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DESIGN SPECIFICATIONS" USP C , �� ! ; � �): �" ,;�,
1)11�,� - �ti I I I :1 : �,�' i4il''11 TYPICAL DOUI30E7M-
,1.1;�;l . t �11- , 0.131X3" TOE NAILS WNDOW SILL SCHEDULE
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DESIGN CODE'. COMPVIN � CLADDING GARAGE DOOR UPLIFT :,�')i� 11 : I !" 1:�-, 2X6, 2x8 = (5) NAILS TYPICAL TOPPLATE NAJILING,
2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIdki.'PRESSURES PRESSURES (PSF) CONNECTOR - � !i �� ,�'. ,11�,,,� TYPICAL STUD NAILING --- - 4'-Om MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
, I ;1.�. i 2x1O, 202 = (7) NAILS OPENING
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DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, ;, � --T-C SYP I i'll ,� 90.ii...�i . i I - NAILS I
I . � L 11 i 0.1310" END NAILS: N/ (16) 0.1310
I AR . ; 11 i... ."'11.11 I � 9- LVL, 11- LVL = (7) NAILS TOGETHER w/ (3) ROWS 4 4'-4* (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR 'i EDGE STRIP (PSF):- j , 1, i i � .1 I ,1. � 11 i ;,� �
'i� , i I IF; 0, i t RM141"1,� Ile ��, !�� (2) 0 2x4, 14- LVL, 16- LVL = (9) NAILS - I
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so 0.i ,.I'�-, 1 131" `It' V ,1 I I - I% V I k2)2x4 SPF
AREA (sf) SQ!i�l � &l Ita , "!I,i i�j;.,��ii", ` 011 R1111 11-0 I � ,' ! (3) 0 2x6. #2 (5)12d TOE NAILS
ZONE (P ' 450 45 ,� �.i. i "I'll "Yof OF .1310 0 12" O.C. STAGGARD. I
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1) DOOR ,l,i '. 1�66 11; I , 1�! ;; �%it"t�.,,� k , .�;, ,,,, ''i li�ai ��';,J.,,,,1 �- I',;' L':�:,,,, � i I i --
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+18.2 +18.2 -24.4 ' . "�.I�,q f�. 11 I � j , i; . 1 SYP#2 #2 (I)A34 + (4)12d TOE NAILS I
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DESIGN LOADS: ACTUAL AND UNIFORM -17.9 USP RT7 585 495 i;:,,��"', , 8d.Ek , � " I (4) 0 2x8.
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ROOF FLOOR I USP RTBA 775 ': I,.q .�i0i 1.j I ,.,-��l, . - l, " , 1� �, ; . ,:. "
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' I .1 - ::, ��'! i, , I 1,0� �,: , ROOF SHEATHING, 6"MAX. TOP PLATE. PER PLAN. 41-0" MIN.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15-5 USP MTW12 1195 860 '�I��-'" i';i('4i)Ili I - USE SPF#2 �
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TOP CHORD LIVE LOAD 20 psf 40 psf I I DOOR , t .;ii� . 11� �: . � I -,fi - -- F iiiPii,- I- - F
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LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.6 +15.5 -19.0 1.� . 0 ,- I , � . :,�,� i . il , I I I P "
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20 psf (TILE SHINGLES) 10 Psf I -.1 1640 ,; ld�i 016 "),� I L I I �,�,., � I , F"" ' �I I
BOTTOM CHORD LIVE LOAD 10 psf 0 psf LLOWABLE WIND PRESSURE VALUES (ASD). THE �; �tf�'i I I ; 1; - . . RAISED
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5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2065 1- . Itf-3-mid 5-A�.:"q,�t. �:�,� .1�, I I ND SQLC,,,,,P1L�ATE REQUIRED IF SHEARWALL-\ :::I 1:z
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DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 - tA I . D 4 FTrG ' '
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ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED 1: , E -,I*�ALL' ' :::I
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. USP JUS28 1305 1305�� �� HEADER � �, ,; 1�, i�� - i � ,::: �'l I I 11 r- FASTENED w/ 3-0.131"x3"
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FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 I � � 11 : . i I 111;1 I � l( , 1�11 ,�11�, 11 i I I I r EA. END TYPICAL. Ph.242-0908 Fax.241-9557
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9 WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4-290' - 1�; �5/, '� I ROD:TO,,FTIG.1i L " ,� I \ -
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0.75' MAX ANY CASE -- . 1 a to I; ,� 4,.,kL(,m414L,S,SHALL �,,- � I - -
TI PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 11 i, ", I �� I �B 11 � r- I � I I �- i \ 11 PAST BLOCKING- WINDOW F L:CA# 8344 SC:CA#3579
5370 ��%"0 ROD TO FTG.' I I , .� 11 I BAI L.00N lFRAMkD.-FU' 1. 'N I - 00
WIND LOADING: I- ; , "i I . � 4�- �10� ;, I I . 4 ARCHED '0 ATTACHMENTS MUST
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0 1 ., , L'�" i I , - ' HEI'3HT TO,�.R,OPP OR. irLN� I I
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A LINEAR INTERPOLATION IS 'PERMISSIBLE. 2535 1 1, %"0'ROD W�/ (1"�)16d 11 ')i-" .1 . 1. �I I . -1 . JL L-- - --__j FASTEN LOWER STUD TRANSOM L R, ANCHOR INTO 2x MATERIAL.
