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1829 ATLANTIC BEACH DR - STR. dwgs __ I � I I � . �,�= ,. DESIGN SPECIFICATIONS USP CONNEC,TO1?5 TYPIC NAILING TYPICAL DOI F T?W � . 0.131XY TOE NAILS , PLATE SPILICIF WINDOW SILL SCHEDULE DESIGN CODE: COMPONENTS & CLADDING R UPLIFT 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILINGo- - ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) FL# CODE TYPICAL STUD NAIUNr& 2x1O, 2x12 - (7) NAILS - FASTEN . 4'-O" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EA01 END .. DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, ' 1 CAR SYP SPF ' . . I I 0.131x3" END NAILS: 9- LVL, 11- LVL = (7) NAILS TOGETHER w/ (3) ROWS N1 (16) 0.1310 NAILS -4 4--4- (1)2x4 SPF #2 (4)12d TOE NAILS I ....... '_ .� TRIBUTARY INTERIOR EDGE STRIP (PSF): : . I � ' . . � . . � FVENLY SPACED . UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. - I ,cl'/ . I (2) 0 2x4, 14- LVL, 16- LVIL - (9) NAILS , OF .11310 0 12" O.C. STAGGARD. __ -4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS AREA (so ZONE (PSF) V a' = 4'-6* DOOR -17.9 - USP A35 450 -450 (9r)l Od, j" ' . I . (3) 0 2x6, I I � I-- -4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 USP RT7 . 585 495 - (5)8d EA. END I - (4) 0 2x11........�...........��........j - SYP#2 ROOF FLOOR I SYP#2 DBL. HEADER, 4 12- 0-- (3)2x6 SYP #2 ,(1)A35 + (4)12d TOE NAILS _ ", I'll..."I 2 CAR USP RT8A 775 650 (5)10dx11/2" EA. END TYPICAL WALL FRAMING NOTES:. ROOF SHEATHING, 6"MAX. TOP PLATE. PER PLAN. I - 4'-O".MIN. - I --- �I'll, ROOF LOADING (cd=1.25) (cd=1,00) 50 +16.3 -17.9 +16.3 -20.6 USP M TW1 2 1195 860 M1 0(x1 1/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. I � F - - 1- F - - -e�l__ �� - I TOP CHORD LIVE LOAD 20 psf 40 psf - DOOR -17.0 USP HTW20 1450 1245 (12)1(dx1'/2" EA. END ALL WALL STUDS.. I I i I I I I - I I III I If I I Lou Ponti8o and 7 psf (ARCH SHINGLES) 10 psf F 1-oo +15.5 -17.0 +15.5 -19.0 (11 6'x7') SEE 5/SO.O. I .--1_�_-_ --- -, I . I W__ - I I I I . - I . 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)1 0( EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY _ _F___ BOTTOM CHORD LIVE LOAD 10 psf 0 Psf * LLOWABLE WIND PRESSURE VALUES (ASD). THE 2065 2065 (13)lqd EA. END TES. // REQUIRED IF SHEARWALL._\ .-- RAISED ARCHED TRANSOM OPTION& 5 psf 5 psf WI BY 0.60 AS PERMITTED BY HEADER I V 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 ' 1 1/2"O ROD TO FTG. 3. USE SYP#2 FOR ALL I : __I �::: 2x SPF DIAGONAL BLOCKING Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LO SHALL BE PERMITTED I -ma I � _1_______1 I I I . - DROPPED 1"x3* USP JUS28 1305 1305 (6)1 Od TO HEADER i I N .- r:: EA. END TYPICAL. Ph.242-0908 Fax.241-9557 1 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 ROD TO FTG. -AL--------- '' I I \ � HEADER ,,/-SHEATHING MAY EXTEND 2- FL:CA# 8344 SO CA# 3579 0.75* MAX ANY CASE 4. ALL WALLS SHALL BE Ir- I I I -r � __\----� oo PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 2 L I - 0o USP HTT22 5370 5370 5/3"O ,ROD TO FTG. BALLOON FRAMED FULL I I ) I I ARCHED 01 WIND LOADING: * LINEAR INTERPOLA11ON IS PERMISSIBLE. USP PAU44 2535 5/."o ROD w/ (1 2)16d I HEIGHT TO ROOF OR FLOOR L-- - I . TRANSOM LSYP#2 HEADER- ANCHOR INTO 2x MATERIAL. . ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A . I BEARING ELEVATION, U.O.N. ON TUD OPTION PER PLANS MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 2535 5/."O ROD w/ (12)16d PLAN. TO TALLER STUD w/_. SEE RIGHT. JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 9 D MINUS = SUCTION. BRACING BY OTHER, 2-ROWS OF 10d COMS KING STUDS, ,0 I OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY. ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1 1545 1 1455 (5)1/4�"x2-1/4 TAPCONS I 1 5.) FASTEN BOTTOM PLATE OF � 0 12" O.C. I �'_� , N, WINDOW SILL SEE 01111111111111111#0111,411 LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING K FULL HEIGHT ANCHOR / ,VjoR j- $4 4 0 v, BY 0.75 MEN COMBINED w RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET 0 - N-� ', ::� , � � THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONPsIECTOF;6 WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPIC Sol E SILL SIZE AND AT TWO STORY CONDITIONS, .0 ,OQ#--",;0F.N ** �, 6e S� 121.4 w/10d MASONRY CUT NAILS 0 CONNECTION _C� IS *, , , - 130 MPIH . TYPICALLY %* FULL PLATE NAlUb& WINDOW SILL SEE PROVIDE SOLID BLOCKING , *. :�5% BASIC WIND SPEED (ASCE 7-10) . � I .*04 V - C'n I,a 1, 48" O.C. MINIMUM. SEE EACH END. 0 0" � �1�� 17� IMPORTANCE FACTOR --------------- 1.00 *4 UPLIFT � FOUNDATION PLAN ADDITIONAL 0.1310" TOE NAILS: WITHIN FLOOR SYSTEM AT ALL z 4, -1 0 -7, % -,ir ' RODS 0 6'-O" O.C. (3) 0 2x4, UPPER LEVEL POSTS & JACK = 61 % = Cn MEAN ROOF HEIGHT ---------------- 25.0 FT I a ,k a,k SYP SPF ASTENERS FL# CODE LLS STUDS. = : I., - : * = C14 1 - `1 (4) 0 2x6, I = : = I I = a .- 1,0 ROOF PITCH ------------------- 6/12 0 A35 450 450 12- 10446.4 (5) 0 2x8. = a : = ?...4 � I- . .;.1. - - 1-1 �4�,,�201";P.".",.�,.".''--"�,,,,�,, "-�-�:..��ill�ll-�,�4l",,:�ll,�I --1 11,. 11__11',,;;r�:;� . I S 0. z BUILDING CATEGORY ---------------- 11 � I - I, , ., � d � ;,�,� .,-1 ti 7 .11r, -, � ! 117. � -71-_T" 0 OF -- - ` i4 I�: ,, , , ,14 � - 7 ;i , I . . � ,I BLOCKING ONLY REQUIRED I C', I I ' , 'if � . . I e I Al� � �, i 1 ,ijf17' . . S . -_ I �� ,tv' . 1. _ ,4 ., ; ..� ,� I � , -1 SEE 8/SO.O. - 1�,,'�1�, � :; ! ; * I � I I H2.5T 600 520 T'�d78d E Ji, 6�;�t, , ��*64i 1. I I ,:I jr, I i -.0 $I �� ','5 4 % I , I I I .�p -. P * = . * .. . ' -.4 � 1 , 00 __ � �� ' 1, A.�tND. I I I , *.4 10 - B lkalk DENOTES EDGE STRIP. .1 -11 r i ! . �, �1 :�t �� ,�: INTERIOR BLARING WA IL:_ AT SHEARWALLS AND-\ PT. SYP#2 .", HTS16 1150 1085 : 16-10d E'; � � i : SEE PLANTOR STJD SIZE STUCCO FINISH. �, 4. 0 R V�' 00 ENCLOSURE CLASSIFICATION ------------ENCLOSED I I - . i � -OA, -..ago@]*;,- . I ABOVE FOR 'a'.DIMENSION � , I I . .. . *011, I I � AND O.C. SPACING. INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 MTS1 2 1000 860 I 7-1 Odx I 1/z" EA., END: i. 10456.31 il , � � � I ii IT A - I I I'M A , I A I A IF- I A - , , ... 1 - I 11 11 .. ... - .. I I V, .� . � WALL SHEATHING _11- . __.I ..i . I 2 .. I . . -I . -.%ft , ... 1=1 W Id, ? '.. .", f" 4! �' '� ., . 11 � , .- ... - 4.9 : ,. . � .I_. 1� 11%4%1�_ - I 0 : � .. 4 . . ' `__'.-4'--- .__ -- .AL I - . .-, ,. , �.. � --,- . , . , .. I .11 . . 'd�:." .. I � I - � -�q',% ' ' I, , 1 - ,,* � 0. I . �, , .� ..-- . . .1 .,::...,� . .I .. . . . . *,# .� .:. ., =---A I. HTS20 1450 1245 .24-1 Od W/2* EA. END 13872.3 1 I i CONTINUOUS BL)CKING SEE DETAIL 1/SO.1 X!-- .'a.��..4 : .,, -4 . ..A.�I- - �; - : .*A *I'...... . I� T,�I I I � . . . U. I . I . � 11 � .. ,6 - Iz- I . - 1, . . . . . . . , I.. . � I . * �. .,� .1 , 11 .. - ,.�, -, . I . . If � . . . ,, _ MSTA24 1765 1270 --A. END � WITHIN,FLOOR SYSTEM FOR SPLICING .� .. . ., . -� .".. . � .Z ., I- � .16 . � I FOUNDATION. SEE PLAN. � � - .,* I .. . 1. 1:� . . ._ � I I 4 �' . I MATERIAL SPECIFICATIONS I 9-10d - 0 13872.4 1 I .�.�� ..666 " , ,I --_ ..1 -1 I .. . .*. *.'.,A , ..; -- , -1. . I A Ch ri stopher j S a bou ri n P E +_ 2050 1870 1 13-10d � I - 12" 2 01 , I -t-a-f- ---- - -_ I WHERE POSTIS ABOVE. 16d COMMONS OPTIONS. "I -11 FL PE#71461 I-0-f- _11z I MSTA36 11 EA. END 13872.8 ! 0 8" O.�._-�- . � -I WALL FRAMING MING AT MAX. w MIN. \_SOLE PLA s I1L__ __j ,C, . FLOOR SHEATHING AI WALL FR I HARDWARE AND ANCHORS: C �, W V, _18-16d TO TRUSS/BEAM - .1 I PLATE CHANGE CONDITION RAISED HEA0ER CONNTION FROM SOLE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 1-0-f- *1 a*1 1-5/,"o ROD TO FTG. � SE 'no - ...................)l, HTT4 3480 3080 11496.2 8d 0 3" 1 E SPECIFICA . I _iT ASTM A 307 OR ASTM F 1554 GRADE 36. . . I I r I I + \ BUILDER MAY CHOOSE EITHER THE DROPPED r E�ISIONS DATE _____ --- . WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM � I 1HEADER CONDITION OR RAISED HEADER CONDITION.1 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 D11ION 1-5/.no ROD TO FTG. I I Iq 7 pft� TYPICAL WALL FRAMING � METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I 'I I 1 /002 1 EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 - - I : I 1 10655.113 � = I I - RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QE. BE RESPONSIBLE 4-10d 'I'D JOIST I J I it I I I \1�O , DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" ANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR IX AND '/am LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 - 10531.36 L____ _.__j --- _j Q&HOLD DOWN. (I.I.O.N.) ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d '70 JOIST - -/I----- I 3x3xY4" SLOTTED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS RK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 %"o ROD EPDXIED Bm MIN 10849.6 SYP#2 DBL. 'L SEE 5/Sc.0. SEE 1/SO.1. 