 07.15.16 AILS BE LATERALLY SUPPORTED NOT TO NRY UNIT OSB - Orien ed Strand Board . I I A I . HEADER FASTENING SECTION / LINTEL PRE E - re Engineered . , . . ,- - - I - . AS NOTED SCREWS INTO HEADER PROVIDE A ' 2" -�G I " -I ., .. . .it: KING STUD TO FRAMING BELOW. CONT. HEADER, TWO PIECES FACE NAIL 16dO 16* O.C. 0 EDGE PSF - Pouin s per Square Foot . .I'...'.-i . .:I." . '.1, - � SEE NOTE 2 . ,- .0'.. .. 4- . , "i.. :�'. . CS18 STRAP W/6-10DXlN' LPA No. I TOE NAIL -16d) -GUN NAILS ATTACHME �, � . I ..- .10 :. , . - . NIIIN� VERTICAL SLOTTED HOLE FOR SCREW. NT 1. .. ", .. .� 4..-.-,..:�. � - CONT. HEADER TO STUD PSI - Pound per Square Inch , . . . � -1 I f / 11 11 11 . (3 4 3. BRICK VENEER ATTACHMENT: . EOR - ENGINEER OF RECORD � PT -,-- PRESSURE TREATED - � I I","' : - -. I A . :. � I 0 o 74 I� -1% NAILS EACH END. STRAP ATTACHMENT CAN BE TOLL-16-00489 TOE NAIL (3-16d) 4-GUN NAILS QT - .Quick`ne� I � BLOCKING FASTEN 11 I '*"N�INTERIOR OR EXTERIOR SIDE OF WALL. F7 r- 1 (:5 ' T " O.C., VERT. EXT - EXTERIOR REINF - Reirforce . I SOLE PLATE CONNECTOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED STUD OR 2X1O STRAP NOT ILU&"AT TW17 9-ni I nmmr,-C) e , , SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11O.mph HEADE TFLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot LOCATED WITHIN 6- OFj AT LOWER LEVEL HEADERS-A IL w/8-10d COMMONS - GABLE ENDS OR - CONTROL No. NAIL SPECIFICATIONS VANU-ZONE VERT. TIES 0 16ft O.C.). SEE PLAN T � I SPF -Spruce Pine Fur � STUD PACK. OMIT IF SHEARWALL- .- JACK TRUSSES LESS Aft �' 3930 ATHIN ; SYP - em Yellow ,Pine THAN 8' OR (PENI AT ALL OPENINGS SPACE TIES V ,BRICK LINTEL., . Sou th HOLD DOWN IS SPECIFIED SINGLE STORY OPY 1� SHEET 3%0.1311"o = GUN NAILS 2%0.1113"o = RINK SHANK 12" OF OPENINGS. PROVIDE3/jjsmo WEEP SEE SCHEDULE FTG - FOOTING THRU - Thrc gh � (5TACKED WINDOWS) MULTISTORY THAN 3*-6" 1 top .'I ' ' 2"xO.113*0 = 6d 21/2%0.11311*0 = 8d HOLES 0 33" O.C. IMMEDIATELY. ABOVE SECTION MEW TYP - Typicc I /--�B TYPICAL HEADERSTP..APPING UNSTACKED WIND I . 3"xO.148*0 = 10d 31/2"xO.162"O = 16d � � THIS PLAN MUST BE fi* FLASHING. HORIZ - HORIZONTAL UON ,- Unles5 Otherwise Noted . I � . . , � I I . OF BRICK LINTEL 1 . VERT -,-..V - , , I -ertiml. , , I \.. 1V,.%O-148"0 = 10dxl'/2" 11/2"xO.131"0 = 8&111/2" , - . : I S000 I WWF - Wel \ZL-0j, . � * * , L - SEE GENERAL '0" ---- I " ' * " ' '' ' ' FOR D 0. - PA 6 '! , ' I - I; � I ;, , � 1-1 10 ,vlp§',� "� , I """""" - '', � r7mul I , I 11 i .0'i-;� � . ,� ,�" 0 *el � , � A m ff,.1,4-""I \\ [� I I rAR C TRA L OPT I SEE I -� I -�� 1171 -�--", I - 71 a 71 1 __ I _ ___ tc r, _ ,zT010 ] - A L;-- - - I I .--. .. --i �- -. .I.... 1-% FLOOR YSTE � POST IS 80 8 t I r-iT ETI! I I --- 2 DBL- -CSEE 5/S I PLATE I I L -\\ 11 \-,-� T T . G _ ly . . S. _ kl, . 11 . . . . ,*.. . . . . . F -:;I . . . . * - I 1:i- -* - - . I, "N , 1� - �/�.� " , �r , 'r I . , - - I ,--,�� ff---- rT I - � � ` - 1`11111111111111111111111 3 i-, - It ,;*, L- I �'T[ , spe I I - 11 . I . . I . � ON JOB SITETOR . ) 1; I 0 a sm mcm�-� 11111111111111111 I � ; 'D r r.%.# . I . � n 114% i I ki .. I . -1 I L . . I � I � I ; I I � � � . I . � . I - - . . i ; �. � I � I � . � I . 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. PLATE w/ 10d @ 3" O.0 WALL SHEATHING' 8d COMMON WIRE NAILS LOCKING BETWEEN EA. TRUSS. 2x4 B O.C. TO BLOCKING 0 3" O.C. N ATTACH AT EACH WALL STUD w/ 3-16 6" --T-NAILS AT EA. FRAMING INTERSECTION. BLOCKING ONLY REQUIRED f DBL. TOP MAX OTCH HEADER (MIN. OF 6-16d BETWEEN EACH TRUSS) N AT SHEARWALLS AND PLATE BELOW TOP PLATE STUCCO FINISH �& P RCHI: SHEATHING, 5-8d COM Lou Pontigo and HEADER EACH SIDE \S E SPECIFICA11ONS Associates, Inc. PORCH 16d COMMONS OF SPLICE 16d COMMONS, B LOV; 2x4 SYP#2 HORIZ. BRACING 0 HEADER, 0 a" D.C. SHEATHING SPLICE 0 8" 0.C.' 8-GUN NAILS--::I, 24" O.C. BETWEEN OUTER WALL- SEE PLAN. PERPENDICULAR TRUSS PORCH PARALLE HEADER & SUPPORT 420 Osceola Avenue & FIRST INTERIOR TRUSS. NAIL I K FULL HEIGHT CONT. RIBBON CONT. RIBBON TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z DETAIL 8 Jax. Beach, Florida 32250 8d COM 0 EACH END w/ 3-0.13lx3" NAILS BOARD (TYP BOARD (TYO) PERPENDICULAR STRAPS MIN. (2)2x4 WOOD 3" O.C. (TYP) TO WALL HOLD DOWN AT .I ]I\\-- Ph.242-0908 Fax.241-9557 % BASE OF POST BELOW. & (1) ADJ. EACH SIDE FLOOR F FL:CA#8344 SO CA#3579 FLOOR FLOOR OF SPLICE TRUSS- OP110N A TO PORCH HEADER. WALL TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR OR JOI ST. 2x4 SYP#2 STRAP w/l 1 PO 3T 24" 16 GUAGE 4x4 POST-ABU44 SHEATH JOIST. ING SPLICE BELOW STUD WALL FRAMING DIAGONAL 10dx%" EA. END STRAP w 6x6 POST.ABU66 FASTEN EA. 10dxlN' EA. END LSTA12 FOLDED OVER TOP w/ 2x SOLID BLOCKING #011111villffillf" END w/ DOUBLE TOP PLATE LS AT SHEATHING EDGE PLATE w/5-10d NAILS- 8d COMMON WIRE NAI j4" OSB or PLYWOOD 3-10d COMMONS PORCH. CONTINUOUS E R J. OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" 0 RIM BOARD Y4* PORCH HEADER, I I C. A SLAB SHORTER THAN SEE PLAN 6" HEADER NAILS INTO BEAM. SPACE \C,E ITS16 ,�e 4Q� FLOOR SYSTEM. ALIGN CEILING MAX 0 48" O.C. OMIT IF WALL WALL FRAM A 3TRXPS VERTICAL JOINTS WITH LINE MSTA24 SHEATHING IS INSTALLE!D ING WALL FR'MING-/ G It WALL FRAMING )fiso ROD STRAPS EPDXIED 6" Z I ON FACE OF BEAM No. SHEATHING SPLICE WALL SHEATHING MIN I I. ROOF TRUSS JOINTS INSTALL FLOOR TO so OR JOIST FLOOR STRAPPING PER I., FOR PERPENDICULAR o BLOCKING ONLY REQUIRE PLAN MEW OF ELEVA110N MEW OF D 5-8d COM s r"7 TT f!"==7� :M�- :b 7 Z 71,-I--- - 1;: ...�! .�f� ;, � ;.��,."I Z!