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1759 MARITIME OAK DR - STRUCTURAL DRAWINGS . . I ' . DESIGN SPECIFICATIONS USP CONNECTO[ZS TYPICAL HEADER NAILING TYPICAL nOtIF41 F TOP I . O.131X3" TOE NAILS TYPICAL WINDOW SILL SCHEDULE DESIGN CODE: COMPONENTS & CLADDING UPLIFT TYPICAL STUD NAUNS- 2X6, 2x8 = (5) NAILS JOP PLATE NAIUNGD- 1 41-O" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES (PSF) CONNECTOR I FAcSTENERS FL#, CODE I 2x1O, 2x12 - (7) NAILS - FASTEN ALL TOP PLATES OPENING OR SILL PLATES -FASTENER EAOi END � ---- A � 11 I � 0-1311x3" END NAILS: / (16) 0.1310" NAILS - - - F, "A i � 1 11 -1 � � �, � , .I I I 1 CAR SYP SID '! . L,- � 9" LVL, 11" LVL = (7) NAILS / 4 4�-e (1)2x4 SPIF #2 (4)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): +16.3 . I . f �j I � L I I . � 11 - (2) 0 2x4, 14" LVL, 16" LVIL = (9) NAILS TOGETHER w/ (3) ROWS FVENLY SPACED I . UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPUANCE. P GARAGE USP A35 9)1 Odx1 1/' " r ! . . I I OF .1310 0 12" O.C. STAGGARD. . < 6'-4" (2)2x4 SPF #2 5)12d TOE NAILS AREA (sf) ZONE (PSF) a' = 4'-6" DOOR -17.9 450 450 ' ( 2 : 1 (3) 0 2x6, . 3 I-'- - DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8*x7') I USP RT7 585 495 _ (5)Bd E . END I - (4) 0 2x8. I - SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS -------- ROOF FLOOR - 2 CAR USP RT8A 775 650 (5)10dX1V2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4*-O to f MIN. 4 12'-O" (3)2x6 SYP 92 (11�A_Nri 4- (4)12d TOE NAI�sj L_ 15.5 ROOF SHEATHING, 6"MAX. 1. 9 ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE + USP MTW12 1195 860 (7)1 Odx1"Y2" EA. END I 1. LISE SPF#2 OR BETTER FOR SEE SPECIFICATIONS F I F - - I -1 1. F - ��I__ -1-- - I TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. I I I - Il . I I Lou Pontigo and 7 psf (ARCH SHINGLES) 1 0 Psf 100 +15.5 -17.0 +15.5 -19.0 (11 6'x7') -17.0 USP HTW20 1450 1245 (1 2)1 Odx' 1/2" EA. END >0 .__-I i i I I . I I I . s so c I a es, n c. 20 psf (TILE SHINGLES) 1 0 PSf . - . - I- ---------i USP MSTA24 1640 1455 (9)1 Od EA. END 2. USE SYP#2 FOR ALL TOP SEE 5/SO.O - I- .4-_- BOTTOM CHORD LIVE LOAD 10 psf 0 psf & WI SURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d --A. END TES. REQUIRED IF SHEARWALL_\ .= RAISED U. ARCHED TRANSOM OPTIOND 5 psf A WI Y 0.60 AS PERMITTED BY HEADER I I 1 420 Osceola Avenue 5 psf ' I - 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 1/2"O RO) TO FTG. 1 3. USE SYP#2 FOR ALL � :::I rt FASTENED w/ 3-0.131%3" Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED I N .-L_11 I I -_ � USP JUS28 1305 1305 (6)1 Od T) HEADER ISM 11 I N - - U HEADER = EA. END TYPICAL. Ph.242-0908 Fax. 241-9557 � FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/8"O RO) TO FTG. I -A- I I -r \ ,/'SHEATHING MAY EXTEND 2- FL:CA# 8344 SC:CA#3579 0.75" MAX ANY CASE � POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 1 4. ALL WALLS SHALL BE r--� I I . --\----- 0o 10 PAST BLOCKING- WINDOW USP HTT22 5370 5370 5/e"O RO) TO FTG. I I ARCHED P, WIND LOADING: * LINEAR INTERPOLATION IS PERMISSIBLE. 2535 5/."O RO? W/ (1 2)16d I HEIGHT TO ROOF OR FLOOR L__ - ____J I TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A BEARING ELEVATION, U.O.N. ON OPTION MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 2535 5/8"O ROD w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT -_i1thts".. BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS 0 D MINUS = SUCTION. " BRACING BY OTHER 2-ROWS OF 10d COMS "� KING STUDS, _' � OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1545 1455 (5)'/4 X2- 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. ,, ,*-- WINDOW SILL SEE ,VIAER is 0 OORS FASTENING TO THE WALL FRAMING IS THE I I I I I � . 8*42rr11y�j,jt1Fj I .. LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE / . 0*._w I,N 41% :2� .- BY 0.75 MEN COMBINED W WALLS TO CONCRETE SLAB AT INTERIOR WALLS TyPIC&_SQLE FOR SILL SIZE AND I AT TWO STORY CONDITIONS, 0 V 114. 1p, 0.4 THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS I 0 11 , 00 BASIC WIND SPEED (ASCE 7-10) - 130 MPH . I � w/10d MASONRY CUT NAILS 0 \-TYPICALLY %" FULL PLATE NAI WINDOW SILL SEE PROVIDE SOLID BLOCKING . I .I ,� I I 14119; .1 a 48" O.C. MINIMUM. SEE� END z r IMPORTANCE FACTOR --------------- 1.00 7k 10 7k UPLIFT 0.131xY TOE NAILS: I WITHIN FLOOR SYSTEM AT ALL = I No.7 11 1 __ TI DITIONAL RODS 0 6'-O- O,C, = : 41 8 (3) 0 2x4, UPPER LEVEL POSTS & JACK = * : : * MEAN ROOF HEIGHT ---------------- 25.0 FT *alk CONNECTOR FASTENERS FL# CODE ,ANCHORS AT SHEARWALLS = 1111- C�i I SYP SPF I ISTUDS 6. : r_.4 I 1 (4) 0 2x6, I - - 1: 0 1 ROOF PITCH ------------------- 5/12 1 __ A35 450 450 1,2-,#dx * _ .. . . - 1 (5) 0 2x8. ., * STAT .* 1�0 . I � - �14Q i - :� I J - , ,2,r Fj��,,:I[,�, ,�4Pt4 114 . - T- - I �**: �!�,-� ailr; ; `., oo Is r-_q `" ;,'ji . �-j!f,`,t�V�- !'�_`,J� . ;,; .11 A I- J Qr _I I/ I I I , - - 4 ------------�----- �,1 1 I"41 I. , , , I .� 4,/ <=> . -.I i - ,, , � V �'�,�' . � I , 11 - - 11 . N!I li� I . " , ' ��, : 1: I 1,%,:�� .1 I b ,�I BLOCKING ONLY REQUIRED 1P, '* A*-e - -'f - BUILDING CATEGORY : 1 . ; I � . ;1! �.,�. . I I I. � I - I to " I ��I. � j.,.,'�[ iii476�'�,%�' , . , I -.It C 9 a,L H2.5T 600 520 ,� I �'A. :-. P !, :;�T m I I � AT SHEARWALLS AND-\ PT. SYP#2 11 - SEE 8/SO.0 �/ I* ,./ % N � , � __ - B I -EDGE'STRIP. I I , I � I ._ I I I . -,, *- -31 4 DENOTES , 11 . EAMN N -10 - ,\-- sv - . , I � STUCCO FINISH "I mnm�.,mkN 1'\ I ; , <1 - � " r HTS16 1150 1085 16-10d' Ek END. ; 10456 6" SEE I _11 OR TJD SIZE , �a .,�,� ;7. 1 : � I I I . I '. -_ ENCLOSURE CLASSIFICATION ------------ENCLOSED I � - - I I i i A 11 O.C. S PAdl S, V111 00 I V OR 'a' DIMENSION : . � NG. N MTS1 2 1000 860 7-1 Odxl 1/2�* EA. END 1 10456.3 1 1 1 - Il I I _& I X ti _& �� IF I _& � -I I,Q11M,7,1,Is h fil�j " INTERNAL PRESSURE COEFFICIENT ---------- ± .18 I' I i iE iii ,a, i i _x i i . -A A ,,-*k� - I . . I WALL SHEATHING ___. __ . I '. � . , it it I I I 211IN11141w,- ..,/ - ,, , �, 7 . '.4 �, I . � . �. 4r . '. ... .. � .. . - -I . .� . I� - � 10. � .i � � , . 4'. 4i .I . 1, -" , . .. , � 1. �- . , * 1 -- - 'd� -�- . . � -.9- � . . - � . I : . - -�- -� . 4 . � I I I I V1. .� . - ' � . . *, 11., . �. : 4 . � A A .,.-4_ �,� , . . . ,.., .�" 1. .. I I , . . I .. I . , , - . jo ' � " I .I W I .! � 4 .. , �: - 1 4 ' � I - -- ' � . . '.. � i . �, , * I I . . . I . . -4 r _. -.4 4 , . .? . U . . . - " , , . . , I I . I - I.' � - .1 ` I . .I .. � . . C_ . FOR SPLICING . . . A - 4't - .. ,. � j ,C, � I.- -A Ir.71 . I 17- . ..%, , I HTS20 1450 1245 1 24-110&19�m EA. END 13872.3 .. "I'll, \-SEE DETAIL 1/SO.1 I ..4 . . .__ . ; 1W :'LOOR SYSTEM .� '. � �- ' 4 . I A. . , .-. - . . .., . ! MSTA24 1765 1270 9-10d EA. END . � 13872.4 Wl I _L�, - __ . le '� �� . . FOUNDAI]ON, SEE PLAN, . I .I - .1:1.' '.", .. ... �" . . . Christoph'er j Sabourin PE MATERIAL SPECIFICATIONS 01 L t a7f I - : 16d COMMONS OPTIONS . 4-0--t I WHERE �OST IS ABOVE. 8" 1 1 MSTA36 2050 1870 13-10d EA11 END 13872.8 j, 0 8" O.�.�- _1 I I , I - -11 2 FL PE#71461 a - a FLOOR SHEATHING r_ WALL FRAMING AT WALL FRAMING AT MAX. 'MIN. \_SOLE PLATE ANCHORw ' HARDWARE AND ANCHORS: HTT4 3480 3080 SS/BEAM _ 11496.2 8d 0 3" SEE SPECIFICATIO+ I PLATE CHANGE CONDITION RAISED HEADER COND11ION FROM SOLE _iT - '-"'* ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 7r a If 'r af 1-5/g"O ROD TO FTG. L I \ I r E�11_901NIS DATE*.*I ASTM A 307 OR ASTM F 1554 GRADE 36. 1 -_ I IF I I . -_ _.___ BUILDER MAY CHOOSE El-THEIR THE DROPPED WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 32-16d TD TRUSS/BEAM � - I] I I I 1HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 . 11496.2 � I I � NDITION 1-%"o RC�D TO FTG. ; . . I --%\ TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER � I I I r 2 EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSo LUS28 930 780 - 10655.113 1 1 27 1 1 11 I RETROFIT REBARMOD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q[L BE RESPONSIBLE 4-10d TO JOIST I I I I -_ I I \1�O X"xV SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4' ANS, METHODS. TECHNIQUES, PROCEDURES, OR I I � I I E SOLE PLATE ANCHOR I LARGER THAN REBAR SIX AND Va" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 1 10531.36 L---J.- __J --- _j Q&HOLD DOWN (U.O.N.) ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST -/I----- SCHEDULE FOR SPACING ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS RK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/spo ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL �SEE 5/S .0 SEE 1/SO.1 (DUAL CARTRIDGE INSTALLATION ONLY): .1111., 11 11 , , I � 1� ... " BUTT JOINT-\ ABU66 2300 5/,"o ROD EPDXIED 6" MIN 10849.6 S . I ,.,-� /,-4 - "N`\ ILIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONsaum& . I. I � BLOCKING ONLY REQUIRED 210 11 2" S REINFORCING STEEU SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A I SIMPSON ,E�,DOXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING r F�IELD ALTERAT110N STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. r I i 1� . � � '" ' -�0 . 