2 %1A.........J4% WA � I -1 - (DUAL CARTRIDGE INSTALLATION ONLY): 11 ; / TO OUTSIDE BUTT-JOINT LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES* ABU66 2300 . %*0 ROD EPDXIED 6" MIN 10849.6 1 2 W____11 304" SLOTTED " - It— I -_ REINFORCING STEEL-- SHALL BE ASTMI A615, GRADE 60. SET N/A N/A ; SIMPSOIs EPDXY I TIE 11506.4 BLOCKING ONLY REQUIRED / .11 � � _,*� STRUCTURAL STEEL., SHALL BE ASTM A992, GRADE 50. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE . I AT SHEARWALLS AND--/ WALL SHEATHING 0 /-TO OUTSIDE . r�FIELD ALTERA'nON LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, � STUCCO FINISH. 11 N�__` � WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. I 10-16d ITO STUD/BEAM/POST SEE DETAIL 1/S0.1 i I CONTRACTOR SHALL CONTACT LOU I WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 - 11496.3 FOR SPLICING PLAN \AEW I 11 11 - PONTIGO a ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,'O�ROD TO FTG. - I . . OPTIONS. RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 1695 10-10d I % 1 13872.5 1 BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY i MODULUS (E)1.900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ' I . I FULL HEIGHT Y2" THREADED ROD i$-OPP 1X$01 SHEATHING. . . . . . /_ FROM THE INTENT OF THE OFZK31NAL I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 11705 I 13-8d . 10852.1 SHEATHING EPDXIED 4* OR h"W PT. SYP#2 MAX. MIN.I . . .. . . . . . . . . . . . . . .. CONSTRUCTION DOCUMENTS.AW ' 11 I I TO BE � SIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL . .. . . FIELD ALTERNATIONS MADE PRIOR TO I E3 A I CONTINUOUS . .. BEING APPROVED BY LOU PONTIGO a GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS . w. L � -INTERIOR BEARING S%E PLATE BREAK EDGE w/ BLOCKING_N .. ASSOCIATES MAY RESULT IN - � I- � _ I � TO UPPER WHERE REQUIRED BY -,,,* . . . . ADDITIONAL ENGINEERING OR I . . I I - - I I " � W&L-_SEE SCHEDULE SECTION \AEW � GENERAL NOTES. . FLOOR SHEATHING SPECIFICATIONS ; I . I � I FOR STUD SIZE I . . I .. . . \11 ��IIII" 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD I . : � I � AND O.C. SPACING. . . . f-\ . . . .. ,,- t � ! 11 I � , - -�. i . i . I _� I 1, WALL SHEATHING TO . . .W;. . . . . . . . . . .. . . : 1 ; � I . � I SOLE PLATE ANCHOR S NAIL SPACING AT . .. ROOF SHEATHING SPECIFICATION& j . I � I . � - - � t I SUPPORTED EDGES, . . - I � RAISE N' FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE . ad&QLL- MIN. 7/16*, 24/16, APA RATED OSB OR PLYWOOD SHEATHING. NAILED w/ 0.113x2" RING SHANK NAILS, 0 6" O.C. " O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING To 4'" O.C'. Wl'THIN'4'-�O" OF ROOF EDGE). I SEE DET�ILS SEE DETAILS ANCHOR GENERAL NOTES * , * � 11 I : � ; I 18d 0 3" BOTTOM OF SOLE - ! I . � - SPACING SPACING SPEC. DEPTH DISTANCE � I - . . � � I . & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'1 Om OF ROOF EDGE). , � : -N\ EPDXY 42" 24" 3x3xO.229" 4" 2-Y4' - TILE - MIN. 15/32'* 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE � . I / ON S1.01 � , . . - //,,- ON S1.01 ' . -) . . . 7 . . . i -- !-___ I---- -7 F---_1!k,- - w/8d 0 3" 0.C. - - . z �! 1 , I ,,� I i I . r � I I -I -11TEN HD 42" 24" 3x3xO.229" 4" 2-Y4* EXAMPLE OF UNSUPPORTED . .. . . . f r% ' ,1, , I I 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. r.THIN 1 4P.-O" OF R.OOF EDGE). I I! 11 . -A I 1 ,1 '. V .. I �. I I . 1� . I . . (UNBLOCKED) PANEL EDGE * - I I *. '' - I � � . � I I . .- .. 1. .� - 11 . .. . I I 11-1 I . 11 ,I . . � . * .4 . '. .. . ---.%-- - 1 . I ., � � , � 1.'IV . I .. ..�'14.�.. � . , .,,_;I.,. #' (TYPICAL). . . . --- . .. . kim:j . � i ��I -, 11 ,,� . . I � I *4 . � .� . � .. .. .. .4: , �� : I 4" . .. WALL SHEATHING gPECAFICATIONS: i - -�� : . � � i ,.*�, . I ,:,.-� .. . I , .:, ,� , , , 4 � I 4 I NOTES: ' " . : - .1 .4 .�4.* , .. , '�4 . � FLEXIBLE FLWICili-MIN. 7/16", 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 QOTTOK4 PLATE Tq ,YPPER TOP LATE. . � . � I - . - �A.-d*,i_ " ,� i. 11 . . . .. I . ; z . ,-1 I , ; 'I 1.. � . . 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 I - I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE < Ln I . � �, I � L___ - _j L-------i I I STUCCO FINISH-MIN. 7/,,", 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 �0170M PLXTE TO�UPPtR TOP �LATE. i . I I -- . I I REAKS AND KING STUDS. . SUPPORT IS 6" O.C. MAX.-**1 . . , . � I ROOF I I ! I 1., � " ,�. ,1, ', I (UON). TRUSSES, OR Uj A, "I � 1. 11 : MASONRY SPECIFICATIONS* g . _� I I I, : , 1. I - � 11 2. WASHERS SHALL BE SLOTTED. � 1 : I I � I � FLOOR JOISTS. I MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANC _10TH ACQ30.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTIM C476 WITH A MINIMI[I 8,DAY COMPRESSIVE SLENGTH OF � . SINGLE. STORY ,�`, - MULTY STORY ,E: I I M OF 2 4 1 . I I ,� 1 0 I . I , - ;".,,- " " I I I � � , _t$_-�_ 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER. A 3%S"xt/s W/ 1'/, 0 ROUND 019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT Aj$j$01*" I 1- SLUi0'0V0RTAR, M C270 AND TYPE M OR S. TYPE-N MORIAft MAY�BE USED, IN BRICK VENEER. �� I . I 1- .1 I . �I : , � � � I CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. - T%V0,1019I � ,� I 3.. I i 11 I . , - ' ' I . STEEL WASHER MAY BE USED. . . . :. I I I - . WALL SECTIONS '0'�3 "**N I I . , . I— I _ : ''/00,1�1 ITYP I SOLE PLATE ANCHOR DETAIL a SCHEDULE r4 ROOF AND FLOOR SHEATHING NAILING I I CONCRETE MASONRY UNITS (CMU),. ,, -V . . I .. . I . I ,� ;: §6.'V" , . SCALE: 3/4" - V-0" CMU SHALL BE IN ACCO 0-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUTALL I'OqELLS 'CONTAINING VERTICAL' ,� .�lftl..,.O� I \Z-Oj \ZL.0-j SCALE: 3/4p' = V-000 U W I .. REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS V-00. �� I I . �11 � 1� - " I . 4, 1 . . . :, . I . _ 11 � I � I I I I I I I MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING',B 4DS, STACK BOND SHALL NOT BE I 11 z USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR�WALLS SHALL BE REINFORCED FULL HEIGHT I q 11 11/2 m i 14" � F� I . I I � . I I I JNFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR . -_ (3) ROW OF 1 Od NTH - #4 0 4'-O'* O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF RE I F� 4< 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 R I EINF. :SHALL BE INCREASED AS�NOTED ON I PLY 0 1 NAILS 0 8" O.C.--\ 0 . 0 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". .1 � . .1 � I SIMPSON " BEAM. 0 STAGGERED " 2x4 BLOCKING n I I _7 � :�_ --"-I- � . 1-r-1 0 .< - � . I : �, % 15600 ,'-N . 024" O.C. FASTEN I i . SDWC * 3 PLY BEAM. 'N C-4 C14 * BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I I 11 � -" I I ""'�2x4 MEMBERS: CLAY MASONRY (BRICKL �: SEE ROOF� �!�_ �� 1, _�fj_'�,,�: e z . 1 ,� I �� __ - � � . �. � " -_ - 0 (1) ROW OF 1 Od 410 0 TOENAILS. I CONCRETE SPECIFICATIONS& 1 � � � �� 1.7, 1 � " .1 I. PLAN FOR '\ EXTEND SHEATHING `VRf.'-, FRAMING Uj , - � � I I . � . . DETAILS. %, 11� ," (4) ROWS 12d 0 NAILS 0 4" O.C. 0 I I I DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS � � ,__TO TOP OF TRUSS AS SHOI .1, - ' AT 12" O.C. - - (A � � . � I - 11 , - " I I I ,:�_ * 0 0 ALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. I . PROVIDE 2x4 BLOCKING "I - I i m I �� %_0 %_.1 EA. SIDE. 2x6 MEMBERS . f- as . � l, I I : 1. 2 It F I � I I i I , i 1� AT HORIZONTAL JOINTS. 0 1 . I I . : . . ? 7" ROOF SHEATHING. SEE I 1 (2) ROW OF 1 Od STUD BELOW D I GENERAL NOTESs . I I I � � � � I 1 (3) ROWS 12d .�z �� : J � - , .. 1� p, t: -� � ,� 1i - - - LOWER TOP �, -? . 1: SPECIFICAT`IONS BELOW. V-1- NAILS 0 4" O.C. _j__4__L 4-10d , I '' I . i : on I OVER LAP DOUBLE � - , . � � I AT 12" O.C. I - `� t , , . HEEL �, 1,- STAGGERED I PLATE AT BREAK. TI FnUNQA-nONS* I I�'. I f,"�' !,: , 1 . I EA. SIDE. < . I I I I ! PRE-ENGINEERED WOOD 1k TOP PLATES. ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. F001ING HAVE BEEN DESIGNED WITH,A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION R�EPORT-IS).RECOMMENDED TO VERIFY*SUITABLE , ROOF TRUSSES. 2 & 3 PLY BEAMS � WALL INTERSECTION . SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE-(ICL'ke) SOILS. SOIL COMPACInON AND FILL RIPPED TO_�FIT- 2,t POST ORTHOGONAL VIEW CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 i , I 1 . " � � � I I � , ; NTH GAP SHOWN. R . . I I . I I 1. .