1738 ATLANTIC BEACH DR - STRUCTURAL DRAWINGS � , I 1, I , ", ", ��', ,� I
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j" . DESIGN SPECIFICATIONS j USP CONNECTORS I L)21QALJ± I �
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1 � �� � T I �_� TYPICAL DOUBLE TOP \MNDOW SILL SCHEDULE I
I' I I, I ; I I i 0.131XY TOE NAILS I
v1z - i _11 � I � I 1
5; �� I -
I � I I I TYPICAL TO PLATE NAILING: ,-ELATE SPLICE 1
k I ', I ; ), , 2X6, 2x8 = (5) NAILS MINIMUM END I
I , It � , TYPICAL STUD 4'-O" MIN. SPLICE LENGTH I
1� COMPONENTS & CLADDING GARAGE DOOR UPLIFT I - �
11 " � , �, I 2AO, 2x12 = (7) NAILS - FASTEN ALL TOP PLATES OPENING OR SILL PLATES 11 11
�� . -
ie I I I wl (16) 0.131x2i" I
!I� I o �' kDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE NAILS �
11 I ; , 11 SYP SPF 1 9- LVL, 11" LVL = (7) NAILS THEIR w/ (3) ROWS 4 4'-4- (1)2x4 SPF #2 (4)12d TOE NAILS I P I �
� I k " � 0.1310" END NAILS:
i 1, I �� _ "I 16NE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR TOGE - I
I il r �, - � TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22-9 1 (2) 0 2x4, I
I � : AAVE :BEEN REVIEWED FOR CODE COMPLIANCE. 14- LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGERED. I I < 6'-4" (2)2 NAILS ____- "
. 11 I ; I� : I I . - --- !
1 ,! t�� 1 �, � �, i I-----11 . 1 ,,-'��', !" : AREA (sf) ZONE (PSF) -6" 450 450 (9)1 Odxl'/2" (3) 0 2x6, I
� � 1, I I I i:� :_�. I � - I a' = 4' DOOR I '-4-
�! I , I � .... .. I I < 8 (3)2X4 SYP #2 (1)A34 + (4)12d TOE NAILS
I , :�_ I, � I � 1: � ' AD 1 .ACTUAL AND UNIFORM USP RT7 585 495 (5)8d EA. END SYP#2 i
A t� I �, I I I 1 -28.8 (4) 0 2x8. : - -_
:" �� �, I _� I I ,� I � , -27.7 +25.6 -34.2 (8'x7') - - I
.. , , ,
I � , i �, 1 +25.6
�t 1�, � �� '' �, � I 1� �I � I I ,:1 I, .- � 10 SYP#2 DBL. HEADER, I + (4)12d I
� I
� , � 1. I 1, ROOF FLOOR k 12'-O"l (3)2x6 SYP #2 1(1)A35 TOE NAILS
;� 11 - I 1 7, 1 �I 11 I I � I USP RT8A 775 650 (5)10dx1V," EA. END F 4I MIN 1
c��t_ :� , I , ' 1 2 CAR TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, I 6"MAX. A i . i
,� I I .I I I . I � TOP PLATE. PER PLAN.
1, 1 ,� . I . I bAbM '� (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 i - A[&
k, I I I USP MTW12 1195 860 (7)10dx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. , I i
I ,_1 11 I � I 1 7 ,: TOP''PIfI01�1D LIVE-t LOAD 20 psf 40 psf . I I I DOOR I I � - - I F - — �_ -1-� � -
I ��, I � : I , -AD LOAD 7 psf (ARCH SHINGLES) 10 Psf 100 +21.8 -23.9 +21.8 -26.6 -23.9 1450 1245 (12)10dxll/2 ' EA. END - ALL WALL STUDS.. I --- -_
� I I I RD D- (1 6I I
I i I I z . I I I 1 7 1 1 1 1 1 - SEE 5/SO. . -1 l I . F -_ I
I I I TOP C 0 0. I
--- D - ,____ Associates, Inc.
I RD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY ---I RAISE I---
I I
� I ATES. REQUIRED IF SHEARWALL._\ ___-I F I I I i ARCHED TRANSOM OP`11ONm I
I I I � Top C 0 C 2065 2065 (13)10d EA. END HEADER I �
I I 11 0 1
1 1 , I 'BOTTO C HORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE
I BOTTOI H 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY.O.60 AS PERMITTED BY I --- 2x SPF DIAGONAL BLOCKING � I
1) 0 __[
_-
"I EIFLEJ'�-n N CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 1/2"O ROD TO FTG. 1 3. USE SYP#2 FOR ALL ----1 I � I � :" I I FASTENED w/ 3-0.131"
1 1 1 � I-- x3" 420 bsceola Avenue
I I ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED I \ L_�_ I I � :11 I--- I I
� � I � USP JUS28 1305 1305 (6)1 Od TO HEADER \N //,Z, I I N HEADE I-- -EA. END TYPICAL. Jax. Reach, Florida 32250
1 � FLOOR,FRAMING: LIVE LOAD L/360 & TOTAL, LOAD L/240 - I A I I I I - ,,/ SHEATHING MAY EXTEND 2"
1 1 1, 10.175" MAX ANY CASE� . COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 %"o ROD TO FTG. 4. ALL WALLS SHALL BE =� I I I I ,� PAST BLOCKING- WINDOW Ph. 242-0908 Fax. 241-9557
. - I � I 11 I I I POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,I ROD TO FTG. I � I I I - SYP#2 HEADER, / ATTACHMENTS MUST
1�I I I BALLOON FRAMED FULL ARCHED L ANCHOR INTO 2x MATERIAL. FL: CA It 8344 SC:CA# 3579
.- � WIND LOADING:- - HEIGHT TO ROOF OR FLOOR I TRANSOM -
, I I M
I'll, 11 ASCE 7-10 FCR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A . LINEAR INTERPOLATION IS PERMISSIBLE. 2535 54't / (1 2)16d BEARING ELEVATION, U.O.N. ON L-- ----i OPTION PER PLANS. .
I I
I � I MIN. DEAD LO DITION OF 5 PSF TOP CHORD AND 5 PSF I USP PAU66 1 2535 � 5/s"O ROD vi/ (12)16d PLAN. PERMANENT TRUSS 8d TO TALLER STUD w/ SEE RIGHT. I
I BOTTOM CHORD, REACTIONS CALCULATED FOR THE BEARING POINTS . D MINUS = SUCTION. I I I 'BRACING BY OTHER. COMMON 2-ROWS OF 10d COMS I KING STUDS,
I
I OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR . DESIGN OF WINIDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)1/4%2-1/' 5.) FASTEN BOTTOM PLATE OF I 11 0 3" O.C. I 0 12" O.C. WINDOW SILL SEE SEE PLAN. � tjot 1111hij I.
I LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED I I \ I I "I -- k", -
I 11 J�- .R SA! I
. INTERIOR LOAD BEARING I FULL HEIGHT ANCHOR : I ....... . ,
SILL SIZE AND I 10 I "I 0 - l,.
BY 0.75 WHEN COMBINED w/ DEAD LOAD. F THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE� SLAB AT INTERIOR WALLS AT TWO STORY CONDITIONS, �v It- , .
I 1 : I TYPICAL SOLE I .-V\
I THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/10d MASONRY CUT NAILS @ � v L_ ly ,.11, ��
I BASIC WIND' SPEED (ASCE 7-10) ---------- 130 MPH I PLATE NAILIMNG: I I WINDOW SILL SEE PROVIDE SOLID BLOCKING :-� ,Q,-.-
,
I a 48" O.C. MINIMUM. SEE � TYPICALLY %" FULL EACH END. WITHIN FLOOR SYSTEM AT ALL �� .. , ," �
I IMPORTANCE F - ------------ 1.00 4i4_ UPLIFT HEIGHT THREADED 0.131xY TOE NAIL§--. I z: Q * � "'. "..
CTOR I
I I UPPER LEVEL POSTS & JACK z I m
�
11 1, I - DDITIONAL RODS 0 6'-O" O.C. (3) 0 2x4, :z; I N V 6 1. C;-:,
� I � I I I -- 25.0 FT -_ -1-1 a C FL# CODE ANCHORS AT SHEARWALLS STUDS. : �
� M a I
I'll , I I I I I :e, I j - qz- SYP SPF (4) @ 2x6, I" . � : r1i
I I ROOF PITCH-- -------------------- 5/12 �o - ! (5) 0 2x8, = I � .. * <�
" I � BUILDING CAI 1 ,0 A35 450 450 12-8dxl V," 10446.4 � I _ _--I I SDWC15600 SCREW =1 "o 0 :
. . rEbORY ---------------- 11 I7 'Z
I I BLOCKING ONLY REQUIRED - - SEE 8/SO.D. I "I S I -
I I : I H2.5T - __ - 600 520 5-8d EA. END INTERIOR BEARIN ' . AT SHEARWALLS AND-\ I PT. SYP#2 � OF ' I
ATEGORY - --------------- -C 4� DENOTES EDGE STRIP. 11478.3 / �� ,P * .**, :,-' --i
I � STUCCO FINISH. SOLE PLATE. \ %� 0 " A"; . �4,
� I I � I � , - 1=
� I I SEE C & C CHART HTS1 6 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STUD SIZE I / . . .. iz�
11 I ' I-IUAIIUIN ------------ENCLOSED I � --,,, -,I ..'.. I __4
I I I I ' I I ,r-- ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-10dx1V," EA. END 10456.3 AND O.C. SPACING. \ A I I IIII A I I ..- R11 �� ,I � � � I IZI I I I I A I I A R����� � I A �I L , , ... (11
I . INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 11 I 11 I. ___, .11 -
I --- --- 1, - ". I
� I : I I WALL SHEATHING .� .* - , , "� � I . I � T .-, I � , ��I I (-1
. � '. I '� I .-�i � �: I I � - - I ,I
I i , 1. � A -�-. .�. -: 7� �7 77- .7 ", "I" ',%t", ��, '. �, ; , .'' , � _ . I . .1 � � - . I 11 .?,I � - .1� 11 1� 4 � . " ' , ,I �
I � - . I t HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 � -I i i
I I I I " . SEE DETAIL 1/SO.1 ;! � If ., I I I I � � I , I ., � ,
� I 11 CONTINUOUS BLOCKING i, . :.,l ,: ", "1, d 11 , � � . 1� : � ,y , III It
I I C III .1 .11 -, I " � . � I . - t � 11 I . . .. .11 .1 - " �� - ":I� ,, I � �' . I � -_ l
I I I
I �11 �, 11 I MATERIAL SPECIFICATIONS .1� "__ _ MSTA24 1765 1270 9-10d EA. ENE) 13872.4 WITHIN FLOOR S(STEM 16d COMMONS I FOR SPLICING .:�� . . " � , �, . I � " _.mi- I�, ; . FOUNDATION, SEE PLAN, - � I -,I-'� 1 �, , I'�,-�". � � . , I t� I I � . .
I
- �
, I I t a t _f�a � I OST IS ABOVE. OPTIONS. � � I 1 12- 11 V,t ! , C h r i s(o p h I er I SabOLIfin PE
I 1� 1870 13-10d EA. E 13872.8 F-__ NG AT WALL FRAMING AT 'MIN: \ _F PLATE ANCHORo �
MSTA36 2050 ND 0 8" O.C. .
_1 __ __ "I - I . ' � 11 -- , I _\- 7 WALL FRAMI MAX. I qQI t
� � � 8d I . F L: P E V 77 1 4 6 1
1 1 HARDWARE AND ANCHORS: -1 - 18-16d TO TRUSS/BEAM FLOOR SHEATHING, FROM SOLE SEESCHEDULE I
I I PLATE CHANGE CONDITION RAISED HEADER CONDITION I
, I I I ADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] t-at 711�711 HTT4 3480 3080 -5/,"O ROD TO FTG. - 11496.2 COMMON SEE SPECIFICATION�r \ I �
I � . . . I I 1 @ 3" O.C. I D t -
�
I - � I ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM I ;� - . -I 9� I BUILDER MAY CHOOSE EITHER THE DROPPE � WALL FRAMING AT � I
"I I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - I �HEADER CONDITION OR RAISE DITION.1 I I D A T E
�', I I � NUTS: SHALL: BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11 11496.2 I I NDITION r I
I ,I � 1-% 0 ROD TO FTG. --'\ TYPICAL WALL FRAMING I
I , , I - i i
I I I I� METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO I . 6-10 DER I I I / 2 � I
I 1� I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* - I I I i
� LUS28 930 780 10655.113 T I
I I I I I RETROFIT REBAjR/ROO INSTALLA11ON: EM13EDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I , I i I �14 I \lz�-o
� I - , �
1 ii5
1 1 � I I/,l FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I 1. I I I i I
I I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE A 1 19 1 SOLE PLATE ANCHOR i
z, -. I .