4- -) . WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, � , 1 6L'-1 6i'd T6' STO 6/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 I CONTRACTOR SHALL CONTACT LOU WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 1 11496.3 FOR SPLICING - - 0 PONTIGO Et ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED . . OPTIONS -.1, -11, . -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD D THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND "ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 � 10-10d _--j-1-3872.5, , 11-t X" THREADED ROD Ito jh"i BOUNDARY OF SEEGENERAL NOTES. MODIFICATIONS WHICH MAY VARY ; MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT -O. SHEATHING / FROM THE INTENT OF THE ORIGINAL I ARCHITECTURAL, MECHANICAL OR ELECTRICAL,SYSTEM. I CS16 1705 11705 13-8d t 10552.1 SHEATHING ..I r-- EPDXIED 4*w/3X3xO.229" PT. SYP#2-/ k-1' I . . . . . . .. . . . . . . . . . . . . . .. CONSTRUCTION DOCUMENTS.ANY -.___. .m� -.1 Z_- MA .- - - . .. FIELD ALTERNATIONS MADE PRIOR TO I I I I TO BE SILL PLATE X MIN. EXAMPLE OF PANEL ! .1 CONTINUOUS FOR SPACING EDGE w/ BLOCKING . . .. . . BEING APPROVED BY LOU PONTIGO ri - GENED A L NOTES a CONSTRUCTION SPECIFICATIONS - OLE PLATE BREAK ASSOCIATES MAY RESULT IN I NJ-,% I I . TO UPPER I -INTERIOR BEARING S .. . , � I . � . WHERE REQUIRED BY_N�,�* . . . . ADDITIONAL ENGINEERING OR I , :, � I . � 1, i TOP. PLATE, � I . R TITEN HD GENERAL NOTES. . .. INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS I � 1, . ;1 . I � I- FOR STUD SIZE . . .. . . . . I- I 11 , L I . AND O.C. SPACING. QEIQti . .. 1 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD .. I .e �q 1 " . . . . .. . . . . . . . � I I : - � 'm .. . . . . . . . . : p . �, ,� . I .. WALL SHEA ING TO . . . .... . . . �, . I 11 I SOLE PLATE ANCHOR NAIL SPACING AT . ROOF SHEATHING SPECIFICATION& I I � � � ., I. . SOLEPLATE .. . �. I I I � t I 11, . � I I aWNQLE- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS'O 0�'-0.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.0 I, WITHIN.4'-O" OF ROOF EDGE). : � ,� � RAISE )6" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, . . . . , I :, I � ,SEE DIET ILS � SEE DETAILS ANCHOR GENERAL NOTES . I . ,; �: � � , � t8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE .. � I . 6� O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. �-On Or AODF EDGE). : � � . I 1 2" . . . . . z I . � TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE I.lk� *� WITHIN 4" . I . .� I ON S1.01 --- ON S1.01 __*'11 TITEN HD 42" 24" 3x3xO.229" 4" . . � A . � / _.Z___ -_.�- - -1 w/8d 0 3" 0.C. EXAMPLE OF UNSUPPORTED * . .. . . . � ; 11 -- - - ---I r I r- , I . I �, i � F . . k 11 '11 I � EPDXY I 42" 1 2" '' .. . METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WITHIN:4',�* 0" OF R I OOF EDGE). t . :6 I I I � I . -....I- I - - 24" 1 3x3xO.229" 4" 1 (UNBLOCKED) PANEL EDGE-, � . I . .I �*. . . . ..:A..,.I .. ..,I.." i, � I ..- . . , I . . - N/A N/A N/A . - . � I !� , ". . .. . ., V . I . . . I 1 . MAS 1 42 1 11� - U 0 I . I I I . : I .1 . %�, __.- , , 7-� 24" 1 'i I I I . I . , I , �.. . I . I I .1 . ' � , . . I . . . .. . - . . . .: I I I I I., I I . I I . ; . I ..7 :. _ . A� .A, I .1 - WALL SHEATHING SPFCIFICA,nONS* I I 1�1, �I 1. �,�1� i , , � 1:�,,,'I.,- , . . .. . �... 1. � 0 1_. " : , " . .. ' � - I � ; I . W I ; . . , I f,d I NOTES: - . . . I I .11 I A . .- - , I l� �. ., I I . I �. WA - ,4.. 1. ,, . .. � . FLEXIBLE FINISH-MIN. 7/16*, 24/16, APA RATED OSB OR PLYWOOD STRUCTURA SHEATHING, FASTENED w/ 8d 9,6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM 407,04 ,LATE TO UPPE I .� I . .d"i.. -','�-: I . 1, I L-L , � f, � P . I I I I . I FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I il � . I � 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE < V) . � ' " . . , 1 . . I. I I L----- --i REAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-,*". - STUCCO FINISH-MIN. 7/10", 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 PER TOP PLATE. I I . - ROOF Uj � ., c 1: I (LION) TRUSSES, OR - I � I I I V � ;-, .. - 3 : MASONRY SPECIFICATIIONSw 1 ; I I I : 1 I I I I ! : 11,SIN , "_ " ; MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION _F FLOOR JOISTS. � T "'�� aE 'ST Ry MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH AC15S6.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM OF 28 )AY COMPRESSIVE STRENGTH OF I ,, . r) I � . . I il, 1i 1% , ; -, I - . I , li I � I : ;� 1 ; 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3`*X3"X'/.'$ W/ V/2"o ROUND p 0 ' . ,' - "$ .! I I I . 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN,8" TO 1 1 �.,SLUMP. 'MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE1,N #ACJIRT,Alk��,14*,Yj6E U Ed jq IBRICK VENEER. . I t CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. - I � . . I .1 I . '� . I STEEL WASHER MAY BE USED. I , ' - � _ '�% - � � 1. � -1 -, r3 44*N r4"*'\ I , , I SOLE PLATE ANCHOR DETAILaSCHEDULE ROOF AND FLOOR SHEATHING NAILING .................1 I- ,��,, I , I /0017� TYP. WA-L SECTIONS , � - 11 I I , I - 11 . . I � I r_.� , I � � . . I CONCRETE MASONRY UNITS (CMU),_ I , :� . SCALE: 3/4" - l'-O* " ' , _ .0 _. CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAjj�' _IGHTI WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL dEL LS CONTAINING VERTICAL` � I \l� , ;I 'I.- � .. ��O = V-0" W I � . � . . I t . REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF CQ-IRM,.111111111C MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-O'. . I � . 1 4 � � .. �, I J4 - U *_-,. �I I I �"', I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I . '.�,-I.�,�..".-.1 � I . I 11 I I 1 14 . I W - '. 1� 11�.�- I,I� �'I—- ,� !�I I I 11 I . I . � I 1 401 \ . P11, I .- I � I'll �� -1 , E 'S' MORTAR. WALL COURSING SHALL BE RUNNING BOND , STACK BOND SHALL NOT ,BE , .I ., I I- I , MASONRY 53UWALLS.- ALL CONCRETE MASONRY,UNITS SHALL-13E I I OE, E GRADE N-1 HOLLOW CONCR TE MASONRY UNITS NTH TYPE . I z � , I"- I USED. GROUT ALL CELLS CONTAINING VERTICAL -PtINFOPCEMENT'im I �� I PEA ROCK CONCRETE GROUT. SPLICES 0 RtINFORCING, WHERE PERMITTED, SHALL BE 48 13AR DIAMETERS. ALL EXTERIOR: I.. : I ;41 .- ., J .� - - 1 1/2* 1 1/2" . - . I .WALLS SHALL BE REINFORCED FULL HEIGHT f . I z� I I 11 I I I I IIIIIIIIIIIIIIIINIIIII WITH - #4 0 4�-O- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTII4UITY'OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALUNG CORNER BARS, MINIMUM OF 40 BAR , � .- . I __ (3) ROW OF I Od_r� 1 -- F . . I �_, DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL kEINF. SHAL_ !BE INCREASED AS NOTED ON i � , 0 7 NAILS 0 Irl,0.6 ,_,�,0 < � " . I I 11 2 PLY . ,�n . I . 11 I : I ED . 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 . I �', �1. . �_,,��-, . .. I .. STAGGERED 0 n _' , I �I .I It I .. �_ " I . I- � 1 - . a, SIMPSON;, '..�,� I : - I I BEAM. - , �� 2x4 BLOCKING � .. . T �.I� j-7 � ' ' .. I ' - 0 . � . ____ CLAY MASONRY (BRICKL . I , ,� I SDWC1 5600 N- ,1. , ; A'; 3 PLY BEAM. . " . 11 . I A 024" O.C. FASTEN , I .. I . I I - I -1 1� I .. .� , A. I 0 BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. � . I . . "i .. 4 , SEE ROOFI,1�-1 : - 11 2x4 MEMBERS: * . I I '. __ __ I . � � �11A . ,". �� . I t I FRAMING I-- I�� * a 0 W .. I L I - 1.-1 � ,, : S .1 . 1 I F .m I � ,.�,4 11 (1) ROW OF 1 Od TOENAIL , CONCRETE SPECIFICATION& 11 � I P. .; . �clt*.... --,:,.., 11 . _ EXTEND SHEATHING VERT. (4) ROWS 12d 6 NAILS 0 4" O.C. 0 . . I 1. I I ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF�300P P4 a-_XT 28- DAYS � , ; ,I 1,� DETAILS TO TOP OF TRUSS AS SHOWN. - - V) I : .� �j � AT 12" O.C. 0 0 & I I � � STRENGTH OF 3000 PSI. I -, � �-1 I I I- � PROVIDE 2x4 BLOCKING � � f 1_4_2 I %_1 %_� " � _�, ;` ' L I I ;. , . -:I 1 ;1 1� - � "t I AT HORIZONTAL JOINTS. - " (2) ROW OF 1 Od STUD BELOW --) I I T I I - EA. SIDE. 2x6 MEMBERS F� 11. I �� . . - ,.. _L:.,�__L - GENERAL NOTES* ,11 ,',I .1 11 �� . . I ., I I 11 . 11 .ROOF SHEATHING, SEE (3) ROWS 12d_/ ,�, -, __L�� LOWER TOP- 4-10d , � . I T'� �":." . . . j � I I SPECIFICATIONS BELOW. - - NAILS 0 4" O.C. 11 I I FOOTING AND FOUNDAIQUSL � . � I I � .''I I�.;:s,,��.,.