- - . 1 � . BEARWO ELEVATION, U. ON PER PLANS.
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MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF � 2535 . 1 5/."0 ROD w/ (12)16d , � � :, :�- -V ' ' :': TO TALLER STUD w/ -
0 SU MINUS = SUCTION. 11 L' I PLAN.�, t ; :,!.
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THE BEARING POINTS I ! , 1 !,--1171 ��,- 1. .:,.. :1 C- 1.I �il� � �1'�'4 BRACING BY-OTHER. 2-ROWS OF 10d COMS - KING STUDS, .--
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OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1545 1455 . i � (5)1/4"x2 1/4 TAPCON �i! ik 0, : 1� ,0, � "-�
* DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I . 1 I i ; � ,5.)'FASTEN�BOTTOM PLA:". OF 1 0 12" O.C. SEE PLAN.
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED .1. I I I I ��I 1; '71 ,,�!�, , I 1; � WINDOW SILL SEE I I- R X/,
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RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET I , I , I .INT- I , g 00100000 .*
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BY 0.75 MEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGA11VE PRESSURES. SIMPSON ! 0 ,N , CTO,4�, � ' I � I _ TYPICAL S LE SILL SIZE AND 0 X;
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BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH I ,Z '' I I ,j 1',, �,,�,,;��! j,�.,11, I fl ','UT-N A AT TWO STORY CONDITIONS, - . .
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IMPORTANCE FACTOR --------------- 1.00 . I 71,13 7k UPLIF !;� "" ,; , i; EACH END.
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L-a L 1�.4. .1 RODS 0 6*-O" D.C. & a
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MEAN ROOF HEIGHT ---------------- 20.0 FT I a
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BUILDING CATEGORY ---------------- 11 11 - to j!.!�i� 1� �7 � L�1,i!I " � BLOCKING ONLY REQUIRED a
H2.5T 600 520 �jill�!$� J,!,��4� �� 0.
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a DENOTES EDGE STRIP. - 4 4114, C��;4*11111`�� t ,'��t;J*"' �1�111 I -11 , 3 VVALLD- PT. SYP#2 --
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ENCLOSURE CLASSIFICAT10N ------------ENCLOSED �-- HTS16 115D 1085 'ill , JID SIZE STUCCO FINISH. SOLE PLATE.� r&% I%0 ..- -C-q
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I ABOVE FOR 'a' DIMENSION 11�'111"" , ,,,:�!,�,tl,i, �i� :�i��,ii,j,1[��!,��: oll I . PACING. I I... � 0ogo
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INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 -� MTS1 2 1000 860 - I I . I I A _ I I T I I A I I A Q1 I
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MATERIAL SPECIFICATIONS MSTA24 1765 - 1��i , I FOR SPLICING . 4 . 0 1 ,
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. I MSTA36 2050 -1870 14:�rl I 1.:"N,6;&fi��111'��,. �,�",!,F'il ;'j',i�' i .1,,', 1,1�,� �t 0 8" n.- .
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HARDWARE AND ANCHORS: �I I I ilp! � ., ;� 1,� ��, h 0!� A ING -I 5 MI�N \-SOLE PLATE ANCHORs
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ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH � , HTT4 3480 3080 ill i .,��Ib, ,� I ,� D., i I�1,t�� ; I �� � I PLATE CHANGE COND11ION RAISED HEAD
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ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] I. 01 �. i I; R664" 1F ' i q ,� -1 �i!! RD it I 1, �� i �i SEE SPECIFICATIO . I - = 11 PLATE BREAK -""*
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�lf,F: �;,,, Ojo��,� I I ... F BUILDER MAY CHOOSE EITHER THE DROPPED DATE*N
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WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). . A, 'I i '', ��,�:qk�l � "I 1i i I
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NUTS: SHALL BE IN ACCORDANCE WITH ASTMI A 563 GRADE A HEX. 4670 �i0 , - " -, -ir. , I HEADER CONDITION OR RAISED HEADE WALL FRAMING AT
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SCOPE 'OF SERVICE HTT5 5250 . " , A I�, ,: LLL, I 4; 1,
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METAL CONNECTORS: ALL METAL CONNECTORS MICH ARE EXPOSED TO 1911 �Tli "�!,i� i . CONDITION
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: LUS28 930 �� r, li" I i 1`11. I ;�F,,11, 11� i ,; I I / PICAL WALL FRAMING
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EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: , 11 I
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780 .� � I" ,i i �, �i 101 I I ... �. .