� 11 I I 1 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY Q& HOLD DOWN. � ,
'LARGER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. HU410 905 785 - 10531.36 L___�._ __j I _j � � I
�
I I I I (U.0.N.) ,� � FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST ---- r I 3x3x)/4* SLOTTED � �
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT - SYP#2 DBL. I `L EE 1/S0.1._/"`lI , . -. 2%��' I I
,�
� I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/,,"o ROD EPDXIED 6" MIN 10849.6 TOP PLATE. SEE 15/SO 0. 1 -%//-TO OUTSIDE BUTT JOINT I
I I (DUAL CARTRIDGE INSTALLATION ONLY): I ABU66 2300 5/,"O ROD EPDXIED 6" MIN 10849.6 1 � � �
� EPDXY. ITW RED H,EAD A7 I S � ' 30xY�` SLOTTED \I--___1_1
I LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIIBILI-nESs I BLOCKING ONLY REQUIRED / 2Y4'�-�, 11
I I I 1� . �
I I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXr'-TIE 11506.4 1 AT SHEARWALLS AND-J WALL SHEATHING -� - I � I
I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, I I 11, STUCCO FINISH. �, / To OUTSIDE __N�__ �
I I I WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 10-16d TO STUD/BEAM/POST � � I SEE DETAIL 1/SO.1 � A i � i 1/'I FIELD ALTERATION
I WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 _ 11496.3 1 1, I 11 11 I ��
.
11 LAMINATED VENEER LUMBER (L\4-): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"O ROD T2I FTG. I FOR SPLICING PLAN VIEW CON TRACTOR SHALL CONTACT LOU
� I I I I , ED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I LSTA12 1 805 695 10-10d � 13872.5 1 , I . 12" BOU R SEE GENERAL NOTES. , PON F)GO a ASSOCIATES PRIOR TO
I I I I I MODULUS (E)1,9 SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT I -1 _ ��1)1�1 I SHEATHIN - MAKING ANY STRUCTURAL FIELD
, I ,, i OPTIONS. NDA Y ID RATED SHEATHING,
� OOksi, BENDING STRESS (Fb) 2600psi Y2" THREADED ROD / � . . . . . . . . / . . . . . ... . . . . . . . .. .
I I I I I PT. SYP#2 I ..
I � I MODIFICATIONS WHICH MAY VARY
I I I I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I CS16 11705 11705 13-8d 10852.1 SHEATHING I I _, EPDXIED 4" OR XI SILL PLATE. MAX. MIN. EXAMPLE OF PA E . �. FROM THE INTEN r OF THE ORIGINAL
I I . ''t " 0 A - I I 'T -__� � VSIMPSON TITEN HID. I L . . .. . . CONSTRUCTION DOCUMENTS.ANY
I I I I 11 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS I I CONTINUOUS —INTERIOR BEARING EDGE wl BLOCKING .. FIELD ALTERNATIONS MADE PRIOR TO
� � �I I I � I WHERE REQUIRED.By . . . .. . . BEING APPROVED BY LOU PONTIGO&
___ - _ ___ I _____-- I TOP PLATE. � SEC11ON \AEW � GENERAL NOTES._�1_1' ASSOCIATES MAY RESULT IN
I . I.
FLOOR SHEATHING SPECIFICATIONS I ' ' I FOR STUD SIZE . I . . . . ADDITIONAL ENGINEERING OR
AND ,1,C, SPACING, i I .. INSPECTION FEES,
�; � 23/32- T&C OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I I . . 1_", . . . . .. . . . . .. II. - -- - - - \1*_�� �/
I 11 It � I -- I WALL SHEATHING TO I -----\ t �
I I SOLE PLATE ANCHOR SCHEDULE NAIL SPACING'! AT __y * I I 1*11 I I * I 11 I I * - I I I I
ROOF SHEATHING SPECIFICATIONS: SUPPORTED, EDGES,_.,�� . ... . . . �
. I
� I iffiNaL- MIN.�7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-O" OF ROOF EDGE). I SEE DETA LS I SEE DETAILS RAISE Y8" FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES. * I -
t I � . " 8d 0 3" - BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE I . .. . . I
: - � ,
11 ! I
TILE '\ 24" 3x3xO.229" 4 2-Y4' . i
- MIN. 15,/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4I OF ROOF EDGE). I I I I / ON S1.01 ON S1.01 \ ASTEN Y2"0 EPDXY 42" .) :
I
I " , � ' I I F-- I- __�.�_2---1 --4- F-__2�,_ - -l w/8d COMMON @ 3" .)�",A.r," -nTrm un, gill 7�10 99q" 4y", - EXAMPLE OF UNSUPPORTED . . . - - I
METAL - MIN. 1/2", 24/16. APA RATED PLYWOOD SHEATHING, NAILED wl 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'-O" OF' ROOF EDGE). I I I I , I I I I .I6 1 0.C. � 12" 9y4I - (UNBLOCKED) PANEL EDGE--- .�A � Z.
, . I`- . , . 'l . . 1. .., ... , � 1 :�;".,�4-lt� .,. .1 . A,_ �� . : T.
I 1'�,� � 11 I . .. ... I : ,, : . ". I ,� . f!, (TYPICAL). . . . . .
- , ' .
"I I U, 1. 4�'.� �, -,1:�,� . . I I NOTES: �
I - .� I I . .1 � ::, I , I I
�� .� � t. ., I I
FLEXIBLE,Fl NI SH-MIN. 1/,6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I :. I , ", *,..�V., " � I ?� ,�� 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO , I
WALL SHEATHING �PECIFI �. � I �` � I - ., �. *1 :. I � U
,
,
.
I . - _ . I I I ___," LD
� -��, ..
I . I I�_ I q I REAKS AND KING STUDS. NAILING TO INTERMEDIATE
- I I �� I.. > - -
FLEXIBLE 1FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. , , L-- - -----i - L-------J SUPPORT IS 6" O.0 i- MAX.---"- . I —ROOF
I
� I I I I t I I 1( TRUSSES, OR I
1, � I �,
. 1 I :
I � , I I
I I I I --r FLOOR JOISTS. i
STUCCO FINISH.�MIN. 7/,,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULLHEIGHTFROM BOTTOM PLATE TO UPPER TOP PLATE. 11 I J)
mm & . I I I � I MUL 2. WASHERS SHALL BE SLOTTED. I UOIN). T-9 r < W
I TY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"Xr/,," W/ 11/,"o ROUND I I
MASONRY HAS'BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN 'ACCORDANCE WITH AC15301-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY I �
'' I I I I
STEEL WASHER MAY BE USED. I U) Uj n
'2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3A PLACED AT AN 8" TO 11" SLUMP-MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. I
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. -_ - I a/ I 00
� I I
I I
\ I 1� TYP.-,WALL SECTIONS r3'*'\ So -, I/�4ROOF AND FLOOR SHEATHING NAILING I
;� .
I j`* LE PLATE ANCHOR DETAIL E SCHEDULE � I
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CONCRETE MASONRY UNIM (CMU)m �SO.OIIIIIIlr SCALE: 3/4" = I'-O" I _____ -_ SCALE:1 3/4" = l'-O" � ..j
I I I t
�CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHI, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL \lzL0) I II "Illl�o � I
I
I I
I REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-O". � Uj :
I :
I I I .: I I 11,� I'll _ 'I I I , I ,� I I I I I � I U LLJ
M,6,SQHGY STEMWALLSP ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM CgOE, E GRADE N-1 HOLLOW CW�R�'_-IE.MASONRY UNITS WITH TYPE IS' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE I � I I I 11 11 i �
I
I I I � �
11/�" 114" � T. I z
USED. GROUT, ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 30010 PSI PEA 'ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT I 11 i �
� ,� 1 11� - I : - (3) ROW .. � � 1.
__ #4 @: 4'-O" O.C. MAX. AND AT EACH CORNER,.WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF PlIN, ,013CING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR -, -�,, - � 11 I � I
WI TH .-- , , . 0 F 10d t � i .C::�
I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFn,.RCFW%�NT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE_ INCREASED AS NOTED ON . I .,�I 1 2 PLY A NAILS @ 8 0,C.-\ , t* I �_ I
' I I-
I
" I I
1/S1.,O. UNLESS NOTED OTHERWISE, LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". � 1-1 I I - � I BEAM. . . STAGG . �
I I � I I I , 2x4 BLOCKING �
-1 I � I SIMPSON - �_I" I � . ,- I
I CLAY MASONRY (BRICK): � I ,,,,�,, I I I I I I � SDWC1560()-,-, - ��__,/.1�1 ", C,j . cli � , 024" O.C. FASTEN-1 � Z 0.
I I BRICK SHALL�.BE IN ACCORDANCE WITH ASTM C62, C2116, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPEC TFU LLY.__ I I I SEE ROOF I . \\-2x4- MEMBERS: 0 :
�
I I . 1 I I FRAMING I 11 I " � I . (1) ROW OF 10d . . I TOENAILS. �
I �
EXTEND SHEATHING VERT. NAILS @ 4" O.C. . . :
(4) ROWS 12d . � , rV i�
1- ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WJTHI 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 , ' DETAILS. - HOWN. - - AT 12" O.C. . I I
I I " I >_ . . . to I
I I I � - t_� 00 1 ..j
I CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. I � _� PROVIDE 2x4 BLOCKING, � � 0- EA, SIDE. 2x6 MEMBERS- I Ln
, .
CQNCRETE S 4 1 < W
I I Lkm �
I I I ,I I AT HORIZONTAL JOINTS. , ROOF SHEATHING, SEE ' ' _1_:�V__ (2) ROW OF 10d ___�� STUD BELOW � I
I GENERAL NOTES: , I I I I 1 (3) ROWS 12d __�,_ --I- I 4-10d �
11 - I - I I I I I I � SPECIFICATIONS BELOW. - - NAILS @ 4" O.C. LOWER TOP I �
I I 11 � I �1, � I I I � I ` I .I AT 12'! O.C. � LE _F.T_ � �_ D
I
FOOTING AND FOUNDATIONS& " I 1 HEEL >_ -O" . . I I � PLATE AT BREAK., i �
" Z*�� I I ,, PRE-ENGINEERED WOOD EA. SIDE. i TOP PLATES.
F D DATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 1 2 & 3 PLY BEAMS WALL INTERSECTION .j I
. i
I ORTHCGONAL VIEW i
CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTUR13ED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- I I 2x4 OR 2x6 POST 2x8 POST CONDITIONS t < n
" SHALL'BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ,--- li" I QF CORNER I
I 1 I I'll, - -A � WITH GAP SHOWN. Q. -1 t
I I - �
I I I � 11 : I
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I F TURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION,FROM THE z__I 0 � --- - - ! Uj
'4�1� i I I
I
I ,FOUNDATION PLAN SHOWN ON SI-0. 00 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 � I I T . (3)ROWS OF 5" (3)ROWS OF 6-Y4" ,ml, . I . �
I � � SIMPSON I n - It TRUSSLOK TRUSSLOK mr, �
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (ECR) I 1, I � 0 , Ln z
I I 1 SDWC15600-", _11z� ENGINEERED WOOD ENGINEERED WOOD �
I I
I FASTENERS 0 24"o.c . FASTENERS @ 24"o.c - �
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� 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 @ t8" O.C. OR ROD CHAIRS. FRAMIN, �'�� I— i CN**.-
I I
I I
I � - 1�
PROVIDE: CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 4-0 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 r� 1. - I SIMPSON AS SHOWN AS SHOWN CORNER WALL INTERSECTION I
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I I
BAR DIAMETERS I 1 - SIDWC1 5600 � � cc
SHE THING MAY CONDITIONS i
I DETAILS. I T CONDITIONS t
I :
I I TERN INATE AT SIMPSONJ IIIII.- III I
i�l I �
I RADE: � I I I � SIMPSON__/ TOP OF DBL. SIDWC1 5600 FRAMING 3-PLY 4-PLY I � NOTES: I I �— 2
SHALL BE'INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN SDWC1 5600 SEE NOTE 1. I � 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
,
TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I SEE NOTE 1. --I, DETAILS. 1 I 1 2. - DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. I
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w I I I TYPICAL COtINECTIQN 3. . DENOTES SOLE PLATE ANCHOR. SEE SCHEDULE. 0 0
SPECIFICATIONS: 5" < HEEL < V-0" HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. .