-� �I 1 7 . I I I . JIFFL �i 11'=D� AT 12" O.C. STAGGERED I OVER LAP DOUBLE 11\_COMMONS I . . I I EA. SIDE. : ' . PRE-ENGINEERED WOOD I OP PLATES < 0 1 1 A11ONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DE'SIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY'SUIfA8LE .2x SPF BLOC*'' G ROOF TRUSSES. ORTHOGONAL MEW WALL INTERSECTION ' SUBSURFACE CONDITIONS. IF THE FOOTING ELEVA11ONS 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 I RIPPED TO IFIT- I 2A POST COND111ONS . � SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 111. . I 1. �I .1 "I' .' '. . I I I .1 :, .'' � WITH GAP SH. OWN a I 0 (\] Uj . , I I . . . ; � t,, .. �� 1 .4 . I I I I .1 I I FOUNDATION PLAN ONLY 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 i : . C 11 -,I I I 11 � - (3)ROWS OF 5- (3)ROWS OF 63/4" . 0 f I I . f FOUNDATION PLAN SHOWN ON S11.0. � I . DO NOT DETERMINE FOOTING LO TI _`OR LOCATION IS NOT � .. � I . I- _,*,_� * -I I CATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOO. NG SIZE I I 11 ,j, SIMPSON � pr- It TRUSSLOK TRUSSLOK z I . , I - DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) - A - �, � I I SDWC1 5600 E . - A I.- 0 ; ; � I .1 �I : : - ENGINEERED WOOD ENGINEERED WOOD , � .: ' ' .. SEE ROOF 144z FASTENERS 0 24"o.c FASTENERS 0 24"o.c I . - 6 - V� UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN F01 " LL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0'48--O.C. OR ROD CHAIRS.� FRAMING : AS SHOWN AS SHOWN ? 00 PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REIN'VORCING .%HERE, PERMITTED, SHALL BE 48 PLAN FOR �rr- � SIMPSO 0� CORNER WALL INTERSECTION �..I 9 , BAR DIAMETERS . � . I �. I I � I I . 1 I SDWC15600 It I . I I . - DETAILS SHEATHING MAY I CONDITIONS i � I CONDITIONS 11 . � . �: I", - .1 .- SEE ROOF I I I . � I � TER INATE AT SIMPSON-/ [� 2 CONCRETE SLABS ON GRADE* . I . I . .I I - -11. IMPSON -/ FRAMING 3-PLY 4-PLY NOTES: . I 11 S TOP OF DBL. SDWC15600 . SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALW;OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR 0RE% NTION OF SUBTERRANEAN ' I SDWC1 5600 SEE NOTE 1 P 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TERMITES. SAWCUTS* FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 H ACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR �A,1�7RNATNE METHODS. I ,SEE� NOTE 1 1 DETAILS 14m ILVIL AND GREATER i 2. - DENOTES 3*xO.131" GUN NAILS 0 6" O.C. VER11CAL 0 11 �. 1"..� . . . 1. -.1 1 1 -1 � . . I 0 I.., � � . - 3. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE � a r:�� , " TYPICAL CONNECTION - I ,. : 1 " : I 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED WOOD FRAMING SPECIFICATION& i ;, 7 ! �, 5" ,� HEEL < V-0m NOTES: � . I 1. TYP. CONNECTION AT STUD COLUMNS, TION WHERE MULTIPLE 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 CONTACT MTH MASONRY, CONCRETE OR . 1. . 5. CONTRACTOR MAY CHOOSE EITHER OP 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 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 MEN STUD IS DIRECTLY BELOW TRUSS m � 2. H2.5T I MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGIINEERED WOOD TRUSSES., . D PACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND ;; SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA. TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING� IS INSTALLED AT ALL 'M.USSES AS t-__5� ROOF TRUSS CONNECTION '*N\ 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 TEMPORARY BRACING PER 'COMMENTARY AND r6 BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS 1 7 1 1 RECOMMENDATION FOR HANDUNG, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91-- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. NHEN USING (2) STRAPS ON . i I � . - III, I . ; I . SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ! I . . I � I . ��-O � I � . � I .. \Z.9l' I . I . KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN p I ROOF COVERING SPECIFICATION& .1 - .1 I I I I - I.,- I -_ :i!p,� I I I I . , I ! I � �.. SDWC SCREW I TE NING: ; BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY � I .� I NOT REQUIRED AT GABLE � I - I'� I . � . " .1%.k SEE DETAIL AT RIGHT. NOT REQUIRED .e_. TOP PLATE TO HEADER FASTENING: . . , AND 11LE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED I : I : ENDS OR OPENINGS LESS FOR GABLE ENDS. ,�� SEE DETAIL AT RIGHT. NOT REQUIRED CRTERA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN; AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. I "f - , I..S ",, , ; . .� ' 'I I . I THAN 41-6" ,�- I- I � KING STUD, To T6P PLATE: , I FOR GABLE ENDS. , ! I., . � I I -_ iA SDWC'15600 SCREW � 2 . I 1. WATERPROOFINGo , :, I I - -_11 �- I ii ,� : i � 11 ��. � TENING: I AND I . 1. � � I - j � I . I NOT REQUIRED AT GABLE- 11" ///1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. . . SEE DETAIL AT RIGHT. NOT REQUIRED 0 1 1 t I 11 - . I I I ENDS OR OPENINGS LESS FOR GABLE ENDS. I I I- 0 1 - - -====:I= I I I - OT 11 , . - _ I I � I 11 I . ... � I I :!)!�THAN 4l--67�! 'I, , I 0 1 � I ENERAL ,r . ' ..- * d. 1 . '. . .�, �\� K In (:::) I PLATE I - - /LINTEL SCHD PLAN LEGEND ND ',AB ' - � -1 TO HEADER: WOOD FASTENING SCHEDULE BRICK N S , A�` 3REVIATIONS KING & JACK I I I,STUDS SEE PL - I i I I �" KING & JACK - A I �L SDWC SCREW 0- I : 4 CONNECTION- �� IAN- I I I 24* O.C. NOTES TYPE FASTENER LINTEL DIMENSION MIN. MG. MAX. SPAN INTERIOR LOAD BEARING WALL EUILT-UP POST IN THE WALL -V_ 11 .1 I . 1. �! " 1, � . I % 11 - -1 , I .. 1. .. 1. . I X I . 1 .�, - I X.. H) (2)12d TOE HEAD QfL SILL I a , L+i DO NOT SCALE DIMENSIONS FROM 11. I 1 � .. . . TO FACE NAIL 2-GUN NAILS 0 12" STAG. L31/2 x31/2 x1/4 - I . . . 4" 6 0-60 GABLE X-BRACE, SEE DETAIL 10150.1 I . � NAILS E.E. -$L \ -JI HEAi QR SILL THESE DRAWINGS.IF A DIMENSION IS TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS � :�� . � .� L I .-_(MIN) SCHEDULE 11 I I PIIATES SEE� -A 2X6 WALL A UNCLEAR REFER TO THE L 4 0 1/2"x'/4 600 8#-Opp 1-16-1/? �EADER SIZE, JACK AND KING STUD I. ____ CHEDULE HITECTURAL DRAWINGS OR ' DBL TOP PLATE TO STUD FACE NAIL (2 1 1 1 THE 1. 11� I ZNNTY. . . I— ROUGH OPN'G, SEE ARCH CONTACT THE E.O.R. j HIDDEN LINE DESIGNATES SIDE OF _ N : �, �, HEAD f -16d) 3-GUN NAILS L5x31/2"x'/4 1 6* 10'-O" --------- . I - I I Q& SILL\ _J� KING STUD TO FRAMING BELOW- t A RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- 1,; I 4, . In WALL THE SHEARWALL SHEATHING..,, 11' '. t , CS18 STRAP w/6-10dxlh* � ROUGHJOPN'G, SEE ARCH - 1_601/2%1/4 1. .1 6 12'-Om SW TO BE APPLIED. 8d 0 3/6 � I � � 7 � ,7! _ ; I �I I � I !, � . SCHEDULE NAILS EACH END. STRAP - - - , PLAN NAME I 1, I , I - NAILING: , , I; . - I. � CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS , DESIGNATES 8d COMMONS 0 3"'. �,� 11� �T . I � I I KING STUD TO BOMM PLATE L 7 x 31/2"XV4 6" 16'-On -I 8dO3"/6* i CONNECTON:i IMPSON ATTACHMENT CAN BE INTERIOR OR .1 I ANASTASIA - COASTAL 1; I I , O.C. EDGE & 6- D.C. -IN THE ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. '. I— - �� , - - , CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" SDWC1 5600 SCREW'. OMIT IF STRAP NOT REQUIRED AT THE-\ 11 DESIGN/DRAWN/CHECKED SHEARWALL �HOLD..DOWN IS--� FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION - I - 1�I I : I - I BRICK SPECIFIED. NOT REQUIRED AT' - .- - � . CS / KM /LAP . . _.- '.-L I 1� ' � LESS ____ 11 . 24" O.C. DATE . , WA�I_S I .1 � I . , I � WEATHER MONO - Monolithic � ", . THAN 3'-6" _� � I I _T 2X4 WALL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED ' .1 � VENEER LG - LC ng JACK TRUSSES LESS . I I . I i� 1 JOIST/TRUSS TO PLATE TOE NAIL PAINT. MANUF - Manufacture THAN 8' OR OPENINGS I I I 1� RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 2. LINTEL MORE THAN 8'-O". SH,OU I LD - . BARRIER BRG - BEARING ' -1 . 1 OC' -�`O i Cen ter I � I I ____ -1 � � HEADER FASTENING SEC-00N 1 08.18.16 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO NRY UNIT OSB - kiented Strand Board I :: ; SCALE I DBIL - DOUBLE PERP - Perpendicular ; .1 . - A t I I .m I I p . I ,- - , ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. DIA - DIAMETER PRE ENG - Pre Engineered �... . .. - .. . '. � � KING STUD TO FRAMING BELOW- AS NOTED 1".,�...,t. . - .. . 4 , . I , �.. . . _. .. , : A,'.. *J' , - - ; LINTEL . * I . . SCREWS INTO HEADER PROVIDE A '/2* PSF - Pounds per Square Foot �:'' I. . I I.*. 4* - .. , , 4� i,..I -__% / I I I I 11 CS18 STRAP W/6-10DXlN' LPA No. .1 . . -,4�I 4 . 6 . - . . . - . CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. 0 EDGE - VERTICAL SLOTTED HOLE FOR SCREW. � ,, .q ... ..;.,�.A . .. � ,a- I I.. - .,i - --,- 'T - `*N� NAILS ", P � PSI - P quare Inch _ . � . . ,I . . A ._ "A !. EACH END. STRAP ATTACHMENT C tk .. . , I - I I r . . :�,., I I I I � . 