- 1; . . � 11 . I I I I kfto LU FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS... STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND*LOCA-nON FROM THE 11 I I- I - FOUNDATION 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 - I . I Ir It (3)ROWS OF 5* (3)ROWS OF 6�Y4- I I&Pn - f I I 0 *4 A f 0 't Z SIMPSON . �11_ j . - -K? I _***,� It TRUSSLOK TRUSSLOK I I I I . I 413 DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) � .1 . I . , _1 . SDWC1 5600 1 1 1 . � I I . I . - ENGINEERED WOOD ENGINEERED WOOD , . I 11 SEE ROOF � . FASTENERS 0 24'*o.c FASTENERS 0 24"o.c I .1 � - $ 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'#3:4 48" O.C. OR ROD CHAIRS: FRAMING I AS SH OWN ASSHOWN l000000' 0 00 PROVIDE CON11NUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING WHERE PERMITTED, SHALL BE 48 PLAN FOR ' SIMPSON . CORNER WALL INTE I BAR DIAMETERS I I �: 1. I ; I I � I . DETAILS. : , SHEj THING MAY SDWC1 5600 1 CONDITIONS CONDITIONS . � I I � . ", 1. ,� I SIMPSON SEE ROOF CONCRETE SLABS ON GRADE: I I . - SIMPSON . \-TERMINATE AT _/ FRAMING 3-PLY 4-PLY : q SDWC1 5600 NOTES: F� � SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6n AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT'FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 112'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNA11VE METHODS. I - SEE NOTE 1. I DETAILS. 14" L\A_ AND GREATER 2. "-- DENOTES 3"xO.131' GUN NAILS 0 6- O.C. VERTICAL. 0 I I I � . . 7 1 TWICAL CONNEC11ON 3. a DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 0 � WOOD FRAMING SPECIFICATION& . d . I �, I 5" ,� HEEL < l'-Om NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED. . ; . U 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 WITH MASONRY, CONCRETE OR I� 1. TYP. CONNECTION AT STUD COLUMNS, � 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 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: , . MBLIES, CORNER POST, ETC. It STAINLESS STEEL 1. TOP PLATE TO STUD S11WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. A 2. H2.5T'MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY � , � I PRE-ENC4NEERED WOOD TRUSSES. AT TOP P. LATE TO STUE, SPACE 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 IN3TALLED AT ALL TRUSSES AS 1*005� ROOF TRUSS CONNECTION t, 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 B%KING PER 'COMMENTARY AND r6-%N BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT M[ULnPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS;. WHEN USING (2) STRAPS ON . I m .. . .1 . !, I 11 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. � . 1 . I . � . \-�_O i : \Z�/ � I � ROOF COVERING SPECIFICATI I I � I .1 I I I�. I KING STUD TO TOP PLATE: N TRUSS TO PLATE: DESIGN QNS* . I I I I I It. I � SDWC SCREW � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING70 'THE MANUFACTURER'S REQUIREMENTS. CLAY . I � NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: I I I .. . i t SEE DETAIL AT RIGHT. NOT REQUIRED I TOP PLATE M HEADER--FASTENING, � I ENDS OR OPENINGS LESS AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLA11ON MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED I i� ( FOR GABLE ENDS. 11 SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA I I � �, . ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGK AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. 1. Ir � . -i I- -I I KING STUD: TO TOP PLATE: , THAN 4'-6" � FOR GABLE ENDS. I ,-. : . I I 1 - WATERPROOFINGD � I .. - I 11 I I .1 . i TOP PLATE TO HEADER FASTENING: a _..; � : - AND 1. . . . . � . NOT REQUIRED AT GABLE- I / THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. . I � I ENDS OR!OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED 0 1 1 11, I I - m � I - I � FOR GABLE ENDS. 1. 1, 0 11 �4 1, ,THAN 4'-6* I (...) - I 0 - I 11 I I I I - - - I - - I ... k % WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND A3' BREVIATIONS KING & JACK . ' . 1� PLATE TO HEADER: I I F _� I GENERAL \ I I III, KING & JACK I ! SDWC SCREW 0- CONNECTION STUDS- SEE PLAN- . I I _/ - -L P ' INTERIOR LOAD BEARING WALL 1. %. �, 11 i '. : 24" O.C. TYPE FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN BUILT-UP PDST IN THE WALL I ... (2)12d TOE I - - -_ I I I � 0 . ...) HEAD QR. SILL - - - -__1__L TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. 4*0 _�::� GABLE X-BRACE, SEE DETAIL 10150.1 I- ; - - NAILS E.E. - \ _U_ AD �,,, I DO NOT SCALE DIMENSIONS FROM �. -000 th A I 1_31/201/2 x1/4 ,. 6' OR S�IL ^ .�14� V",�IFTIESE DRAWINGS.IF A DMENSION IS . I I PLATES SEE L <�I� 2X6 WALL . . UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS ___ 80-000 :_ I �-(MIN), SCHEDULE IV- - PLATES ;FF - � � ls� 11 O" I L 4 x 3'/2"X'/4 609 H6-1/, HEADER SIZE, JACK AND KING STUD � I I ARCHITECTURAL DRAWINGS OR FACE NAIL (2-16d) 3-GUN NAILS " I 19 QUAN TITY. ROUGH OPN'G, SEE ARCH SCHEDULE Fimm*m ,,I� � m i DBL TOP PLATE TO STUD 1_501/2 mx1/4 I .6" 1 0,_0" --------- HIDDEN LINE DESIGNATES SIDE OF I 1. . I HEAD QR. SILA _iv KING STUD TO FRAMING BELOW: ,N!��IIII"` RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6" . - WALL THE SHEARWALL SHEATHING I 11 I 1 . I . . 11 CS18 STRAP w/6-10dxlh* RO H OPN'G, SEE ARCH " SW . . I I - . 1_601/2 Y/4 .1 6 . 12'-O" _ NAILING: TO BE APPLIED. 8d 0 3/6 .I .. � 11 SCHEDULE NAILS EACH END. STRAP -11.- - I - PLAN NAME CEILING JOIST To TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 8dO3w/6* DESIGNATE . . KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR '1 L 7 x 31/2"X1/4 - 6m - 16'-Om _ ,1 I O.C. EDGE & 6" D.C. "IN THE CONNECTON: IMPSON ROUGH OIPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. I - - ---- r CATALINA - SHINGLE CEILING JOIST, OVER PAR11TIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD* IT IF 1. STEEL LINTELS TO BE MINIMAL 3611 1 SHEARWALL HOLD,DOWN IS-\ STRAP NOT REQUIRED AT THE-\ I - I I 1. DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS - LINTEL MUST HAVE CORROSION _. , BRICK ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT - .- - FOLLOWING: GABLE ENDS OR N : - __ I H 1 CS KM /LAP RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY JACK TRUSSES LESS I � SDWC C I JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I MANUF - Manufacture THAN 8' OR OPENINGS LESS 1.1- I I � : . DATE L-.-WEATHER MONC - Monolithic I � 1-1 THAN 3'-6" �1 &t r ' RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS . .. I r I I 11 If IALL �i� - I - 2. LINTEL MORE THAN 80-Olp. SHOULD BARRIER BRIG - BEARING OC -,On Center I � HEADER :1 08.18.16 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS NRY UNIT OSB - Oriented Strand Board I ! '*� � a 0 1 - BE LATERALLY SUPPORTED NOT TO DBIL - DOUBLE PERP - Perpendicul ; I salm Iwo r SCALE ' I or A A 11 - T4 - I -i -_ ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS T. O.C. w/ 2-1/40" WD. DIA - DIAMETER PRE 17NG - Pre Engineered I �'.. . . � .... � ;: S NOTED - LINTEL I �� .''.1, .. � ,0: �, 4.. �_ . - I j -,,,� KING STUD TO FRAMING B , �. . .* .*.4* . .: .A.*_ 'j:. -'. '..*,-'. . I SCREWS INTO HEADER PROVIDE A 1/2' PSF -- er Square Foot . . I . '.4 Id.., ... I. I CS18 STRAP W/6-10DXlh 01 IT F ' LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. 0 EDGE ATTACHMENT . , A . . . . "�. ., ,w .." . 2�4 11 11 11 I � . � . .A ., 4 . . .,. ,.10 : � . � . , I k 11 - 4 NAILS EACH END. STRAP VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 PSI - Pounds per Square Inch � - . .& �I, - . I cj CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS - EOR - ENGINEER OF RECORD ' PT - PRESSURE TREATED 0 STUD OR 11 11 INTERIOR OR EXTERIOR SI E . E TI TOLL-16-00493 . - 1: I � 3. BRICK VENEER ATTACHMENT- . QT - Quick Tie I R 2XIIO "N� . SOLE PLATE CONNECTO L BLOCKING FASTEN- � STRAP NOT REQUIRED AT r" ,- I L�_ mmft--e��?,�4 . T TOE NAIL (3-16d) 4-GUN NAILS L I OCATED WITHIN 6* OF STRAPPING NOT REQUIRED A _U�L_ w/8-10d COMMONS �, - CONTROL No. . T 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce AT LOWER LEVEL HEADERS--/ ' � GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL ,(16d 0 16-) GUN NAIL 0 8- nES 0 12" O.C.. (FOR 110mph . HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL ---- I FDN - FOUNDATION I ,,�, . SPF --.Spruce Pine Fur MULTI STORY ; _. .- I�_ JACK TRUSSES LESS NAIL SPECIFICATIONS WIND-ZONE VERT. TIES 0 16"! O.C.),i, -BRICK LINTEL, FT - FOOT I ISYP - Southern Yellow Pine HOLD DOWN IS I SPECIFIED SINGLE STORY .'i MULTISTORY THAN 8' SHEET 3"xO.131"0 = GUN NAILS 2"xO.113"0 = RINK SHANK AT ALL OPENINGS SPACE TIES WITHIN ' � SEE SCHEDULE FTG - FOOTING THRU - Through I (STACKED WIND ', THAN 31EW"W'Eff�bR CODE*COMPLIANCE 12" OF OPENINGS. PROVIDE3/,."0 WEEP TYP -- Typical . TYPICAL H ADER STRAPPING - (UNSTACKED W1 CITY OF ATLANTIC BEACH � 2"xO.113*0 = 6d 21/2"xO.131*0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted . ccII: 0g:Rm1zS rsr%a A.00PRONAL Soso � .VERT - Vertical ol IF 3"xO.148"0 = 10d 31/2"xO.162"O = 16d FLASHING. . OF BRICK LINTEL I � . 11� .I I . I 1C . - ---k-./ " . . .. . . , , * * - - __ - - I " 3__ ____ ' L .. SEE GENERAI __ , r 7111m] &I !v-�, I I�,��il`�"I I I fill A =11`1 N rl H �VMR M rVzAR _�� _ T C EADER1. ORA 4S PT . _ SEE _-) N_ T 4 1 _71----A- ,* I uF- -�`_ 0 -7i tc 1 71" ,.r .i� � I /0, I I J_` �`_ r =1 'I I -- - 2 DBL.