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE,WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE �
I I � —i U
SOIL SHALL BE PRESSURE-TREATED. IF, ACO 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: I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. I OPTIONS ARE SHOWN. �
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. I
. I I . I 1 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY �
I 1: 1 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T I
I PRE-ENGINEERED WOOD IBUSSESD AT TOP PLATE TO STUD, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND �
I SHALL BEAR THE'SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS \11, ���
! . t"I ROOF TRUSS CONNECTION _� B M INTERSECTIONS STUDS CONFIGURATIONS �� I
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 /I 6 UILT-UP MEMBER FASTENING
i .
- - I It
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON �SO.OIIIIIIIil` \S0.0/ i
1
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, OTHER. ,*.I I I
I I "`IIII..�O i ;
I I I I �
: I KING STUD TO TOP PLATE: I
I
ROQE CQVERI,NG SPECIFICATIONS: I SDWC15600 SCREW. i I SDWC SCREW
THE CONTRA TOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGSISHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY I NOT REQUIRED AT GABLE R FASTENING: .1� >_ DESIGN
I I �_ � I I SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER! FASTENING: I �
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLYWITH ASTM E1514 AND BE INSTALLED I ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED 11 I 0. �
I .
ACCORDIN�G,10 THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. I THAN 4I FOR GABLE ENDS. I " 0 CRITERIA
I I I KING STUD TO TOP PLATE: � 41"
1 ]": I /_ i I-Z�,
� I I . . ;I 5 ,Z�,�,
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I �WATERPRODFING:, , R FASTENING: I I i 1, ,Z (-I)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. I NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED I I IN --f 11 I m / . 11 '___1 t
, I I I ENDS OR OPENINGS LESS FOR GABLE ENDS. I I \ I 1� . 114 . _I- Uj �AND
- . I I'll, �
I I � THAN 4'-6" - I I I C..) � I
I I I \. . In - I "I \ I A 0 HEADER: I
'WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK I i SDWC SCREW @- IN-r-I
I I I CONNECTION , - I I I I KING & JACK 11 11 11 ! LL- �
, 24" O.C. U_ :
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MEMBERS FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL \ \ I 1 � 1 I 11 11 i ! %I I
-
I � I — TYPE - X BUILT-UP POST IN THE WALL \tD .-(2)12d TOE HEAD OR SILL\ I ---I/- C3 , I I f)TES
TOP PLATE T,O TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. 61-01, NAILS E.E. -4- �� I i -
------- L31/,x31/,xr/. 4- :::�:� GABLE X-BRACE, SEE DETAIL 10/S0.1 —11 11 11 SCHEDULE HEAD OR SILL� �j 11 1� 2X6 WALL 00 NOT sc�ALE DIMENSIONS FROM
� � (MIN) -t—.I-- PLA EE I I
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x31/2"X1/4 6" 8'-O' 1 HEADER SIZE, JACK AND TES S I 11� TRUSS TO THESEUDRA NGS�IFA DIMENSION IS
NCLV� I (2)2x8-1/2 �� PLATE: SDWC AR _FERTOTFIE
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DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS I' 6. 1 DESIGNATES SHEARWALL. THE KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW: ROUGH OPIN'G, SEE ARCH. I i � �", ARCHITECTURAL DRAWINGS OR,
I � �— - L5x3 4 1 10I ----. HIDDEN LINE DESIGNATES SIDE OF I PI \ _v_ ! , I SCREW CON�TACT FF IE E.O.R.
,� 1/2"X 1/ ItL ROUGH OPNI SEE ARCH. 1! �_ I
RIM JOIST TO,TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" -------�_ WALL THE SHEARWALL SHEATHING CS18 STRAP w/6-10dxlY2" - __ _Z�_�,
I I L6x31/2"X1/4 1 6" 12'-O" TO BE APPLIED. 8d 0 3/6 1 U NAILS EACH END. STRAP - - - : I I
� I SW 3"/6" 1 KING STUD TO BOTTOM PLATE -1 � —
CEILING jOIST,�TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS I I 11 DESIGNATES 8d COMMONS 0 3" � ATTACHMENT CAN BE INTERIOR OR --t- k— PI,,LAN NAME
I I I
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I CEILING ,JOIS I T I, I OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS L7x31/2%`!/l`I` -1'1� 6" 16'-O" 1 ' O.C. EDGE & 6" O.C. "IN THE . CONNECTON: SIMPSON I .ROUGH OPNI SEE ARCH. EXTERIOR SIDE OF WALL. � - I ,1�1 BROOK -
_.... .....-..-- I — 1. STEEL LINTELS TO BE! MINIMAL 36" FIELD" I SDWC15600 SCREW. OMIT IF --1 STRAP NOT REQUIRED AT THE I 0 rSTONE I
I ' SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR -1 z
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION -- F�r,m�, BRICK 7 PLATE TO HEADER: z '
.
JOIST/TRUSS 70 PLATE TOE NA . _. � m 24" O.C. CL < C) I-_ CS / KM /LAP
I PAINT. THAN 8' OR OPENINGS LESS : -
.
� P� MONO - Monolithic WALLS TH I . � 2X4 WALL M W - a !
RAFTER jo F �� �� :
, , 1 __ SPECIFIED. NOT REQUIRED AT _ _ � . zi (.3 I 0 DES IG N/,DRAWN/CH ECKED
I I I :i, =====� LG - Long * i SDWC SCREW 0 - �
IL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED d I VENEER MANUF - Manufacture GABLE ENDS OR 2-STORY - �� �� �� t
LATE: TOE NAIL (3-8d) 3-GUN NAILS 1_� AN 3'-6" . I . I III � DATE
:11 1 BARRIER BRIG - BEARING OC - On Center I i
11 2. LINTEL MORE THAN 8'-O". SHOULD ,=====li i HEADER FASTENINr, -,F @ Z I— I
! I � \ 0 4
JACK RA:FTER �tO HIP TOE NAIL (3-10d) 4-GUN NAILS I :11 I ONRY UNIT OSB - Oriented Strand Board � �
i I . I
I . t - BE LATERALLY SUPPORTED NOT TO I I DBL - DOUBLE PERP ,- Perpendicular : L -I'-,, � a U 0 1 2.21.17
I' _, I V �� A T.1111 A I I I I
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ROOF RAFTE�: ::!iO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4xY WD. I Al I""� I DIA - DIAMETER PRE ENG - Pre Engineered I �I.. . - : i : ,� _.. I . - � I --- KING STUD TO FRAMING BELOW: Lli 9= < in SCALE I
I 1 LINTEL �. i U " a !z m z
SCREWS INTO HEADER PROVIDE A '/,* � =2=2==� I � .Al-. I .1 I. � .%, 1. �-",* ... .. -10DXlY2" I
I�TWO PIECES I � ..-.4'. .. � . �. . ". CS18 STRAP W/6 0 < 0 4
CONT. HEAbE �` FACE NAIL 16d@ 16" O.C, @ EDGE - m PSF - Pounds per Square Foot 1� I '' 1�
VERTICAL SLOTTED HOLE FOR SCREW. Ir-� ; ATTACHMENT PSI - Pounds per Square Inch ., � � , .. � : . . ',4N. �4 , AS NOTED
t-=--i SEE NOTE 2 % I. �. , ". .� � 4 .. _..4. ,�. - I �,, I" 11 NAILS EACH END. STRAP ATTACHMENT CAN(jE_j LL (a �
'
I I ---fl- INTE � L['A No.
.
I I I 1 3. BRICK VENEER ATTACHMENT. , QT - Quick Tie , - PLATE ANCHOR BLOCKIN : - STRAP NOT REQUIRED AT THE . CC < t= Z I
STUD TO SOLE��PLATE (3-16d) 4-GUN NAILS SOLE PLATE CONNECT( STRAPPING NOT REQUIRED .- - �'�, 0 :E Uj TOLL-1 7-01226
CON T.'�HEAD: ERI'��:TO��l STUD TOE NAIL (3-16d) 4-GUN NAILS I I EOR - ENGINEER OF RECORD S ATED � I I STUD OR 2X10 i 11 11 RIOR OR EXTERIOR SIDE OF WALL. ll,_ (n I-
, I ITOE NAIL - )R � � FOLLOWING-
. HORIZONTAL TIES @ 24" D.C., VERT. EXT - EXTERIOR REINF - Re:inforce I w/8-10d COMMONS I GABLE ENDS OR
_L_____-�__ LOCATED WITHIN 6" OF STUD / I AT LOWER LEVEL HEADERS � I LI LL cc 2 CONTROL No.
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SOLE PLATE Td JOIST/BLOCKING I FACE NAIL i (16d @ 16") GUN NAIL @ 8" TIES 0 12, O.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot I PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED ON PLAN I 4— 1i 4 0 5:1 ;
,-7 I - � FDN - FOUNDATION SPF -Spruce Pine Fur I MAN 8' OR OPENINGS LESS LL, >. (L X ca
,:
11 I 1 i � WIND-ZONE VERT. TIES 0 16" O.C.). ICK LINTEL, HOLD DOWN IS SPECIFIED SINGLE STORY . - � 3371
- Southern Yellow Pine � I t
I I I NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN I SYP (STACKED WINDOWS) ; I THAN 3'-6" - LU :D 0 � -
I I � 3111.0.13it`i�= GUN NAILS 2%0.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE3/,I,"O WEEP 11 FTG - FOOTING THRU - Through (UNSTACKED WINDQPS �: lll� I
I I -A I Uj LU a tu SHEET
: \DEP STRAPPING I V) 3: �
I TYP - Typical TYPICAL HE,4 Z � LU
2"4.113'0�:= 6d 2'/,"xO.1,31"0 = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE I � — a Cr. W
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I , V/ X I ;�'o:� = 10dxll/2" 11/2%0.1 31"O = 8dxl'/2" I I I WWF - Welced Wire Fabric _� . � W � -I 0. 0 1 ,
. I I.'�" �0.),48 HORIZ - HORIZONTAL LION - Unless Otherwise Noted S
3`.O�14�r OJ= lod 3'/,"xO.162"O = 16d FLASHING. OF BRICK LINTEL
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2x6 SYP#2 BLOCKING BETWEEN
ASTEN TO TOP
2x6 SYP#2 NAILER EA. TRUSS. F
PLATE w/ 10d @ 4" O.C.'
FASTENED TO TOP-
WALL SHEATHING-�., STUD WALL FRAMING
PLATE W/ 1 Od 0 3" O.0
8d COMMON WIRE NAILS w/ 2x SOLID BLOCKING
- TO BLOCKING @ 3" O.C. AT SHEATHING EDGE
FASTEN TRUSS
TO BEAM SIM 6"
TO 5/SO.O
DBL. TOP MAX NOTCH HEADER
BLOCKING ONLY REQUIRED L PLATE:_\
AT SHEARWALLS AND 1 4 T BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA.
STUCCO FINISH P RCH SHEATHING, -A- TRUSS. ATTACH AT EACH WALL LOU �ontigo and
5-8d COM HEADER Associates, 111c.
S--E SPECIFICATIONS PORCH STUD w/ 3-16 NAILS AT EA._,_,�
EACH SIDE F END
8--LOW FRAMING INTERSECTION. (MIN. OF
16d COMMONS OF SPLICE 16d COMMONS HEADER,
8-GUN NAILS-
2x4 SYP#2 HORIZ. BRACING @
@ 8" O.C. SHEATHING SPLICE 0 8" 0.C. SEE PLAN. 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue
24" D.C. BETWEEN OUTER WALL- PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT Jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. (2)CS1 8 ANCHOR OR DTT2Z
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131xY NAILS PERPENDICULAR STRAPS MIN. (2)2x4 WOOD PEE-EENDICULAR TRUSS Ph. 242-0,908 Fax.241-9557
BOARD TYP) BOARD HOLD DOWN AT FL: CA 8344 SC:CA# 3579
(TYP) 3" 0.C. (TYP) BASE OF POST A_ BELOW. & (1) ADJ. DETAIL B
EACH SIDE WALL
OF SPLICE FLOOR .. .... OPTION A TOPORCH HEADER. SHEATHING-\
FLOOR FLOOR TRUSS
TRUSSES TRUSSES-\ POST BASE:
CS18 W/11-
ABU44
OR JOIST. OR JOIST. 2x4 SYP#2 PO T 4x4 POST: i STUD WALL FRAMING
I /-w/ 2x SOLID BLOCKING
- AT SHEATH
8d COMMON WIRE NAILS
FASTEN EA. END LSTA12 FOLDED OVER TOP ING EDGE %
DOUBLE TOP PLATE q
PLATE w/5-10d NAILS �10 4.11
�4"' OSB or P CONTINUOUS OVER- TO BLOCKING @ 3" O.C.