11 INTERIOR OR EXTERIOR SIDE OF WALL. i�,W'Idln -__I . QT - Qt idk Tie SOLE P '**N�STRAP NOT REQUIRED AT THE FOLLOWING. ,_ TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: , SEE NOTE 2 EOR - ENGINEER OF RECORD, �� PT - PRESSURE TREATED 11 . ! � i ! STUD OR 2X10 11 11 . 1, V 0-P TOLL-16-00614 TOE NAIL (3-16d) 4-GUN NAILS I . 1 / L STRAPPING NOT REQUIRED I BLOCKING FASTEN- CONTROL No. HORIZONTAL TIES 0 24" O.C.. VERT. A EXT - EXTERIOR REINF - Reinforce LOCATED 'WITHIN 60 OF/ AT LOWER LEVEL HEADERS__/z - - " w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/IBLOCKING FACE NAIL (16d 0 16") GUN NAIL 0 8- TIES 0 12" O.C.. (FOR 11Omph , HEADER, LFLASHING FBC - FLORIDA BUILDING CODE SF - Sc uare Foot STUD PACK. OMIT IF SHEARWALL' I I *- . . ---- I WIND-ZONE VERT. TIES 0 16". O.'C.). I.. �; , MULTISTORY I - r I SPF ;Spru6e Pine Fur . I , I NAIL SPECIFICATIONS . SEE PLAN -BRICK LINTEL, FT - FOOT . I ' ' SYP -'.Southern Yellow Pine I HOL�D DOWN IS 'SPECIFIE I D SINGLE STORY MULTISTORY THAN 8: 'PMEMOVOR CODE COMPUANCE S'H E ET AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE ! I. . D WIND �'11� THAN 3- 3*xO.131"0 = GUN NAILS 2*4.11113"O = RINK SHANK 12" OF OPENINGS. PRO\ADE3/,.*O WEEP FTG - FOOTING THRU - Through . f . (UNSTACKED W1 CITY OF ATLANTIC BEACH 2"xO.113*0 = 6d 21/�%O.131"O = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW TYP - Typical tl� TYPICAL HEADER STRAPPING I . � I . I � HORIZ - HORIZONTAL LION 7,-, Unless Otherwise ,Noted, ,, �11 . SEE PERUffa Pon AnnMONAL � 3*xO.148"0 = 10d 31/2"xO.162"O = 16d FLASHING. I I :; ,I Soso I .1 OF BRICK LINTEL � 1. I�VERT - Vertical ,�! 11 I . ,� ft ��;!, rulffl"1509 . , . . I ,�.I AND COMMINS , , * , , - - � """""""""""""""""""` � 7 F7MIN I \\\ A ri iLmm rL�AR C1 TRAt L ADER � Z S�/D op_n� NS U ID SEE I Tf I $1, . I 171 I- __��* � 2-WLA � C'. IJT 4.... - .. N .41 r ... -.;,. . 4 � , � , j . 4 :I; RL- -, __jI tc , ; 4 W j I I I I IK I . --. . - - - F Ir . . - 7 1 -4 '" %-44* "I , ' ' .. - . I \ - -, I -, , 11 _ _1 Lf , I L__._1 ..- - � � �, �1 _ - ,�,I, \,, 11/,"x0.148-0 = 10dx11/2- 11/2"xO.131"0 = B&III/2" WWF - 1� \��-O , -.-I i I I elded Wire Fabric I 11 7 ; ---I I I I ; � � ,I- - - .1 S � I � O/ . I I I --- I olb- I , I � -I, - -f . . I � 11 . . ____ I . . 1 11 � � 1 : . , . I ; . I I . 4 1 . 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. WALL SHEATHING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. N ATTACH AT EACH WALL STUD W/ 3-16 ___T_NAILS AT EA. FRAMING INTERSECTION. 6" (MIN. OF 6-16d BETWEEN EACH TRUSS) MAX DBL. TOP NOTCH HEADER BLOCKING ONLY REQUIRED 11 1 1 L PLATE BELOW TOP PLATE AT SHEARWALLS AND STUCCO FINISH Lou Pontigo and 5-8d COM )RCH SHEATHING, HEADER -E SPECIFICATIONS EACH SIDE 1 01 PORCH Associates, Inc. 16d COMMONS OF SPUCE 16d COMMONS 'LOW Eta 0 01 2x4 SYP#2 HORIZ. BRACING 0 HEADER, 8-GUN NAILS-- 0 8" O.C. SHEATHING SPLICE 0 8" O.C. 00 PERPENDICULAR TRUSS 420 Osceola Avenue HEADER & SUPPORT SEE PLAN. 24" O.C. BETWEEN OUTER WALL- & FIRST INTERIOR TRUSS. NAIL PORCH PARALLEL FULL HEIGHT DETAIL B Jax. Beach, Florida 32250 PORCH POST, PER PLAN. 2)MSTA24 CONT. RIBBON TO WALL t 1\�__(. ANCHOR OR DTT2Z CONT. RIBBON 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR I STRAPS BOARD (TYP) BOARD (TYP) 3" O.C. HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557 EACH SIDE (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579 FLOOR F TO PORCH HEADER. WALL FLOOR FLOOR I-= 0P110N A --------- OF SPLICE TRUSS TRUSSES TRUSSES 24" GUAGE STRAP w11 1- POS 4x4 POST.ABU44 OR JOIS OR JOIST. 2x4 SYP#2 T 24" 16 GUAGE STUD WALL FRAMING SHEATHING SPLICE I -ABU66 AAAAAA-... BELOW 6x6 POST. DIAGONAL 10dxlY2" EA. END STRAP w/11 /-w/ 2x SOLID BLOCKING FASTEN EA. 1 Odxl)�' EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE DOUBLE TOP PLATE 8d COMMON WIRE NAILS END w/- PORCH. CONTINUOUS OVER- PLATE w/5-10d NAILS OSB or PLYWOOD �;xe� 3-10d COMMONS IM INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. RIM BOARD V 4 P! PORCH�HEADER, SLAB 68* HEADER NAILS INTO BEAM. SPACE "? I AN 1 SEE PLAN SHORTER THAN ITSTIS MAX 0 48" O.C. OMIT IF WALL EILING FLOOR SYSTEM. ALIGN C m 3TRAPS SHEATHING IS INSTALLED WALL FRAMING-/ i WALL FRA',vill'ibi VERTICAL JOINTS WITH LINE WALL FRAMING TA24 ROD ROOF TRUSS No. 4 1 1-4 STRAPS EPDXIED 6" MIN ON FACE OF BEAM WALL SHEATHING OR JOIST SHEATHING SPLICE JOINTS INSTALL FLOOR TO I AKI %ACW FOR PERPENDICULAR FLOOR STRAPPING PER PLAN MEW OF ELEVATION MEW OF BLOCKING ONLY REQUIRED 5-8d COM oo 11 TRUSS CONNECTION S E F PORCH HEADER PORCH HEADER 8-GUN o o OPTION 1 OR 21t.�-' SEE DETAIL B ABO AT SHEARWALLS AN EACH SIDE NAILS CONTINUOUS 2x16 SYP 2 D %X 0 STUCCO FINISH OF SPLICE AT POST AT POST FULL HEIGHT I LEDGER FASTEN WITAJ Wool OPTION 1 .3 TION 2:,.� ANCHORORDT 5-0.13lx3" EA. STUD. 00 APA CS&.4 ;Df%Aor% op-noN T2Z -4- OVER LAP SHEATHING FLOOR TRU S PARALLEL' , SPECIFICATION& HOLD DOWN AT MIN. (2)2x4 WOOD I/ "2 G YPSOM (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 OPTION B TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OP11ON 1 2 OR 3. % (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 FL PE#71461 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS '-�TYPICAL PORCH BEAM CONNECTION TYPIC%AL PORCH FRAMING DETAILS 3 VMEN 4 WALL ADJ. TO ROOF CONNECTION wl SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF DATE I\AZO, N WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REAC11ON EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS -4 TRUSS.-\- BOT. CHORD w/ 0.131x3* 0 3" O.C. :A) 2-SIMPSON H2.5T.-\- El RELD ALTERAMO:N::� 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROO -----------t ----------t O.C. FASTENED TO TOP-- . _\ SDWC 15600 ,----ROOF TRUSS. TRUSS. CONTRACTOR SHALL CONTACT LOU I PONTIGO 8 ASSOCIATES PRIOR TO SHEATHING FASTENED TO PLATE w/ 4-0.1310" 1/4 0 32" O.C. ANY STRUCTURAL FIELD COMMON. MAX. TOP PLATE w/ 1 Od 0 3" 0.C. SCREWS IV I ol MODIFICATIONS WHICH MAY VARY r T FROM THE INTENT OF THE ORK31NAL 16* MAX. SHEARWALL, 0 CONSTRUCTION DOCUMENTS.ANY 2x SYP#2 CONT. ATTACH OSB WALL FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH EN SHEATHING BEING APPROVED BY LOU PONTIGO TO TOP PLATE AND TRUSS j ASSOCIATES MAY RESULT IN D w/ V Loc. Qj 3-0.1310" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERJNG OR 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES. SHEARWALL OR_/ SHEARWALLAI 4- -4- EXTERIOR WALL %Aj QArA-01 --- 6 SW 8d ROUGH OPENING, SEE ROUGH OPENING, SEE ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G F�RFQRATEQ SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO I TRUSS UPLIFT TABLE AT LEFT POST BELOW WITH 2-CS16 -CS16 TO Lom STUDS UPPER TOLOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 7, ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/ ROOF FLOOR DECK-\ 10d 04"O.C. SW;8dO3 (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS IDSB DI,6PHRAGM. FASTEN -I- I I - - FLOOR ANCHORS ARE NOT USED TRUSS.N TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS -29 TRUSS. (B)-- EM STUDS TO FOUNDATION (0)- ENID STUDS TO FOUNDATION 0 3" O.C, FASTEN TO TOP-- LEDGER FASTENED '9W 8dO3 : HTT5 OR HDU5 _9W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNEC11ON PLATE w/ (2) ROWS Ym- OSB TRUSS WEBS WITH r6 OF 8d 0 3" O.C. BLOCKING SIXF PILATE ANCHORS SOLE PLATE ANCHORS CONNECTION CONNECTI "TDbLE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNECTOR w/3-0.13lx3" UPLIFT CONNECTOR HEARWALL NOTES: TEE �61H TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT PANNEL OR COMMON. 1. AT ROOF TRUSS, 2x4 SP T T r5m I SYP#2 2x4 NAILER FASTENED ALL AROUND F MING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A FASTEN CHOOSE A,B,C,D, OR G. 1. PROVIDE 3(6* OSB SHEA(HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN TO TRUSS BOT. CHORD w/ CATS EACH END w/ 2x4 SYP#2 CATS At 12.' B SEE PLAN PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3" 0 3* O.C. INTERIOR 3-0.131!xY NAILS 0 6" O.C. \\-D.C. FASTENED TO TOP USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS SHEAR PLATE w/ 4-0.1,31x3l' kT EXTERIOR WALLS 2. PROVIDE A MINMUMN 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D WALL. 4 ti , FULL HGT THREADED ROD SEE PLAN Sw- SHEARWALL OR COMMON. NDING BETWEEN ROOF 'END.PO§TS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)l 'RUSSES. 5,16d NALS EXTERIOR WALL (TYP19A-L) FASTEN ALL INTERIOR TO ROOFORFLOOR TRUSSES PER 5/S0.1 ALTERNATE Q ALTERNATE E ALTERNATE F 1. USE ALTERNATE & F FOR FLOOR 4. INSTALL INTERIOR FOOT BELOW SHEARWALL PER DETAILS ON S1.0 ATTACHMENT SHEARWALL ATTACHMENT AT r6 TYPICAL S EARWALL ELEVATION DER TIE DOWN z VIIIHEN 7 HEA PROMDE SbLJID BLobKING WITHIN FLOOR SYSTEM AT SW END POSTS. SO-1 THIS DETAIL ONLY APPLIES YHEN NOTED ON PLAN 0 T, Nip$ LU "'lor MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICA11ONS. 8d COMMON NAILS 4-12d - ROOF L L 2x4 SYP#2 OUTILOOKERS SINGLE aRA(SNO NOTIM AND WECMATIONS AT 3" O.C.