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RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 14!';-'Y68"t6 j6i � 11 11 It � -
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DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" TI S. METHODS. TECHNIQUES, PROCEDURES. OR �", I,4-16d,-TO L '�I - - I I , I; I.�4 I I I it I I
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY . . HEADER I ; I I I i I I % -41, SOLE PLATE ANCHOR
I � I I 1 10531.36 i --- - __j �, � -j
X AND '/am LARGER THAN THREADED ROD SIZE. HU41 0 905 785 1 o L � .�I , ----
ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6�-.116d TO JOIST . , Q&HOLD DOWN.
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ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS \-SEE;, SC.0. .1. - 2 "
DOCUMENTS. ABU44 2200 G)s 0 ROD EPDXIED 6" MIN 10849.6 " " __WA
(DUAL CARTRIDGE INSTALLA11ON ONLY): I - TOP PLATE. . 11, I I //
f Is � : .1 �,
r ABU66 2300 j� TO OUTSIDE BU ...................0)
0 ROD EPDXIED 6" MIN 10849.6 1 ! � - I I � TT JOINT
LIMITS OF STRUCTURAL ENGINEEFaNG DESIGN RESPONSIENUTIESm 5�4 . I 'r. I �I'V 3x3xY4" SLOTTED - -
REINFORCING STEEL: SHAH BE ASTMI A615, GRADE 60. SET N/A : 1. - r 1� � � , , I ,10 ii I
� � 4% 1 . BLOCKING ONLY REQUIRED y 2,%���%
I ; 11, s
.
I . 1, � �, I I; 1, �,� ,. ALTERATM
:; � :11 , 'L�: 1, s -41\
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE N/A SIMPSON EPDXY-TIE 1 11506.4 z I.,
I . . WASHER PUSHED - . r F�EW
.STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 4 `�,� 1��:!!; AT SHEARWALLS AND--/ WALL SHEATHING ) TO OUTSIDE -
: 10-7161d TO STLID/BEAM/POST- � "'�, STUCCO FINISH. SEE DETAIL 1/SO.1
I
.
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 ;4 , I ��;
- ,7 .i!�
� I 11 ,� :-
11496.3 , ! I., "� -- CONTRACTOR SHALL CONTACT LOU
. --
,1� � ICING
. I I I I 'I I
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED I L 14/2!o 0 ROD�Tbi FTG.� . L .1, PLAN MEW , , PONTIGO&ASSOCIATES PRIOR To
I �i . t I l I
I I �
D THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT ,r � I I ! I I 1, I OPTIONS. SHEATHING, MAKING ANY STRUCTURAL FIELD
I LSTA12 805 695 10-10d ' % , : ,; .. U BOUNDARY OF -RATED
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi I � 1 13872.5 ' :1 ",
r
I ,
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY I I , FULL HEIGHT I., r �,: SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
.I No I
, ARCHITECTURAL, MECHANICAL'OR ELECTRICAL SYSTEM. I CS16 1 1705 1705 1.-�-8d 1 10852.1 SHEATHING ' i No THREADED ROD -/ �- 12" - 1 1 SHEATHING. . . . . . . / . . . . . . . . . . . . . .. . FROM THE INTENT OF THE ORIGINAL
r I - -- . . -- I I i- PT. SYP#2 - - - ..
: CONSTRUCTION DOCUMENTS.ANY
. I � TO BE r I EPDXI SILL PLATE. MAX. MIN. . .. FIELD ALTERNATIONS MADE PRIOR TO
1173 A CONTINUOUS SIMPSON TITEN HD. EXAMPLE OF PANEL . . . .
GENERAL NOTES a CONSTRUCTION SPECIFICATIONS � ,� I EDGE w/ BLOCKING .. BEING APPROVED BY LOU PONTIGO a
� TO UPPER INTERIOR BEARING SOLE PLAIE BREAK .. ASSOCIATES MAY RESULT IN
I WAU.;-XE SCHEDULE . . .. . . ADDITIONAL ENGINEERING OR
FLOOR SHEATHING SPECIFICATIONS I I . . . . FOR STUD SIZE SECTION MEW GENERAL NOTES. .
,l I . . ; 1. . . , *
I I I 1
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I . i I , i � I I.,t AND O.C. SPACING. . \�'.-������
I ; . .
I 1� I : . : � : ,I.' , -.[, I WALL SHEATHING TO . --% . . . . [
. I I I . I - A . . . .. .
. - : I I . . . .... . . . . . . . . . .. .
ROOF EATHING SPECIFICATioNs: I � I l I ,� I 1. � I � - SOLE P NAIL SPACING AT . . :
. . I � LATE
I
I
SHINGLE- MIN. "/,Is*, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAILS 0 6" O.C. EDGE & 6m O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING To 4" D.C.',VATHIN 4'-Om OF ROOF EDGE). ' RAISE )fi* FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE . . ..
I 8d ',* 3* , I SEE DETA ILS I SEE DETAILS BOTTOM OF SOLE ANCHOR I GENERAL NOTE . , , *
*
� - . . . . . .
I
; I I -\- VO EPDXY 42" 24" 3x3xO-229" e�
I -1 I - 1 - ON S1.01 SPACING SPACING SPEC. LEPTH DISTANCE
ILL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-. 0" OF ROOF EDGE). � It �, / ON S .01 .