END w/
SHEATHING SPLICE 10dx%" EA. END BE OW CS18 w/11- 6x6 POST:ABU66 INTO TOP PLATE & 5-10d I %
DIAGONAL 10dx1Y2" EA
PLYWOOD COMMONS ORCH.
3-10d PORCH HEADER, SLAB [-NAILS INTO BEAM. SPACE
RIM BOARD )14111 ____/------
SEE PLAN 6" HEADER
SHORTER THAN
FLOOR SYSTEM. ALIGN CEILING No 61
LINE 3TRAPS MAX4 0 48" O.C. OMIT IF WALL S
WALL FRAMING WALL FRAMING WALL FRAMING CS18 R D SHEATHING IS INSTALLED ROOF TRUSS
VERTICAL JOINTS WITH STRAPS EPDXIED 6" MIN_�"�_ ON FACE OF BEAM OR JOIST_--�,,
WALL SHEATHING FOR PERPENDICULAR
0
SHEATHING SPLICE JOINTS INSTALL FLOOR T
TRUSS CONNECTION OF
.19' S
FLOOR STRAPPING PER PLAN YIEW E PLAN MEW OF ELEVATION VIEW OF 8-GUN 41- SEE DETAIL B ABOVE
BLOCKING ONLY REQUIRED 5-8d COM
OPTION 1 OR 2 PORCH PORCH HEADER PORCH HEADER
AT SHEARWALLS AND ,
EACH SIDE NAILS CONTINUOUS 2x6 SYP#2
AT CORNER POSI Al POST AT POST
STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN WITHj
C-1
OPTION 1 OPTION 2
5-0.13lx3*' EA. STUD.
SPECIFICATIONS: ANCHOR OR DTT2Z
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHING HOLD DOWN AT lit
MIN. (2)2x4 WOOD
d 1/2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOI FIR NAILS @ 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR OP Qu a
TO PORCH HEADER. DETAIL A Christoph�er J Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSB OR PLYWOOD, �w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL P E 714 6 1
F L TYP
_�'\ WALL ADJ. TO ROOF CONNECTION
OOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS I/�2 TYPI( PORCH FRAMING DETAILS ICAL PORCH BEAM CONNECTION rvm-ENY-4
�So.!,/ SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVI�IONS DATE
S 0.1,1 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
SYP#2 2x4 NAILER FASTENED TO TRUSS
F-1 �FIEL� ALTERATION
TRUSS.-\\- 4-
2x4 SYP#2 CATS AT 12" FLOOR OR FAST'ENED TO SHEATHING w/ 8d 0 3" O.C. ROOF
-----------t t----------t CONTRACTOR SHALL CONTACT LOU
,--ROOF TRUSS. TRIL SS_ POINTIGO 0 ASSOCIATES PRIOR TO
O.C. FASTENED TO TOP- SDWC 15600 le� i I
ROOF 1-SIMPSON H2.5T.
BOT CHORD w/ 0.131x3" 0 3" O.C.
----------- -----------4
111/4 SHEATHING FASTENED TO @ 32" O.C. MODiFIC IONS WHICH MAY VARY
PLA
COMMON. MAX. TOP PLATE w/ 10d @ 3" D.C. SCREWS u
FROM THE INTENT OF THE ORIGINAL
TE w/ 4-0.1310" 7\ y I I CONSTRU
SHEARW kLL
OSE3 WALL FIELD ALTERNATIONS MADE PRIOR To
-72, SYP#2 CONT. ATTACH I
FASTEN CATS EACH END w/ OB BEING APPROVED BY LOU PONTIGO&
SHEATHING C ASSOCIXTES MAY RESUILT IN
3
-0.113NY COMMON TOE NAILS TC A 011
TO TOP PLATE AND TRUSS A ADDITIONAL ENGINEERING OR
w/ 0.131x3" 0 3* O.C. EDGE OF
INSPECTION FEES.
2x MAY OVERHANG TOP PLATE. SHEARWALL_// C C
SHEARWALL ORJ SHEARWALL-/�_
EXTERIOR WALL SVI 8d@3"Z6" SW 803"/6"
LTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO STRAP KING POST T
ALTERNATE A ALTERNATE B ALTERNATE C 0
POST BELOW WITH 2- POST BELOW WITH 2-CS18
STRAPS WHEN FULL HEIGH 1
UP TO LOVIER STUDS UPPER TO LOWER STUDS
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OSIB DIAPHRAGM FASTEN ROOF FLOOR DECK _1 d i SW 8d03/6: (2) CS18 STRAPS SW 8di (2) CS18 STRAPS ANCHORS ARE NOT USED
FLOOR
TO NAILER w/ (1) ROW 8d TRUSS. x4 SPF#2 CON 2i
0 3" O.C. FASTEN TO TOP W 81 HTT5 OR HDU5 LD
- HTT5 OR HDU5
LEDGER FASTENED W 8dO3 16.
PLATE w/ (2) ROWS TRUSS WEBS NTH
CONNECTION CONNECTION
OF 8d 0 3' O.C. w/3-0.131 x3" SOL-- PLATE ANCHORS - SOLE PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR
SHEARWALL NOTES: SEE SCH DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
COMMON.
FLOOR 1. AT ROOF TRUSS,
2x4 SPF_.," r><1 1 ;z
A H2.5T 0 32" O.C. TOP & BOT A
FRAMING
SYP#2 2x4 NAILER FASTENED ALL AROUND CONTRACTOR MAY SHEARWALL NOTES
B SEE PLAN B SEE PLAN
CHOOSE A,e,C,D, OR G. 1. PROVIDE 34s" OSB SHEATHING WITH 8d COMMONS 0 3" D.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD.
TO TRUSS BOT. CHORD wl- FASTEN CATS EACH END SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.13lx3*' @ 3" D.C. C (2)CS18 STRAPS C (2)CS18 STRAPS un UJ
3-0.1310" NAILS @ 6" O.C. D.C. FASTENED TO TOP 2. USE ALTERNATE A. - - -1
INTERIOR PLATE w/ 4-0.1310" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAIN FULL HGT THREADED ROD SEE PLAN
SHEARWALL.
Sw- SHEARWALL OR_/ COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HT74 HOLD DOWN AT BASE (U.O.N)
5-16d NAILS -V TRUSSES.
EXTERIOR WALL
ALTERNATE Q ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR S:, TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE F 3. USE ALTERNATE 4. INSTALL INTERIOR I G BELOW SHEARWALL'PER DETAILS ON S1.01
E & F FOR FLOOR
IRUSS ATT) u
IZ :
SHEARWALL ATTACHMENT AT ROOF FLOOR TYPICAL SHEARWALL ELEVATION 7 HEADER TIE DOWN'
0
S .1 PROVIDE SOLID BLC�IKING WITHIN FLOOR SYSTEM AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES W�EN NOTED ON PLAN
� Z n
Lu
4-12d T07 MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.
8d COMMON NAILS L SINGLE BRACING NOTES AND SPECIFICATIONS
D.) 2x4 SYP#20UTLOOKERS j Ln
AT 3" O.C.(TYP) ROOF NAILS (TY TRUSS BRACING
TRUSS @ 24" 0.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FA3TEN FOR T-BRACE SHALL BE 1x4 SYP#3
J
EACH END w/3-10d H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS -WALL STUDS i
2A2 OR (2)24 OR (2)2x4 SYP#2 LEDGER, TOEI,AILS OUTLOOKER TO TRUSS. (LION)
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. 2.)BRACING LUMBER SHALL INTERSECT <
ROOF SHEATHING COMMONS
TO 8 kCKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER.
ui
2XIS 3.)PERMANENT PERMANENT BRACING Ln z
ROOF TRUSS-/ ROOF TRUSSJ WHERE NOTED ON TRUSS MFR. SHOP
ANGLE BRACING APPLIED TO
SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
l�SYP#2 LEDGER ATTACH I-V--L
TO EACH STUD, PER ATTACH TO EACH STUD,
THESE STRAPS
AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP, T-BRACE IAZ�ILNLU 10
BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW, 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER I LENGTH LENGTHS > 8'-0". T-BRACE TO BE THEJH TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SPECIES,
VERTICAL 2X4 #2 SYP BLOCK @ EACH ME AS WEB
VERTICAL AND GRA GABLE END WALLS PROVIDE DIAGONALS
ROOF MEMBER. @ 6" ON-CENTER SEE AT END WALLS PROVIDE DIAGONALS
BETWEEN OVERF�_AMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING,
REACLION LEDGER SIZE & NAILING REAC-_nON LEDGER SIZE & NAILING TO BE
75 2x6 w/ 5-0.1310 1850-2345 2x8 w/ 6-1/,"OxiS" SDS SCREWS AND ROOF MEMBER. END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND-/ BRACED. (APPROXIMATELY 457.) TO THE
0-7
776-1250 2x8 w/ 8-0.1310" LOCATION. IF MORE THAN (1) LATERAL A A N EXTERIOR PERPENDICULAR
2346-3125 2x12 w/ 8-/4"OW SIDS SCREWS BRACE 1�_NEEDED, OVERLAP BRACE
1251-1540 2x10 w/ 10-0.13lx3" BLOCK TO DBL TOP WALL BETWEEN EACH LINE OF BRACING u
41, AS SHOWN.
�-PLT W/ 2-H2.5T J TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 wl 12-0.1310" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C.
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 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.]
X-BRACE w/ 2-16d INTO BOTTOM 8-10d LSTA12 @ 48" O.C. OR DBL TOP PILT LINE OF BOTTOM CHORD BRACING AT A
COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. PICAL
CHORD OF EA. TRUSS. -,vL TY
SDWC15600 @ 36" O.C. OMIT IF i
vm 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS ri 0 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BIZACING
_2_
OTE LEDGER CONNECTION BY TRUSS us F MIMING
SO.1 E DETAIL To TEN OVERFRAMED ROOFS, VALLEYS, ETC. `IIiiS0.1iiiii, NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" 1'-1
ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD MIN 2 PLY STUD
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE
GIRDER TRUSS C1,11i DETAILS
N-A TO SISTER A TO SISTER A OR BEAM GIRDER TRUSsOFFICE utj
FULL HEIGHT
WASHER AF_ 06 1XI
PLAN MIN 2 PLY 36 LONG STUD 36" LONG STUD OR BEAM
J! ANCHORING SPECIFICATIONS (l)MSTA24 STRAPS
@ 1 --- STUD FASTEN w/12- �FASTEN w/12-
T) FOLD OVER TOP PLATE (2)MSTA24 STRAPS 1
_1 0.1310" 0.131x3" GUN NAILS
FOLD OVER TOP PLATE SIMPSON HTT5 OR
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d
FULL HT. NAILS
DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN
UPLIFT SOLE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/18-10d HDU5 (2),1
PLATE 26-10d COMONS I I I I
GUN TS12 (2)MTS12-
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT ME
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE w
DOUBLE TOP CONNECTOR SIMPSON DTT2Z
PLATE SEE PLAN
TOP PLATE, PROVIDE A 2"x 2*x )6" STEEL WASHER.
rw18 4%1)/2" UNCLEAR REFER TO THE
---WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SIDS SCREWS
LL HEIG IT ARCHITECTURAL DRAWINGS OR
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
CONTACT THE E.O.R_
FULL HEIGHT SIMPSON FU \-(2)H2.5T \-(2)H2.5T
MINIMUM 2 PLY LTT20B THREADED ROD
ROD
STUD�
FULL HEIGHT I j ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM h" THREADED ROD WITHIN 6* OF MINIMUM
THREADED ROD j PROVIDE A HOLE IN THE PLATE X" LARGER THAN THE EPDXIED 4" MIN OR GIRDER (SEE PLAN) LAN NAME
THREADED
TURN TITEN HD 2 PLN . / 2 PLY), AT 2ND STORY
SEE PLAN 1 DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY
ELEVATION I 1 1 TUD , )/2x6" TITEN HD STUD STUDS PROVIDE 00
SNOLE CONTINUOUS RODS ARE PREFERRED, COUPLERE COUPLER TIGHT ROD EPDXIED (STNEBK - COASTAL)
S
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS 7.5" MIN /-EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/bRAWN/CHECKED
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS &6" TITEN HD (FLOOR TO FLOOR)
AS NEEDED) % ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) CS KM /LAP
AT SILL PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%%6-Y4") r MINIMUM
AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. /_2 PLY HOLD DOWN SEE PLAN DATE
THE NUT ABOVE THE UPPERMOST PLATE SHALL 13E SIMPSON DTT2Z STUD ROD DTT2Z 12.21.17
FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TWT W/8- Y4"X1N' HTT5 ROD HTT5
FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST,-- BUILT-UP POST,- � SCALE
FRAMING WtENCH (APPROMMATELY 30 FT.-LSS. OF TORQ11i
THREADED T) DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 1 LPA No.