- _CSEE 5/S 01 A-M 1� -\ 1 7V 1 7 . I VG . Y . _ S_ _ . . _, . . . . . .. . . . .� . 7 1-;I . I "*", ,_*% A", � *4" ' _-'' - - .. . U . A . , - , , -- I , _ _ .. . I .k._ ., . . �....., , . . L- -..--.f. �-11 --. .., . I , , L__�� ___� IF- -rf 4 rT_11 Q � - j r/ ` , - F� , *�; . , F4 W r7�10d 11p $eOVER LA mmi K. 0 I � I 0 1 1 I. I 11/2"xO.148*0 = 10dxll/2" 11/2"xO.131"0 = 8dxll/2" WWF Welded Wire Fabric \Z2.,O/ �: I REOUIREMENTS AND CONDMONS - .. - - I I I I I I � - I - - � I .- r I � I . REVIEWED BY: j .- t J�I C(,& , I L - I ; . 1 .4[ )ATE: - . I r . . I . . . : . . - . � I I 11 I 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4* O.C. FASTENED TO TOP- WALL SHEATHING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. -4- TO BLOCKING 0 3" O.C. N ATTACH AT EACH WALL STUD w/ 3-16 6" NAILS AT EA. FRAMING INTERSECTION. J'' MAX (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE AT SHEARWALLS AND =+ STUCCO FINISH 5-8d COM P)RCH SHEATHING, Lou Pontigo a n d HEADER EACH SIDE \S'E SPECIFICATIONS PORCH Associates, Inc. -LOW EK 16d COMMONS OF SPLICE 16d COMMONS Bi- 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER, 1 00 0 8m O.C. SHEATHING SPLICE 0 8" O.C. PEREENDICULAR TRUS 420 Osceola Avenue SEE PLAN. S 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT PORCH PARALLE FULL HEIGHT-- Jax. Beach,Florida 32250 PORCH POST, PER PLAN. DIETAIL B & FIRST INTERIOR TRUSS. NAIL -(2)MSTA24 CONT. RIBBON CONT. RIBBON TO WALL ANCHOR OR DTT2Z I STRAPS BOARD (TYP BOARD (TYP) 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA# 3579 I+L EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR ------------- FLOOR OF SPLICE TRUSS 013110N A SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POSTBASE: 1:11- ST -ABU44 STRAP w PO, 24" 16 GUAGE 4x4 POST. STUD WALL FRAMING OR JOIS OR JOIST. 2x4 SYP#2 "+- SHEATHING SPLICE DIAGONAL 1 Odxl)�" EA. END BELOW STRAP w11 1 6x6 POST.ABU66 w/ 2x SOLID BLOCKING FASTEN EA. 10dxl)�' EA. END LSTA1 2 FOLDED OVER TOP AT SHEATHING EDGE NO DOUBLE TOP PLATE 8d COMMON WIRE NAILS �kE R END W/ PLATE w/5-10d NAILS 10, Y* OSB or PLYWOOD PORCH. CONTINUOUS OVER- TO BLOCKING 0 3" O.C. RIM BOARD Y4` SLAB 6" ADER 4 3-10d COMMONS INTO TOP PLATE & 5-10d C $ n 0 EN r11/1 k, NAILS INTO BEAM. SPACE :,w N 0 ---------- - 1 A,I SEE PLAN T SHORTER THAN HTS1 6 MAX 0 48" O.C. OMIT IF WALL 2 WALL FRAMING STRAPS I SHEATHING IS INSTALLED _J MSTA24 WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING' %" ROD I C.) NO. IN VERTICAL JOINTS WITH LINE 01- STRAPS EPDXIED 6" MIN ON FACE OF BEAM ROOFTRUSS 61 OR JOIST--,,,,, WALL SHEATHING SHEATHING SPLICE FOR PERPENDICULAR JOINTS INSTALL FLOOR TO A NNECTION BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN MEW OF ELEVA110N MEW OF TRUSS CO OF PORCH HEADER PORCHHEADER SEE DETAIL B ABOVE A- AT SHEARWALLS AND EACH SIDE OPTION 1 T -GLIN CONTINUOUS 2x6 OR 2 NAILS W Id-L. AT POST AT POST HT LEDGER FASTEN WITH j, .40 S FULL HEIG R 110'�' R,�t .1� 8 SYP#2 TUCCO FINISH OF SPLICE V. QN ANCHOR OR DTT2Z OPTION 1 5-0.13lx3" EA. STUD. SPEb[FICAIIONSO OVER LAP SHEATHING APk j,R11 OPTION FLOOR TRUSS PARALLEL THING HOLD DOWN AT MIN. (2)2x4 WOOD I I'm (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS !/2 OR NOTE 1: OPTION B TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. DETAIL A C h r i s t o p h e r j S a bou ri n P E 'GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD (OR 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS, ARE INSTALLED FL P E#71461 -%NTYPICAL PORCH BEAM CONNECTION 1`7� FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 4YPICAL PORCH FRAMING DETAILS r3 V&*:N 4 WALL ADJ. TO ROOF CONNECTION ul SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE I'.*.�O AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS I TRUSS.-\- BOT. CHORD w/ 0.1310" 0 3" O.C. 2-SIMPSON H2.5T. B KO�FIELD ALTERAMON 2x4 SYP#2 CATS AT 12"_ FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF 01 FLOOR OR tt-----------t ----------t /rID CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP-- ,,�ROOF TRUSS. TRUSS- SDWC 15600 PONTIGO a ASSOCIATES PRIOR TO PLATE SHEATHING FASTENED TO 0 32" O.C. MO IFICATIONS WHICH MAY VARY COMMON.� MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS w/ 4-0.131 x3" 1/4 ----------- ----------44 r ir I FROM THE INTENT OF THE ORIGINAL SHEARWAI L 0 CONSTRUCTION DOCUMENTS.ANY MAX. OSB WALL ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH END w/ SYP#2 CONT. ATTACH OB D BEING APPROVED BY LOU PONTIGO a 3-0.1310" COMMON TOE NAILS J TOP PLATE AND TRUSS /0'__SHEATHING A-0 C ASSOCIATES MAY RESULT IN w/ 0.131xY 0 3" O.C. EDGE OF ADDITION L ENG 2x MAY OVERHANG TOP- PLATE. SHEARWALL-/ SHEARWALL OR SHEARWALL Jm44- EXTERIOR WALL SW bdg�IIZISPP SW 8d ROUGH OPENING, SEE ROUGH OPENING, SEE ALTERNATE A ALTERNATE 8 ALTERNATE C ALTERNATE G PER ORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT POST BELOW WITH 2-CS16 UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS161 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT OSB DIAPHRAGM. FASTEN ROOF FLOOR D 1 Od 04"O.C. SW BcI03/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z TO NAILER w/ (1) ROW 8d TRUSS.N' FLOOR 2x4 SPF#2 CONTINUOUS 2K TRUSS. 0 3" O.C. FASTEN TO TOP-- LEDGER FASTENED W 8dO3/6: HTT5 OR HDU5 W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECT10N PLATE w/ (2) ROWS 7/10 OSB TRUSS WEBS WIT CONNECTION KING 1 1-1 ,4 i SOL' PLATE ANCHORS fP1- SME KATE ANCHORS CONNECTION UPLIFT CONNECTOR UPLIFTCONNECTOR OF 8d 0 3" 0.C. .0m BLOC W/3-0.131 0" aw :, SHEARWALL NOTES: TEE SCHFDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT PANNEL I FLOOR COMMON. 2x4 SP T T 1 1. AT ROOF TRUSS, A H2.5T 0 32* O.C. TOP & BOT A SYP#2 2x4 NAILER FASTENED ALL AROUND F�,,AMING CONTRACTOR MAY SHEARWALL NOTES LS18 0 32" O.C. CHOOSE A,B.C,D, OR G. 1. PROVIDE 3W OSB SHE HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 112 PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2)CS16 STRAPS -0.1310" NAILS 0 6* O.C. O.C. FASTENED TO TOP C MMSTA24 STRAPS C (2) ROWS 0.1310" 0 3" O.0 3 2. USE ALTERNATE A. INTERIOR A PLATE w/ 4-0.1310"; AT EXTERIOR WALLS 2- PROVIDE,,tA MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROO SEE PLAN D FULL HGT THREADED ROD SEE PLAN SHEARWALL. SW-2 COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWWAT BASE (U.O.N) N) OR HTT4 HOLD DOWN AT BASE (U.O. 5,*WNAILS SHEARWALL OR TRUSSES. EXTERIOR WALL ALTERNATE Q ALTERNATE E (TYPICAL) FASTEN ALL INf�RIORZIV TO ROOF OR FLOOR TRUSSES PER 5/SO.1 3. USE ALTERNATE ALTERNATE F E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O U TRUSS ATIALLIMENT 5 S TYPICAL SHEARWALL ELEVATION V*M 7 �EA V* HEARWALL ATTACHMENT AT ROOF Et FLOOR t6 /Q��H DER TIE DO PROVIDE.SOLID BLO'_'KING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Uj SINGLE ARACING NOTES AND SPEOMATIONS 8d COMMON NAILS L 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" O.C.(TYP) ROOF NAILS (TY 2x4 SYP#2 OUTLOOKERS TRUSS BRACING TRUSS 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FAS EN-) FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. AT 16" O.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOEN�ILS OUTLOOKER TO TRUSS. (UON) FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. 6_10d (1)DIAGONAL BRA �R mi in if ROOF SHEATHING COMMONS TO BACKSIDE OF WEB. 101 THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSSJ ANGLE 101 ROOF TRUSS BRACING APPLIED TO WERE NOTED ON TRUSS MFR. SHOP SYP#2 SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. 1.1 DRAWINGS. THE CONTRACTOR SHALL LEDGER ATTACH DBL. SYP#2 L NAILS FROM RAFTER TO LEDGER I- LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER 0 TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP I I BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED I-BRA E FASTENED TO 1.1 BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. I I PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH ALI TO BOTH H3 ABOVE LESS THAN 4'-Om FASTEN w/10d COMMONS SAME SIZE, SPECIES, 1.1 TRUS NTH 2-8d COMMON NAILS. AT VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH AND GRADEAS WEB I I GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTE /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-/4"Ox6" SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND I I (APPROXIMATELY 45%) TO THE 0 776-1250 2x8 w/ 8-0-1310m k. LOCATION. LE MORE THAN (1) LATERAL 101 T EXTERIOR PERPENDICULAR 2346-3125 2x12 w/ 8-1/4"Ox6" SDS SCREWS BLOCK TO DBILTOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING 1251-1540 200 w/ 10-0.1310* PLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 202 w/ 12-0.1310" IF 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 TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 1 0.1310" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO I ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT V 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�11 Od LSTA12 0 48" O.C. Q& DBIL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM- COMM,ONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. f TYPICAL SDWC15600 0 36" O.C. OMIT IF 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS /100,�O GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING S TO LEDGER CONNECTION BY TRUSS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. kswj NOTES:,,''. 