L I - I r---- - I-- A /8d I �,�l -7. 2-Y47 6 6 . .
j r � ... le/ .............. � w 0 3" O.C. ,,,'. z
---1 )
'
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. WITHIN 4'-Om OF RO !-It � . I I --7 -I )j'0x6" TITEN HD 42" 24" 3x3xO.229" ,, " � EXAMPLE OF UNSUPPORTED * . .. .
I 11 Iiii, 2414
I I A � 1.� . " a I I. ... ."... , , '-4**#. .. ' . I 4, I (UNBLOCKED) PANEL E GE--.,
� ; I I . � .,. * � 1 7' , .4 ., � 11-� - . .
I 1 4 . : , ... .. - I 11. � . . ..
. '. ...�.� A� : . - . .. . -
WALL SHEATHING SPECIFICA-nONSP I I . - . ",l . 0. I . � � . � " . .1. I NOTES: .I� (TYPICAL). - . . . .. . U LD
I l : : .,� - - t.l . -� I
.
I I . 1�1 , 11 .,!. ", . ' ' . ' . . .. I I .
1 I,, � . I ' ' ' ; .
FLEXIBLE-FINISR-MIN. ?&", 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 BOTTOM PLATE TO UPPER TOP PLATE. �. 1 i, ,, � �., I '� w'%."' .1 '4-4- ' '. . 1. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND-., . . .
. � .
I . i . ��
FLEABLE FINISH WALLS INCLUDE: WOOD. CEMENT. OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. ' � . . . . I . I . I, 4 1 1 L�j I REAKS AND KING STUDS. 1� .� NAILING TO INTERMEDIA' * .
I
I � I � L--------i L-- L--------i -� TE < U)
STUCCO FINISH-MIN. "/Is*, 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 BOTTOM PLATE 11 � ,,, 1, SUPPORT IS 6" O.C. MAX.--1 . .--"""""""`-- . ROOF
MASONRY SPECIFICATIONS- - I . I . . . t*L� 2. WASHERS SHALL BE SLOTTED. "", 11 (LION).- TRUSSES, OR LU
- ; SINGLE STO ! MULTY STORY FLOOR JOISTS.
MASONRY HAS BEEN DESI.G-NED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 NTH A MINIMUM. OF 28 DAY COMPRESSIVE STRENGTH OF � 11 1 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/a" W/ 11/2"O ROUND I
.
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN A* mm- 1" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MOR I I I . I I ' , 0
USED IN BRICK �VENEER. STEEL WASHER MAY BE USED. ��
TAR MAY BE iN ,
� . ,
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. *A,--!10�� .1 � �-j 11 1 � i �i��
,�., I �, ,` . j, ':1, , 11.1 . . . .. I )9-1 �Ilw
1 p4 , � , I � -�
,
I � �'', I,;:j, I . . . I . � 11,!,�,
;, I t; .. . W. L.L SECTIONS
I � I I I ;�� �1, , . .�1. , .,�- A
" � -1 � � . ; R,� 4, ,11�11��
I
I I
- , I i I I 4,tl I � j!��:� SOLE PLATE ANCHOR DETAIL Et SCHEDULE , ROOF AND FLOOR SHEATHING NAILING mmi
CONCRETE MASONRY UNITS (CMU)v I, I i I I 1'1�� L I '. .1. I I ,I- : 1* I i-- *A-
� � !I or ,I ,�I I SCALE: 3/4" - 1'-O" - I I I I
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEI640, ftl A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL'CELLS CONTAINING VERTICAL �1,�:, I 1� -
� �,I I \Z-10/ il SCALE: 3/4" = 1'-Om U LU
REINFORCEMENT IN 5'-O* MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF�JAS,ONRY MEN THE WALL HEIGHT EXCEEDS 5'-O-. . � I ! L :,I tr I
I � I l.� : t '� 141� , I I
I I � � , i" , .10 L j .I . .
I . I ,�; I I ., - t
,,`�- I I � i .�: . I . .
. I
1- :,;
�-�i I r I
MASONRY STEMWALLSe ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HeLLOW CONCRETE MASONRY UNITS NTH TYPE 'So MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SH4L NOT BE, I
I I rU (',',, L' � ��� - 1 - 1/2 m 11/2"
USED. GROUT ALL CELLS CONTAINING VER11CAL REINFORCEMENT WITH 3000 PSI PEA ROCK CO�N , ,OUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR- DIAMETERS. ALL EXTERIOR WALLS: SHALL BE REINFORCED LL , i 1 Fmiiiiii z
��
I ,HEI Hr !
.-%m VIDE C . : 40 BAR . I— ; -.I � I - I
i LL,
I 0111111811111111111110 IMUM OF : -i i . I. 'I I
WITH - #4 0 4'-O- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL IKE VIDE CONTINUITY OF RbNFORCING AT INTERSEC11ONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALL BARS, MIN . (3) ROW OF 1 Od 11
. I � I 1, � : � � � I I .