�1._V4r-,,: - TRUSS CONNECTION , , m "'m! 7 ;M 8-GUN o o OPTION 1 OR 2 PORCH HEADER PORCH HEADER STAT F AT SHEARWALLS AND EACH SIDE SEE DETAIL B ABOVE NAILS CONTINUOUS 2x6 YP#2 A, STUCCO FINISH OF SPLICE ATIPOST ATPOST so S FULL HEIGHT I - #0 OPTION N OR LEDGER FASTE WITH ANCHOR OR DI so...e.so PORC !ECIFICA71ONSe 712Z OVER LAP SHEATHING 6p110N FLOOR TRUSS PARALLEL SHEA _4L 5-0.13lx3" EA. STUD. HOLD DOWN AT MIN. (2)2x4 WOOD Gypsum ANot V2 �Ato� PROOF) GREEN BOARD, w/ 5d COOLER NAJLS 0 6* O.C. EDGE & FIELD BASE OF POST NOTE 1: OR BELOW. & (1) ADJ. PARALLEL TRUSS QP110N 8 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/8 (OR GREATEk)'ibs8 OR PLYWOOD, w/ 8d COMMON NAILS 0 6- D.C. EDGE AND FIELD TO PORCH HEADER. DETAIL A C h r i s t o p h e r J Sabourin PE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED::RODS ARE INSTALLED FL PE#71461 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING i0PTION5 TYPICAL,PORCH FRAMING DETAILS r3-\TYPICAL PORCH BEAM CONNECTION VMEN 4 WALL ADJ. TO ROOF CONNECTION 5LL GUNS-FRUCT10N SPECIFICATIONS FOR ROOF SOA AND WALL SHEATHING AND STUD FRAMING. P.EVI-SIONS 1\AzOl SEE DETAIL 5/SO.l FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS ROOF BOT CHORD w/ 0.13lx3* 0 3" O.C. 2-SIMPSON H2.5T. 2x4 SYP#2 CATS AT 12* FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF RELD ALTERA-nON O.C. FASTENED TO TOP-- it t t _P TRUSS- SDWC 15600 ----------- ---------- CONTRACTO.SHALL CONTACT LOU PLATE w/ 4-0.1310" ,----ROOF TRUSS. 111/4 SHEATHING FASTENED TO 0 32" 0.C. 1 111f PONTIGO a ASSOCIATES PRIOR TO -AL_ COMMON. MAX. F4 TOP PLATE w/ lOd 0 3" O.C. MAKING ANY STRUCTURAL FIELD A SCREWS U MODIFICATIONS WHICH MAY VARY SHEAR WALL- OF THE ORIGINAL 2x SYP#2 CONT. ATTACH l6w MAX. OSB WALL 0 CONSTRUCTION DOCUMENTS.ANY FASTEN CATS EACH END w/1' FIELD ALTERNATIONS MADE PRIOR TO 3-0.1310" COMMON TOE NAILS TO TOP PLATE AND TRUSS (D-\\ BEING APPROVED BY LOU PONTK30& SHEATHING _j ASSOCIATES MAY RESULT IN o w/ 0.1310" 0 3* O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL ADDITIONAL ENGINEERING OR. SHEARWALL OR SHEARWALL INSPECTION FEES. _41 EXTERIOR WALL 8dO3."ZC SW 8d Is Z61p ALTERNATE-A ALTERNATE B ALTERNATE C ALT RNATE G PERE TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE POST BELOW WITH 2-CS16 TRUSS-UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT 7/ OS13 DIAPHRAGM FASTEN q)- Upp" M LOYM STUDS UPPER M LOM STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16_j ROOF FLOOR DECK 1 Od: 04*0.C. SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT TO NAILER w/ (1) ROW 8d TRUSS.N FLOOR -�ANCHORS ARE NOT USED 2x4 SPF#2 CONTINUOUS -2si TRUSS. (9)- END STUDS 70 FOUNDAMON 0- ENID STUDS TO FOUNDATION 0 3" O.C. FASTEN TO TOP- LEDGER FASTENED SW 8d93 6: HTT5 OR HDU5 75W 8dO3/6: HTT5 OR HDU5 w/ (2) ROWS 7/ OSB TRUSS WEBS WITH- HEADER DOWN GONNEXTION HEADER UP CONNECTION PLATE a A�l OF 8d 0 3* 0.C. BLOCKING w/3-0.1310" PLATE ANCHORS SME PLATE ANCHORS CONINE�Ti� CONNECT`ION PANNEL 5BI ARWALL NOTES: TEE SCH DULE ON DETAIL 3/SO.O -SEE SCHEDULE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNE�C Jm 2x4 SPF FLOOF;t�, COMMON. 1. AT ROOF TRUSS, CALL OUT UPLIFT CONNECTOR FRAMING T T IL;I.Q U Ln SYP#2 2x4 NAILER FASTENED ALL AROUND CONTRACTOR MAY S-H-EARWALL NOTES A H2.5T 0 32" O.C. TOP BOT A LS1 8 0 32" 0.C. Uj TO TRUSS BOT. CHORD w FASTEN CATS EACH END 2x4 SYP#2 CATS AT 127' CHOOSE A.B,C,D, OR G. 1. PROVIDE 7,J6" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6* IN THE FIELD. B SEE PLAN B SEE PLAN (2) ROWS 0.1310" 0 3" O.C. PROVIDE 2x BLOPKING, kLL PANEL EDGES. INTERIOR 3-0.13lx3m NAILS 0 6* O.C. O.C. FASTENED TO TOP 2. JSE ALTERNATE A. A411 141, C (1.),MSTA*,STRAPS C (2)CS16 STRAPS D COMMON. FULL HGT THREADED ROD W,PLAN D FULL HGT THREADED ROD SEE PLAN SHEARWALL OR FOR SW. ENI ING BETWEEN ROOF END POSTS OR HTT4 HOLD DOWN AT BASE-(U.O.N) 1 6d1111$%j OR HTT4 HOLD DOWN AT BASE (U.O.N) SW-2-//- SHEARWALL. PLATE w/ 4-0.131)�3" AT EXTERIOR WALLS Z PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS 5 d LS TRL SSES. EXTERIOR WALL (TYPICAL) 36 FASTEN ALL IMIERIOR S �0_-:ROOF OR FLOOR TRUSSES PER 5/SO.l ALTERNATE Q ALTEENATE E ALTERNATE F 3. SE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 JIM SS ATTACHMENL-il 5 SHEARWALL ATTACHMENT AT ROOF a FLOOR se TYPICAL SWARWALL ELEVATION M*N 7 HEADER TIE DOWA PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. IS DETAIL ONLY APPLIES VkHEN NOTED ON PLAN _W, 5 T P M Uj ------- 8d COMMON NAILS L 4-4 2d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICA32NS. AT 3- O.C.(TYP) NAILS (TY3.) L2x4 SYP#2 OUTLOOKERS SINGLE BRACING NOTM ANn SPECIIFICATI= \_ROOF TRUSS BRACING 2x4 BLOCKING. FASTEN TRUSS 0 24" D.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT WALL STUDS WALL STUDS EACH END w/3-10d H3 QR H2.5T HURRICANE CLIP 0 EA. FOR T-BRACE SHALL BE lx4 SYP#3 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, OR BETTER OR 2x4 SPF#2 OR BETTER. AT 16" D.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW TOENAILS OUTLOOKER TO TRUSS. (UON) ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (l)DIAGONAL BRACE PER COMMONS (4) TRUSSES APPLIED .)BRACING LUMBER SHALL INTERSECT 0 OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. Uj 2X6 ROOF TRUSSJ ROOF TRUSS ANGLE 3.)PERMANENT PERMANENT BRACING 0 z SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON BRACING APPLIED B isi WHERE NOTED ON TRUSS MFR. SHOP TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS BRACE FRONT WE OF WE DRAWINGS. THE CONTRACTOR SHALL AND LEDGER TO ROOF MEMBER. PROVIDE lx4 SYP#3 OR BETTER SCHEDULE BELOW PER SCHEDULE BELOW. ICIE. ONLY 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRA WALL SHEATHING UP T-BRAUL IAZ:dENED TO BOTTOM CHORD BRACING BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE .. 4.. 