1. SPACE GABLE END BRACING 0 4-6" MAX. \-�i SCALE: 3/4" l'-O* MIN 2 PLY S ID FRAMING SO NEER. NOT SHOWN FOR CLARITY %%"POP MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 F IN LIEU 0 TUDS IN LIEU OF 2 STUDS ITS ACCEPTAB DETAILS ITS ACCEPTABLE GIRDER TRUSS 7i FULL HEIGHT TO SISTER A TO SISTER A OR BEAM C4RDER TRUSS WASHER OR BEAM MIN 2 PLY 36" LONG STU) 36" LONG STUD PLAN 1XI ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- r @ FOLD OVER TOP PLATE (2)MSTA24 STRAPS ANCHORING SYSTEM: THE THREADED ROD ANCHORING 0.13lx3* GUN 0.1310" GUN NAILS FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR SOLE DOUBLE, -FULL HT. SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN-\,, NAILS (2)MTS12 (2)MTS1 2 UPLIFT - FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS r 0. PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I A I S I -a-- I I J N T SCALE DIMENSIONS FROM DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE DRAWINGS.IF A DIMENSION IS SEE PLAN W/8- Y�"Xi)j" PLATE TOP PLATE, PROVIDE A 2mX 2*x )V STEEL WASHER. f UNCLEAR REFER TO THE WALL S71UD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS 0. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT (2)H2.5T CONTACT THE E.O.R. MINIMUM 2 PLY LTT20B THREADED ROD \-(2)H2.5T ROD FULL HEIGHT L.-_ I_ ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD� WITHIN 6* OF MINIMUM PROVIDE A HOLE IN THE PLATE 34' LARGER THAN THE THREADED OD ', -THREADED ROD 2 PLY-\ GIRDER (SEE PLAN) 2 PLY LAN NAME p SEE PLAN DIAMETER OF THE THREADED ROD USED. MILE TURN TITEN HID AT 2ND STORY 0 0 AT 2ND STORY ELEVATION THREADED EPDXIED 4" MI STUD STUD SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE /--COUPLER TIGHT ROD EP I STUDS PRO\ADE OXIED STUDS PROVIDE CATALINA SHINGLE ------ Q�9 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE r 7.5" MIN r 2 CS18 STRAPS STEEL COUPLER 1 CS1 8 STRAPS Y2" THREADED ROD WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE DESIGN/DRAWN/CHECKED AT BASE OF STUDS (OPTIONAL, LOCATE FULL HT. AT BASE OF STUDS EPDXIED 4" MIN. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED T`ITEN HD ROD COUPLER 0" SIMPSON J[LF�OOR TO FLOOR) 11 AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO f��OO�R) CS KM /LAP VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%-X-04") MINIMUM AT TOP PLATE AT SILL PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLAN DATE STUD 7W NUT AWYE THE UPPERMOST PLATE OWL BE SIMPSON DTT2Z ROD = DTT2Z 08.18.16 FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVIIER 7HE WMIER TO A SHUG-TIGHT W/8- X'"X%* HTT5 R OD = HTT5 FLO�R CONDITION PWS ONE-HALF TURN OF A STANDARD SCALE FRAMING 11IRENCH (APPROXNATELY 30 FT.-LBS. OF TORQUEJ SDSSCREWS BUILT-UP POST, BUILT-UP POST SEE PLAN. SEE PIL THREADED WE TO SHRIINIKAGE AND COMPRESSION OF SULDIING AN. AS NOTED FULL HEIGHT CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE LPA No. THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE ".-M OF TORQUE AFTER ALL TRADES ARE OOMPLETE AND TO IIN&JILATION. SEE PLAN PER PLAN. 3/8 1400 14"o 2x2x1/8." 4*0 4" 2" 13" TOLL-16-00493 A -I-EMBEDMENT 5/8 Wo 3/4"0 3x3x/4" 7.5" 12" :W 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20EL CONTROL No. DRILLED & EPDXY ANCHORED. SEE INSTALLAMON OPTION 1 ALTERNATE FOR ALTERNATE FOR DEPTH Q MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHt ANCHOR REQUIREMENTS FULL HEIGHT ROD K FULL HEIGHT ROD FULL HEIGHT TR ' SHEET WALL SECTION THREADED ROD INSTALLATION CHART MW POLL HEIGHT, ROD ALTERNATE 8 HOLD DOWN ATTACHMENT DETAIL FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM /11�3 )6"T&HMENt� FULL HEIGHT THREADED ROD /* 11�5 6 GIRDER B V*1EN 1 R ' S061 0 \,SO.1,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE SO.1 THIS DETAIL ONL AUP.L1 N PL 17 -,-to'./ 3E rj AB WAL OD R SEE AND V�l OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE .. . . . . . . . . HEADER AT TOP OF ROUGH OPENING 5/s"O THREADED ROD . . . . . . . . . . E . . . . . . . . . . . . . . . . . w/3x3x'/4" PLATE . . . . . . . . . . . . . . . . . T.R. S . . . . . . . . . . . . . . . . . (ONE IN SIDE-\, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL) MAX GARAGE HEADER, GAOAOE HEADER, Lou Pontigo and SEE PLAN-\ SEE.PLAN Associates, Inc. TEXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue : 0 (2)2x6 —(2)2x6 SPF 2 AS SHOWN. JACKS Jax. Beach, Florida 32250 -0908 Fax.241-9557 AND (1) 4'-Omx4'-O" PIECE OF WALL .242 KING.\ (2)MSTA24, FL:CA# 8344 SC:CA# 3579 SHEATING INSTALL AT UPPER HTT5 w/ (2)MSTA24-/[,] CORNER 1" BELOW GARAGE HEADER %" THREADED ROD ON EXTERIOR STUD (TRIMED As QETAIL A I EPDXIED 12" SHOWN) WALL HIM&- S HEATHING FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS ALWAYS PLACE HTT5 w/ CS18 w/7-10dxlX" IN 3* GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING HEADER AT THREADED ROD EACH END 0 48" ENS" (STUDS, BLOCKING & SILLS) TYP. TOP OF ROUGH EPDXIED 12" OPENING O.C. STRAP CAN BE % HTT5 INSTALLED EITHER A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w 3-16d SINKERS JACKS AND KING G FACE OF STUD 0. 61 STUDS PER PLAN. CS1 8 W/7-1 0dx1)j- EACH END 0 4800 5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN APCANBE INSTALLED EITHER FACE OF STUD a:�! f ig STUDS DRILLED AND EPDXIED w/ 12" EMBEDMENT q -Z 00 GAR 'CZ OR I 0!�- FL60k *dkENtU..Z5LAE1 ��d AT FLOOR & 3x 8d 03 E FLOOR 'RUSSES- TRUSSES TRUSSES _j AO:E OPENING. :z JOIST. OR JOIST. OR JOIST. M SEE 4, OP TI ON B BEA OPTION A Christopher j Sabourin P E OVERLAP PLAN STRAPPING FL PE#71461 SHEATHING OP71ON Q DROPPED BEAM REVISIONS DATEN)I V&*N GARAGE PORTAL WING WALL GARAGE CENTER WALI FRAMING , 3 WALL STRAPPING OVER BEAM 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \�,�.3 SCALE: 3/4" l'-O* 0 so. 1WS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4 FIELD ALTERAMON CONTRACTOR SHALL CONTACT LOU PONTIGO 8t ASSOCIATES PRIOR TO STUD TO MAKING ANY STRUCTURAL FIELD P PLATE* MODIFICATIONS WHICH MAY VARY SDWC1 5600 SCREW. FROM THE INTENT OF THE ORIGINAL 0 320 O.C. ROOF SHEATHING PER -1-MTS12 STRAP CONSTRUCTION DOCUMENTS.ANY CONSTRUCTION SPEC's FIELD ALTERNATIONS MADE PRIOR TO 0 EACH RAFTER BEING APPROVED BY LOU PONTK30 ASSOCIATES MAY RESULT IN 10d COMMONS ADDITIONAL ENGINEERING OR 0 6"o.c //_1/2"x10" S.S LAG BOLT 2x6 SYP#2 LEDGER ROOF SHEATHING PER STUDS TO TOP PLATE STUD TO BOT PLATE* w/3-#80)�' WOOD-,,, CONSTRUCTION SPEC's ROT PLATE TO TRUSS SDWC15600 SCREW. ,,---2x6 SPF#2 RAFTERS CONT. WA ROOF DECK TO SCREWS 0 16"O.0 X"xW LAG SCREW 0 32" 0.C. SHEATHING. 2x6 SPF#2 RAFTERS 0 24"o.c 2x6 LEDGER INSTALLED BLOCKING w/ 8d ALIGNED w/ STUDS LL AT EACH FLOOR TRUSS-*,%,\ 2x6 SYP#2 LEDGER OVER SHEATHING w/ COMMON 0 3* O.C. WITH ROUND WASHER 7Z H2.5T 5-1 Od 0 16" R.C. w/2-1/4"x6" SDS //7 - - - SCREWS 0 16"o.c Z-ROOF z TRUSS ------ ------ x4 SYP#2 LEDGER 2K 2K w/2-#8x3V' WOOD--"*'� U (D WOOD BEAM PER PLAN SCREWS 0 16*0.0 5-10d NAILS 6x6 POST SEE PLAN V) CEO CEO cim CEO STUD TO qQT PLATE: 4x4 HORIZONTAL LEG 2x4 BLOCKING 0 48" 1-H2.5T 0 2x4 SPF#2 JOISTS ROT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 560T�`SCREW. 3-10d TOE O.C. FASTEN EA. END EACH JOIST ALIGNED w/ RAFTERS 0 NAILS w/ SDWC15600 SCREW A"x3h" LAG SCREW 41��_ - Ak_ -%"x8" LAG SCREW 2ND LVL ,6 INSTALLED SIMILAR TO �P EACH SIDE WITH ROUND WASHER RECESSED F_R ELEV V TOE-NAIL APPLICATION. 240 ARCHITECTURAL 4x4 DIAGONAL BRACKET -%%8" LAG SCREW WALL FRAMING U FRAME UP EVE STUDS CONT. TO 2ND 4x4 VERTICAL LEVEL TOP PLATE. 2x4 BRACE. FASTEN EA. END w/ (4)1 Od FACE NAILS. ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND TRUSS OR BEAM PARALLEL TO WALL ABOVE CONNECTORS AND FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL WALL STRAPPING DETAIL SHED ROOF BRACKET DET,9%IL BE STAINLESS ST I EEL SECTION SHED--ROOF BRACKET DETAIL Uj THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \ZZ.J2 SCALE: 3/4" 1'-0" 0 LIJ 4%t z MISC FD,&MING DETAILS 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CATALINA - SHINGLE DESIGN/DRAWN/CHECKED CS LAP DATE 08.18.16 SCALE ASNOTED LPA No. TOLL '16-00493 U r7 CONTROL No. HI P 7--- N B I E SHEET C N Smpi 6 CT SO*2 J� sHEET 3 OF 9 k,jY SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL CONNECT MONO TO DESIGNATES SLAP RECESS Lou Pon-tigo and CONNECT MONO TO —T—BEAM OR 'MUSS, SEE PLAN Associates, Inc. 12x12 MASONRY PIER BELOW STEMWALL N/2—#5x3O" ARCHITECTURAL COLUMN STEMWALL w/2—#5x3O' ABOVE. TOP OF PIER IS 6 0) 11 DOWELS EPDXIED 4 DOWELS EPDXIED 4 PAD FOOTING, 420 Osceola Avenue ABOVE PAVERS. REINFORCE MIN. (TYP.). S1.01 MIN. (TYP.), SEE DETAIL Jax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 w/2—#5 VERTICALS (TYP.). 