NF. SHALL BE INCREASED AS'NOT�Q'i'O,N : N, �, �, . I I
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR,*0m*tbUR'SES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REI � � ., �, I t, . -\ o FIIIIIIiim < ,
1, - . : , A NAILS 0 8" O.C. ,,,i �
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING�.,SHALL BE A MINIMUM OF 6 . . I . - .1� . "', 2 PLY ,''I
I �;,. I I * STAGGERED , iti
I .-2 - - BEAM. a n
I- I . SIMPSON �
I
.
I. ,I,�� 2x4 BLOCKING
,� .1 I -"IN ls, �!z � A "
CLAY MASONRY (F911CK)- . SDWC1 5600 3 PLY BEAM. " C14
�I . I �1. "�-'/ * o ., 024" O.C. FASTEN
.
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. r �1 I � SEE ROOF '. I <
I I I I FRAMING.- 11 11r,t'. - 2x4 MEMBERS: w/3-10d
i -
CONCRETE SPECIFICAMONS: -I j . EXTEND SHE., . - 1 * (1) ROW OF 10d * * "4 TOENAILS.
11
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 2 1 DETAILS. \ 't ING VERT. (4) ROWS 12d * NAILS 0 4" O.C. o i�l I I
. , %
�
I
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. � 8 DAYS ; i I � L-TO TOP OF AS SHOWN. , " AT 12" O.C. 11 � V)
i I I PROVIDE 2x4 ING � � .01 -,-A�i:�. * 6 �� I
� I . � %-.i"` EA. SIDE. . 24 MEMBERS 44 X
� I I : J I AT HORIZONTAL JOINTS. - �j t., E� --�
lf� I
GENERAL NOTESm I I I . I � �� i I ROOF SHEATHING, SEE ft- "- I _j_L,1,_L (2) ROW OF 1 Od , STUD BELOW
11 ; SPECIFICATIONS BELOW. (3) ROWS 12d 11 ---, NAILS 0 4" O.C. LOWER TOP 4-10d
i i � I !
.
. q �i 11 : -on I
: I I I ; I I I . HEEL-4olp AT 12" O.C.
� ; ; �
� � � i I . I I STAGGERED PLATE ATBREAK. -
- . I .1 PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
TiGATION REPDRT IS RECOMMENDED TO VERIFY SUITABLE 2x'� SPF BLOCKING I i
ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVES � i ROOF TRUSSES. -1-1- 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 (CLAY) SOILS. SOIL COMPACTIONlAND FILL !RIPPED Tjo�FIT- ��, X 2X8 POS ONA
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 NTH GAP SHIbWN. �t OFCORNER CONDITIONS
�
r ;� , , 0. �
I ,., I 14 1 - 00 Uj
LY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENS ONS AND LOCATION FROM THE : . ,� a � - I - I I - .
. - I � -J 6
�� I " 0 z �
1.
FOUNDAT'ION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCA11ON IS NOT I ON � I-fr,I - (3)ROWS OF 5" (3)ROWS OF 04" 0 & r
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) �SIMPS -*114 .
- i.* TRUSSLOK TRUSSLOK -----i �
I - - 0
. SEE ROOF .l . I ENGINEERED WOOD ENGINEERED VOOD I
I : SDWC1 5600-'N k� - FASTENERS 0 24"o.c FASTENERS * 24*o.c % F� .
11
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" D.C. OR ROD CHAIRS. FRAMING i PSON AS SHOWN AS SHOWN 11 ---+--- I
PROVIDE CONTINUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 PLAN FOR � )` SIM � 0 00 ,
1
. SDWC1 5600 CORNER WALL INTERSECTIO �
� BAR DIAMETERS DETAILS. SHEATHING MAY R I
,
. ; TER INATE AT SIMPSON_/ SEE ROOF . CONDITIONS CONDITIONS
CONCRETE SLABS ON GRADE, . SIMPSON_/ I SDWC1 5600 FRAMING 3-PLY 4-PLY 2
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1 5600 I NOTES: 1�
.
� 1, TOP PLATE. SEE NOTE 1. - �
; TERMITES. SAWCUTSa FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I � . SEE NOTE 1. - DETAILS. 14" L\A- AND GREATER .�. -,- 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. .
I -.'' I I . 2. 1 DENOTES 3"xO.131' GUN NAILS 0 6- O.C. VERTICAL. 0
WOOD FRAMING SPECIFICATION& I I I I I . I. . L I .1 I szon TYPICAL CONNECTION I � 3. gi DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
* -5" <� HEEL < NOTES: �,1 (3 ;,
'I" i �, I .l 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. I
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICA11ONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR � � . . 1, . 1. TYP. CONNECTION AT STUD COLUMNS, U o
I
�
SOIL SHALL BE PRESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, 1,,� 1, ,I. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE �
ALL ATTACHED FASTENERS SHALL BE �q NOTES: i
,;. , JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. � I
� - . I �
STAINLESS STEEL. . �,-Ili.', ', TOP 0LATE TO STU" ONLY REWIRED MEN STUD IS DIRECTLY BELOW TRUSS. , OPTIONS ARE SHOWN. �
�. 0 S C , �
B��Tl OW I ) .1
2. H2.5T AY BE SU .., 1 TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I t
PRE-ENGINEERED WOOD TRUSSES: i AT T PLATE TO STU , SPACE 0 48" O.C. IN ADDITION TO (2) PLYS 111, 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 , �
L��
�
-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND ""`� Ro I
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS t 5 OF TkU S CONNECTION �
�: I -1 BUILT-UP MEMBER FASTENING 1 /"""7� INTERSECTIONS STUDS CONFIGURATIONS I I
HEN USING (2) STRAPS, ON �"""""' I �,
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. W I -0 : /""`os� ,
: .