1.1 GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH 0 WEB w/ 12d 0 6"O.C.] LENGTHS > 8'-0*. ALI TO BOTH H3 ABOVE CHORDS AND ATTACHED TO EACH T-BRACE TO BE THE VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/lOd COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBE BETWEEN OVERF�_AMING RAFTER 0 6" ON-CENTER I GABLE END WALLS PROVIDE DIAGONALS GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AND ROOF MEMBER. AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-/4*Ox6" SDS SCREWS END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND_/ TO BE BRACED. (APPROXIMATELY 457.) TO THE 776-1250 2x8 w/ 8-0-1310" 2346-3125 2xl2 w/ 8-1/4'*0x6`* SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL ADJACE 1251-1540 2xlO w/ 10-0.1310" BRACE IS NEEDED, OVERLAP BRACE lei NT EXTERIOR PERPENDICULAR BLOCK TO DBL TOP WALL BETWEEN EACH LINE OF BRACING 1540-1850 2x12 w/ 12-0.1310" PLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL PROMDE SOLID SPFJ2 BLOCKING AT PANEL JOINTS ADJACENT CONSTRUCTED OF THE SAME BRACING M TIE IN OF OV"AME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.13lx3" TOE NAILS 0 8"O.C. AL NG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT p FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE M 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. 8- BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOM- I Od LSTA12 0 48* O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A COMMONS CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL LEDGER CONNECTION SDWC1 5600 0 36" O.C. OMIT IF K LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING 0 SOA TRUSS TO LEDGER CONNECTION BY TRUSS TEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY NO1ES: 1. SPACE GABLE END BRACING 0 4'-6* MAX. lsl�l SCALE: 3/4" V-0" MiN 2 PLY STU MIN 2 PLY STUD FRAMING 2. ALL MATERIAL TO BE SYP#2 D) 14 LIEU OF 2 DS IN LIEU OF 2 STIUDS ITS ACCEPTAB' ITS ACCEPTABLE DETAILS IA--A f� T GIRDER TRUSS WASHER-- FULL HEIGHT SISTER A TO SISTER A PLAN 1XI *_ ORBEAM GIRDER TRUSS MIN 2 PLY 31111" LONG S 36" LONG STUD OR BEAM 0 (1)MSTA24 STRAPS STUD @ Lqj ANCHORING SPECIFICATIONS TU' 2- FASTEN w/12- FASTEN w/1 FOLD OVER TOP PLATE (2)MSTA24 STRAPS SYSTEM: kl3lx3* GUN 0.13lx3m GUN NAILS SOLE DOUBLE FULL HT. ANCHORING THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR SYSTEM SHALL CONSIST OF %*0 A307 THREADED TEN NAILS (2)MTS12 (2)MTS1 2 Od C 0. DOUBLE TOP CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I A FULL HT. ANCHOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE Od .1.1 J UPLIFT TOP PLATE. RODS. ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/l 8 1 HDU5. FAS PLATE ANCHOR A - 26-1 OMONS SEE PLAN ri F DO NOT SCALE DIMENSIONS FROM PLATE r T2Z Wi W1 TOP PLATE, PROVIDE A 2"X 2"X W STEEL WASHER. r �$ - 4 THESE DRAWINGS.IF A DIMENS0N IS WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 UNCLEAR REFERTO THE SDS SCREWS OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) o. LSIMPSON FULL HEIGHT FUL_ HEIGHT ARCHITECTURAL DRAWINGS OR MINIMUM 2 PLY \-(2)H2.5T (2)H2.5T LTT20B THREADED ROD FULL HEIGHT t, ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD DD --THREADED ROD PROVIDE A HOLE IN THE PLATE 34* LARGER THAN THE MINIMUM STUD Jr THREADED WITHIN 6* OF MINIMUM 2PLY 4PDXIED 4" MIN GIRDER (SEE PLAN) SEE PLAN ELEVA110N DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY THREADED 2 PLY-1 11,00' PLAN NAME p AT 2ND STORY STUD-\ Yp6o TITEN HD D SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STU 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE THREADED ROD STEEL COUPLER 2 CS18 STRAPS I CS1 8 STRAPS 7.5" M I N (OPTIONAL, LOCATE FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE I EPDXIED 4* MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS J ol AS NEEDED) ANCHOR J__ SIMPSON TITEN HD ROD COUPLER x6" TITEN HD II(FLOOR TO FLOOR) 11 IN HOLE. RODS MAY BE SLANTED FROM TRUE I(FLOOR TO F�A�R) CS BMB/LAP AT SILL PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%"x6;Y4*) MINIMUM AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. o -2 PLY HOLD DOWN SEE PLAN DATE THE NUT ASM THE UPPERMOST PLATE 94ALL K STUD r%ft SIMPSON DTT2Z ROD = DTT2Z OVER THE WASHER M A SNUG-TIGNT 07.15.16 SECUF -w/8- FLOOR FULL HEIGHT ANCHOR 114STALLATION CHART COND111ION PLUS OE-HALF TURN OF A STANDARD X%* HTT5 ROD = HTT5 SCALE FRAMING 111111RENCH (APPIRONMATELY 30 FT.-M OF TORQUE). SDS SCREWS BUILT-UP POST, BUILT-UP POST, 0 THREADED DUE TO SHRNKAGE AND OF BUILIM SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT MGE CONTWTORS SHALL RE-TIGHTEN NUT TO 30 THREADED ROD--- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-Lft OF TORQUE AFIIER ALL TRADES ARE LPA No. SEE PLAN PER PLAN. 3/8 V2"0 14*0 2x2x.'/O.w 4w C 2 po 3* OOMPLETE AND PRIIOR TO INSULATION. MLL-16-00489 ----EMBEDMENT 0 *0 7.5- 1�`* 24- 3- ALL THREADED RODS SHALL BE QTT2Z LTT208 DEPTH(g) DRILLED & EPDXY ANCHORED. SEE INSTALLATION HTT5 or HDU5 CONTROL No. MONO S ALTERNATE FOR ALTERNATE FOR OPTION 1 TEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 1 3930 FU LL H EU LL H FULL HEIGH ANCHOR I KI I Af MENTS q 3F EIGHT ROD % EIGHT ROD FULL HEIGHT TR j%j ism SHEET r F WALL SECTION THREADED ROD INSTALLATION CHART ULL HEIGHT ROD ALTERNATE THIS PLAN MUST BE 12 ULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM, AT FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMEN DETAIL WHEN 16 GIRDER \,SO.1,1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Soo] Ism RC� E 5 LOV PE j\jSHE,A1 B ji RWALLt zi ALTERNATE kswj THIS DETAIL 1M*EVN6TtD WOL!Ah SO., -% SHEET 2 OF 9 cu I OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL . . .. . . . . . . . . . ALWAYS PLACE TOP PLATE . . . . . . . .. ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/1'"0 THREADED ROD . . . . . . GARAGE . . .. . . . . HEADER . . . . . . . . . . . . . . . . . .. w/3x3x/4" PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4- T.R. . . .. . . . . . . . . . . . . FULL HEIGHT ALWAYS PLACE GOAL POST. FASTEN TO STUD 4- , . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HEADER AT PACK WITH 2-ROWS OF 16d (ONE IN SIDE-\" . .. . . . . . . . . . . . . . . THREADED ROD . . . . . . . . . . . . . . . . . oo 2 Lou Ponti8o and . . . . . . . . . . . . . . . . WALL). TOP OF ROUGH RING SHANK NAILS 0 12" O.C. MAX Associates, Inc. OPENING /,0(2)20ga STRAPS TEXTEND HEADER TO rit.Aur—m TO JACK ATTACH GARAGE DOOR THRU TE'XTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS — UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6x6 POST AS SHOWN. H TT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 7--(2)2x6 SPF ffe- AS SHOWN. Jax. Beach, Florida 32250 El (2)2x6 JACK STUDS — THREADED ROD-\ SUPPLIER JACKS / 4'-O"x4'-O" PIECE OF WALL Ph.242-0908 Fax.241-9557 EPDXIED 12* 0 AND (1) 4'-O"x4'-O" PIECE OF WALL 5 6 SHEATING INSTALL AT UPPER FL:CA#8344 SC:CA#3579 KING.\ SHEATING INSTALL ATUPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER HTT5 w/ oo \-CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS DETAIL 6- (2)2x STUD CORNER\ THREADED ROD DETAIL A IV' THREADED ROD D ( SHOWN) 0 ON EXTERIOR STUD (TRIMED AS EPDXIED 12" AN 1) ... ... EPDXIED 12" SHOWN) 6 6 KINGN'' .. ..... r.T—.E.—. .7 P.T. SOLE PLATE-�,, FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS Ng"ER J III GARAGE HTT5 w/ FA3TEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING essemb W. SOLE PLATE] HTT5 w/ 'of -'. IN 3""'GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. FLOOR ANCHOR THREADED ROD THREADED ROD /Vg (S -UDS, BLOCKING & SILLS) TYP. EPDXIED 12" ... SOLE PLATE 4 'A' EPDXIED 12" A _/ . 4' ANCHOR GARAGE WING WALL SECTION A -16d SINKERS No. 61 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 ... DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS THICKENED SLAB EDGE AT GARAGE OPENING. 6x6 POST NTH ABU66 0 HREADED ROD (q)�ER ADDITIONAL DOUBLE PLATE BETWEEN STATE 7-Ij—�,,T,�77 A, It,P14tkt-s- EPDXIED 12" MIN. iA� ;r F4 % *-YOR10. NOTES: 17,-6 < 7 w/ THREADED ROD w A; 1. ALWAYS PLACE GAR GE.HEAbER ATj1' TOP OF ROUGH OPENING. GARAGE WNG WALL ELEVATION Christopher J Sabourin PE FL PE#71461 DATE REVISIONS GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL GARAGE WING WALL FRAMING LESS THAN 12 7�SO.2 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN .��SO-2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I/�FIELJD AJ-TERAMON CONTRACTOR SHALL CONTACT LOU PONTIGO Et ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORK31NAL A CONSTRUCTION DOCUMENTS.ANY ROOF SH A HINGI!PE FIELD ALTERNATIONS MADE PRIOR TO V T -R 1-MTS12 STRAP CONSTR� -n ON SPEC's BEING APPROVED BY LOU PONTK30 8t ASSOCIATES MAY RESULT IN 0 EACH RAFTER ADDITIONAL ENGINEERING OR INSPECTION FEES. 10d COMMONS 1/2"xl 0" S.S LAG BOLT 2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"ox W/3-#&3)�* WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4!-6" P.T. SYP NO.2 D RAFTER TAIL TO EACH ROOF SCREWS 0 16-O.0 2x6 SPF#2;RAFTERS EXPO E 2x6 SPF#2 RAFTERS TRUSS 0 24- O.C. 0 24"o.c ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4*x6* SDSI I SCREWS 0 16 o.c 2x4 SYP#2 LEDGER 0 PRE-ENGINEERED- + + WALL W/2-00x" WOOD—� 5-10d NAILS Me WOOD BEAK#`PER PLAN WOOD ROOFARUSSES. 2x SPF BLOCKING SHEATHING SCREWS 0 16"O.0 RIPPED TO FIT Ln 12d COMMON 6x6 POST SEE PLAN--,� WIRE NAILS IN. WITH GAP SHOWN CS18 w/7-10dxlX" (2)H2.5T IN' a. 0 4" 0.C. 4< "I EACH END 0 48" 1-H2.5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG. STAGGERED SOFFI T, SEE O.C. STRAP CAN BE EACH JOIST ALIGNED w/ RAFTERS 3-10d TOENAILS ARCH. INSTALLED EITHER %*x8" LAG SCREW FACE OF STUD CS18 w/7-10dxlX" EACH SIDE RECESSED EACH END 0 48m O.C. STRAP CAN BE ARCHITECTURAL 44 DIAGONAL I DOUBLE INSTALLED EITHER V BRACKET 1 2 . :" 1 X4 P.T. SYP WALL FRAMING Wx8m LAG SCREW TOP PLATE l'-40P FASCIA FLOOR FLOOR 8d 0 3" FLOOR FACE OF STUD Uj SEE PLAN RECESSED TRUSSES TRUSSES 3 TRUSSES i-$1HEATHING MAY OR JOIST. OR JOIST. OR JOIST. *RMINATE AT 4x4 VERTICAL TOP OF DBL. BEAM SEE 4< TOP PLATE. OP TI ON Q OPTION A PLAN L ALL EXPOSED METAL OVERLAP A CONNECTORS AND STRAPPING SHEATHINa OPTION C FASTENERS SHALL V FASTENERS SHALL DROPPED BEAM BE STAINLESS STEEL BE STAINLESS S'ITEL RAFTER TAIL DETAIL 0**N VMEN 7 4< Uj 5'N r4 SHED ROOF BRACKET DETAIL SHED ROOF BRACKET DETAIL r6 WALL STRAPPING OVER BEAM \Z-.2 SCALE: 3/4w 19-Os* 0 \Z.2j SCALE: 3/4* so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN V) it Uj AF KING STUD To Top P A=- 4 11 SDWC15600 SCRE W* F 0 40' 4 4 STUD TO To o/// SDWC1560CI SCR W. o/// 0 320 O.C. ST`UD M TOP PLATEo STUD TO TOP PLATE* SDWC1 5600 SCREW. 0 SDWC1 5600 SCREW. 0� 11 0 32" O.C. 0 32" O.C. STUDS TO TOP PLATE STUD M BOT PLATE: ROT PLA TRUSS SDWC1 5600 SCREW. Y4"x4h" L 0 SCREW 0 32" O.C. I MISC HEADER TO JACK STUD VATH ROUN WASHER 1-MSTA24 AT EACH 'RUSS FRAMING DETAILS BOT PLATE TO FRAMING_ aOT BATE M FRAMING 9=CS180 32" O.C. BELOW CS180 32" O.C. STUD M BOT PLATEs ROT PLI&IE,JO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. 0 32" O.C. Y4%4h" I A�G SCREW SCALE DIMENSIONS FROM 00 NOT NTH ROUN WASHER THESE DRAWINGS.IF A DIMENSION IS IEZZZZZ=1777 ARCHITECTURAL DRAWINGS OR ----------- CARIBBEAN DESIGN/DRAWN/CHECKED Hill 11 11 CS / BMB/LAP DATE TRUSS OR . BEAM. PARALLEL TO WALL ABOVE 07.15.16 SCALE WHEN 8 WALL STRAPPING DETAIL MEN 9 WALL STRAPPING DETAIL WALL STRAPPING DETAIL AS NOTED THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN J 0 E58% C 0 TOLL-16-00489 CONTROL No. THIS PLAN MUST BE 3930 SHEET ON JOB SITE FOR !C"11 11%!SPECT:Wv! SO*2 6 ,-q:e 44 WHEN TED SHEET3 OF 9 SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL h DESIGNATES SLAP RECESS L 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 E R J. No. S 71 10 47 E A% T7 OR ------------------------- ------- Ch ri stoph er j S a bou ri n P E FL P E#71461 F 16x16 PILASTER BUILT INTEGRALLY MONO FOOTING TO STEMWALL W/ 2—#5x3O DOWELS w/STEMWALL. T/PILASTER = F.F.E. r�z-79ONS DA REINFORCE w/1—#4 AT EACH EPDXIED 6" MIN (TYP.). CORNER. STEPS BY