9/S1.01 (TYP.). FL:CA# 8344 SC:CA#3579 N 2$6 A;9 9 X 7X7 L LL F2.5 F2.5 0. PAVERS E'N' s BY OTHERS 1 00 tl S1.01 0. S1.01 E IF <4� CONNECT MONO TO RIO - '010 00 STEMWALL w/2—#5x3O co PROVIDE SAW CUTS PER DOWELS EPDXIED 4 5/S1.01, BUILDER TO MIN. (TYP.). PAVERS COORDINATE WITH FINISH 0) Christopher j Sabourin PE BY OTHERS FLOOR MATERIAL. I ks�L-0�1 FL PE#71461 C4 o/ 0 6 r��ISIONS DATE �Si.01� I T- S1.01 F2.0 F-1 ^8 N% V1 J 179-2" S-1�d 6. 4P-900 1.2- -1 3 —1 5 —399 3 -5 L I I S1.01 Jq 0* 81-5$1 130-2l" 1,00 orl 20 F"IELD ALTEzA-nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR To 0 MAKING ANY STRUCTURAL FIELD 00, MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGML CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 13EING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN 1,44 --tIF/K, TT ADDITIONAL ENGINEERING OR 1:96 X-m— V 'x' �XN!gx:Xg*X'X" 1 1% IN I 1 _ [— — — — — — — — — — — -7 _j L q CONNECT MONO 4) 6 1 6 �1' TO STEMWALL S1.01 I 1 00 S1.01 41 01 w/2—#5x3O DOWELS EPDXIED L9 0 4" MIN. (TYP.) V) SAWCUT of I�L'V1 PR #4x4 COF)NER ACK BARS-`z '16q'I In.Y. AT 8LA4 ID-DEPTH. T -7 -loft 1 13 74 S1.01 4< 6 J1 :D 48 x20%1 2" DEEP n S1.01 FOOTING w/ #5 @ 12" < co O.C. EA WAY BOTTOM 4" CONCRETE SLAB w S1.01 FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 0 1 SAWCUT WWF ON 6MIL VAPOR BARRIER LU IN PREPARED GRADE. LO r -011 16 0o, U-) f 7 _j -T E L CONNECT MONO T !EI 4 ORCE GARAGE STEMWALL STEMWALL w/2—#5x3O 24" O.C. SEE 3/S1.01 (TYP.). DOWELS EPDXIED 4 NVO MIN.Ii,(TYP-"o ' DG- FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR FOUNDATION PLAN PLAN NAME FOOTING SCHEDULE AND NOTES SCALE: 1/4" 1'-0" CATALINA - SHINGLE BOTTOM BARS DEPTH WIDTH LENGTH TYPE DESIGN/DRAWN/CHECKED V-0010 CS / KM /LAP 3-#5 EA. WAY BOT. 20-0" 2*-0" F2.0 3-#5 EA. WAY BOT. V-ot* 2t-6fv 20-69' F2.5 Ak DATE 10 3-#5 EA. WAY BOT. -opt 3#-Osv 30-0" F3.0 F11'Lt.�r: 08.18.16 SCALE 4-#5 EA. WAY BOT. 3#-61* 31-6 op F3.5 4-#5 EA. WAY BOT. V-0" 4'-0' 4#-00" F4.0 AS NOTED 4-#5 EA. WAY BOT. 1 f-opt 4 11 6" 4s-600 F4.5 LPA No. -16-00493 TOLL 1. THIS FOUNDA71ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, CONTROL No. S STEP HEIGHTS, ECT.. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR H P REFERENCE ONLY. SHEET 9N B T 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 AC INS, TI N PROCTOR IN ACCORDANCE WITH ASTM D 1557. SOO 71 1 Fr—r- 11T� S 0 o' SHEET 4 OF 9 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. CORNER BARS (TYP.) SEE 3/SO.O Lou Pontigo and FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN. ".1 LAYOUT PLAN AND L SEE ARCH PLAN PERMANENT LATERAL /09 -1 11 - 420 Osceola Avenue z-SLAB ON GRADE SLAB ON jax. Beach, Florida 32250 52 .SUPPORT DETAIL. 4 1 r Ph. 242-0908 Fax.241-9557 -SEE PLAN. RADE, 71 SEE PLAN. IA-Xd "�4 GRADE OR CONC. SLAB, SEE PLAN ER j- q4 #4 DOWEL TO MATCH VERT. 8" CMU STEM WALL W/ OD GhN4 SHOWER PAN SL ES TO DRAIN, SEE ARCH SLAB ON 4 #4 VERTICAL DOWELS @ 24" O.C. GRADE— STEMWALL SCHEDULE STEMWALL REINFORCING (SEE PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 1A 4 900 BEND INTO FTG. 23t CMU REINFORCING -d FOOTING. LAP VERT REINFORCING COURSES 4 - -4 4 1 , r�\\ -1� " SCHEDULE) w/ 6" HOOK INTO . z SEE PLANE 00 A 17 25" IF STEM WALL IS GREATER < NX 1 TO 6 #4 VERT. 0 48"O.C. OF LLJ A, 71 In 0 00 OR 10.--* -MWA 7 TO 10 #4 VERT. @ 24"O.C. TE THAN SES. 1:1 T: �COUR LLP CONTINUOUS CONCRETE 00 Vz CON T. �CONCRETEJ fOOTING 11 TO 12 #4 VERT. @ 8"O.C. FOOTING STEMWALLS OVER 6 COURSES TO 8"d x 16"w 0.1—STORY, w/(2)#5 CONT. N 3" CLEAR /h YP HAVE TRUSS TYPE HORIZ. JOINT 1 O"d x 20"w _OT 2—STORY, w/(3)#4 OR (2)#5 CONT. C h r i s t o p h e r J Sabourin PE REINF. BETWEEN EVERY OTHER 10 x20" FL PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. .............. r�OVSIONS DATE r_T-� STEMWALL FOOTING f-`_2� FOOTING. w/ SHOWER RECESS 3� GARAGE STEM WALL -�01 SCALE: 3/4" = V-0" S1.01 (IF REQUIRED)� S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE K'7�1&0 ALTERA-nON PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO (1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHCH MAY VARY FROM THE INTENT OF THE ORJGINAL CORNER BARS (TYPICAL) CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 12" HOOK INTO SLAB. ARCH. BEING APPROVED BY LOU PONTK30 a ASSOCIATES MAY RESULT IN (411 MAX. ADDITIONAL ENGINEERING OR EQUAL TO SLAB INSPECTION FEES. THICKNESS. SLAB ON GRADE,--�'v 7B @ SLAB RECESS SEE PLAN.---3 BRICK VENEER IS z ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING ELASTOMERIC SEALANT—\ /SEE PLAN WALL FRAMING—\ 2—#5 CONT. SIZE. 8 CMU STEM WALL W/ 1 DEEP SAWCUT w/ SLAB ON GRADE, It SLAB ON #4 VERTICAL DOWELS @ 24 O.C. STEP, SEE ARCH. PLAN. - I. -,,,-SLAB ON �4' GR GRADE- 90" BEND INTO FTG. SLAB ON ADE iiSEE PLAN GRADE, SEE PLAN. ---/ - . . co -SEE PLAN. N OTES: 4 . 4. 1) PROVIDE SAWCUTS TO' CREATE CONTINUOUS CONCRETE APPROXIMATE 16' X i 6:' Wxl. SQ. FOOTING 2) SAWCUT CONC.� SLAB WITHIN 4 TO 3 CLEAR--\ Fmm 7 t 12 HOURS OF -COIqC. PLACEMENT. OPTIONAL 8`px1 6pp p TYP Is 2" FLAIR 8 Sp x20" 1—STORY, w/(2)#5 CONT. 8"x16" 1—STORY, w/(2)#5 CONT. 4< 10 x20" 2—STORY, w/(2)#5 CONT. 8"x2Q" t2—STORY, w/(2)#5 CONT. n W/ 2—#5 CONT. -7 Uj #7 M 0 V) STEMWALL AT GARAGE SAW CU" DETAIL BEARING AT INTERIOR NO. FOOTING AT STEP-DOWN K-4 r5 r6 S1.01 SCALE: 3/4" V-0" S1.01 S1.01 S1.01 LLJ 0 Z Fn 0 TYPICAL WALL FRAMING /-AND ANCHORAGE PER U CONSTRUCTION SPECS. MATCH DOOR WITH, SEE ARCH. RECESS J—LSLAB ON PAVER BY 4. GRADE, SEE PLAN. BOND BEAM w/1—#5 0 ERS I SLAB ON 4j PAVING /I— GRADE, MISC z SEE PLAN. BY BUILDER CONCRETE STAND—OFF PAD TO 12"xl 2" 1#5 CONT. ,d '04 WOODPOST mi �n X FRAMING 2� X .4 MATCH ARCHITECTURAL COLUMN DETAIL 10B < 8" MASONRY 00 PER PLAN. E.J. DIMS. FOR BOX COL. W/#3 le, jd STEM WALL w/ DETAILS ZA HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE 6 00 w. A SLAB ON GRADE OR CONIC. 04 1—#4 @ 48" O.C. BRICK VENEER N CLOSED TIE AT TOP PER CONST. SPECS. SLAB 7 S ALT. FOOTING AT GRADE, p S� PLAN. SEE ARCH PAVERS BY EE PLAN. .o� T/PAD HOUSE 4- BUILDERS DISCRETION. FINISH FLOOR OTHERS 3 @ 48" 0.C. \fr\ 00 NOT SCALE DIMENSIONS ROM ROD CHAIRS (TYP.) Zrr[:�:;L r-1 iT JE UNCLEAR REFER TO THE THICKENED EDGE 8"X8" 4 10A .4 ARCHITECTURAL DRAWINGS OR —#5 CONT. 12 1—STORY, w/(2)#4 CONT. w/ 1 DETAIL 00 16 2—STORY, w (2)#5 CONT. PLAN NAME CONCRETE FOOTING (2)#5 CONT. CATALINA — SHINGLE 6"x8" EXTENSION FOR BRICK LEDGE ADD 1—#5 CONT. (SEE PLAN) 2" THICK X 20" WIDI DESIGN/DRAWN/CHECKED BRICK LEDGE DETAIL CS / K A MONOLITHIC EDGE FOOTING PAD AT BOX OLUMNS 10 THICKENED SLAB PORCH STEM WALL W/ PAVERS F Im"; C C DATE T� 08.18.16 SCALE SCALE: 3/4" V-0" SCALE: 3/4" V_0" -�01 I\ -�01 \�o 1 AS NOTED LPANo. TOLL-16-00493 CONTROL No. TH U N B I E SHEET AC IN C N S1001 I F7mM 0 US k- 4 ,14 X �54 X 'N..�H�EET 5�OF�9 �� SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN --- INE DESIGNATES SIDE OF WALL THE sw, SHEARWALL SHEATHING TO BE APPLIED. &J 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and SEE DETAIL 3/S0.1 FOR DESIGNATES SINGLE PLY HEADER AND Associates, Inc. BEAM CONN. (TYP.). 6S-1/1 JACK/KING STUDS NEEDED FOR 6x6 P.T. SYP#2 POST SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue w/ABU66. SEE DETAIL BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 (2)M-i/1 (2)2x6-1/1 ((2)M-1/2) (2)2x6 -1/1 2/S0.1 (TYP,). (3)2xl 2 (2)2x6-1/1� ANCHOR LEGEND FL:CA#8344 SC:CA#3579 (2 x1 2 T2 - V A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.l (0 1............. STRAP HEADER PER OR JS X X SEE DETAIL 3/S0.1 FOR A307 DIAMETER FULL HEIGHT �fmmprvto_ N N AN't - DETAIL 7/S0.1. lo"� X5 fH_READED ROD. SEE DETAIL 12/SO.l F.IN CN BEAM CONN. (TYP.). OSB WALL oe- A307 DIAME-MR 11AREADED 140. 14 HEADER TO JACKS SHEATHING. ROD TERMINATES AT FIRST FLOOR C4 ///--w/ (2)MSTA24. X % t TOP PLATE. SEE DETAIL 12/SO.l 04 A307 DIAMETER THREADED F 11'4 P F 2, 00 ROD TERMINATES AT FIRST FLOOR < U (95 'P TOP PLATE. SEE DETAIL 12/SO.l 0 R I 0'�*- OST. TRUSST24 ABOVE iz;" SIMPSON HT75 SEE DETAIL 15/SO.l to C-4 0 ;<,. Ch ri stopher j S a bou ri n P E STRAP HEADER PER "0 FL PE#71461 X 5! C14 SIMPSON DTT2Z SEE DETAIL15/SO.l _j DETAIL 7/S0.1. V) LLI FASTEN TOP OF o . ...............