THREADED ROD FOUNDATION HOLE HOLE SPEC. DEPTH DISTANCE FT.-LOS. OF TORQUE AFTM ALL TRADES ARE I
SEE PLAN - PER PLAN. 3/8 "0 11 11 COMPLETE AND PIRIOR TO INSULATION. i + TOLL-17-01226
1/2 0 2x2x1/,," 4" 4 2" 3
3 31,"o 3XV/4" 7.5" 12" 2Y2" 3" E Y ANCHORING� ALL THREADED RODS SHALL BE CONTROL No.
EMBEDME 5/8 /4"0 1
:.NT PDX HTT5 or HDU5 QTT2Z LTT208
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3371
FULL HEIGHT ANCHOR REQUIREMENTS 3/8" FULL HEIGHT ROD FULL HEIGHT ROD ULL HEIGHT TR CONVENTIONAL
SHEET
WALL SECTION THREADED ROD INSTALLATION CHART
12' FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM V FULL HEIGHT ROD ALTERNATE HOLD DOWN ATTACHMENT DETAIL R BEAM STRAPPING
FASTEN
To BEA
To 5/S
IFBSP UEADER
END
SU PPORT
ER PLAN (2)CS1 I
STRAPS
SHEA-
5
,J�
-72x4
O.0
O.0
1 ATTACHMENT I/�14 FULL HEIGHT THREADED ROD G I RD E
3 S, 0611
SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 1\�, SO.1 ALTERNATE 111A�SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN T 2 OF 9
OVERLAP SIDEWALL
TOP PLATE
KING STUD TO TOP PLATE:
. . . . . . . . .. ALWAYS PLACE SDWC15600 SCREW.
. . . HEADER AT
TOP OF ROUGH
OPENING 8d RING SHANK 0 3" O.C.
%"0 THREADED ROD
. . . . . . . . . w/3xV/�" PLATE
ROOF SHEATHING PER z"
H 75 W/ CONSTRUC11ON SPEC's
THREADED ROD-4 AX STUD TO TOP E Lou Pontigo a n d
EPDXIED 12" SDWC1 5600
1/2%10" S.S LAG BOLT Associates, I n C.
0 32" O.C.
[EXTEND HEADER TO
2 2 SPLICE 2x6 x 4-6" P.T. SYP NO.2
FAR SIDE OF WALL 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF 420 Osceola Avenue
(2)2x6 (2)2x6 SP--,U2 AS SHOWN. 0 0 24"o.c jax. Beach, Florida '12250
JACKS TRUSS @ 24" D.C. HEADER TO JACK STUD;
AND (1) 4'-O*x4'-O" PIECE OF WALL 6 6 SDWC:1 5600 1-C 18 Ph. 242-0908 Fax. 241-9557
SHEATING INSTALL AT UPPER HTT5 w/ 2x6 SYP#2 LEDGER FL: I
KING.\ CAW A344 SC:CA# 3579
CORNER 1" BELOW GARAGE HEADER w/2-1/4%6" SDS
ON EXTERIOR STUD (TRIMED AS DETAIL A %" THREADED ROD SCREWS 0 16"o.c \717
SHOWN) EPDXIED 12"
PRE-ENGINEERED-
WOOD BEAM PER PLAN
WOOD ROOF TRUSSES. 2x SPF BLOCKING
Nkj , . , I I
12d COMMON RIPPED TO FIT BOT PLATE TO FRAMING J
FASTEN SHEATING TO HEADER w/ 8d COMMON QR_ GALV..BOX NAILS
HTT5 w/ (2)SDWC1 5600 WIRE NAILS WITH GAP SHOWN :ell
IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING BELOW CS180 32" O.C.
wi THREADED RO
(STUDS, BLOCKING & SILLS) TYP. 0 4" 0.C. 0- $ V
: 4 HORIZONTAL LEG <
-4 X
EPDXIED 12 STAGGERED
SOFFIT, SEE cc
i
i -_ _ f 3-1 Od TOENAILS-/
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS %%8" LAG SCREW ARCH. % In
No.
EACH SIDE 4
RECESSED
7- 4x4 DIAGONAL
5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN
_ATE F 1
DOUBLE-/
STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/4" WASHER.
TOP 1 x4 P.T. SYP
A, 4�
%%8" LAG SCREW FASCIA rq
le PLATE-/
RECESSED FASTEN TRUSS
6x6 POST SEE PLAN PER 5/SO.O
Cq
SHEATHING MAY
4x4 VERTICAL
\-TERMINATE AT
TOP OF DBL.
ChristophL.�r j Sabourin PE
TOP PLATE.
ALL EXPOSED METAL
F L P E#7 14 6 1
CONNECTORS AND BEAM, SEE PLAN-/
FASTENERS SHALL
-4--
BE STAINLESS STEEL
GARAGE PORTAL WING WALL SHED ROOF BRACKET DETAIL I/�3 RAFTER TAIL DETAIL REVIS�i IONS
1 DATE
VA41rhl
.6-1 4 WALL STRAPPING DETAIL
/'WH�EN
0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO.2
SCALE: 3/4" V-0" ��2 SCALE: 3/4" 1'-0" OTE
S DETAIL ONLY APPLIES WHEN NOTED IN PLAN
so. THI
KING STUD TO TOP
SDWC15600
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO Ci ASSOCIATES PRIOR I'D
Z MAKING ANY STRUCTURAL FIELD
MOOIFICATiIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STUD CONSTRUCTION DOCUMENTS.ANY
SDWC15600 SCREW.-' FIELD ALTEPNATIUNS MADE PPIOR TO
@ 32" O.C. BEING AppRbVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT 1,14
ADDITIONAL ENGINEERING OR
INSPECTION FEES,
HEADER TO J
1-CS18
I To FaMING
BE= CS180 32" D.C.
4< Ln
Lmu
Lj
Uj
V_
5 WALL STRAPPING DETAIL
0
so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
n/ Uj
4<
LLJ
Ln z
10 0
U
Imisc
F D A
f\/-NMING
D�, TAILS
DO NOT SCIALE DIMENSIONS FPOM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER.TO THE
APCHITEC�TURAL DRAWINGS OR
TACT THE E.O.R.
PILAN NAME
STONEBROOK - COASTAL)
DESIGN/�DRAWN/CHECKED
CS KM /LAP
DATE
12,21.17
, SCALE
AS NOTED
LfIA No�
TO(L-1 7-01226
CON'T ROL No.
3371
OFFICE COPY SHEET
2 2"
H
AVIIIHEN 5
rPl"LAI,
STONEBROO
SIG R�
DEN
CS
S'0.2
1/ 3 OF 9
SYMBOLS LEGEND ----)
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
r.7;7/ -'7,Lj INTERIOR LOAD BEARING WALL LA
I DESIGNATES SLAB RECESS
Lou Pontigo and
Asso�,ciates, Inc.
420 Osceola Avenue
)ax. Bea,ch, Florida 32250
Ph� 242-0,08 Fax. 241-9557
FL: CA# �344 SC:CA# 3579
o,
'N
No. 7
57'-0"
-7--- 7- 12xl 2 PILASTER BUILT S
A
F
INTEGRALLY w/ STEMWALL. 3'-0 to 10'-0" 44'-0
�OR
T/PILASTER = F.F.E. REINFORCEN 90-0))
w/ 1-#4 @ EACH CORNER
Ch ris(ol he r S a b o Li r i n P E
9 3
0 F L. P E#714 6 1
S1.01 S1.01 S1.01
H13
_T_ REVI�IONS DAT
y 'x
<X
MONO FOOTING TO
FF-3FO
4111
STEMWALL w/ 2-#5x3O" 0
T
S1.01
PAVERS DOWELS EPDXIED 6" MIN.
_C14
�BY OTHERS
8
0 FIELDi ALTERATION
.01 4
S1.01 S1.01
PONTIGO 6 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
6
MODIFICATIONS WHICH MAYVARY
>1 S1.0 0 0 1
I I I Z FROM rHE II OF THE OPIGINAL
SAWCUT CONSTRUCTION DOCUMENTS.ANY
5�8 4
FIELD ALTERNATIONS MADE PRIOR TO
8 100-21P
S1.01 BEING APPROVED BY LOU PONTIGO E
ASSOCIATES MAY RESULT IN
rio B__� -0
:D ADDITIONAL ENGINEERING OR
K C)I '�Si.01)/ INSPECTION FEES.
3:
<
PROVIDE 2-#4x4'-O"
'\-STAIRS By
CORNER CRACK BARSI I I - I \ I I
��My
MONO FOOTING TO AT SLAB MID-DEPTH. S1.0 BUILDER
0
STEMWALL w/ 2-#5x3O"
DOWELS EPDXIED 6" 'MIN. T
3 _C\4
00 1
r6
6
S1.0
S1.01
'N" I
STO
L
_j 0
0
vw-0
0 0
S1.01 :L
F2.0
<
F OTING TO
MONO
STEMWALL w/ 2-#5x3O"
DOWELS EPDXIED 6" MIN.
7.
4" CONCRETE SLAB w/ '00
STAIRS B
FIBERMESH Q Y
I - - 7 _"� 1 1 BUILDER
I
OF CONCRETE OR tx6 W1.4xW1.4
F2.0 '1,kS1.01)/ 0
WWF ON 6MIL VAPOR BARRIER Z CL
LLJ
IN PREPARED GRADE.' ' LO
LOO rl
PAVERS, 0 i
.J Ln
4'-10" 1 e BY
OTHERS
0
COORDINATE WITH FINISH 00
2 5/S1.01, BUILDER TO
PROVIDE SAW CUTS PER
1 0 6 1 1 rg
I �Si.0)
S1.01
^0 FLOOR -MATERIAL. 2
00
Ljj
_F I
o Ln z
_0
I MONO FOOTING TO
n I STEMWALL w/ 2-# X3011-i 9 00
S1.01
DOWELS EPDXIED MIN
"Ln
61
0
xm
C\1� �,,zly,
r%
8"
S1.01
4'_3
to
S-0)) 35)-0)) 5'-1 13'_1 1 to
57o-0))
FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DPA IF A DIMENSION IS
UNCL=FER TO THE
ARCHITECyj1URAL DRAWINGS OR
P,�AN NAME
FOUNDATION P-AN
FOOTING SCHEDULE AND NOTES SCALE: 1/4" 1'-0" (ST0NEBROCK - COASTAL)
DESIGN/ORAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM /LAP
F2.0 2'-0" 2'-0' 11-011 3-#5 EA. WAY BOT. DATE
F2.5 2'-6" 2'-6" 3-#5 EA. WAY BOT. 12.21.17
F3.0 3*-0" S-O" 11-01. 3-#5 EA. WAY BOT, SCALE
F3.5 S-6" 3'-6- 1'-0" 4-#5 EA. WAY BOT. AS NOTED
F4.0 4'-0- l'-O" 4-#5 EA. WAY BOT. LPA No.