(TYP) i NAILS 0 24" 0.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT Ln TRUSS 2x4 BLOCKING. FAST FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-lDd H3 9R H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAI-S OUTILOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER w/ 4-12d NAILS AT EACH RAFTER. K ALLINTERSECT OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS. PER DELEGATED TRUSS ENGINEER. 2X6 0 3.)PERMANENT PERMANENT BRACING ROOF TRUSS-/ ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED WIAERE NOTED ON TRUSS MFR. SHOP z SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER BRACE FRONT SIDE OF WEBS DRAWINGS. THE CONTRACTOR SHALL NAILS FROM RAFTER TO LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS WALL SHEATHING UP PROVIDE 1x4 SYP#3 OR BETTER 00 SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY T-BRACE FASTENED TO BOTTOM CHORD BRACING BLOCKING MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0*. WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER ALT TO BOTH H3 ABOVE T-BRACE TO BE THE LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL ROOF MEMBER. PRODIDE MTS12 QR CS16 DIRECTLY .0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE T END WALLS PROVIDE DIAGONALS R CTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE & NAILING A 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"`OxV SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 161 (APPROXIMATELY 457.) TO THE 0 0 LOCATION. IE MORE THAN (1) LATERAL-// ADJACE 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4*0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE 1*1 NT EXTERIOR PERPENDICULAR 1251-1540 200 w/ 10-0.13lx3' BLOCK TO DBIL TOP AS SHOWN. WALL BETWEEN EACH LINE OF BRACING 1540-1850 2x12 w/ 12-0.13lx3m F PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO IIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 1 0.1310 o' TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO TION, jr - I ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCA FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d;" X-BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48* O.C. Q& DBIL TOP PILT LINE OF BOTTOM CHORD BRACING AT A COMM NS I CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 0 36" O.C. OMIT IF TYPICAL 8 SHEATHING OVERLAPS GABLE 12* MIN DECKLEDGER AT OVERFRAME RAFTERS GABLE END BRACING LEDGER CONNECTION EN^9 /*10 PERMANENT TRUSS BRACING `4 SOA TRUSS TO LEDGER CONNECTION BY TRUSS k-1,1 .,USE THISVETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6m MAX. kSO.1,1 SCALE: 3/4" V-0" FRAMING ENGINEER. NOT SHOWN FOR CLARITY 2. ALL'IMATERIAL TO BE SYP#2 MIN PLY STUD MIN 2 PLY STUD IN U OF 2 ST S IN LIEU OF 2 STUDS D ITS CEPTABLE ITS ACCEPTABLE DETAILS GIRDER TRUSS FULL HEIGHT TO TER A TO SISTER A OR BEAM GIRDER TRUSS WASHER PLAN X1 MIN 2 PLY 36" ONG STUD 36" LONG STUD OR BEAM 0 ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/1 2- FASTEN w/12- @ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 71/ r 0.13-lx3" GUN 0.131x3* GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FULL HIT. FASTEN w/1 8-1 Od FOLD OVER TOP PLATE SIMPSON HTT5 OR SYSTEM SHALL CON NAILS (2)MTS1 2 SOLE DOUBLE� SIST OF %*0 A307 THREADED FASTEN w/1 8-1 Od HDU5. FASTEN (2)MTS12 UPLIFT PLATE FULL HT. TOP-P TE, ANCHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0. ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE T - CONNECTOR j - i A I I SIMPSON DTT2Z DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE DO NOT SCALE DIMENSIONS FROM SEE PLAN PLATE TOP PLATE, PROVIDE A 2*x 2"x )V STEEL WASHER. /-W/8- Y47X1X" THESE DRAWINGS.IF A DIMENSION IS WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SIDS SCREWS UNCLEAR REFER TO THE OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) o. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD T \-(2)H2.5T CONTACT THE E.O.R. ROD .100i FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, STUD� )�--JHIREADED RO WITHIN 6" OF MINIMUM MINIMUM -THREADED ROD L__ PROVIDE A HOLE IN THE PLATE go LARGER THAN THE 4 ELEVATION AT 2ND STORY THREADED AT 2ND STORY PLAN NAME __I�g TITEN HID STU _\ ------ 2 PLY EPOWED 4" MIN GIRDER (SEE PLAN) SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE TURN D ROD EPDXIED x6o TITEN HD 2 PLY-\ SIA - COASTAL SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUDS PROVIDE STUD STUDS PROVIDE STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN THREADED ROD -.Or- 2 CS18 STRAPS WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 4" MIN OR ATBASE OF STUDS (OPTIONAL, LOCATE 0_1 FULL HT. ,.--EPDXIED DESIGN/DRAWN/CHECKED ---- -- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS J ol ANCHOR SIMPSON TITEN HD ROD COUPLER I(FLOOR TO FLO2!�)jj hx6 TITEN HID r [(FLOOR TO FLOOR) AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%N6�14-) MINIMUM .,.CS / KM /LAP AT SILL PLATE AT TOP PLATE VER71CAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOM AND WALL FRAMING. /-2 PLY HOLD DOWN SEE PLAN DATE 7HE Kff AOM THE UPPENM KAIE SH&L K STUD SIMPSON DTT2Z ROD = DTT2Z 08.18.16 SMURED OWR THE WASHER TO A SNUO-TIGHT FULL HEIGHT ANCHOR INSTALLATION CHART /8- Y4"Xl X* HTT5 ROD HTT5 FLOOR COND1111011 FWS ONE-1111" TM OF A STAWAM SCALE SIDS SCREWS BUILT-UP POST, BUILT-UP POST, FRAMING IIIIIIIIIIIIINCH (APPROXIMAIILY 30 FT.-Lft OF TORQUEJ THREADED OW TO SHRMIKAGE AND 0-1-am OF BULDING SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT OON L400ft SH&L RE-TWT0 Wff TO 30 rw ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE SPEC. IFT.-LOL OF MROW AFT8t ALL IRA= ARE RAL. THREADED ROD FOUNDATION, HOLE HOLE DEPTH DISTANCE LPA No. 0011041TE AND PRIOR 70 NSULAlXK 2x2x SEE PLAN PER PLAN. 3/8 V2*0 V2"0 471 . 2" 3 TOLL-16-00614 EMBEDMENT 2jr 3 EPDXY ANCHORING: ALL THREADED RODS SHALL BE -Y4 0 3/4"0 72013 5/8 .3x.3x'/. 7.5" 12 HTT5 or HIDU5 QTT2Z Ll CONTROL No. DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OP MONO. STEM MONO S CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS FULL HEIGHT TR NVE1611tttAIP FULL HEIGHT ANCHOR FULL HEIGHT ROD ROD co WALL SECTION THREADED ROD INSTALLATION �QHART SHEET FULL HEIGHT ROD ALTERNATE jej�5 H "Ile 6 ol OD Jim Cj�-� U" SEE AMD Ll FULL HEIGHT THREADED ROD IL /Ool 2 FULLHEIGHT WOOD FRAME WALL ANCHORING SYSTEM TTACHMENT,, OLD DOWN ATTACHMENT D 6 GIR DER BEAM STRAPPING Soo] \,SO.1,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON N-owwow z ji PLAN SHEET 2 OF 9 OVERLAP SIDEWALL "110 TOP PLATE 4 0 0 4 0 0 4 0 ALWAYS PLACE HEADER AT TOP 0 U H OPENING STUD TO TOP PL aE,,_,o . . .. . . . . . . . . . . . . . . SDWC15600 SCREW. Pontigo and . . .. . . . . . . . . . . . . ROOF SHEATHING PER 0 32m O.C. . . .. . . . . . . . . . . . . FULL HEIGHT Associates, Inc. CONSTRUC11ON SPEC's . . .. . . . . . . . . . . . . THREADED ROD_--�,�', . .. . . . . . . . . . . . . . . 1 0 10d COMMONS 420 Osceola Avenue 1/2"x10" S.S LAG BOLT BOTP-LA CP Vo.c STUDS TO TOP PLATE SmD TO Jax. Beach, Florida 32250 LEXTEND HEADER TO I f SPLICE 2x6 x 4'-6" P.T. SYP NO.2 SOT PLATE TO TRUSS SDWC15600 SCREW. Ph.242-0908 Fax.241-9557 FAR SIDE OF WALL 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF 4%4h" LAG SCREW 0 32" O.C. 7-6x6 POST AS SHOWN. 0 24"o.c TRUSS 0 24" O.C. FL:CA#8344 SC:CA#3579 WITH ROUND WASHER AT EACH FLOOR TRUSS 4'-0*x4'-0* PIECE OF WALL 2x6 SYP#2 LEDGER H2.5T CORNER V* BELOW GARAGE HEADER SCREWS 0 16 1111111111118 SHEATING INSTALL AT UPPER w/2-1/4%6"0 SDS O.C�� (2)2x6 DETAI L4 JACKS ON EXTERIOR STUD (TRIMED AS ------------- AND (1) SHOWN) 0 PRE-ENGINEERED- KIN ----WOOD BEAM PER PLAN wodD ROOF TRUSSES. 2x SPF BLOCKING G. NAILS 12d COM N RIPPED TO FIT FASTEN SHEAT`ING TO HEADER w/ 8d COMMON Q& GALV. BOX 6x6 POST SEE PLAN WIRE -NAILS WITH GAP SHOWN IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING No. 1 (2)H2.5T (STUDS, BLOCKING & SILLS) TYP. 0 4" O.C. STUD TO BOT PLATE- A 4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE ROT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE /-SDWC15600 SCREW. ARCH. -E 3-10d TOENAILS Xmx4hm LAG SCREW 0 320 O.C. ... %"xB" LAG SCREW STAT F 0 I AT EACH FLOOR TRUSS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d�Sj KERS. EACH SIDE NTH ROUND WASHER RECESSED R 00 DOUBLE I x4 P.T. SYP w/ THREADED ROD TOP PLATE 00 FASCIA Age, 4 4x4 DIAGONAL 6x6 POST NTH ABU66 EPDXIED 12" MI -------- - - ------- -- N. %%8" LAG SCREW 'LL RECESSED SHEATHING MAY Christopher j Sabou rin P E 4x4 VERTICAL TERMINATE AT TOP OF DBL. FL PE#71461 TOP PLATE. ALL EXPOSED METAL CONNECTORS AND TRUSS OR BEAM PARALLEL TO WALL ABOVE O�SIONS DA FASTENERS SHALL BE STAINLESS STEEL RAFTER! TAIL DETAIL WALL STRAPPING DETAIL GARAGE WING WALL FRAMING LESS THAN 12 SHED ROOF BRACKET DETAIL r3 4 DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z2_2 SCALE: 3/4* 19-0m \,,�.2 SCALE: 3/4* 1'-0" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �FIELD ALTERA71710N 0 0 CONTRACTOR SHALL CONTACT LOU PONTIGO Et ASSOCIATES PRIOR TO P MAKING ANY STRUCTURAL FIELD FROM THE INTENT OF THE ORIGINAL STIJD TO TOP PLATE: L 4-12d TOE CONSTRUCTION DOCUMENTS.ANY ROOF NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS FIELD ALTERNATIONS MADE PRIOR TO SDWC1 5600 SCREW. TRUSS 0 24" O.C. BEING APPROVED BY LOU PONTIGO& 0 320 O.C. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR H3 QR H2.5T HURRICANE CLIP 0 EA. INSPECTION FEES. OUTLOOKER TO TRUSS. A TRUSS BOT. CHORD TO GABLE TRUSS PER_/ GABLE BRACING TRUSS PLAN w/8d 0 12* O.C. SOT PLATE TO FRAMING WALL SHEATHING UP BELOW CS180 320 O.C. GABLEEND TRUSS. FASTEN "TOP CHORD" GABLE BRACE TRUSS TO WALL w/8d 0 6" O.C. Uj -- -- ------------- FASTEN GABLE BRACING TOP PLATE IS* GABLE BRACIN TRUSS ' BELOW TRUSSTO WALL wA10)8d TO WALL, SEE EECTION EA. END A-A Uj0.1310" TOE NAILS 0 8"O.C. S �'TIQN A-A FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE TRUSS BOT. CHORD TO GABLE BRACING TRUSS w/8d 0 12" O.C. LSTA12 @ 48* O.C. QS_ DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF 0 SHEATHING OVERLAPS GABLE 12" MIN WALL STRAPPING DETAIL to�6N GABLE END BRACING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Ln Uj Z V MISC F 11 A [VIONING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR PLAN NAME ANASTASIA - COASTAL DESIGN/DRAWN/CHECKED CIS / KM /LAP DATE 08.18.16 SCALE AS NOTED LPA No. TOLL-16-00614 CONTROL No. SHEET COPY 002 F7mM 01 X SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS BEAM OR TRUSS, SEE PLAN Lou Pontigo and Associ ates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 ;4 5�1 cEN C1, dw No. a k;� 12x12 MASONRY PIER w/2—#5 VERTICAL S1.01 S1.01 S1.01 S F * REBAR. TOP OF PIER 0 e d A -.40 1 Ak IS TO HOUSE SLAB. X11 F2.5 C h r i s t o p h e r j S a bou ri n P E _U, MONO FOOTING TO FL PE#71461 STEMWALL w/ 2—#5x3O" L8 28 DOWELS EPDXIED 6 MIN. r7E�1_90NS DA7-M r4 4 is, CONCRETE SLAB w / S1.01 FIBERMESH @ 1.5 LBS /CU.YD. I—opt d PROVI-.,E 2—#4x4 A r6 n L—==1=1 I I PAVERS 4 OF CONCRETE OR 6x6 W1.4"All Sl.C' CORNEi CRACK BARS �Si.01/ WWF ON 6MIL VAPOR 3ARREW" 01 BY OTHERS IN PREPARED GRADE.—"., AT SL6B MID—D H A �-o 1 ------- --------------- L'nMA*nON KO�FIELD A LF CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO PROVIDE SAW CUTS PER 6 MAKING ANY STRUCTURAL FIELD 0 MODIFICATIONS WHICH MAY VARY 5/S1.01, BUILDER TO �si.bi)_ FROM THE INTENT OF THE ORIGINAL 11� I I ��.o 1 CONSTRUCTION DOCUMENTS.ANY COORDINATE WITH FINISH 6 FIELD ALTERNATIONS MADE PRIOR TO 12x12 MASONRY PIER U') S1.01 BEING APPROVED BY LOU PONTIGO a FLOOR MATERIAL. ASSOCIATES MAY RESULT IN w/2—#5 VERTICAL _j ADDITIONAL ENGINEERING OR INSPECTION FEES. ^4 7T H _-Vol 1^6 REBAR. TOP OF PIER IS TO HOUSE SLAB. 4 S1.01 9 S1.01 T_j R S1.01 6 K6 SAWCUT F3.0 S1.01 S1 1 < < < ;1 01 ----------- pp I—Iti, 4 0-410 9p-3pp 3 t—3 pi, 18 6 13 0# l *0 E: :D r9 S1.01 < ko-6 rjo;� Ln 713 SAWCUT D 1\�L V1 C� co Lij 2.5 0 2 .,0 Z -�01 00 CIO 00 F`2. Ax 49;9 Ago; IN,5151, 1XI 1XI *X*1XI (I Ix,5, cc X, 3 S1.01 S1.01 m m FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. I LAN NAME FOOTING SCHEDULE AND NOTES FOUNDATION PLAN 8 ANASTASIA — COASTAL SCALE:� 1/4" 1'-0" DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE 3—#5 EA. WAY BOT. it—Ott 21-019 2#—Opp F2.0 CS KM /LAP 3—#5 EA. WAY BOT. it—opp 2'-6* 2'-600 F2.5 DATE 08.18.16 3—#5 EA. WAY BOT. 1 0 S—O" 39-0#s F3.0 SCALE 4—#5 EA. WAY BOT. 1 _O" 30-60p S-60s F3.5 AS NOTED 0— 09 4—#5 EA. WAY BOT. 1 0 4*—Oj` 49-019 F4.0 LPA No. it —Ott 4—#5 EA. WAY BOT. 4'-6" 4p-6#0 F4.5 TOLL-16-00614 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. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. LSf�4 � TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER 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.) BLOCK w/ 1—#5 CONTINUOUS SEE 3/SO.O Lou Pontigo a7 FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. Associates, Inc. LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL _1Sc-SLAI3 ON GRADE, J i SLAB ON 420 Osceola Avenue ax. Beac , F orida 32250 I SUPPORT DETAIL. 4 `2 4 V, r_IS,-SEE PLAN. /I,,. GRADE, Ph.242-0908 Fax.241-9557 SEE PLAN. L:CA# 8344 SC:CA#3579 GRADE OR CONC. 4 SLAB, SEE PLAN �fk R 8" CMU STEM WALL W/ #4 DOWEL TO MATCH VERT. *__C OD ES TO DRAIN, SEE ARCH SLAB ON SHOWER PAN SL 4 #4 VERTICAL DOWELS @ 24" O.C. \> STEMWALL SCHEDULE STEMWALL REINFORCING (SEE 4 4 4 GRADE— I . 1� 4 PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 900 BEND INTO FTG. Cmu SCHEDULE) w/ 6" HOOK INTO SEE PLAN-i UU C.3 No. 00 REINFORCING FOOTING. LAP VERT REINFORCING -0 lip COURSES 94 25" IF STEMWALL IS GREATER Id F TI-1 00 ST 40 1 L <4 EMWALL I "O.C. to 7 TO 10 #4 VERT. @ 24 S, T 00 1 TO 6 #4 VERT. 0 48"O.C. 11 0. ..1 0 -_... .�:-_�JF� .:i11i�"1#'_, -:(3):, COURSES. S THAN I/Si .01 4 CONTINUOUS CONCRETE CONT. CONCRETL FOOTING k 12 #4 VERT. 0 8"O.C. 11 TO CLEAR FOOTING 1—STORY, W/(2)#5 CONT. 81115111000% 1 -3 STEMWALLS OVER 6 COURSES TO 8"d x 16"w TYP HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER 1 O"d x 201"W L.2—STORY, w/(3)#4 OR (2)#5 CONT. C h r i s t o p h e r J Sabourin PE COURSE. FILL CELLS SOLID. 10%20" FL PE#71461 w/ 2—#5 CONT. . ................ STEMWALL FOOTING FOOTING 1,N1 SHOWER RECESS 3 GARAGE STEM WALL E�ISIONS DA-M Koo�, SCALE: 3/4" 1'-0" ��.O 1 (IF REQUIRED) (IF REQUIRED) -�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 TYPICAL WALL FRAMING .4 �7 BEING APPROVED BY LOU PONTIGO a ARCH. AND ANCHORAGE PER I ASSOCIATES MAY RESULT IN (4 MAX.) ADDITIONAL ENGINEERING OR CONSTRUCTION SPECS. EQUAL TO SLAB INSPECTION FEES. THICKNESS. 76 2 SLAB RECESS SLAB ON BRICK VENEER IS Ar— GRADE' 4r ACCEPTABLE WITHOUT U SEE PLAN. INCREA WALL FRAMING X SE OF FOOTING V , SIZE. < 00 1 DEEP SAWCUT w/ -LA13 ON GRADE, :2 ELASTOMERIC SEALANT—\ WALL FRAMING—N. 2—#5 CONT. X - 4 <4 - .,d , 1 1 4< Ln �EE PLAN Uj STEP, SEE ARCH. PLAN.__N 00 7' 4 -SLAB ON LAL-1— SLAB ON GRADE, V `SEE PLAN. 4<� ALT. FOOTIN-G AT ——————— GRADE, BUILDERS DISGRETION. 00 4'. N OTES: F-SEE PLAN. 4 #3 @ 48" O.C. OR, APPROXIMATE 12' X 12' M AX. SQ. X ROD CHAIRS (TYP.t- 2) SAWCUT CONIC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. OPTIONAL 37 12 w/(2)#5 CONT. -0 8"xl 6" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 8"X1 6\--'r,. 1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. n 8%2 2—STORY, w/(2)#5 CONT. < Lij M 0 L/) 4 MONO. FOOTING AT STEP-DOWN NOLITHIC EDGE FOOTING SAW, CUT DETAIL BEARING AT INTERIOR K-7 SCALE: 3/4" 1'-0" oil \ZL-0�1 \��-O 1 ..�_o 1 8x8 PRE—CAST'_ LINTEL, w/ 1—#5 Uj TYPICAL WALL FRAMING AND ANCHORAGI- Z PER CONSTRUCTION SPECS. FLOOD VENT,----,--. (1)#5 CONTINUOUS, PROVIDE SEE NOTES ABOVE CORNER BARS (TYPICAL)- 4- 12" HOOK INTO SLAB. JAMB REINF. MATCH DOOR 1— 4 SLAB ON GRADE,!'1z- WITH, SEE A CH. RECESS PAVER BY C SEE PLAN.__,*_ I SLAB ON IJDND BE M w/1—#5 OTHERS IM 1::;;Ll RADE, GRADE SEE PLAN. X I F�I I 1�—:::I I=1 I��l =1 I 1=1 I 1= 11 �111=1 11— EI I I 1—11 PAVING 4 MISIC X BY BUILDER < 8" MASONRY 1 2ppx1 2*1 1#5 CONT. IDETAIL 10B 4 STEM WALL w/ FRAMING 8" CMU STEM WALL W C) 1 E.J. GRADE OR CONC. C14 \1—#4 0 48" O.C. #4 VERTICAL DOWELS @ 24" Q.,C, MATERIAL DETAILS 1 1 T: ;: N_ . 1 SLAB, SEE PLAN. FLOOD VENT NOTES: 90" BEND INTO FTG.' Z- , & .. & - I V- SLAB ON 1000F UU q 4 '01111111111111111,, GRADE, —THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS SEE PLAN. ABOVE THE ADJACENT GROUND LEVEL. CONTINUOUS CONCRETE N,>. 3d 4 00 NOT SCALE DIMENSIONS FROM OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS .0 -4 THESE DRAWINGS.IF A DIMENSION 5 MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED FOOTING THICKENED EDGE 8"X8" UNCLEAR REFER TO THE ,,,3 CLEAR DETAIL 1 OA ARCHITECTURAL DRAWINGS OR EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF w/ 1—#5 CONT. Typ (2)#5 N T. 2v 1Ox2O PLAN NAME ' 2" THICK x 20" WID_ 01 r ANASTASIA - COASTAL W/ 2—#5 CONT. DESIGN/DRAWN/CHECKED CS / KM /LAP r8 FLOOD VENT DETAIL STEM WALL AT GARAGE DATE THICKENED SLAB POR H STEM WALL 08.18.16 S1.01 SCAL 3/40t V-0p) S1.01 SCALE: 3/4' 1 —0 SCALE ��-O 1 AS NOTED LPA No. TOLL-16-00614 CONTROL No. SHEET S1601 F7Mm SHEET 5 OF9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE A -3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 X4, 3" O.C. EDGE & 6* O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8--1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR TRUSS. SEE PLAN Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 V A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 9 fit), A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 *% % A307 DIAMETER THREADED C-3 No. SEE3/S0.1 FOR BEAM SEE 3/S0.1 FOR BEAM 6x6 P.T. SYP#2 POST ROD TERMINATES AT FIRST FLOOR (3)2x6 (2)2x6 C�j 6x6 P.T. SYP#2 CONN. (TYPICAL) TOP PLATE, SEE DETAIL 12/SO.1 CONN. (TYPICAL) SPF#2 SPF#2 w/ABU66, SEE DETAIL S POST V,71; t t L N �(2)M- 2/S0.1. (TYPICAL) A307 DIAMETER THREADED F.