BUILDER. MONO FOOTING TO STEMWALL w/ 2—#5x3O DOWELS r 4" CONCRETE SIJAB W/ EPDXIED 600 MIN (TYP.). FIBERMESH 0 1,Z LBS/CU. O'D. S1.01 PAVERS 9:0 L___J OF CONCRETE 6x6 W1.AxW1.4 T� BY OTHERS WWF ON 6MIL VAPOR BARRIER r4 S1.01 IN PREPARED GqADE. FIEUD ALTERA110N CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO ^4 MONO FOOTING TO STEMWALL MODIFICATIONS WHICH MAY VARY w 2— 5x3O" DOWELS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY jol FIELD ALTERNATIONS MADE PRIOR TO .01 EPDXIED 6 MIN (TYP.). PAVERS BEING APPROVED BY LOU PONTK30 ft PROVIDE 2—#4x4 BY OTHERS ASSOCIATES MAY RESULT IN CORNER CRACK BAR ADDITIONAL ENGINEERING OR 6 AT SLAB MID—DEPT S1.01 �_F2.5 0'5� 3 L F ---------- S1.01 9 6 It I I to to S1.01 S1.01 U Ln 16'—4 ;3 -1 Xx �n 4< _j rl OB LI 1L_jI 11 1 S1.01 to LLJ I r-rj Ti-i V 11 11 W1 1 6 0 ————————— - z r3 — SAWCUT --2.5 N��101)/ r------- CD ^6 .0, 6 -�01 S1.01 rl O'B S1.01 :D I < 00 In 31.01 ::j_ r3 S1.01 z MONO FOOTING TO STEMWALL 2 MONO FO)TING TO STEMWALL 3 31.01 to S1.01 w/ 2—#5x3O" DOWELS w/ 2—#5(30 DOWELS S1.01 EPDXIED 6" MIN (TYP.). EPDXIED 6" MIN (TYP.). U FOUNDATION PLAN SCALE: 1/4" 1'-0" FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR PLAN NAME FOOTING SCHEDULE AND NOTES CARIBBEAN DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS / 'BM B/LAP —Opp 3—#5 EA. WAY BOT. 20-0" 20—Opp F2.0 DATE 3—#5 EA. WAY BOT. it—Opp 2p-61' 2p-6pp F2.5 07.15.16 3—#5 EA. WAY BOT. 19-009 39-0" 30-000 F3.0 SCALE —opt 4—#5 EA. WAY BOT. S-60' 30—6#0 F3.5 AS NOTED i I —opt LPA No. 4—#5 EA. WAY BOT. 40-01' 4p—Ops F4.0 10 Ewa C 0 Map&,% A, 1 9 4—#5 EA. WAY BOT. 49-6" 49-609 F4.5 Ll F y TOLL-16-00489 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. " THIS PLAN MUST BE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3930 REFERENCE ONLY. SHEET ON JOB SITE FOR 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. EET 4 OF 9 SH TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 -#5 CONT., PROVIDE 8" CMU OPEN BOTTOM LINTEL ,.ZOLE PLATE ANCHOR, SEE 7B/S1.01 SEE 3/SO.O Lou Pontigo an7 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN //, N\ LAYOUT PLAN AND ---------- 420 Osceola Avenue PERMANENT LATERAL rZ321. ___'1hz-SLAE3 ON GRADE, 51 SLAB ON Jax. Beach, Florida 32250 SUPPORT DETAIL. 4 2 Ph.242-0908 Fax.241-9557 4. GRADE --+_SEE PLAN. v "I # 8 44 SC:CA# 3579 SEE PLAN. A--- 4 GRADE OR CONC. SLAB, SEE PLAN. NX 91AER J. I 8 CMU STEM WALL W/ pyflfwlo�4 T #4 DOWEL TO MATCH VERT. SHOWER PAN SLODES TO DRAIN, SEE ARCH SLAB ON -.. . i - - #4 VERTICAL DOWELS @ 24" O.C. -6 STEMWALL REINFORCING (SEE 4 N-1 STEMWALL SCHEDULE PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. CRADE_ A 900 BEND INTO FTG. SCHEDULE) w/ 6" HOOK INTO SEE PLANI No. 1 61 cmu 00 REINFORCING Id 4 FOOTING. LAP VERT REINFORCING COURSES A X IN, < 25" IF STEMWALL IS GREATER 07�-,7-r.-'�- 7-j Lli 00 STAT F Co _j 1 TO 6 #4 VERT. 0 48"O.C. UR ES. F A, THAN�!�'' Q p L - '4* " -_ "N STEM WALL, SEE. "1.01 % 7 TO 10 #4 VERT. @ 24"O.C. CONTINUOUS CONCRETE ORI . 4 2 #4 VERT. 0 8"O.C. /-3 CLEAR 11 TO 1 CONT.1i CONCRETE FOOTING FOOTING 1-STORY, W/(2)#5 CONT. _TYP STEMWALLS OVER 6 COURSES TO 8"d x 16"w J-* Y\ .0 Christopher J Sabourin P E HAVE TRUSS TYPE HORIZ. JOINT 2-STORY, w/(3)#4 OR (2)#5 CONT. REINF. BETWEEN EVERY OTHER 1 0"d x 20"w 10' X20 FL PE#71461 COURSE. FILL CELLS SOLID. --m................ w/ 2-#5 CONT. DAM 01SIONS FOOTING SHOWER RECESS GARAGE STEM WALL K7-NN STEMWALL FOOTING 01 (IF REQUIRED) ��.O 1 (IF REQUIRED) SCALE: 3/4" 1'-0" -�01 �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 BEING APPROVED BY LOU PONTIGO a 4' TYPICAL WALL FRAMING ARCH. ASSOCIATES MAY RESULT IN AND ANCHORAGE PER ADDITIONAL ENGINEERING OR (4" MAX.) Of EQUAL TO SLAB INSPECTION FEES. 4- CONSTRUCTION SPECS. THICKNESS. 7B 0 SLA RECESS BRICK VENEER IS SLAB, ON 4 4 4- GRADE, ACCEPTABLE WITHOUT 2� SEE PLAN. WALL FRAMING INCREASE OF FOOTING WALL FRAMING--\ SI ZE. Ln <4 1 DEEP SAWCUT w/ 'SLAb ON GRADE, . 00 SEE PLAN 2-#5 CONT. LU ELASTOMERIC SEALANT STEP, SEE ARCH. PLAN. SLAB ON 0 o GRADE, _iL__SLAB ON 4 AT 4i, �iEE PLAN. 4< ALT. FOO GRADE, 00 BUILDERS DISCREA NOTES: SEE PLAN. 4 Id Uj 1) PROVIDE SAWCUTS TO CREATE #3 048 0.C. OR APPROXIMATE 12' X 12' :MAX. SQ. 7 ROD CHAIRS (TYP.) SLAB WITHIN 4' TO 2) SAWCUT CONC.; L7 Of z 3" 12 HOURS OF ��CONC. PLACEMENT. OPTIONA 12 w/(2)#5 CONT. 80*x 1-STORY, w/(2�#5 CONT. L* _1-STORY, w/(2)#5 CONT. 2" FLAIR 20" 8%16� 2-STORY, w/(2)#5 CONT. 8"x201 e--2-STORY, w/(2)#5 CONT. Uj Ln MONOLITHIC EDGE FOOTING SAW CUT ETAIL BEARING AT INTERIOR ��7 MONO. FOOTING AT STEP-DOWN oil \S1.01 -0" S1.01 S1.01 '/ SCALE: 3/4" 1' 8x8 PRE-CAST,LINTEL, 4< w/ 1-#5 Uj z TYPICAL WALL FRAMING AND ANCHORAGE. PER CONSTRUCTION SPECS FLOOD VENT, (1)#5 CONTINUOUS, PROVIDE SEE NOTES ABOVE CORNER BARS (TYPICAL)- 12" HOOK INTO SLAB. JAMB REINF. U MATCH DOOR 1\% 15ZI NTH, SEE A PAVER BY SLAB ON GRADE��z- CH. RECESS SEE PLAN.--'� I OT ERS C SLAB ON M w/1-#5 EIOND B 4. GRADE, GRADE SEE PLAN. MISC PAVING EEI I IEI I 1=1 I IEI I IEI I r---d 1 r=_I 1 1=1 I I I 1 -11 1= Ell I X 1=1 I 1=1 1 HE 1 F__:I I E�l I I- I BY BUILDER < 8" MASONRY 1#5 CONT. FRAMING STEM WALL w/ ]DETAIL 10B 04- 8" CMU STEM WALL W/ C) -T i E.J. GRADE OR CON C14 1 #4 @ 48" O.C. DETAILS O.'C. #4 VERTICAL DOWELS @ 24 MATERIAL FLOOD VENT NOTES: 900 BEND INTO FTC. L SLAB ON SLAB, SEE PLA UJ GRADEV SE J. E PLAN. -THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS ABOVE THE ADJACENT GROUND LEVEL. 