.
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. � -1\ZLJ ,; r., -- `1
: " 1*6-� \EL-Oj
. . I �! I � KING STUD TO TOP PLATE: "
ROOF COVERING SPECIFICATIONS: 1. . . DESIGN 1.
. , I
. I .. I'll- SDWC SCREW
I. 1.
L BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY . �;7! i-. NOT REQUIRED AT GABLE A A5TENING:
- � I � ENDS OR OPENINGS LESS SEE DE i I TOP PLATE TO HEADER FASTENING:
AND 11LE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTMI E1514 AND BE INSTALLED � TAIL AT RIGHT. NOT REQUIRED t
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ; 4*1 1: FOR GABLE ENDS. I -SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
KING STUD TO TOP PLAjL- . THAN 4'-6" FOR GABLE ENDS. IR
i m IN . I
WATERPROOFINGo .NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: I�"
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. t . SEE DETAIL AT RIGHT. NOT REQUIRED I � �/ AND .
ENDS OR OPENINGS LESS 0 1 1 � - . 4 m - -
� I FOR GABLE ENDS. - I
I THAN 4'�6* � 1. 1, I - --- - '
. i $ � I
: I I I
I I I\1 I 6Z 11. � GENERAL
I - - ... �� -1
- 11
. t KING & JACK 1�
CONNECTION � - 11 SDWC SCREW 0-
�
TYPE INTERIOR LOAD BEARING WALL .. I ,- 1 .-45L I, 11 i, 11 -.1 NOTES
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK , 0 F� -1 I I PLATE TO HEADER:
STUDS SEE PLAN I I ---" -/
LINTEL DIMENSION MIN. BRG. MAX. SPAN 24" 0.C.
BUILT-UP POST IN THE WALL . I,1. I . 71 lft�l (2)12d TOE HEAD QB- SIL I .� - I -L-- - -- .
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. X . . '. ': , I. .,.. L �4, 11 � --I--- - +
; �! I -NAILS E.E. -z- PLATES SEE\ -., ,a I DO NOT SCALE DIMENSIONS FROM ��
I , �11
1;
L31/,.x31/,x I/, 4" 6$-O*# :�:� GABLE X-BRACE, SEE DETAIL 10/SO.1 I � . . � 4t- It HEAD Qa ALL THESE DRAWINGS.IF A DIMENSION 5 It I
- . � �I � -1--A I (MIN) SCHEDULE -
(2-16d) 3-GUN NAILS 610 - I , T
TOP PLATE. LAPS/INTERSECTION FACE NAIL . 7 ..\ - I 2XIS WALL I
L4x3'/2"X1/4 8,-O" PLATES StE UNCLEAR REFER TO THE �.
6-1/2 HEADER SIZE, JACK AND KING STUD I 1 4
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS V I - DESIGNATES SHEARWALL THE H QUANTITY. i - - ROUGH OPN'G. SEE ARCH SCHE LE ARCHITECTURAL DRAWING I
) 10,-om HIDDEN LINE DESIGNATES SIDE OF I q � HEAD QR SILL KING STUD TO FRAMING BELOW, 1. . !
� _
L501/2"X1/4 --------- . I I I ,- ATE: i
WALL THE SHEARWALL SHEATHING I . 11 \7 1
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- - L 6 x 3'/2"XV4 6m 12'-O so SW TO BE APPLIED. 8d 0 3/6 1 1 -u4LL- - PLATES SEE -I*L- CS18 STRAP w/6-10dx1X2" I I ';, ROUGH OPN' SEE ARC SDWC SCREW
I I SCH -1 --
I I NAILING: I ' I EDULE NAJLS EACH END. STRAP - - 1,14 1
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS a(mo/610 DESIGNATES 8d COMMONS 0 3" � 11: KING STUD TO BOTTOM PLATE I I Iii I gk PLAN NAME
�
L7x3 I I I . ATTACHMENT CAN BE INTERIOR OR �,,
-
1/2 m XV4 . 1 6" 16'-Om 1 D.C. EDGE & 6- O.C. "IN THE 1. . I .. : CONNECTON: SIMP I R()UGH1 OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. - ��- .-
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS lo FIELD* T IF I _ - - -1 I '1� - I-
. --
1. STEEL LINTELS TO BE MINIMAL 36 A SHEARWALL HOLD DOWN IS--� STRAP NOT REQUIRED AT THE-\ - I -. � DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION - I - BRI K I FOLLOWING: GABLE ENDS OR I
RESISTANT COATING OF EPDXY BASED ADJ - ADJACENT LG - Long SPECtFIED.�NOT REQUIRED AT - .- ! PLATE TO HEADER:
- I . � - I I q - / KM /L
VENEER I , CS AP
. .