F4.5 4'-6- 4'-6- 11-011 4-#5 EA. WAY BOT. TO(L-1 7-01226
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. 0 F F 1(%;E C 0`f
.14
"61 "
^8
/9\
X
X
M A E 'To
'lop
p
D p PJNTIGD 1,
LOU 0
RFSULTIN
I RING OR
�EE
FEES
6
V-Ot-t=7
'A
S1 . 0
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. �T4O IF�9 �
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE ANCHORAGE PER
TYPICAL WALL FRAMING
PER CONSTRUCTION SPECS. CONSTRUCTION SPECS.
AND ANCHORAGE PER
CONSTRUCTION SPECS. :C
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 112" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE —SOLE PLATE ANCHOR,
L 0 Ll �ontigct and
4'-0" HIGH, NOTIFY E.O.R. 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O
Ass6,ciates, [ tic.
BLOCK w/ 1—#5 CONTINUOUS
MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/Sl .Ol
FOR TEMPORARY BRACING 51
WHEN SPECIFIED ON PLAN. 2
LAYOUT PLAN AND SEE ARCH PLAN
7_z;:7 420 Qsceola Avenue
x. e c , On a
PERMANENT LATERAL I
SLAB ON GRADE, -- SLAB ON
SUPPORT DETAIL.
I)h. 242-0908 Fax. 241-9557
SEE PLAN. -4: GRADE,
FL: CA It �344 SC:CA4 3579
PLAN.
_4
_4 � --_\�__-----
!:GRADE OR CONIC.
4
SEE PLAN.
N
V <
8" CMU STEM WALL W/
C
#4 DOWEL TO MATCH VERT. EIV
SLAB ON -+. r <
Y #4 VERTICAL DOWELS', @ 24" O.C.
SHOWER PAN SLOPES TO DRAIN, SEE ARCH
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE GRADE— i A
90* BEND INTO FTG. 1 Q
SCHEDULE) w/ 6" HOOK INTO Nlp. 7 4 1
PLAN, MAINTAIN 4" MIN. SLAB THICKNESS.
SEE PLAN
'X
Cmu REINFORCING 00
J: COURS FOOTING. LAP VERT REINFORCING
ES
<
25" IF STEMWALL IS GREATER
...... S�AT
�''l TO 6 #4 VERT. @ 48"O.C. *.%A,
0
71 To 10 #4 VE R T. @ 24"O.C. `*'�CONTINUOUS CONCRE�JE
THAN (3) COURSES.
4
11 :: TO 12 #4 VERT. @ FOOTING
8"O.C. CONT. CONCRETE FOOTING
STEMWALL, SEE 1 , S1 .01 it
STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT.
3" CLEAR
HAVE TRUSS TYPE HORIZ. JOINT < Christophpr J Sabourin PE
1 O"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. Li
REINF. BETWEEN EVERY OTHER F L' P E 7 14 6 1
10%20"
COURSE. FILL CELLS SOLID. -
A T E)
w/ 2—#5 CONT.
REVISIONS
G
TING )/V/ r3
STEMWALL FOOTING 2 FOO SHOWER RECESS ARAGE STEM WALL
SCALE: 3/4" 19-01) (IF REQUIRED) ��.O 1 (IF REQUIRED)
��-o 1
TYPICAL WALL FRAMING AND ANCHORAGE
fl" FIEL�, ALTERATION
PER CONSTRUCTION SPECS.
CONTRACT6RSHALL CONTACT LOU
PONTIGO A ASSOCIAXES PRIOR TO
MAKING 4NY STRUCTURAL FIELD
(1)#5 CONTINUOUS, PROVIDE
MOI-11FICATIONS WHICH MAY VARY
CORNER BARS (TYPICAL) FROM THE INTENT OF THE ORIGINAL.
CONSTRUCTION DOCUMEWS.ANY
STEP, SEE
FIELD ALTER�NATIONS MADE PRIOR TO
12" HOOK INTO SLAB. BEING APPROVED BY LOU PONTIGO Ft
ARCH. ASSOCIA'rES MAY RESULT IN
ADDITIONAL ENGINEERING OR
(41) M AX.)
EQUAL TO SLAB \'�l N P�EC T 10,14�F
IEES
THICKNESS.
6�
S:LAB ON GRADE,
7B @ SLAB RECESS-
SEE PLAN.
BRICK VE z
NEER IS
WALL FRAMING--\
INCREASE OF FOOTING
U
ACCEPTABLE! WITHOUT
1" DEEP SAWCUT wl SEE
PLAN
8" CMU STEM WALL W/ SLAB ON
ELASTOMERIC SEALANT SLAB ON GRADE, WALL FRAMING—\ STEP, SEE SIZE.
#4 VERTICAL DOWELS @ 24" O.C. SLAB ON ARCH. PLAN
GRADE— 1
90' BEND INTO FTG. GRADE,
LU 7 SLAB ON
SEE PLAN
GRADE, SEE PLAN. ry
417
00
NOTES: SEE PLAN.
0
4
00
1) PROVIDE SAWCUTS TO CREATE 4"/
APPROXIMATE 12' X 12' MAX. SQ.
CONTINUOUS CONCRETE--
2) SAWCUT CONC. SLAB WITHIN 4 TO
FOOTING
12 HOURS OF CONIC PLACEMENT. OPTIONAL 3 —
3 CLEAR ry 8"xl 6"
Lz < 2" FLAIR 01 1—STORY, w/(2)#5 CONT. 8"'xl 6" 1 —STORY, w/(2)#5 CONT.
8 x20"
10%20" 1 2—STORY, w/(2)#5 CONT. Z
U I 8"x2O" 2—STORY, w/(2)#5 CONT.
w/ 2—#5 CONT. 2
SAW CUT DETAIL BEARING AT INTERIOR OWN
STEMWALL AT GARAGE 5 K7 MONO. FOOTING AT STEP-D
r4 :D
SCALE: 3/4" l'—O"
.01
�ls 1,�01 1\�-o 1 -�01
Ln
TYPICAL WALL FRAMING
AND ANCHORAGE PER
CONSTRUCTION SPECS. PAVER BY MATCH DOOR Y4 RECESS
WITH, SEE ARCH.
BOND BEAM w/1— E S I SLAB ON
4 GRADE,
SEE PLAN.
It PAVING BY
SLAB ON X
<
it MASONRY BUILDER
GRADE, :2 12%12" 1#5 CONT.
Z SEE F-T STEM WALL w/
PLAN. E.J. 10B FOUNDATION
0 - 1—#4 @ 48" O.C.
7; X 00 1 1'14 GRADE OR CONC. MATERIAL
DETAILS
5� SLAB, SEE PLAN.
I —L SLAB ON
4
0 GRADE,
CN z
SEE PLAN.
it
ALT. FOOTING AT A,
0
BUILDERS DISCRETION.
4 DON T SC LE DIMENSIONS FROM
_ #3 @ 48" O.C. OR THESE DPA IINGS_IF A DIMENSION IS
THICKENED EDGE UNCLEAR REFER TO THE
ROD CHAIRS (TYP.) DETAIL 1 OA ARCHITE&,URAL DRAWINGS OR
w/ 1—#5 CONT. CONTACT THE E.O.R.
12" 10" THICK x 20" WIDE w/ (2)#5 CONT. A_N N AM E
w/(2)#5 CONT. 00 — COASTAL)
(STONEB K
DES IG N/lDRAWN/CH ECKED
CS KM /LAP
DATE
H STE rl_o_\� T 112.21.17
r8 M WALL HICKENED SLAB
MONOLITHIC EDGE FOOTING r9 PORC
iSCALE
AS NOTED
'\�Lo�l
LPA No.
TOLL-1 7-01226
CQNTROL No.
3371
SHEET
0"F F I C"E C OPP""y"
-41 -
f4
SHE�T 5 OF 9
SYMBOLS LEGEND
---- DESIGNATES SHEARW
ALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW: 3ZL4 SHEARWALL SHEATHING TO BE APPLIED.
L
8d 0 9 DESIGNATES 8d COMMONS @
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.
L o u ontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
x 3/a" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557
THREADED ROD, SEE DETAIL 12/SO.1 F L: CA 4 8344 SC: CAYI 3579
5/8" A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
5/8" A307 DIAMETER THREADED
0 7t
i ROD TERMINATES AT FIRST FLOOR NO. 61 0 z
TOP PLATE SEE DETAIL 12/SO.I
S E
q TAA
I F
SIMPSON HTT5 SEE DETAIL 15/S0.1 4k_ :$
?0<,
OR10*
6x6 P.T. SYP#2 POST SIMPSON DTT2Z SEE DETAIL 15/SO.I AL
w/ABU66. SEE DETAIL
CANTILEVER BEAM 2/S0.1. (TYPICAL) (2)2x6 Christoph�r j Sabourin PE
PAST POST TO F L' P E#714 61
SPF#2 B SIMPSON LTT208 SEE DETAIL 15/SC.�
(1(2)2X8-1/1� 2)2x8-1/1 SEE DETAIL
C(2)2x8-2
SUPPORT BEAM ABOVE -J /D POST.
---------------- t
REVISIONS
(2)PLY 11.25" LVL 1/SO.2.
T WALL STUD SCHEDULE D A T E"'N
TE STUD SIZE
LOCATION
BRACKET PER DETAIL HUC210-2 PLA
I I HEIGHT & SPACING
2/SO.2 (2 PLACES). HANGER
LLJ 2x4 SPF#2 0 16" O.C.
EXTERIOR
> (2)2x6 POST DIREC I'LY MAX
0 10,-1 2x6 SPF#2 @ 16" D.C. or
EXTERIOR
m
BELOW POST ABOVE. MAX 2x4 SPF#2 0 12" 0,C.
<
C
PROVIDE SOLID BLOCKING
Do EXTERIOR 10'-1 TO 2x6 SPF#2 @ 16" O,C,
x to
_x WITHIN FLOOR SYSTEM.-- OSB WALL
C)..
MAX
m SHEATHING. INTERIOR 2x4 SPF#2 @ 16" C-C.
C\j V) SHEATH CONT TO FLOOR
LL_ C14 I I i ---
-0" 2x6 SPF#2 @ 16" O.C. or
12'
INTERIOR MAX 2x4 SPF#2 Cq 12" O.C. F I�EL D," ALTERATION
DECK. FASTEN TO ALL Ld
ct�
FASTEN TOP OF WALL I
TRUSS MEMBERS W/ 8d C; Ld
CONTRACTOR SHALL CONI ACT LOU
'C4
PER DETAIL 5/SO.1.--\
\� I POI`4I_IGO A ASSOCIATES PIZIOR To
COMMON 0 3" O,C. DO (0 < 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
SEE 3/S0.1 FOR BEAM mooiFiCAT;iONS WHICH MAY VARY
NOT BREAK SHEATHING C111 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROMTHE INTENTOF THE ORIGINAL
04
CONN. (TYPICAL)
(3)2",' 1/2 AT DOUBLE TOP PLATE C, CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY
�)2x /1 �x ARCHITECTURAL REQUIREMENTS. FIELD ALTEPNATIONS MADE PRIOR To
41 BEING APPROVED BY LOU PONTIGO&
C) C4
<
u 3. SPF DENOTES SPRUCE PINE FIR., SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN
N Li YELLOW PINE. ADDITIONAL ENGINEERING OR
\-STRAP HEADER < INSPECTION FEES
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
PER 7/S0.1 OSB WALL e
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
SHEATHING.
TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" D.C.
00 i
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
x
D4 SHEARWALLS
C",
U- 00
x COMBINED USE PANEL NOTES
4i N BRACKET AND
LLIS BY BUILDER
(2)2x6 -c-4 TRE
1. EXTERIOR WALL SHEATHING SHALL BE
SPF#2 %
FASTEN TOP OF WALL Z-11 11 (2 PLACES) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
POST. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEA�HING
PER DETAIL 5E/S0.1. SPLICE LOCATIONS FOR MULTI SFORY CONDITIK)NS
LLJ
t JPN C)
2. SEE SHEET SO.0 FOR WALL SHEATHING i
C/)
(2)2x10-2/1 (2)2x6 SPECIFICATIONS.