% 0 WALL PER-/ REVISIONS DAM� C_� DETAIL 5/S0.1. SIMPSON LTT20B SEE DETAIL15/SO.l X F-1 N 12" LONG UGHT GAUGE STRAP U-) LSTA1 2 FASTEN TO TOP PLATE AND STUD (4)2x4 X WITH 5-10d COMMONS 0 _j _j e-N m -SPF#2 :D _j N LL_ L1j LL_ < WALL STUD SCHEDULE (3)2x6 > POST. %L.0 3:: (AI C) X PLATE STUD SIZE V) C4 0 F- LOCA'nON SPF#2 m HEIGHT SPAC:ING (3)2x6 :D < w (:; m HEADER TO JACKS SPF#2 POST. \01 0 EXTERIOR W-10 2x4 SPF#2 0 16- O.C. �FIELD ALTERA-nON MAX POST. X C-4 CONTRACTOR SHALL CONTACT LOU w/ (2)MSTA24. Tf�USS FG01 ABOVE EXTERIOR lo'-1 2x6 SPF#2 0 16" O.C. 2C 12 MAX 2x4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PRIOR TO 63 - MAKING ANY STRUCTURAL FIELD EXTERIOR lol- 2x6 SPF#2 0 16- O.C. MODIFICATIONS WHICH MAY VARY 14'-0 (3)2x6 FROM THE INTENT OF THE ORIGINAL e 17- 3)2x CV,je Ck' lk CONSTRUCTION DOCUMENTS.ANY /0�\ FASTEN TOP OF #01 D SPF#2 INTERIOR lo'-Om 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO lb 410; + Id N MAX WALL PER POST. BEING APPROVED BY LOU PONTIGO a 6x6 P.T. SYP#2 POST 12'-0" 2x6 SPF#2 0 16" D.C. ASSOCIATES MAY RMULT IN )T. INTERIOR DETAIL 5/S0.1. I I MAX 2x4 SPF#2 0 12- O.C. ADDITIONAL ENGINEERING OR w/ABU66- SEE DETAIL L 11 2/S0.1. (TYP.) Ld ADWI, Ak I _j 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE > (2)2xl 0 P TO MATCH POST 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. m FROM ABOVE. PROVIDE POST TO MATCH POST CONTRACTOR MAY INCREASE STUD SIZE TO MEET < j L... -_j ARCHITECTURAL REQUIREMENTS. 00 STRAP HEADER PER X SOLID BLOCKING WITHIN X FROM ABOVE. PROVIDE 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN DETAIL 7/S0.1. 0 FLOOR SYSTEM. SOLID BLOCKING WITHIN z 0 YELLOW PINE SEE DETAIL FLOOR SYSTEM. T__11 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 00 1 U X V) N 1/SO.2. 0 N co N 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS F1 N TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* D.C. N MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT un LLJ > SHEARWALLS Eo -- \X, I w 0 _j r I m < --r- TRELLIS MEMBERS PER COMBINED USE PANEL NOTES < OSB W OSB WALL ARCH. FAStEN 0 0 SHEA G. SHEATHING. CL > w/ SDWC15600 SCREWS. 1. EXTERIOR WALL SHEATHING SHALL BE _j CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST LL_ U FASTN TOP OF < TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MUL11 STORY CONDITIONS w LL PER uj (3)2x6 Lo < U #2 DETAIL* 5/S0.1. 2. SEE SHEET SO.0 FOR WALL SHEATHING L==4A 11f SPECIFICATIONS. ST. (2)JACKS & 3. UPPER MOST TOP PLATE SUPPORTING ROOF 0" (2)KINGS THIS MEMBERS SHALL BE STRAPPED AS SHOWN IN STRAP HEADER DETAIL 1/SO.O END OF HEADER. PER DETAIL 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 7/S0.1. (3)2x6 SEE DETAIL 3/SO.O SPF#2 F_ Lij 2/SO.2, SIM. STRAP HEADER > 1 10 GENERAL NOTES POST. 0 TRUSS F1302 ABOVE PER DETAIL :D m 0 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 7/S0.1. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 04 to %�_' 1 11 SIZES AND SPACING. AT GIRDERS AND BEAMS, 1 0 (2)2x6 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER SPF#2 (2)JACKS k. CNI W_ 0 PLIES. 00 S X X FASTEN TOP OF PF#2 POST. _j (2)KINGS TIS N N V) WALL PER POST. < 2x TRUSS T03 ABOVE END OF 2. SEE SHEET SO.0 FOR ROOF AND FLOOR V) i US DETAIL 5/S0.1. w SHEATHING SPECIFICATIONS. PF#2 0 Of 1 0 HEADER. NO% TRUSS T02 ABOVE - 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE Ld PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TRUSS T01 ABOVE TOGETHER PER DETAIL 6/SO.O < (2)2x6 I < 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O SPF#2 SEE DETAIL 5. AT SHEARWALLS, PROVIDE DIAPHRAGM POST. F_ 11 11*ol 1/SO.2. ATTACHMENT PER DETAIL 5/SO.1 A I 1111 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 (2)2x8-_1/1� (2)2x8-1/Al A�ALL (2)2x6 (2)2x6-1 STRUCTUR BRACKET TO (3)2x6 I SHEATHING. SUPPORT 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING SPF#2 iRELLIS AND HOLD DOWNS POST. MEMBERS.ASHEATH GARAGE WALLS PRIOR TO CS-18 STRAPPING DETAIL BRACKET INSTALLATION. SEE DETAlk 5/SO.2 (TYP.). CS18 STRAP w/ 10" DO END LENGTH. FASTEN FIRST FLOOR THIS END w/ 9-10d. 1171 A Z _ r1%.m wo F MING WALL FRAMING z C) PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS lz_m UNCLEAR REFER TO THE z WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR z FIRST FLOOR FRVOING PLAN CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN SCALE: 1/4" l'-O" THIS END w/ 9-10d. CATALINA - SHINGLE DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD CS / KM LAP ALL EXIERIOR WALL 42" 0.C. DATE UNLESS OTHER NOTED F 08.18.16 SHEARWALLS SCALE 24" 0.C. (SW SI:103"/6-) AS NOTED LPA No. SOLE PLT 0 f WHEN NOTED ON PLAN L4 SEE NOTE 2 y TOLL-16-00493 77 CONTROL No. 1. IN,TALL SOLE PLATE ANCHORS PER DETAIL I L U S 3/30.0 SHEET N 3 1 E 2. AN'HOR SPACING SHALL BE AS NOTED. FOR EX MPLE - SOLE PILT 0 36" 36" ON.-CENTER SPACING AC IN ECTI NJ i S191 /Ib /o/ @ CN:LL_ 0 e, to X�04 DET� 00 17� X SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN N07ES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. TRUSS 2 5 2 420 Osceola Avenue SO.1 SO.0 FASTENING DETAILS SO.1 Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 4 CY) CNI FL:CA# 8344 SC:CA# 3579 A 1!1 1A A 1 6 SHEATHING. SEE t 01 001 , 0 01 ujg! 77M Z Zoo� ;HZIZZ,o X/000Z, V,/Zj. ./—DETAIL 2/S0.1. L0 0) 0) 40 0) C:) 0 0 C10 7 cv) ce), cie)�N ce) It Iq CV) 1 qq qq qq V ce) cle) cie) ce) 1) 1-) n n .1 LU LLI LL1 w W i W W W W W W W W W W N rT� ^2 \,,,i SO.1 J33 FASTEN CHORDS OF 121 Pit 0. TO WALL w/ 100 6 J35 .5 O.C. FURR BETWEEN TRUSS SO.0,,,,i,1 PORCH CEILING A� TA WiALL:ii_,., it EQ1611,R&D -,P, F "A A\ q. AS Fi 11 SHEATHING. SEE,� 11%7 ill �H T ORIWo 4,C, �,,o z iri, X, DETAIL 2/S0.1. STUD DIRECTLY BELOW FRUSS TOP PLATE TO T20 of 24 �'e, 0 C% r-%j 10 SDWC15600 STUD SDWC15600 HTS1 6 er a ou rin T21 SO.0 FL PE#71461 LSHEATH',CONT. T25 THRU LOW ROOF 'Opo EJ13 TRUSS TIE DOWN WITH SIMPSON SDWC TOI BEAM BELOW /FT22 P DATE HTS16 EJ1 3 Rafter to Top Plate shown T 3 russ o op a s milar 77 DIAGONAL EJ14 BRACES PER FRAMEUPPER LVL STUDS CONT. FROM Tl 4 Optimal 22)� SO11 SHEATH CONT. THRU. 6/SO.2 H 1 ST LVL TOP PLATE < co 10 LOW ROOF TO 2ND TO 2ND LVL TOP _j 3: 10, T"t _j 30' LEVEL BOTTOM PLATE. PLATE. DO NOT \-_��_o H 2 LL_ D il FRAME KNEEWALL T;19 1 M (2)H TS1 6 LL @ FLOOR SYSTEM saii ce) M1 r- in FIELD ALTERAMON ELEVATION. CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO IT---- HTS16 (2)HTS1 6 BELOW TRUSS MAKING ANY STRUCTURAL FIELD THDH26� 11 1 N X2*M0X MODIFICATIONS WHICH MAY VARY FGO1 FROM THE INTENT OF THE ORIGINAL FITS16 OR CONSTRUCTION DOCUMENTS.ANY 31 11 11 1 FIELD ALTERNATIONS MADE PRIOR TO KISTA24 BEING APPROVED BY LOU PONTIGO a FTD1 ME UPPER LVL STUDS SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN 24 C14 04 (1) CO C0 U) er�n ADDITIONAL ENGINEERING OR CON T. FROM 1 ST LVL TOP Oj D :3 TUD SDWC15600 T32 PLATE TO 2ND LVL TOP 11-1 V E 11 INSPECTION FEES. F1 I I jigij 1. Sloped—roof rafters may be sloped up to and including �41326� FT02 L PLATE. DO NOT FRAME /,A THD26-2 FT05 a 12:12 pitch and must be 'birdsmouth" cut. T33 SHEATH CONT. THRU KNEEWALL 0 FLOOR 2x8 SYP#2 LEDGER. 4 Reference detail 4 for installation instructions. LOW ROOF TO 2ND FT02 SYSTEM ELEVATION. FASTEN W/ 7-10d---' (2)HTS1 6 JUS24 I 11\D2 LEVEL BOTTOM PLATE. JUS2A / Q_ E 5 F08 @ 241, 0.C. FT06 (2)HTS1 6 SIMPSON SDWC INSTALLATION RANGE z T34 BRACE WALL JUS24 U LD F 2 PE 1/S0.1 JHD26 E 5 ^_ i F If F 8 FT06 0 r 9-va JUS2 T35 r C:) 0 THD26-2 SO.0 1W LL 0 N FOB LO Uj F EJ5 --OSB BLOCKING FT05 THD JUS2 LL- T36 _1`_PAN'EL PER FT03 DETAIL 511/$O.1� JUS24 V) ce): L-3 US2# F- F07 FT06 C:) FT04 JUS24 NNW F07 FT06 z THD26 W _j Lu I T 46 F06 OSB BLOCKING PANEL P_ _j PER DETAIL 5E SOA. THD26-2 (n < T o Of, ZA '(2)H TS 16 < 17 F05 FT05 T41 N. 2x10 BLOCKING T42 ell JUS24 STUD NOT DIREC 0 n H S16—j FT06 BETWEEN EA JUS2 BELOW TRUSS JOIST SDWC1 T43 U_ JUS24 r/ (2)H TS 16 j!Qjj Reference detail 2a for installation angle limit F03 JUS2f C4 r III 7105 1 V) THD46 3: T43 SDWC INSTALLATION _j offno JUS2,I I __+ ELOA r T43 THD46 OSI3 BLOCKING ; I T04 Rafter to Top Plate shown PANEL PER (2)HTS1 6 (2)HTS16 (Truss to Top Plate similar) JUS2f0 DETAIL 5E/SO.1. 2x4 BLOCKING. T04 T43 THD46 LU hr, FASTEN EA END T04 r5 SO.0 JUS2 W )10d TOE—NAILS. -.......... z T03 T43 THD46 (2)H TS1 6 STUD NOT DIRECTLY T02 BELOW TRUSS JUS2 F02 TRUSS TO WALL T43 THD46 w/ SDWC1 5600. A A N T01 THD46 n I WATERPROOFING Do not install SDWC in D D. 1 JUS2� 2 F13 J03 IS RESPONSIBILITY hatched area T4 TIi 3 ID THD46 L OF BUILDER. SDWC15600 F13 0 F02 14 1 H— le I!