112 _j 4 DO NOT SCALE DIMENSIONS FROM CONTINUOUS CONCRETE Id THESE DRAWINGS.IF A DIMENSION IS OPENINGS SHALL BE MODEL 1540-510 SMART VENTS- AS THICKENED EDGE UNCLEAR REFER TO THE 819x8s' ARCHITECTURAL DRAWINGS OR MANUFACTURED BY SMART VENT. SMART VENTS OR. APPROVED FOOTING .3", 'CLEAR--\ w/ 1-#5 CONT. IDETAI L 1 OA CONTACT THE E.O.R. .0) EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIE (2)#5 ON T. PLAN NAME 10 P)x20" 12 THICK x 20" WID CARIBBEAN w 2—#5 CONT. DESIGN/DRAWN/CHECKED CS / BMB/LAP FLOOD VENT DETAIL STEM WALL AT GARAGE DATE THIC PO H 07.15.16 lo KENED SLAB STEM WALL 1\ -�01 SCALE: 3/4" 1'-0" 1\ -�01 SCALE: 3/4" 1'_O� S1.01 S11.01 AS NOTED 'm AV LPA No. P, BE% A02hL AV*& Moth Jolu UU1jy TOLL-16-00489 CONTROL No. 1`111S PLAN MUST BE 3930 SHEET 6`1 J 0 B S ITE FO R WiSPECTION S1601 6 F7mMM7 4'T F ..44, 3 D VR SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SA 3/64 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)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/SO.O, 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 X THREADED ROD, SEE DETAIL 12/S0.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/S0.1 \CEA/8' (2)2x6 POST DIRECTLY A307 DIAMETER THREADED No. 1 ELOW POST ABOVE. ROD TERMINATES AT FIRST FLOOR (9 TOP PLATE, SEE DETAIL 12/S0.1 PROVIDE SOLID BLOCKING STATE 7- 7,77_7 4T ROD TERMINATES AT FIRST FLOOR (2)2x6 SPF#2 7'7 �T WITHIN FLOOR SYSTEM. A307 DIAMETER THREADED (95 POST. X� ORI TOP PLATE, SEE DETAIL 12/S0.1 BEAM CANTILEVERS TO (2)2x6- (�( 'E)2,,(:10-=2/2 C(2)2xC>-1 1 SUPPORT GABLE At�m- R12 SIMPSON HTT5 SEE DETAIL 15/S0.1 % Christopher J Sabourin PE 6x6 P.T. SPF#2 SIMPSON DTT2Z SEE DETAIL15/S0.1 FL PE#71461 POST W/ABU66. HUC '10-2 I (3)2x6 SPF#2 . .......Tii� SEE DETAIL 2/S0.1. HANGER POST. �__E TISCYNS DA 00 HU210-2 HANGER TYPICAL 2 PLACES. z SIMPSON LTT20B SEE DETAIL15/S0.1 C' < BEAM CANTILEVERS TO US _z 12" LONG LIGHT GAUGE STRAP 13 10 PICK UP END TRUSS LSTA1 2 FASTEN TO TOP PLATE AND STUD 3: 00 LLJ 10 WITH 5-10d COMMONS > NNI , (2)2xl 0 >1 j=71 0 lz � 7T� WALL STUD SCHEDULE Ld m < 6x6 P.T. SPF#2 L J LOCATION PLATE STUD SIZE U) POST HEIGHT SPACING W/ABU66. m 00 SEE DETAIL 2/S0.1. EXTERIOR 2x4 SPF#2 0 16" O.C. �FIELD ALTEP-A-nON U.- X MAX L X TYPICAL 3 PLACES. CONTRACTOR SHALL CONTACT LOU r% 10,-1 2x6 SPF#2 0 16" D.C. 2[ U) 04 EXTERIOR PONTIGO a ASSOCIATES PRIOR TO V)l 0 MAX 2x4 SPF#2 0 12* O.C. MAKING ANY STRUCTURAL FIELD OWN :D EXTERIOR 10'-1 TO 2x6 SPF#2 0 16- D.C. MODIFICATIONS WHICH MAY VARY X1 X 14'-0* FROM THE INTENT OF THE ORIGINAL F- CONSTRUCTION DOCUMENTS.ANY INTERIOR 10'-0m 2x4 SPF#2 016* D.C. FIELD ALTERNATIONS MADE PRIOR TO MAX 041 BEING APPROVED BY LOU PONTIGO a INTERIOR -7 12'-0' 2x6 SPF#2 0 16" D.C. 2[ ASSOCIATES MAY RESULT IN 00 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR X C14 SEE 3/S0.1 FOR BEAM SIM NOTM C,41 I SOLE PLATE X 04 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE C-4 - /-CONN.(TYPICAL) HUC210-2 LLJ (3)2x6 SPF#2 @ 321, O.C. 04 HANGER > POST. 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. BEAM CANTILEVERS TO 0 I CONTRACTOR MAY INCREASE STUD SIZE TO MEET SUPPORT GABLE-\ (2 10-�/1� (2)2xl 0-2/1 ARCHITECTURAL REQUIREMENTS. 5'a (3)2xl2 1111117777=7 LLOW PINF_ z L!!jj F z 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. (3)2x4 SPF#2 3�Zx 6-_S_P F_#_2 LO Cf) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS LID X POST. [POST. X X TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. U Ln z 13 X I X --(ZIL MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEATH WAL 00 04 SHEARWALLS 4< Uj "N' I �Ij TIN OUS THRU RdOF TO__\,,�� COMBINED USE PANEL NOTES 1,4141111= Uj WAEL A 3OVE. 11 11 >1 LLI V X 1. EXTERIOR WALL SHEATHING SHALL BE I / FASTEN TOP OF WALL C, I > N I 11 c 0 CONTINUOUS FROM B0170M PLATE TO UPPER MOST < TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING PER DETAIL 1/S1.2. < SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 0 I Z LO 2. SEE SHEET SO.0 FOR WALL SHEATHING z 77/�� (0 F- L------------ U z -1 2x4 LL_ SPECIFICATIONS. (2)2x6-1/1 V) V) 4< - I z V) U) 3. UPPER MOST TOP PLATE SUPPORTING ROOF z MEMBERS SHALL BE STRAPPED AS SHOWN IN r do co DETAIL 1/SO.O F TRUSS FG03 ABOVE I----------- 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O Uj X C%4 (3)2x6 S X ml N N GENERAL NOTES POST. N W_ FASTEN OF WALL q X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 0 04 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0 1 10-. F� LL_ PER DETAIL 5/S0.1. 04 1 SIZES AND SPACING. AT GIRDERS AND BEAMS, PRO\ADE STUDS BELOW TO MATCH BEAM/GIRDER V) PLIES. (2)2x6 SPF#2 1 (3 2x6 SPFffz- +61 POST. ()f P ST------------ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. z j AH 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE -111111111111111111 _3mw -a -"TLJ PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ((2)2x8-1/21 (2)2x8--1/11� (2)M-_1/1� TOGETHER PER DETAIL 6/SO.O (2)2x8 1/1 4- 00 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM n ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN IST FLOOR THIS END w/ 9-10d. FRAMING j z WALL FRAMING z ------ PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES DO NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE z LLJ ARCHITECTURAL DRAWINGS OR WALL FRAMING z CONTACT THE E.O.R. Lq CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CARIBBEAN THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD FIRST LEVEL "'ALL FRAMING PLAN CS / BMB/LAP DATE SCA ALL EVERIOR WALL LE: 1/4" 0 42" O.C. I UNLESS OTHER NOTED 07.15.16 SCALE SHE WALLS 24" O.C. AS NOTED (SW d03PI/6") 0 C LPA No. R.T 0 f j TOLL-16-00489 WHEN NOTED ON PLAN SEE NOTE 2 CONTROL No. THIS PLAN MUST BE 1. INVALL SOLE PLATE ANCHORS PER DETAIL 3930 3/;0.0 ON JOB SITE FOR SHEET 2. AN,,',HOR SPACING SHALL BE AS NOTED. FOR EkWPLE - SOLE PLT 0 36" 36- "E.ACH INSPECTION ON-CENTER SPACING siel SHEET 6 OF L 0. �F70f loll ,V4"** C FU4 X 7XI. SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMINQ PLAN NOTESe 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 11/2" WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. I 7 Lou Pontigo and Associates, Inc. TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach, Florida 32250 2x6 RAFTERS TAILS Ph.242-0908 Fax.241-9557 2 6 SEE DETAIL 6/SO.2. FL:CA#8344 SC:CA#3579 SO.1 SO.2 ///—(2)HTS16 SO.1 OSB BLOCKING PANEL SEE DETAIL 5E/S0.1. F09 Igo JI - - - - 00 A 000V,// I (C CY) Ln C) C) C) CD 0 I-_ F- F- U_ U_ F1 No. 1 L I L L L L W -77-:7",- 7 T-- F1 :,A 10 7 STAII F oo S, -oP A' 4 OR I _CN_ SHEATH UPPER WALL- OSB BLOCKING PANEL qn F1 SEE DETAIL 5E/S0. STUD DIRECTLY1 S/ E iz� THRU LOWER ROOF TO' SHEATH UPPER WALL WALL BELOW.' THRU LOWER ROOF TO IFT05 BELOW TRUSS TOP PLATE TO No_ SDWC15600 STUD SDWC15600 GIRDER BELOW. I C h r i s t o p h e r j S a bou ri n P E F1 4� 10 FL P E#714 61 L , L _J _F_ FT06 TRUSS TIE DOWN WITH SIMPSON SDWC . ........ OSIB BLOCKING PANEL F1 REVISIONS DA-M SEE DETAIL 5E/S0.1. ^2 Rafter to Top Plate, shown F1 FT06 Truss to Top Plate similar SO.1 Optimal 22�' FT07 PORCH CEILING AT BOTTOM CHORD OF—/ 10, 30' TRUSS SEE 2/SO.1. FT07 IF 1 RELD ALTERA-nON JV 1V 111 (2)H TS 16 V 2 HTS1 F1 FT07 0 0 STUD DIRECTLY CONTRACTOR--=HALL CONTACT LOU V N N C"I IFT PONTIGO&ASSOCIATES PRIOR TO FG01 F- BELOW TRUSS MAKING ANY STRUCTURAL FIELD A7 IL 'HEW-2 17 FROM THE INTE 4T OF THE ORIGINAL 3 3— IN A00 (y) CONSTRUCTION DOCUMENTS.ANY F- 11i U. U_ T03 LL FIELD ALTERNATIONS MADE PRIOR TO H 116-- SHEATH UPPERIWALL SDWC15600 BEING APPROVED BY LOU PONTIGO a 3 0 7 k\ (2)HTS 6— 1 THRU LOWER RdOF TO 0 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR GIRDER BELOW. 2 oo=�� /I FT01 NgtC 1. Sloped—roof rafters may be sloped up to and including SO.1 ED In In ) U') 0 0 a 12:12 pitch and must be 'birdsmouth" cut. T42 THD26 NS 4- U_ u- U_ U_ 9 I 's I I H I 1 9 1 - I T-51 2. Reference detail 4 for installation instructions. Si., Jl__z�v PT03 ly 1 11 11 11 11 11 11 C4 CA C4 co co k BRACE11 WALL k SIMPSON SDWC INSTALLATION PZANGE k, z PER 2/S1.2 (2) T 61�0 11 11;�k 11 1 11111- \1 HTS16 y 11 11 1 11 111 I- A? -_ - 1 7_5� dczzz - — (n Lin TM . 0 > �IQ I (2)HTS1 4< Uj C� 1 W _�-_ T57 C4 N 4 SHEATH UPPER WALL co CIO co co 170 THRU LOWER ROOF TO IV I I IS V_ — WALL BELOW. IN 603 C14 04 C4 C14 C14 U) to JU IN 01. 4 ^5 FITIF H TS1 JU 4, LU ��io Ic T5 24 FT 2 SHEATH UPPER WALL 7t7 z THRU LOWER ROOF TO 4< JYS24 1�4 GIRDER BELOW. H 16 �PT)2 I�(N I STUD NOT DIRECTLY n HTS16 BELOW TRUSS I T51 L SDWC 15600 04 11 (2 4TS1 #T�12 lqr N N I LO In 1< CD Ngj% Reference detail 2a for installation angle limit MU_ MU_ IVL_ r N 4 F-11, 9/' 0 0 U_ 1b6dirs, ol Z Z Z AH, ZZZ-ZAL J1 SDWC INSTALLATION 5 SO.1 SO.0 2x& RAFTERS TAILS C Rafter to Top Plate shown Floor Connector Total List SO.2 2x6 RAFTERS TAILS (Truss to Top Plate similar) �ItE�, DETAIL 6/80.2. SEE DETAIL 6/SO.2. Uj Manuf Product Q ty USP JUS24 9 0 TRUSS ROOF RAFTER NOTES: STRAPPING NO S STUD NOT DIR USP THD26-2 2 Products NT F� BELOW TRUSS 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARII USP THD46 2 PlotlD Length Product Plies Net Qty WITH 2-12D TOENAILS & 1—SIMPSON SDWC1560 USP THDH26-3 1 FBM1 19-04-09 1 �3/4 X 16 VERSA-LAIVIO 2.0 SCREW UNLESS OTHERWISE NOTED Do not install SDWC in 3", 00 SP 2 2 hatched area 0 CONT. WALL ROOF DECK TO SDWC15600 SHEATHING. 2x6 LEDGER INSTALLED BLO+NG W/ 8d U COMKION 0 3" O.C. Overhon 1 1 2' MIN OVER SHEATHING w/ _9C1 2 MAX /75-10d 0 16" O.C. 7/ FLOOR AND.ROOF TRU.SS �P�ACEMENT PLAN 16 OSB PANEL OF SCALE: 1/4" 1`-0" FASTEN PERIMETER SDWC INSTALLATION RANGE USS FRAME UPPER LEVE WITH 8d COM o @ 4" 0.C STUDS CONT. TO 2ND o FLOOR AND LEVEL TOP PLATE. ROOF ROOF TRUSS TRUSSA I � !J; o Rafter or Truss o x4 BLOCKING @ 48' CONTRACTOR MAY SE A W minimum edge PLACEMENT distance for full .C. FASTEN EA. END values (with or *VF 15600 SCREW 1 Y4 TIMBERSTRAND RIM PLAN 2ND LVL without a plate lower plate BOARD AS AN AL RNATE splice) FLR ELEV V STALLED SIMILAR TO TO THE OSB BLOC ING OE—NAIL APPLICATION. -RAMING PANEL FASTEN TO DO NOT SCALE DIMENSIONS MOM THESE DRAWINGS.IF A DIMENSION IS ALL AROUND W/8 2d UNCLEAR REFER TO THE X" from top plate ARCHITECTURAL DRAWINGS OR TOENAILS sp ce se for full values STUD NOT DIRECTLY 10 ALL AR ND. CARIBBEAN BELOW TRUSS PLAN NAME BLOCKING INSTALLED w/ DESIGN/DRAWN/CHECKED 0 FASTEN TO TR SES 2x4 B+CE. FASTEN 5-10d TOENAILS. EA. EN111I w/ (4)1 Od CS BMB/LAP AND TOP PLAT WI TH DATE FACE NAILS. 1 Od COMMONS 41, 0.C. SDWC AT TOP PLATE SPLICE 07.15.16 SCALE AS NOTED OSB BLOCKING 'M AF LPA No. SECTION SHEARWALL r2 PANEL SHEATHING. 10 B (,g;o" 0 P y TOLL-16-00489 CONTROL No. 2 ,00�_ THIS PLAN MUST BE 3930 r7l*�SHEARWALL A ACHMENT ON JOB SITE FOR SHEET 000�.2 E.ACH INSPECTION V/Z' IRE2 V, C-Jj-r.-'. N F///V//z 6 r FTE7! 116 Sle2 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN -------- LINE DESIGNATES SIDE OF WALL THE SV- 3/6 SHEARWALL SHEATHING TO BE APPLIED. DESIGNATES 8d COMMONS 0 8d 0 3" O.C. EDGE & 6" D.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo a n d DESIGNATES SINGLE PLY HEADER AND As soc i ates, I n c. 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 X %" A307 DIAMETER FULL HEIGHT I/ THREADED ROD, SEE DETAIL 12/SO.1 R J. A307 DIAMETER FULL HEIGHT **qqqj9qqqq'O *1 X5 THREADED ROD, SEE DETAIL 12/SO.1 F. Se Om A307 DIAMETER THREADED NO. ro i ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 1-7 7- 7, S 7 A307 DIAMETER THREAD (2)2x6 SPF#2 ED % ROD TERMINATES AT FIRST FLOOR 40 an 7 p TOP PLATE, SEE DETAIL 12/SO.1 am, Osmanli .(2)2x6 (2)2x6-1/1 (2)2x6-1/1� No". t9.Cb V 0"0 7�7) ! I � OST. (95 SHEATH UPPER WALL THRU Q9 - SIMPSON HTT5 SEE DETAIL 15/SO.1 no/ LOWER ROOF TO GIRDER--,,,, 00 V) C h r i s t o p h e r J Sabourin PE BELOW. 1\-(2)CS18 0 SEE 3 SO.1 FOR BEAM FL PE#71461 (3)2x6 SPF#2 SIMPSON DTT2Z SEE DETAIL15/SO.1 POST. STRAP POST TO POST- CONN.