(3)2x4 > F
SPF#2 SEE DETAIL
0 l`______-______
SPF#2 m 3. UPPER MOST TOP PLATE SUPPORTING ROOF
GIRDER rC-_4� POST. 1/SO.2. 0�
MEMBERS SHALL BE STRAPPED AS SHOWN IN
STRAP HEAC
POST. E R
FG02 C14 DETAIL l/S0.O
ABOVE PER DETAIL 71r--;O.l uj U
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
117 x
�x
;I 1 00
x
lv 31SO.0 as
i! -N O:� I __4
31
LIJ
GENERAL NOTES
ry >
0 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0
(3)2x4
SIZES AND SPACING, AT GIRDERS AND BEAMS,
ao
SPF#2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 4<
I C) I rf
POST. I r I PLIES. j
0 PROVIDE MIN.
co 1.1-
t 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
MI 6x6 P.T. SYP#2 FOST %j j
FASTEN n (2)INTERMEDIATE 1 !I --W/ABU66. SEE D TAIL j
H, SHEATHING SPECIFICATIONS.
(2)2x6 POST DIRECTLY bj JACK STUCS
OF WALL PER
n I 2/S0.1. (TYPICAL
BELOW POST ABOVE. I
00 ry-, HEADER TO JACKS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
X 1 DETAIL 5E/S0.1.
C\J 4<
CNI TOGETHER PER DETAIL 6/SO.O
PROVIDE SOLID BLOCKING __,,�, W/ (2)CS1 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
WITHIN FLOOR SYSTEM.
X
OSB WALL CN
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
x 3/SO.0 v Jask
SHEATHING. C14 CN
LAJ
x
1p 0 u
C14 04 1
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
+
STRAP HEADER PER
ATTACHMENT PER DETAIL 5/SO,l
DETAIL 7/S0.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT Lou
[Mason
TERMINATE BETWEEN TRUSSES, SEE 5A/SO,1
m
C I
(2)2xl 2
------- .............. 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
(2)2X6 r7S;�UE 3/S0.1 FOR BEAM 0
L C-1(r2)2 x 8- 0
SPF#2 CONN. (TYPICAL) CS18 STRAPPING DETAIL
POST. u
CS18 STRAP w/ loll
END LENGTH. FASTEN
THIS END W/ 9-10d.
u0j
WALL FRAMING--/ 1'
z
FIR-ST FLOOR
'.\_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN i
I D A
TRUSSES FINAMING
OR JOIST.
PLAN
WALL FRAMING LU 0
SHEARINALL NOTE: Sw: 3/6
SW: - /6 DESIGNATES SHEARWALL CS18 STRAP w/ loll
END LENGTH. FASTEN
NAILI G - 8d @ 3" EDGE AND 6" "FIELD" THIS END W/ 9-10d.
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCUPAR REFER TO THE
SOLE PLATE ANCHORS - SEE SCHEDULE ON APCHITEC,ruRAL DRAWINGS OR
ON D-TAIL 3/SO.O
FIRST FLOOR FRAMING PLAN
SCALE: 1/4" l'-O" P I�AN NAME
STONEBROOK - COASTAL)
SOLE� PLATE ANCHOR SPACING SCHD DESIGN/I DRAWN/CHECKED
ALL EX ERIOR WALL 42" O.C. CS KM /LAP
UNLESS OTHER NOTED DATE
12.21.17
SHEA WALLS 24" O.C.
(SW d0,3"/6") S ALE
S NOTED
SOLE_ELTk_L_4 WHEN NOTED ON PLAN LPA No.
SEE NOTE 2
TO�11_-17-01226
1. INSTALL SOLE PLATE ANCHORS PER DETAIL C b] NTRCL No.
3/ 0.0
3371
2. AN HOR SPACING SHALL BE AS NOTED. FOR SHEET
EX MPLE SOLE PILT 0 36" =
36"
n
A
(2
H U C
wj t1H A
1/17
r12 2 x 610��
Sp F#2
P QL
T
>
�T
X-,
ON-CENTER SPACING F F IL'p;" E 0 P
SH
SHEET 6 OF 9
SYMBOLS LEGEND
TS16 DESIGNATES UPLIFT CONNECTION.
FRAMI 4G PLAN NOTESs
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. e
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. VV-iEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS
DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou o n t i S o a n d
Ass oci a tes, I n c.
TRUSS
FASTENING DETAILS 420 Osceol i Avenue
Jax. Bealch, Florida 32250
Ph. 242-008 Fax.241-9557
FL: CA 4 8344 SC:CAH 3579
...............
VEZ
NO. 4 Z
STAT F
41OR
%
STUD DIRECTLY
RAFTER TAILS, BELOW TRUSS TOP PLATE TO
F SEE DETAIL 5 �)UWLAZ)bOO STUD SDWC1 5600
Christopher J Sabourin PE
SO.0
3/SO.2 (TYP.) HTS1 6
F L: 1) E#714 61
SOA 2x6 STRUCTURAL FASCIA.
I FASTEN TO RAFTER TAILS T�USS TIE DOWN WITH SIMPSON SDWC REVIS IONS
I - 7 D A T E
I d' .1 1 w/ A35. (TYP)
N A C14 6 n cli 8 Cl) CV) co co Cl) cy') C I I
X/�;/M/ (0 C14 N C14 N' C14, C4 CD C:)
LL LL U_ LL LL Rafter to Top Plate shown
LL F- F- F- F- F- F- F-
Truss to Top Plate similar
PORCH CEILING SHEATHING SDWC15600 @
AT BOTTOM CHORD OF EA FLOOR TRUSS Optimal 22)�
TRUSS SEE 2/S0.1.
0'
10'
T02 I
L0
39
SHEA111 WALL CONT. THRU I
LOW ROOF TO 1ST LEVEL JOE FIELI)i ALTERATION _)I,
X,
BOTTOM PLATE. OVERLAP CONTRACTOR SHALL CON-FACT LOU
FLOOR SYSTEM PER 1/S0.1 STU DIRECTLY PON]-IGO L9 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
_JR
IEL)W TRUSS -
^5 Y2"Max MODIFICATIONS WHICH MAY VARY
FROMTHE INTENI OF I'HE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
'4EA FLOOR TRUSS
V
�_O
/A
SDWC15600 TOP PLATE TO
ASSOCIATES MAY RESuLr IN
STUD SDWC15600
ADDITIONAL ENGINEERING OR
i -H H
'PECIION FEES.
IN5
JOE
F08 RAFTER TAILS, Note: 11. Sloped-roof rafters may be sloped up to and including
OSB BLOCKING PER
\—SEE DETAIL a 12:12 pitch and must be "birdsmouth" cut.
F08
DETAIL 5E/S0.1 JOE
3/SO.2 (TYP.) 2. Reference detail 4 for installation instructions.
F0511
r> 11
I ��l F08 SIMPSON SDWC INSTALLATION PZANGE
N r4
OSB BLOCKING PER C0 U)
V07 U
08 DETAIL 5E/SO.1_'_� Tol.—
<
HTS1 6=�- Ln
THD46 LL IiQ�6
so.1 F09 2x6 STRUCTURAL FASCIA. Uj
I FASTEN TO RAFTER TAILS
13-E
w/ A35. (TYP)
F09 THD46
to Lij
C, �so.b,>
F09 TH L.Li
S\, THD26-2
FG02
THD46
F09
STJD NOT DIRECT Zt a.
46 0
THD
F09 (D 4111-1 BLOW TRUSS
U_
SDWC15600
Uj
n1
1[gftE Reference detail 2a for installation angle limit
F10
SDIWC INSTALLATION
S1.2 :D
OSB BLOCKING PER
Rafter to Top Plate shown
S0.1 so
DETAIL 5E/ .1 OSB BLOCKING PER
(Truss to Top Plate similar)
DETAI 5E/S0.1 i Uj
3,1711
0
PORCH CEILING SHEATHING
_j
STUD NOT DIRECTL
12 AT BOTTOM CHORD, OF
BELOW TRU
TRUSS SEE 2/S0.1.
co
C:1
F08 Lo LO
Do not install SDWC in
IV U- LL 7 LL v u- VI hatched area
F13
SDWC15600 U
SOA MIN
Overhanq 1 1/2
2" MAX
Products Truss Connector Total List EXTERIOR
BEARING WALL. SDWC INSTALLATION PZANGE
PlotlD Length Product Plies Net Qty Manuf Product Qty FASTEN TO BELOW PER DETAIL 5/SO.2. FLqOR AND
FBM1 11-09-00 onCENTER@ LVL 2.OE 1 3/4" x 16" 2 2 USP MSH422 2 2ND STORY POST SET 2X4 WALL SHEATHING. FRAME 2ND LEVEL WALL STUDS CONT. TO
USP THD26-2 2 DIRECTLY ON BEAM --\ BLOCKING 1ST LEVEL TOP PLATE. DO NOT FRAME RobF TRUSS
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES BELOW AROUND KNEEWALL AT THE FLOOR ELEVATION. Rafter or Truss
USP THD46 6 POST OSB BLOCKING PLACEMENT
FLOOR SHEATHING Yg"" minimum edge
BETWEEN EACH distance for full
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 2X12 BLOCKING FLOOR values (with or
TRUSS. SEE 5E/SO.1 Splice may be in upper or PLAN
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 BETWEEN EACH SHEATHING. FLOOR without a plate ower plate
SCREW UNLESS OTHERWISE NOTED JOIST >< TRUSS. splice)
DO NOT SCXLE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
PORCH BEAM, UNCLEAR REFER TO THE
L ARCHITECI�FURAL DRAWINGS OR
L�k A" from top plate
SEE PLAN. I splice Offset CONTACT THE E.O.R.
ZSTUD N1
LOW LAN NAME
P� OK - COASTA
FLOOR AND ROOF TRUSS PLACEMENT PLAN for full values 00
SDWC1 5600 SDWC1 5600 I(ST07NEBO L)
SCALE: 1/4" 1'-0" (2)CS1 8 POST TO -,--1
DESIGN/�RAWN/CH ECKED
POST
PORCH CEILING EXTERIOR CS KM / AP
SHEATHING AT DATE
BEARING WALL.
BOTTOM CHORD OF SDWC AT TOP PLATE SPLICE 12.21.17
TRUSS, SEE 2/S0.1 SCALE
1 ST STORY POST. SEE
AS NOTED
PLAN. LPA No.
TOL-1 7-01226
d
WNTROL No.
371
3
DECK DETAIL
1 SH EET
'2)
OFFICE C'OP'y
r
:& A
S1 .2
SHEET 7 OF 9
FASTEN TO BELOW
PER DETAIL 4/SO.2.
00 SHEATH WALL CONT.
THRU TO BEAM BELOW
C:(2:):2 jx6-�1/1
csi 8
00 71
00 00 0
V)
3: C14 C)
co') 60
_j U)
Ltj
M -.4- Q (2)2x6 7w
INK"
CS1 8 1 CN I"MiL
0 __j SPF#2_ I
- -IT03 E POST.
TRUSS
< ABOV SHEATH WALL CONT. THRU
Aa
bi LOW ROOF TO 1ST LEVEL M.
bi H -
n (2)2x6 SPF#2 BOTTOM PLATE. OVERLAP
m 1L
< POST. STRAP TO FLOOR SYSTEM PER 1/So.1
LL_ Lu
BELOW w/ CS18
SHEATH WALL CONT.
THRU TO BEAM BELOW_-L111
T V)
STRAP HEADER
o
z
p_-____] PER 7/So.1
"(2)CS18
—7
PROVIDE MIN. _j W 0
00
x
R z
STRAP HEADER (2)INTERMEDIATE JACK 04 �_ 0 < <
1_1� W Q f1f >
00 PER 7/S0.1 Dr,i ul STUDS. FASTEN TOP AND
C14
X LL_ Lj
BOTTOM w/SDWC15600.
_j
cr Lij
LLi o
(2)081�3 z ft�
En 0
_j o o
0 _j
_j
Ld
CS18 @ BOTTOM OF STUD (2)2xl2
CS1 8 WHERE NOTED. SEE DETAIL _j _j <
_3
`�\AT BOTTOM RIGHT OF PAGE.
x
1 1 9w <
cs ja
0 _j
ki- 0 in I- _j
I- Z
cq <
x 04_j Zg:
__j [7
z
x Lij
�j C4
M La
La >
2)CS1 8 04111 _j
+
(2)2x6 SPF#2
I&
POST. STRAP TO X,
>
01 BELOW w/ CS1 8
�A
COMB
0')
x STRAP HEADER
PER 7/SO.1
TRUSS T1 i I
U) 61ABO C14
N,
N
71
(2)2x6 SPF#2
00
PROVIDE MIN. )INTERMED C'4
POST. STRAP TO 1A x
x
BELOW w/ csi 8 JACK STUI)S. HEADER
+6'
JACKS W/ (2)�Sl& JACKS I
`18. i 6x6 P.T. S
00 OD 00 BELOW W/ (2)CS
V) OD
(2)CS1 8 1,-,�`:SET ON B E
C)
TRAP TO
i w
CS1 8
X12
(2)CS1
C:(2:)2:x=6-71/1
F(2)2x6-1/1�
6D SEE 3 S
BEAM
CONN. (T
SECOND FLOO
0_ PLAN
SCALE: 1/4' f-o"
Et,
L
S_
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS @
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 P o n t,i g o a n d
BEAM OR TRUSS, SEE PLAN AssQ c i a t e S, n c.