- _A1 1> I [> 11 1 X T44 &I F12 1/2- MIN S16 I 1=�� 2) W W 2* MAX HTS16 SO.1 _ I 10 OSB B-OCKING 5 SOA PA14EL PER SHEATH CONT. THRU SDWC INSTALLATION [�ANGE E/SO.1. SO.0 DETAIL 1) LOW ROOF TO 2ND LEVELBOTTOM PLATE. FLOOR AND D IXOOF TRUSS --Rafter or Truss minimum edge PLACEMENT distance for full Products Roof Truss or ---o Floor Truss Connector List Connector List values (with Splice may be in upper or PLAN without a plate lower plate PlotlD Length P rod u pt Plies Ne' 't' Qty Manuf Product ' Qty Manuf Product Qty TRUSS ROOF RAFTER NOTES: STRAPPING NOTES splice) FB02 22-11-08 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 4 4 1� USP JUS24 7 USP JUS24 20 DO NOT SCALE DIMENSIONS MOM 2l.i 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING THESE DRAWINGS.IF A DIMENSION 6 USP THD26-2 4 USP THD26 18 L UNCLEAR REFER TO THE F1301 6-06-00 1-3/4 X 16" VERSA-LAM0 2.0 3100 SP 2 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 -%--- r ARCHITECTURAL DRAWINGS OR .4" from top plate USP THD46 18 USP THD26-2 2 SCREW UNLESS OTHERWISE NOTED splice Offset for full values STUD NOT DIRECTLY USP THDH26-3 2 JTWSS PLAN NAME CATALINA — SHINGLE DESIGN/DRAWN/CHECKED CS KM /LAP DATE ,FLOOR AND ROO� TRUSS PLACEMENT PLAN SDWC AT TOP PLATE SPLICE 08.18.16 " = is—on SCALE: 1/4 SCALE AS, NOTED LPA No. TOLL-16-00493 CONTROL No. S us ———— SHEET i B E EA INS ECT S192 < 5 S03.0 4$k ^5 HEET 7 OF 9 S SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE Syt 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3* O.C. EDGE & 6* O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associ ates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/80.0, 420 Osceola Avenue Jax. Beach,Florida 32250 BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SO CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED 146 ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 12/SO.1 A*- T A307 DIAMETER THREADED F W"'i [T 7 00 ROD TERMINATES AT FIRST FLOOR 4 J (95 TOP PLATE, SEE DETAIL 12/SO.1 +6% Fri SIMPSON HTT5 SEE DETAIL 15/SO.1 Ch ri stopher j Sa bou ri n P E x X F L P E#714 61 X `y SIMPSON DTT2Z SEE DETAIL15/SO.1 SHEATH CONT. +1 0 0 THRU LOW ROOF REVISIONS DATE TO BEAM BELOW SIMPSON LTT20B SEE DETAIL15/SO.1 (2)2x6 12" LONG LIGHT GAUGE STRAP LSTA1 2 FASTEN TO TOP PLATE AND STUD SPF# C� WITH 5-10d COMMONS POS-. b < (n I WALL STUD SCHEDULE SHEATH CONT. THRU -,-, I STRAP BEAM TO < n LOW ROOF TO 2ND R 3: PLATE STUD SIZE ST A WAL ER FWALL W/ (2)HTS16. X LOCATION HEIGHT & SPACING -i CN LEVEL BOTTOM PLATE. )ETA 3/SO. 0- < 9# Ile 1-- -10 2x4 SPF#2 0 16" O.C. %__. EXTERIOR < 0� Llj MAX FIELD ALTERA-nON 1-- 0 QV-3 (2)2x6 SEE DETAIL 3/S0.1 FOR 10,-1 2x6 SPF#2 0 16* D.C. CONTRACTOR SHALL CONTACT LOU ------- (40 -j EXTERIOR MAX 2x4 SPF#2 0 12" O.C. NTIGO a ASSOCIATES PRIOR TO 0-2 x\ //-SPF#2 BEAM CONN. (TYP.). -1 TO MAKJNG ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY LL- EXTERIOR 10' 2x6 SPF#2 0 16* O.C. X POST. 14�-O* FROM THE INTENT OF THE ORIGINAL L% W 9 �z N 6xi 3 :3y ff? )OST C3 10'-0m CONSTRUCTION DOCUMENTS.ANY '1, 7-� 11\ INTERIOR 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO S,-R4 NP To '01 3T \01 POST 4x4 P.T. SYP#2 MAX 17C Irb, BEING APPROVED BY LOU PONTIGO a r 12'-Om 2x6 SPF#2 0 16* D.C. IX ASSOCIATES MAY RESULT IN EL 8. rt,11, (2)2x6-1/1 PORCH BEAMS TO POST: (2)MSTA24 INTERIOR MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR POST TO TRUSS BELOW: (2)CS1 8 X X (2)9.2b-- LVL I LLm 1 (TYPICAL 4 PLACES). 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE e--,N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. STRAP BEAM (2)2x6 SPF#2 T- CONTRACTOR MAY INCREASE STUD SIZE TO MEET POST. STRAP CS1 8 0 ARCHITECTURAL REQUIREMENTS. TRUS& T63 ABOVE EACH END w/ T- 3.) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN I X1 HUC210-2 z (2)MSTA24. TO BELOW w/ QD N YELLOW PINE. X /-"%I HANGER. (2)CS1 8. C14 0",-% N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. C14 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 04 %1-1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT CS1 8 SHEARWALLS LU c� C; I COMBINED USE PANEL NOTES 0 1 11 1 T- EXTEND POST TO BOTTOM CS18 @ BOTTOM OF STUD CHORD OF TRUSS. 1. EXTERIOR WALL SHEATHING SHALL BE 1 1 X PROVIDE BLOCKING EACH CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST WHERE NOTED. SEE DETAIL SIDE OF POST. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Uj AT BOTTOM RIGHT OF PAGE. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS CS18 2. SEE SHEET SO.0 FOR WALL SHEATHING L[j L11-1 Ld SPECIFICATIONS. Ld > > > > 0 0 0 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF m M MEMBERS SHALL BE STRAPPED AS SHOWN IN < 0 DETAIL 1/SO.O < 00 Lrn) N r- (0 X HUC210-2 0 X C14 HANGER, 4. INSTALL SOLE PLATE ANCHORS PER DETAIL CS18- 5-41% .0� C14 3/SO.O < V) U) V) Uj ry (0) U) V) V) :D %P/ T2) GENERAL NOTES V) 0� otf & 2x F- F- F- F- % '4 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. JC"S4� SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 1 .7 CANTILEVER BEAM SIZES AND SPACING. AT GIRDERS AND BEAMS, r TO SUPPORT PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER LIj C� PLIES. 0 GABLE. (TYP.). 0 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 0 Uj -j 0 -j SHEATHING SPECIFICATIONS. < Cq 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES X < C14 TOGETHER PER DETAIL 6/SO.O Ce Ld --% C) N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Lf) 31SO.0 00 00 00 00 00 CID 00 00 5. AT SHEARWALLS, PRO\ADE DIAPHRAGM V) V) U) U) V) V) V) V) 0 0 0 0 0 L) 0 0 0 ATTACHMENT PER DETAIL 5/SO.1 SHEATH CONT. THRU U mogi HMENT OF EXTERIOR WALLS THAT LOW ROOF TO 2ND TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 ((2 -:1 D/1 )2x6- ((2)M-1/1� C(2)M-1/1) (2)2x6-1/1) C (2)2x8-1/1 LEVEL BOTTOM PLATE. (2)2x6 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING (2)2-x6 SPF#2 AND HOLD DOWNS (2)2x6 SPF#2 POST. PC ST. CS-18 STRAPPING DETAIL POST. CS18 STRAP w/ 10" END LENGTH. FASTEN SECOND THIS END w/ 9-10d. WALL FRAMING z - FLOOR z 11 A F MING NO NAILS REQUIRED PLAN IN CLEAR SPAN FLOOR TRUSSES- OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE WALL FRAMING ARCHITECTURAL DRAWINGS OR z SECOND FLOOR FRAMING PLAN CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CATALINA - SHINGLE SCALE: 1/4" 1'-0" THIS END w/ 9-10d. DES[GN/DRAWN/CHECKED CS KM /LAP DATE 08.18.16 SCALE AS NOTED r% LPA No. TOLL-'16-00493 CONTROL NO. H NMU TB N ITE SHEET AC IN PEC Sle3 X1 14 P T7 I(�R A WALL ER C TA 3/So. 0 )US SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. WHEN USING (2)H2.5T CLIPS ON 1'/,.* WDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. u 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 Nasal C V\C E % 0. 1461 TA 71i 141, 4- iu!' p 5 00 STUD DIRECTLY11 2x4 PONY WALL OVER TRUSSES. FULLY SO.0 TOP PLATE TO IBELOW TRUSS 1, SHEATH EXTERIOR WITH OSB. STRAP 'DWC15600 STUD SDWC15600 Go C h r i s t o p h e r j S a bou ri n P E EACH CORNER w/MST12 TO FRAMING 1(KXX'0. BELOW. PROVIDE 2x4 BLOCKING DIRECTLY FL PE#71461 OVER—FRAME KXXXI BELOW PONY WALL. FASTEN BLOCKING TO LEDGER PER TRUSS EACH END w/ 4-10D TOENAILS. TRUSS TIE DOWN WITH SIMPSON SDWC DATE DETAIL 5/S0.1. 01-90NS Rafter to Top Plate shown 61 F_ Truss to Top Plate similar Optimal 22)� 10, 2x6 SYP#2 T70 W RAFTERS @ 24" 0.C. 5 �T70 so. I �FiELD ALTERAMON CONTRACT T69 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO :iBELOW TRUSS MAKING ANY STRUCTURAL FIELD X 4 1 Ar� EJ65 4:4 5 X"Max HE INTENT OF THE ORIGINAL va CONSTRUCTION DOCUMENTS.ANY SO.0 FIELD ALTERNATIONS MADE PRIOR TO SDWC15600 T P PLATE TO BEING APPROVED BY LOU PONTIGO a ll 0 ASSOCIATES MAY RESULT IN J65 00 01 STUD SDWC15600 ADDITIONAL ENGINEERING OR Q� r H TS 61'11 00 01 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be birdsmouth cut. EJ65 2. Reference detail 4 for installation instructions. 6-2 7 ID26-2 (0 (D W co T64 (N I ICN 04 C'4 EJ65 ^2 SIMPSON SDWC INSTALLATION RANGE z F- I-_ Ill F- o U LD E 65 00 1,- Co in M C1 M C*A I C:) Cn 00 in 14" M co co co co in in LO in in in co P F- F_ F-- EJ69-- LLJ 4x4 POST BEYOND. EXTEND TO TRUSS BOTTOM CHORD. EJ65 PROVIDE 2x4 BLOCKING EACH SIDE OF POST. FACE NAIL TO 00 POST w/ (4)10d. TOE—NAIL EJ65 TO TRUSS BOTTOM CHORD LIJ SO.0 EACH END W/ (3)1 Od. J65 i47 STUD NOT DIRECTLY EJ65 BELOW TRUSS PORCH CEILING SDWC15600 10 1 10 SHEATHING. SEE I hQ1% Reference detail 2a for installation angle limit J65 4 DETAIL 2/S0.1. C4 THD26 SDWC INSTALLATION EJ65 T56 Rafter to Top Plate shown di EJ65 EJ67 (Truss to Top Plate similar) Uj E�J65 0 Z EJ67 [§7TUD NOT DIRECT J65 J65 IBELOW TRUSS 151 C b- 1 11 11 Fiiiiiiiiiiiiii Vill , "illill�-O Do not install SDWC in J64 a area in co 0 CV) 0 (0 CID SDWC15600 0 U J61 J62 M , '*XXX7RXI!"`3'- LXXX>V<_XXXD(XXXXXXX. Ove'rhan-9c. 1 1 2* MIN 2 MAX T Ill 11 ' : IF ]i CID T 5 SO.0 SDWC INSTALLATION RANGE R10JOF TRUSS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES PLACEMENT Rafter or Truss 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARI�G hill"' minimum edge �q 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 lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR X* from top plate splice Offset for full values STUD NOT DIRECTL ROOF TRUSS PLA(,,EMENT PLAN, BELOW TRUSS PLAN NAME --- 1. , ri - CATALINA — SHINGLE SCALE: 1/4 DESIGN/DRAWN/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 08.18.16 SCALE AS NOTED LPA No. TOLL-16-00493 CONTROL No. L N U T U N S1 FO SHEET row;, -CH ChP 10 S1 *4 < 5 SO_C Cb C P_ IF FE SHEET 9 OF 9