�.j N7 77 . ��,':1 4 -I,It I F 7- F POST. w/ABU66 % A, (2)2x6 1/1� C(2)2x8 2� ROD TERMINATES AT FIRST FLOOR SEE DETA (2)1.75xl 4 (95 POS, IL 2/S0.1. 2.OE (2)2xl 0 TOP PLATE, SEE DETAIL 12/SO.1 X w 0,40 1 Il'lk 000601,1 NII Dim --- - ---mmmmmo� SIMPSON HTT5 SEE DETAIL 15/SO.1 STRAP HEADER 2 x 8 SIR P C-4 PER 7/S0.1. 0 Christopher j Sa bou ri n P E WALL P-E > 1r,_ X co FL PE#71461 FASTEN TOP N > C4 SIMPSON DTT2Z SEE DETAIL15/80.1 OF WALL PER BEAM FB01 ABOVE < LO 5/S0.1. REVISIONS DATE� SIMPSON LTT20B SEE DETAIL15/SO.1 __j _j > (A _j r 12* LONG LIGHT GAUGE STRAP _Ij LSTA1 2 FASTEN TO TOP PLATE AND STUD 0 Ld NTH 5-10d COMMONS 0 X c-� C14 0 B WALL I OSB WALL-/ JIN X WALL STUD SCHEDULE SHEA HING. SHEATHING. N s X I \1 PLATE STUD SIZE US LOCATION X 04 HEIGHT SPACING 00I I H Vj) I I -m F7777 V/./ __110 RIOR 2x4 SPF#2 0 16" O.C. EXTE O.C. ALTERA-nON MAX 100-1 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU 04 EXTERIOR MAX 2x4 SPI 012* O.C. PONTIGO B ASSOCIATES PRIOR TO %_1 C MAKING ANY STRUCTURAL FIELD (2)2x4 EXTERIOR 101-1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY o 2x4 SPF#2 STUDS 14*-0" FROM THE INTENT OF THE ORIGINAL SPF#2 X X C\, 10'-Om CONSTRUCTION DOCUMENTS.ANY P (9) 12" 0.C. INTERIOR MAX 2x4 SPF#2 0 16- O.C. FIELD ALTERNATIONS MADE PRIOR TO OST. BEING APPROVED BY LOU PONTIGO a INTERIOR 12'-Om 2x6 SPF#2 016* D.C. IX ASSOCIATES MAY RESULT IN MAX 2x4SPF#2 012" O.C. ADDITIONAL ENGINEERING OR ((2)2x8 _1/11� A-I Ej =0 NOTM 2x8 LIJ L",AXA441A -49�77777777777///Ow/ WALL > GIRDER FG04 ABOVE [L 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE SOLE PLATE @ 32" O.C. 0 1 > 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. m W�o < Ld in OF CONTRACTOR MAY INCREASE STUD SIZE TO MEET 4 TOP PLATE TO STUDS: ARCHITECTURAL REQUIREMENTS. SDWC15600 0 48" O.C. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z F- 00 YELLOW PINE (2)2x6 0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. SPF#2 V) X U 04 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. (2)2x6 SPF#2 (2)2x4 (4)2x4 SPF 2 or_ \ P C4 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. 4< > 3)2x6 ' POST BELOW POST SPF#2 OSTBELO T 6x6 SYP#2 POST MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 0 ��j SHEARWALLS m SPF#2 ABOVE. PROVIDE POST. ABOVE. PROVI E w/ABU66, SEE POST. SQUASH BLOCKS SQUASH BLOCKS I DETAIL 1/SO.2. I COMBINED USE PANEL NOTES 110 IN FLOOR SYSTEM. (2)2x4 IN FLOOR SYSTEM. 444 4 41XL444414,414, W_ N-101 - - - SPF#2-- 1. EXTERIOR WALL SHEATHING SHALL BE V) AWL� x4 SPF#2 STUDSS [2x6 SPF#2 STUDS POST. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST �j 04 V) @ TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING U Ijj I Z) 12" O.C. 14 @ 12" O.C. GjRr)FR 5(�! ABOVE- STRUCTURAL SPLICE LOCATIONS FOR MULTI STORY CONDMONS (0 TOP PLATE TO STUDS: X \\-BRACKETS SEE 2. SEE SHEET SO.0 FOR WALL SHEATHING 04 Lij SDWC1 5600 @ 48" O.C. SEE DETAIL SPECIFICATIONS. In I DETAIL 2/SO.2 Of 0 1/SO.2 3. UPPER MOST TOP PLATE SUPPORTING ROOF L L MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O GIRDER FG07 ABOVE 0 an 4. INSTALL SOLE PLATE ANCHORS PER DETAIL % %] 3/SO.O % - ui -U,:-)t5 WALC (3)2x4 JA ATHING OSB WALL _j SPF#2 CN < GENERAL NOTES OSB ALL POST. SHEATHING.-'\ N of SH FIIiiim D > 0 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. ID a_ SEE WALL STUD SCHEDULE THIS SHEET FOR STUD in SIZES AND SPACING. AT GIRDERS AND BEAMS, LIj X PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER to FASTEN TOP I N 0 < 0 N PLIES. JC14 < r_ OF WALL PER < 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 5/S0.1. 0 SHEATHING SPECIFICATIONS. FASTEN TOP z ji 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE OF WALL PER _j D SEE DETAIL STRUC RAL PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (2)2x6 (3)2x4__/0\I IRDER FG09 ABO (3)2x4 5 (2)2x6 5/S0.1. 1/SO.2:: BRA CK TS SEE TOGETHER PER DETAIL 6/SO.O SPF#2 SPF#2 3/SO.O SPF#2 SPF#2 POST. DETAIL 2/SO.2 4. INSTALL SOLE PLATE ANCHORS PER DETAIL POST. POST. POST. A 1% 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 L��j ((2)M-11Z�) ATTACHMENT PER DETAIL 5/SO.1 �(2)M 1/1) (2)2x6-1/1 (2)2x6-1/1 (2)2x6 1/1 6x6 SYP# POST 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U w/ABU66, SEE TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 DETAIL 1 0.2. 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL DQ CS18 STRAP w/ 10" END LENGTH. FASTEN -4- FIRST FLOOR THIS END w/ 9-10d. FD A F\r%MING WALL FRAMING z DOUBLE ---- PLAN TOP PLATE. NO NAILS REQUIRED 2-ROWS OF 16d FLOOR IN CLEAR SPAN 09 C. TRUSSES- OR JOIST. 00 NOT SCALE DIMENSIONS FROM 00 CRIPPLE STUDS THESE DRAWINGS.IF A DIMENSION IS z UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR @ 16 O.C. WALL FRAMING 0 (2)2x8 PLATES C-q- CS18 STRAP w/ 1 Do$ END LENGTH. FASTEN ANASTASIA - COASTA SCALE: 1/4" 1 THIS END w/ 9-10d. LAN NAME FIRST FLOOR FRA10ING PLAN r I DESIGN/DRAWN/CHECKED SOLE, PLATE ANCHOR SPACING SCHD BEAM SEE PLAN I L I CS / K P ALL EX RIOR WALL 42* O.C. DATE UNLESS OTHER NOTED 3-10d TOENAILS 08.18.16 SHEA RWALLS S ALE 2-ROWS OF SIMPSON 24" O.C. (2)2X8 MINIMUM PLANK (Sil 8d03 /6") AS NOTED 15600 SDWC SCREWS ORIENTED HEADER OVER LPA No. @ 12" O.C. STAGGERED. SOLE1 PLT 0 1 EN NOTED ON PLAN SLIDING GLASS DOOR, FASTEN � I WH SEE NOTE 2 TOLL-16-00614 TO JACKS EACH EACH END CONTROL No. W/(l)A35 1. 114S TALL SOLE PLAf ANCHORS PER DETAIL HEADER SECTION SHEET 4% 2. ANCHOR SPACINGL, ALL BE AS NOTED. FOR WMPLE - SOLE'� T 0 36* 36" V F11 1%4 ON-CENTER SPA G siel I C�l 7TA HEAL)E T it fill t2t2;x 1 ILZ SHEET 6 OF 9 SYMBOLS LEGEND Floor Truss Connector List HTS1 6 DESIGNATES UPLIFT CONNECTION. Manuf Product Qty FRAMING PLAN NOTESo USIP J?L S241 3 1- FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. USP TFID26 4 3. FOR GENERAL IXSGN SIPECIFICAT11ONS SEE SHEET = 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* INIDE LUMBER. PLACE CLIPS USP THD26-2 7 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Roof Truss Connector List LISP TF D28 1 Lou Pontigo and Associates, Inc. Manuf Product Qty USP TH D612 1 Products TRUSS 420 Osceola Avenue LISP JUS24 10 USP THD28-2 1 PlotlD Length Product Plies Net Qty FASTENING DETAILS Jax. Beach, Florida 32250 II'I, Ph.242-0908 Fax.241-9557 LISP THD26 14 USP TFlID46 12 FB01 20-02i 010 1-3/4" x 16" VERSA-LAMS 2.0 3100 SP 3 3 FL:CA# 8344 SC:CA#3579 SHEATH UPPER WALL R THRU LOWER ROOF ' TO 2ND LEVEL E IN ,t- Sim BOTTOM PLATE. 3 3 3 No.7 60 1 SO.2 SO.2 (2)HTS16 SO.2 /—(2)HTS16 OF J." S 00 Co 1-4 IZ/z"I rzzzz, /A�9� M5,m 00 I :I 1 1 STUD DIRECTLY 00 00 00 00 CID 0 1q* N N M 00 1*- CID LO BELOW TRUSS \_TOP PLATE TO PORCH CEILING AT Ir- T_ T_ T_ SDWC15600 5TUD SDWC15600 f2 f2 f2 L L L W W W f2 P f2 f2 P P BOTTOM CHORD OF I W iffilm ap q1__1 Q I F") I L I-I Christopher ) Sabourin PE TRUSS SEE 2/SO.l.—N4,1�� FL PE#71461 PORCH CEILING -TH,D612 SHEATHING AT TRUSS TIE DOWN WITH SIMPSON SDWC . ................. eo'�REVISIONS DA-M THD46 (2t_iTS1 6 BOTTOM CHORD OF OSB BLOCKIN TRUSS SEE2/S0.1. Rafter to Top Plate shown F01 PANEL, SEE o op a s mi or LTHD46 in- DETAIL F_ Optimal 22)� 5E/S0.1 THD461 SO.1 LLJ (2)MSTA24 0 39 S M 0 LLI z V) "'T THD46 /,ry RELD ALTERA-nON — 0 F02 c) C) LLJ L /X CONTRACTOR SHALL CONTACT LOU N PONTIGO&ASSOCIATES PRIOR TO THD46 (7) T_ MAKING ANY STRUCTURAL FIELD U U�_ ELOW TRII 0 MODIFICATIONS WHICH MAY VARY I. LL_ - SHEATH UPPER WALL JCMax - - - - - - - - - - - --- F02 < > FROM THE INTENT OF THE ORIGINAL THRU LOWER ROOF CONSTRUCTION DOCUMENTS.ANY VIP 0 _j FIELD ALTERNATIONS MADE PRIOR TO THD46 Z LJ TO GIRDER BELOW. BEING APPROVED BY LOU PONTIGO a _j SDWC15600- TOP PLATE TO Ljj LL C) L TUD SDWC15600 ASSOC TE F02 ADDITIONAL ENGINEERING OR THD26-2 Gj C) Ld INSPECTION FEES. _1 -A 01 M co _j CNI - an Inc u Ing o 0 0 0 C) FG04 (NI 0 0 Q a 0 a 12:12 pitch and must be 'brdsmouth" cut. a- a- a- a- THD46 2. Reference detoil 4 for installation instructions. IN t:iu I C) F.03 0 ZZ/ 0- 00,//ZZ, Lij 'rIII. 0i z X\ F03 THD46 SIMPSON SDWC INSTALLATION RANGE Vol X LL Ld _j LL > _j THD46 UJ < Vol Ejo 7 F F04 Uj [TH046 EZIO 7 F04 LTHD26 T0152 __j THID26 FT04 C14 C*4 (2, THD26-2 a 0 F— I THD26-27 LIJ THD26 0 FT03 THD26 LL THD26-2 TH0264 STUD NOT DIRECT FG07 OSB BLOCKIN SHEATH UPPER WALL 0 PANEL,' SEE THRU LOWER ROOF BELOW TRUSS (2)MSTA24 SDWC15 I TO GIRDER BELOW. THDI ;1 DETAIL 5E/S0.1. Z �j 1/1 Reference detail 2a for installation angle limit 30.2 4 'IJUS SDWC INSTALLATION IFTIVI GABLE END �'jusIIA RACING TRUSS— OSB BLDNING B Rafter to Top Plate shown PANEL, SEE—,-,' ///FT61, GEB02, SEE 6/SO.2. (Truss to Top Plate similar) DETAIL 5E S0.1. f /—(2)HTS1 6 juS24 THD26-2 THD284 STUD NOT DIRECTLY BELOW TRUSS Cn V) C:) C) W Do not install SDWC in hatched area 2; FT SDWC15600 SHEATH UPPER (2)H TS 16 1 1/2' MIN Overhang.,", .It 2* MAX WALL THRU LOWERI ROOF TO 2ND LEVEL CON T. WAL ROOF DECK TC� BOTTOM PLATE. SHEATHING. 