(TYPICAL) X P"GONS DA BELOW w/2-CS18 STRAPS C5 L 4x4 P.T. SPF#2 SIMPSON L1720B SEE DETAIL15/SO.1 V) POST SET DIRECTLY ON j BEAM BELOW. STRAP TO 12* LONG LIGHT GAUGE STRAP (2)2xl 2 POST BELOW w/ 2-CS16 LSTA12 FASTEN TO TOP PLATE AND STUD 0 WITH 5-10d COMMONS _j WALL STUD SCHEDULE < in 3: ry I LOCATION LLJ HEIGHT & SPACING a X EXTERIOR 2x4 SPF#2 0 16* O.C. r"'FIELD ALTERA-nON < MAX F- 0 EXTERIOR 10'-1 2x6 SPF#2 0 16* O.C. gC CONTRACTOR SHALL CONTACT LOU V) -j MAX 2x4 SPF#2 0 12* O.C. PONTIGO&ASSOCIATES PRIOR TO Ld MAKING ANY STRUCTURAL FIELD M X EXTERIOR 10'-1*TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY Cn STRAP BEAMS TO 14'-0 FROM THE INTENT OF THE ORIGINAL 10'-0" CONSTRUCTION DOCUMENTS.ANY //""-POST w/2-MSTA24 INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& 12'-0" 2x6 SPF#2 0 16* 0.C. Q.[ Ld LLI INTERIOR ASSOCIATES MAY RESULT IN > I MAX 2x4 SPF#2 0 12- O.C. ADDITIONAL ENGINEERING OR > X 0 INSPECTION FEES. M < 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 04 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. j'0 x /(2)2 x 1 04 CONTRACTOR MAY INCREASE STUD SIZE TO MEET 1-- (2)2xl 2 ARCHITECTURAL REQUIREMENTS. CS1 8 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN AT BOTTOM RIGHT OF PAGE. Cn YELLOW PINE :D �Dj Of F- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD CS1 8 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT U X C-� SHEARWALLS V) * 4< LU 0 CS18 STRAPS FROM POST SH-EATH 4kL CS1 8 V) M TO POST BELOW COMBINED USE PANEL NOTES ----Tr- 0) -CS18 TO WALL B 0 1. EXTERIOR WALL SHEATHING SHALL BE 04 L V) �'Lu - CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST < X TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEA-MING SHEATH UPPER WALL _j LIJ 1,In _3 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS N ICS18 r Uj THRU LOWER ROOF TO (3)2x6 SPF 2 < WALL BELOW. I IN/A r r U".13 1 3: 2. SEE SHEET SO.0 FOR WALL SHEATHING POST. e-%'rr% A ` PC` TO I Lij CL SPECIFICATIONS. z BELOW w/2-CS1 A '.E < 4< 3. UPPER MOST TOP PLATE SUPPORTING ROOF 0 MEMBERS SHALL BE STRAPPED AS SHOWN IN CS1 8 V) -i LLJ DETAIL 1/SO.O n 0 -------- 1k M T-- 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O Uj V) 0 STRAP U) WALL U) < (A GENERAL NOTES DETAIL 7/SO.2. 0) F- 1 -CS18 (2)2x6 SPF#2 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. T -j -2- 0 POST. STRAP POSTTO POST SEE WALL STUD SCHEDULE THIS SHEET FOR STUD T1 I.- < F� C14 SIZES AND SPACING. AT GIRDERS AND BEAMS, _j LJ BELOW w/2-CS18 STRAPS PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER C4 1 1 _3 PLIES. 4< Uj 00 00 < of 00 �OO; Ld 2. SEE SHEET SO.0 FOR ROOF AND FLOOR V) V) V) SHEATHING SPECIFICATIONS. 0 < IAJ 4. w 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 0 Cn -J PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (2)2x6-1/1 L-I TOGETHER PER DETAIL 6/SO.O M 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES. SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN 2nd FLOOR THIS END w/ 9-10d. z FRAMING WALL FRAMING W z PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES OR JOIST. DO NOT SCALE DIME:NS11ONS FROM THESE DRAWINGS.IF A DIMENSION 655 CL R OT FE UNCLEAR RE R TO THE z RC IT TLP L I�CS 0 Uj =ARCHITECTLR-ALDFZ-AWINGS OR WALL FRAMING V p p z CONTACT THE E.O.R. CS18 STRAP w/ 10" PLAN END LENGTH. FASTEN THIS END w/ 9-1 Od. CARIBBEAN DESIGN/DRAWN/CHECKED SEC�OND LEVEL WAL*L FRAMING PLAN CS / BM B/LAP SCALE: 1/4" DATE 07.15.16 SCALE AS NOTED LPA No. C;0 P,%y TOLL-16-00489 CONTROL No. TF!'iS PLAN FOUST raE-- . 3930 ON JOB SITE FOR SHEET EACH INSPECT.I.0-�-ij Sle3 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECAFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET U& 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 MR it E 4:kQ No. 61 -A 6 STAT F —(2)H TS1 6 A, k., 2x6 RAFTERS TAILS OR I SEE DETAIL 6/SO.2. 0% STUD DIRECTLY BELOW TRUSS TOP PLATE TO 00 ICD 14D 4 1W 1W =D) 0 0 0 a 0 C) Christopher j Sabourin PE FL PE#71461 ILI] TRUSS TIE DOWN WITH SIMPSON SDWC '�1901`-6 DATE 1 Rafter to Top Plate shown D 2x6 RAFTERS TAILS Truss to Top Plate similar SEE DETAIL 6/SO.2. THD,G 4 Optimal 22)� C%4 10, C%4 T2 3T /7P JUS24 �FIELD ALT 11705 T26 J04 I -- OR SHALL CONTACT LOU STUD DIRECTLY11 NTIGO&ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY N, /7 R= IZI ==444 X*Max FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO n 21 BEING APPROVED BY LOU PONTIGO a TOP PLATE TO ASSOCIATES MAY RESULT IN SDWC15600 T07 T2 ...... STUD SDWC15600 ADDITIONAL ENGINEERING OR V INSPECTION FEES. 11-192-4 TOI N 0: T29 T35 ' a e: ape —roo ra rs may e sloped up to and including a 12:12 pitch and must be 'birdsmouth" cut. > 2. Reference detail 4 for installation instructions. I-jyj 0 'Yowl' D26 SIMPSON SDWC INSTALLATION RANGE JUS24 T31 ^6 T10 U �.2 V) Uj wall I TZ !!! T1-3 Uj —(2)HTS1 6 13 1 114 "15 71 LUS2t. T3 CIS 7 STUD NOT DIRECTLY —'T1 5 17, BELOW TRUSS SDWC15600 Reference detail 2a for installafion angle limit ;wpm, Uj T1 7 Roof Connector Total List SDWC INSTALLATION J02 Manuf Product Qty USP JUS24 24 Rafter to Top Plate shown - M2 USP THD26 6 (Truss to Top Plate similar) LLJ I-S 0 I (f) 1�co 0 so,11 co III in IN REadl III I N1\1 Nri STUD NOT DIRECTLY BELOW TRUSS not install SDWC in .0 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES hatched area 0 SDWC15600 1 STRAF TRUSSES AND ROOF RAFTERS TO BEARING U WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 1 1/2' MIN 14 SCREV� Overhan UNLESS OTHERWISE NOTED 2" MAX 9C. SDWC INSTALLATION RANGE TRUSS PLACEMENT Rafter or Truss X** minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) zDO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS r UNCLEAR REFER TO THE X" from top plate ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME CARIBBEAN ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED SCAL E: 1/4". 1'—0" CS /- BMB/LAP 'DATE SDWC AT TOP PLATE SPLICE 07.15.16 SCALE AS NOTED LPA No. JOL; u0p y TOLL-1 6-00489 CONTROL No. THIS PLAN MUST BE 3930 SHEET ON JOB SITE FOR 1EACH INSPECTION S104 O;lq :J1O4 0 U,9 2 TR S24 11 -7 Uj 0 SHEET 9 OF 9