ANCHOR LEGEND 420 C)sceola Avenue
Jax. Fea��Ih, Florida 32250
A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL: CA tt 8344 _SC:CA# 3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
ke:
"Ns""-w < 4 .
-3/a" A307 DIAMETER THREADED ........
ROD TERMINATES AT FIRST FLOOR
go
TOP PLATE, SEE DETAIL 12/SO.1 %
cj
5/8" A307 DIAMETER THREADED NO 4 7t
ROD TERMINATES AT FIRST FLOOR
(95
C14
TOP PLATE, SEE DETAIL 12/SO.1
S�A
F
SIMPSON HTT5 SEE DETAIL 15/SO.1 4
FASTEN TO BELOW AL
SIMPSON DTT2Z SEE DETAIL 15/SO.1
PER DETAIL 4/SO.2.
V
SHEATH WALL CONT.
00 Christopher j Sabourin PE
THRU TO BEAM BELOW
SIMPSON LTT209 SEE DETAIL IS/S0.1 F Li� P E 4 7 14 6 1
(2)2x6-1/1
C:(2�)2:x 6-�1/1
CS1 8 II(�R E V 11�11 0 N S
WALL STUD SCHEDULE DATE
00
1 00 0 (---1
ATION PLATE STUD SIZE
V) V) LOC
HEIGHT & SPACING
2x4 SPF#2 0 16" O.C.
c� T EXTERIOR
0 (0 X MAX
X
cn 10,-1 2x6 SPF#2 @ 16" O.C. or
LLJ �', N I , (2)2x6
w EXTERIOR
C,4 4i- 5 MAX 2x4 SPF#2 0 12" 0,C.
CS1 8 SPF#2
� j SHEATH WALL CONT. THRU EXTERIOR 10'-1 TO 2x6 SPF#2 Ca 16" O.C.
0 TRUS_8�-TJ03 ABOVE POST.- 1 14'-0
LOW ROOF TO 1ST LEVEL
BOTTOM PLATE. OVERLAP INTERIOR MAX 2x4 SPF#2 @ 16" 0.C.
77 Lij
FIE L Di A L T E
Ld (2)2x6 SPF#2 I I FLOOR SYSTEM PER 1/S0.1 INTERIOR 12'-0" 2x6 SPF#2 @ 16" O,C.
c)
MAX 2x4 SPF#2 @ 12" O�C. ATION
0 POST. STRAP TO
cif j STUO NOTES, ONTRACTOR SHALL CONI ACT LOU
I< Ld j BELOW w/ CS1 8 PONTIGO a ASSOCIATES PRIOR To
In
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM-rHE INTENT OF THE ORIGINAL
SHEATH WALL CONT. CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTPUqTION DOCUMENTS ANY
ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADF PRIOR To
THRU TO BEAM BELOW --------- F- BEING APPROVED BY LOU PONTIGO&
C V) 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
ASSOCIArES MAY RESULT IN
;fl YELLOW PINE. ADDITiONAL ENGINEERING OR
4', J
STRAP HEADER oo I LLJ
C) INSPECTION FEE
09311
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
j
J PER 7/S0.1
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
F- Lj 0 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 4 16" O.C.
L--(2)CS1 8 PROVIDE MIN. Z :2 F
MINIM
< UM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
X
F- C) < < SHEARWALLS
(2)INTERMEDIATE JACK
Uj
STRAP HEADER
I z
STUDS. FASTEN TOP AND 0 LL. LLI
COMBINED USE PANEL
LLI
NOTES
!I F1
H1 i � III
.N 1 1 1 _, I
I 1�1',�PER 7/S0.1 �I I I/ It----- - I _j T
X F T'llp-, BOTTOM W/SDWC15600. in �- 110%
LLI =) C) U
0_ F- Z CL,
1. EXTERIOR WALL SHEATHING SHALL BE
C)
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
00
C) _j TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
1 4<
------------- LL_
_j < SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
m
Z SEE SHEET SO.0 FOR WALL SHEATHING
CS18 @ BOTTOM OF STUD <
_j V) Uj
z", SPECIFICATIONS,
ILLJ _j
CS1 8 WHERE NOTED. SEE DETAIL < > LIU
3. UPPER MOST TOP PLATE SUPPORTING ROOF
3:: Ld CL <
1�1,,AT BOTTOM RIGHT OF PAGE. cs _j 0�
00 0B_ MEMBERS SHALL BE STRAPPED AS SHOWN IN
X 0 _j
0 in DETAIL 1/SO.O
F- Z A
<
CN
04 _j
X z 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
X
N Ld Ld > 31so.0
7
F- Lj
CN
_3
-----------
U) < _j
�2)CS 8 cli
<
GENERAL NOTES
J
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
I AND SPACING. AT GIRDERS AND BEAMS,
(2)2x6 SPF#2
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDE
POST. STRAP TO U) R
LIJ PLIES.
>
I BELOW w/ CS1 8
0 2. SEE SHEET SO.0 FOR ROOF AND
m I,?)csi 8 SHEATHING SPECIFICATIONS. FLOOR
< L
7 STRAP HEADER D
(0 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PER 7/S0.1 (N PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES .j
X m F___ I
TRUSS T1 ABO
�1 TOGETHER PER DETAIL 6/SO.O
N U) N CN < n
t
w
X
00 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
:3 (2)2x6 SPF#2 PROVIDE MIN. (2)IN TERM EDIATE X
0� 3/SO.O Uj
0 Z
POST. STRAP TO JACK STUDS. HEADER TO c\j!`
7� 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
BELOW w/ CS1 8 JACKS w/ (2)CS18. JACKS TO
ATTACHMENT PER DETAIL 5/SO.1
BELOW w/ (2)Cc-18. 6x6 P.T. SYP#2 POST
/7 SET ON BEAM BE-OW.
00 CID 00 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
- 00 (2)CS18 12
V) V) C/) STRAP TO POST 13ELOW TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
C) 0 0 (2)2xl 2
w/ (2)CS1 8 (TYP
CS1 8
7� AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
AND HOLD DOWNS
(2)2x6-1/1� (2)M-1/1, ((2)2x6-LLzm__ 00_K7=SEE 3/S0.1 FOR BEAM 0 0
0 CONN. (TYPICAL) CS18 STRAPPING DETAIL
U
CS18 STRAP W/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
z
WALL FRAMING
zLq
SECOND
NO NAILS REQUIRED
FLOOR !I IN CLEAR SPAN
TRUSSES- FLOOR
OR JOIST.
FRAMING
11 z
WALL FRAMING-/ i
z
Lq PLAN
/ 1011
CS18 STRAP w
END LENGTH. FASTEN
THIS END w/ 9-10d.
DO NOT SCl/kLE DIMENSIONS FROM
THESE DRIA\�IINGS.IF A DIMENSION is
UNCLEAR REFER TO 11-iE
ARCHITEC,TURAL DRAWINGS OR
SECOND FLOOR FRAMING PLAN PLAN NAME
SCALE: 1/4" V-0"
STONEBRODK - COASTAL
DESIGN/,pRAWN,/CHFCKED
CS KIM /LAP
DATE
112.21.17
SCALE
AS NOTED
LPA No.
TOLIL-17-01226
CONTROL No,
3371
SHEET
0
X6
�q2
)ST
7P
L
T-L
r
Ok F F 1 E U`0 P Y
51 .3
SHE�T 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAM14G PLAN NOTESo
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 SO.O.
4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS
DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. _j
Lou ntigo and
Asso�coates, Inc.
TRUSS
420 C)sceola Avenue
FASTENING DETAILS Jax. Bealch, Florida 32250
Ph. 242-0,908 Fax. 241-9557
FL: CA 4 �344 SC:CA# 3579
_ER J�
...........
\cE
A-
No.
6 Z
S tAT
LY11
STUD DIRECT
�KLOW TRUSS TOP PLATE TO
RAFTER TAILS, SDWC15600 STUD SDWC15600
5 Christopher I Sabourin PE
SEE DETAIL
SO.0 F L P E#7 14 6 1
3/SO.2 (TYP.)
I tiu-s-s -I IE DOWN WITH SIMPSON SDWC
REVI�IONS DATE
(0 icD CC) _N Rafter to Top Plate shown
0 0 0 11
C) D 0 Truss to Top Plate similar
ID
F- R
C, C, C
Optimal 22yj
r
10, 0'
\x
39
02
HTS1
Truss Connector Total List
FIE L D, A LTER 4TIO N
Iva HTS1 6-/iNI anuf Product Qty CONTRAc rbp,SHALL CONTACT LOU
STUD DIRECT[Y] PONTIGO 0 ASSOCIATES PRIOR TO
RAFTER TAILS, USP JUS24 1 BELRW TRUSSI MArING NY STRUCTURAL FIELD
MODI IC IONS WHICH MAY VARY
SEE DETAIL IU4 Y2"MaX FROMTHE INITEN r OF THE OPIGINAL
S DN DOCUMENTS.ANY
5 USP THD26 3 CON TRUCTIC
3/SO.2 (TYP.)-\\ \SO.O/ FIELD ALTEP I NATIONS MADE PRIOR TO
L--U — BEING APPROVED BY LOU PONTIGO&
I USP THD26-2 1 !SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
luo 71
N N STUD SDWC15600 ADn1TIO1-,IAL FNGINEERING OR
N PEC I ION I-ELS
RAFTER TAILS,
SEE DETAIL 11. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be "birdsmouth" cut.
3/SO.2 (TYP.)
N 2. Reference detail 4 for installation instructions.
I Ut
SIMPSON SDWC INSTALLATION PZANGE
4
T08
Sim
2
LD
SO.1
/-HTS1 6
LLJ
r5 T09
"�s 0-�0 N 71
1,Xf --
V
k%
cr)
TA/D26'.
/X711
FX U)
LLJ L.0
11>�a z
V/
V Fi, I
k i i I___ I z 7-7'
q RAFTER TAILS,
f-,7
/x L
SEE DETAI
,�3/SO.2 (TYP.)
14 STUD NOT DIRECTLY
�QELOW TRUSS
HTS16 T15
SDWC15600
IM LIJ
Reference detail 2a for installation angle limit
A"\\
T 26
V
z,
SDWC INSTALLATION
T1
THD26
r5
Rafter to Top Plate shown,
N'S0.0)/ HTS1 6--\,
> PORCH CEILING SHEATHING (Truss to Top Plate similar)
J03
_T�D26- I -4--AT BOTTOM CHORD OF
T18 TRUSS SEE 2/S0.1.
STUD NOT DI
BELOW TRUSS
J02
HTS1 6 C14 to W 10 Do not install SDWC in
C) 0 0 0 0 hatched area
1�0 (0 1(0 �0 W IF90 10 1-0, Cc)
Tr/ //1 IKIIZZ I zzzzz
SDWC15600
U
RAFTER TAILS, -ITS1 6 1 1/2' MIN
5 Overhanq
2 MAX
SEE DETAIL-/
�SO.O
3/SO.2 (TYP.)
SDWC INSTALLATION IZANGE
ROOF TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
PLACEMENT
or Truss
Rafter
)r" minimum edge
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
distance for full PLAN
WITH 2-12D T -SIMPSON SDWC15600
OENAILS & 1 values (with or Splice may be in upper or
withou plate
SCREW UNLESS OTHERWISE NOTED splice)t a plate lower
DO NOT S7AUE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X" from top plate R�
splice Offset
for full values STUD NOT DIRECTL
�KLOW TRUSS P��AN N A M E
ROOF TRUSS PLACEMENT PLAN STONEBRO K — COASTA
SCALE: 1/4" DESIGN/b, RAWN/CHECKED
CS KM /LAP
DATE
112.21.17
LSDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
T04�1_—1 7-01226
C�NTROL No.
3371
SHEET
OFFICE (30Ply" S104
1�,,�SHE�(T9 �OF9