2x6 LEDGER INSTALLED BLOCKING W/ $d SDWC INSTALLATION PZANGE 1O.C. COMMON @ 3 QQ M OVER SHEATHING w/ 0 FLOOR AND //`III`75-10d @ 16" O.C. FRAME UPPE M —ROOF ROOF TRUSS LEVEL STUDS TRUSS Rafter or Truss CONT. TO 2ND X` minimum edge PLACEMENT LEVEL TOP PLATE. distance for full values (with or Splice may be in upper or PLAN 0 without a plate lower plate 0 Splice) 0 0 2x4 IBLOCIiING 0 48 0 00 NOT SCALE DIMENSIONS FROM z 0 THESE DRAWINGS.IF A DIMENSION IS 0.C. FAS N EA. EN D r UNCLEAR REFER TO'ME 0 W/ SDWC1 600 SCREW TRUSS ROOF RAFTER. NOTES: STRAPPING NOTES A* from top plate ARCHITECTURAL DRAWINGS OR 2ND LVL 0 1 N STALLE SIMILAR TO splice Offset FLR ELEV Ij 0 TOE—NAIL APPLICATION. for full values STUD NOT DIRECT 0 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING BELOW TRUSS PLAN NAME 0 FLOOR AND. ROOF� TRUSS PLACEMENT PLAN , I AL WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 ANASTASIA — COAST o SCALE: 1/4" 1`-0" SCREW UNLESS OTHERWISE NOTED DESIGN/DRAWN/CHECKED CS KM /LAP DATE BLOCKING 08.18.16 SDWC AT TOP PLATE SPLICE INSTALLED w/ 2x4 BRACE. FASTEN SCALE 5-10d TOENAILS. EA. END w/ (4)1 Od AS NOTED FACE NAILS. LPA No. T —16-00614 OLL CONTROL No. SECTION SHEET A ��_2 S102 miff <( FA HIE SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LIN E DESIGNATES SIDE OF WALL THE Sw SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORTHEADER. Lou Pontiso 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 THREADED ROD, SEE DETAIL 12/SO.l A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.l 0-4 00 41 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR No. TOP PLATE. SEE DETAIL 12/SO.l j V!, R F-l',j r 7 A307 DIAMETER THREADED F J!EATH UPPER WALL S ;1j 1;77-311 ;": ;:'.:'� 5['�` -1 ';"� V -- ROD TERMINATES AT FIRST FLOOR THRU LOWER ROOF TOP PLATE, SEE DETAIL 12/SO.l 0 0 N TO 2ND LEVEL *-0 5 BOTTOM PLATE. SIMPSON HTT5 SEE DETAIL 15/SO.l fill Christopher j Sabou rin P E (2)2x8-1 ------------- ---- F L PE#71461 SIMPSON DTT2Z SEE DETAIL15/SO.l ONS DATE 00 00 V) SIMPSON LTT20B SEE DETAIL15/SO.l STRAP HEADER X X 12" LONG LIGHT GAUGE STRAP 04 PER 1/so.i. 04 LSTA1 2 FASTEN TO TOP PLATE AND STUD 04 VATH 5-10d COMMONS WALL STUD SCHEDULE LOCATION PLATE STU D SI ZE CS18 @ BOTTOM OF HEIGHT SPACING go-in STUD WHERE NOTED. EXTERIOR 2X4 SPF#2 0 16" O.C. �FIELD ALTERAMON MAX SEE DETAIL AT BOTTOM EXTERIOR lo'-1 2x6 SPF#2 0 116" O.C. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO RIGHT OF PACE. MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD SHEATH UPPER WALL EXTERIOR 10'-1 0 TO 26 SPF#2 016" O.C. MODIFICATIONS WHICH MAY VARY THRU LOWER ROOF 14'-0 FROM THE INTENT OF THE ORIGINAL lop-of$ CONSTRUCTION DOCUMENTS.ANY TO GIRDER BELOW. INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a 12'-0" 2x6 SPF#2 0 116" D.C. gL ASSOCIATES MAY RESULT IN INTERIOR MAX 2x4 SPF#2 0 112" O.C. ADDITIONAL ENGINEERING OR snin Naim INSPECTION FEES, re) 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE z U) 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. (n LLJ CONTRACTOR MAY INCREASE STUD SIZE TO MEET in F- ARCHITECTURAL REQUIREMENTS. < 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN U) LL. LLJ YELLOW PINE 0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 1-- 0 -1 U (D < (2 6 SPF#2 (4)2X4 SPF#2 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS L0 < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT -j 0 LL- PO (2)CS1 8 @ U POST. (2) 'S1 8 @::1 SHEARWALLS; C) BA E' OF STUDS. BASE OF STUDS. Q- COMBINED USE PANEL NOTES TRUSS 45 ABOVE 0""'o 1. EXTERIOR WALL SHEATHING SHALL BE ca CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Imu 2. SEE SHEET SO.0 FOR WALL SHEATHING V SPECIFICAT'IONS. Z 3. UPPER MOST TOP PLATE SUPPORTING ROOF SHEATH UPPER WALL MEMBERS SHALL BE STRAPPED AS SHOWN IN --THRU LOWER ROOF DETAIL 1/SO.O n TO GIRDER BELOW. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. N11 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD STRAPHEADER SIZES AND SPACING. AT GIRDERS AND BEAMS, (D PER 7/S0.1. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER X X n 04 04 PLIES. 00 00 1 04 2. SEE SHEET SO.0 FOR ROOF AND FLOOR V) V) SHEATHING SPECIFICATIONS. 0 Lij 0 1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE -------- ---------- PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES �(2)M-1/2) TOGETHER PER DETAIL 6/SO.O SHEATH UPPER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL WALL THRU LOWER7 3/SO.O ROOF TO 2ND LEVEL 5. AT SHEARWALLS, PROMDE DIAPHRAGM 0 BOTTOM PLATE. ATTACHMENT PER DETAIL 5/SO.1 U6. 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 CS18 STRAP w/ 10" END LENGTH. FASTEN SECOND FASTEN TOP OF TOP THIS END w/ 9-10d. PLATE W/ H2.5T z - OR WALL FRAMING WO @32" O.C. FRAMING 00 PLAN 01 2x6 BLOCKING NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES- A35 ANGLE OR JOIST. 00 NOT SCALE DIMENSIONS FROM AT EACH STUD. THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR.REFER TO THE WALL FRAMING ARCHITECTURAL DRAWINGS OR z SECOND FLOOR FR�NMING PLAN CS18 STRAP w/ 10" ILAN NAME END LENGTH. FASTEN 4r # ANASTASIA - COASTAL SCALE: 1/4" 1'-0* THIS END w/ 9-10d. r DESIGN/DRAWN/CHECKED CS / KM /LAP DATE All" GIRDER-/ 08.18.16 TRUSS SCALE FLOOR-/ TRUSS AS NOTED LPA No. TOLL-16-00614 CONTROL No. SECTION SHEET S193 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTE& 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. �g 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* WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. I Lou Pontigo and TRUSSAssoci ates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 1151* o *4 000"GENS 66 0# \ ** X CLO V % 0 No. S F A/ %�4 0 1 all STUD DIRECTLY BELOW TRUSS TOP PLATE TO 2x10 BLOCKING FOR FIRST 3 SDWC15600 STUD SDWC15600 2—TRUSS SPACES. FASTEN SO.2 2x10 BLOCKING FOR FIRST Christopher J Sabourin PE 2—TRUSS SPACES. FASTEN FL PE#71461 EA END w/4-0.131x3 EA END w/4-0.131x3 TOE—NAILS. FASTEN TO TOP 11 4 1 1 IS TRUSS TIE DOWN WITH SIMPSON SDWC I TOE—NAILS. FASTEN TO TOP PLATE w/ SDWC`15600-�\ /0/ PLATE w/ SDWC15600. FW;�_SIONS DATE a er to Top Plate shown Truss to Top Plate similar IN N 04 C\1 04 C\I C\I C\I N Cq It 'Cr 14, lqt lqt "it 14t It It IRt Z_ F- F- F- F_ F- F- F- F- F- I Optimal 22)� 30' FIELD ALTERA'nO=N DIAGONAL BRACE CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO SEE 10/S0-1 BELO MAKING ANY STRUCTURAL FIELD DIAGONAL BRACE Y2-Max MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL N -�SEE 10/S0.1 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR L_VA__J AoJE 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be *birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE z (2)HTS1 6— Cq N 0 0 (2)HTS16 X 1: X 1.- 0- 1- 1- 1-- C4 cm A A (N Cn U) 0 Lij STUD NOT DIRECTLY H LOW TRUSS n SDWC15600 Reference detail 2a for installation angle limit SDWC INSTALLATION M lqt 'tj ::$1 14" NC C, 3 ::1! F, Rafter to Top Plate shown 2xl 0 BLOCKING FOR FIRST russ to Top Plate similar) (T 2—TRUSS SPACES. FASTEN 0.131 x3" 2x10 BLOCKING FOR FIRST EA END W/4 Uj 2—TRUSS SPACES. FASTEN TOE—NAILS. FASTEN TO TOP EA END w/4-0.131x3'-- *" PLATE w/ SDWC15600. TOE—NAILS. FASTEN TO TOP BELOW TRUSS PLATE w/ SDWC15600. .13 SO.2 Do not install SDWC in hatched area SDWC15600 1 1/2' MIN Ove�ang 2" MAX SDWC INSTALLATION RANGE OnOF TO' ISS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES PLACEMENT Rafter or Truss 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING W minimum edge WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full PLAN values (with or Splice may be in upper or SCREW UNLESS OTHERWISE NOTED without a plate ower plate Splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE XV from top plate ARCHITECTURAL DRAWINGS OR splice Offset for full values STUD NOT DIRECT ROOF TRUSS PLACE ENT PLAN BELOW TRUSS PLAN NAME ANASTASIA — COASTAL SCALE: 1/4" 1'-0" j DESIGN/DRAWN/CHECKED CS / KM LLAP DATE SDWC AT TOP PLATE SPLICE 08.18.16 SCALE AS NOTED LPA No. TOLL-16-00614 CONTROL No. SHEET A's S1 *4 hCW4 RID: SHEET 9 OF 9