I I I I � - I
I
- MONO - Monolithic . I . WALjLS 1 24" O.C. DATE I
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS : ' '. . '��I)ii THAN V-15" P I I I i f
BARRIER BRG - BEARING . t. 'I - ", I I - 2X4 WALL �
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS - PAINT. MANUF - Manufacture GABLE ENDS-OR 2-STORY ' THAN 8' OR OPENINGS LESS -I I , SDWCSCREW 0 1
OC - On Center . l; - I -1 .1 ,
2. LINTEL MORE THAN 8'-O'*. SHOULD '- . f.T �,
I I �
HIP TOE NAIL (3-10d) 4-GUN NAILS NRY UNIT OSB - Oriented Strand Board I I " HEADER -FASTENiNG SECTION L 08.29.16
- BE LATERALLY SUPPORTED NOT TO I � . * 71
DBL - DOUBLE erpendicular . I I A fl . I . I u. I � I � '*� SCALE I
DGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. ..� : i - - . I
DIA - DIAMETER PRE ENG - Pre Engineered I - .- .; . #1 . .. � . I -. -- - - -I KING STUD To FRAMING BELOW: AS NOTED �
. V... ,.- 1� i
� 4 ., ; - . .". - .. 4 ..* I Z 11 11 IF- CS18 STRAP W/6-10DX1N' .1
SCREWS INTO HEADER PROVIDE A - LINTEL , . ., .. '. . & . .� '.., 4 ,N"*,� LPA No.
I . . .
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE V2" PSF - Pounds per Square Foot I I . '. . .*. .� il ..... :. A.'. it: '.,-� . i
ATTACHMENT . . .. . A-.
.
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS OR SCREW. SEE NOTE 2 PSI - Pounds per Square Inch ... ..I . . . L . -10 1. . � . � -- -- I NAILS EACH END. STRAP ATTACHMENT CAN BE I
I
- -- EOR - ENGINEER OF RECORD ; . I I oo ----- STUD OR 2X10 , 11 11
�
�. r ,SOLE PLATE CONNECTOR ' HOR N0%F --
. � . i BLOCKING FASTEN I NNI--�STRAP NOT REQUIRED AT THE FOLLO TOL -
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 1 3. BRICK VENEER ATTACHMENT- QT - Quick Tie : � , 1�1 LSOLEPLATE ANIC _AL INTERIOR OR EXTERIOR SIDE OF WALL L-16-00714
HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce 11 . � . OF) STRAPPING NOT REQUIRED - I FICE COPY
11 FLASHING FBC - FLORIDA BUILDING CODE I. I I �10CATIED WITHIN 6o OF) _'Id6W w/8-10d COMMONS GABLE ENDS OR Vj CONTROL No.
SOLE PLATE TO JOIST/13LOCKING FACE NAIL (16d 0 16") GUN NAIL 9 8- ES 0 12" D.C.. (FOR liOmph HEADER. SIF - Square Foot STUD ,PAdK- OMIT�IF SHEARWALL
i
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIIED MULTI STORY I I-1* �_ JACK TRUSSES LESS ----
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Soulthem Yellow Pine 1. SINGLE STORY D WIND � MULTI STORY THAN 8' OR OPENINGS LESS SHEET
3*xO.131"0 = GUN NAILS 2*xD.113*0 = RINK SHANK 12" OF OPENINGS. PROVIDEMIs"O WEEP TI THRU - Through THAN 3'-6"
2"xO.113"0 = 6d 21/2"xO.131*0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION VIEW TYP - Typical /1*� TYPICAL H STRAPPING (UNSTACKED WINDOWS) REVIEWED FOR CODE COMPLIANC I
HORIZ - HORIZONTAL LION - Unless Otherwise Noted EMER . ,
i - � I
3*xO.148*0 = 1Dd 31/2"xO.162*0 = 16d FLASHING. OF BRICK LINTEL \�SO.Oj I I I I r C'M(OE-AM-I A141211", 13EACH S090
� 11/2"xO.148"0 = 10dx11/2" 11/2"xO.131"0 = 8dx11/2" �WWF - %.-awo, I i
- I I .1 Welded Wire Fabric I I SEE PERMITS FOR ADDITIONAL
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2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS
2x6 SYP#2 NAILER FASTEN TO TOP
PLATE w/ 10d 0 4* O.C.
FASTENED TO TOP-
PLATE.w/1' 10d 0'.3".O.0 WALL SHEATHING
8d COMMON WIRE NAILS
TO BLOCKING 01 2x4 BLOCKING BETWEEN EA. TRUSS.
3" O.C.
ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
6w
BLOCKING ONLY REQUIRED DBL. TOP MA NOTCH HEADER (MIN. OF 6-16d BETWEEN EACH TRUSS)
AT SHEARWALLS AND PLATE BELOW TOP PLATE
STUCCO FINISH 5-8d COM
P RCH SHEATHING, Lou Pontigo and
HEADER
EACH SIDE S E SPECIFICATIONS Associates, Inc.
PORCH
16d COMMONS OF SPLICE 16d COMMONS B LOW EHO-
0 80 0.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER,
00
7 24" O.C. BETWEEN OUTER WALL- SEE PLAN. PERPENEXCULAR TRUSS 420 Osceola Avenue
PORCH PARALLEL HEADER SUPPORT
z & FIRST INTERIOR TRUSS. NAIL FULL HEIGHT
CONT. RIBBON I i , . TO WALL PORCH POST, PER PLAN. (2)MSTA24 DE Jax. Beach, Florida 32250
CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS ANCHOR OR DTT2Z
PERPENDICULAR STRAPS
BOARD (TYP) BOARD (TYP) 3" 0.C. HOLD DOWN AT MIN. (2)2x4 WOOD Ph. 242-0908 Fax.241-9557
(T-yP) TO WALL I
4j- BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SO CA#3579
EACH SIDE FLOOR
FLOOR FLOOR OF SPLICE TRUSS OPTION A TOPORCH HEADER. WALL
TRUSSES TRUSSES 24" 16 GUAGE
POST BASE:
OR OR JOIST. 2x4 SYP#2 STR�P w/11�-- POS>T 24" 16 GUAGE 4x4 POST.ABU44
STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL ibdxlh�'i EA." BELOW 6x6 POST.ABU66
JOIST. D STRAP w111- w/ 2x SOLID BLOCKING Jul www"
FASTEN EA. 10dxlXm EA. END LSTA12 FOLDED OVER TOP
.-I - AT SHEATHING EDGE
-Y4" OSB or PLYWOOD END w/ DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAI 010! '01AVi
3-10d COMMONS PORCH. CONTINUOUS OVER- AS move
RIM BOARD Y4" PORCH HEADER, I - 1 0. INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.0
S SLAB .0. 6- HEADER NAILS INTO BEAM. SPACE E
SHORTER THAN EE PLAN
WALL FRAMING FLOOR SYSTEM. ALIGN CEILING iTS16 MA 11 11 0 48" O.C. OMIT IF WALL
WALL FRAMING VERTICAL JOINTS NTH LINE WALL FRAMING STRAPS MSTA24 ROD SHEATHING IS INSTALLED
ROOF TRUSS No.
WALL SHEATHING STRAPS EPDXIED 6* MIN ON FACE OF BEAM
SHEATHING SPLICE P!!Q ��I OR JOIST
INSTALL FLOOR TO tri
JOINTS *N� - \ FOR PERPENDIC
-,PLAN Mg
FLOOR STRAPPING PER
BLOCKING ONLY REQUIRED ib
5-8d COM PLAN MEW OF
ELEVATION MEW OF
6
OPTION 1 OR 2 8-GUN TRUSS CONNEC ON
AT SHEARWALLS AND EACH SIDE PORCH PORCH HEADER PORCH HEADER STAT
-00 F
SEE DETAIL B ABOVE
STUCCO FINISH OF SPLICE ATCORNE AT POST AT POST NAILS #2 Al
CONTINUOUS 2x6 SYP
OPTION 1 OPTION 2 FULL HEIGHT LEDGER FASTEN WITHJ 0
OVER LAP SHEATHING APA RIM BOARD OPTION ANCHOR OR DTT2Z
FLOOR TRUSS PARALLE 5-0.131x3" EA. STUD.
PORCH SHE47HIN nONSe HOLD DOWN AT 11 -4 MIN. (2)2x4 WOOD A
NOTE 1: % (OR GRE BASE OF POST OP'nON 8 BELOW. & (1) ADJ. PARALLEL TRUSS
ATER) QSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. TO PORCH HEADER.
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED DETAIL A. Christopher j Sabourin� E
FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS I
TYPI(AL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION V&*N 4 WALL ADJ. TO ROOF CONNECTION
SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
wvmom DATE
I.-�O AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/SO.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS
SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF
TRUSS. BOT. CHORD w/ 0.131x3* 0 3" O.C. 2-SIMPSON H2.5T.
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF B r�FIELDATERATK:)N
O.C. FASTENED TO T ,�ROOF TRUSS. TRUSS. --------t ----------t
PLATE w/ 4 11 V4" SDWC 15600 -----------4 4----------4 01 11"ro. CONTRACTOR SHALL CONTACT LOU
-0-131x3" SHEATHING FASTENED TO 0 32" O.C. I PONTIGO a ASSOCIATES PRIOR TO
COMMON. MAX. Ef q;?
TOP PLATE w/ 10d 0 3* O.C. 01 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
SHEARWALL SCREWS FROM THE INTENT OF THE ORIGINAL
SYP#2 CONT. ATTACH 16" MAX. OSB WALL CONSTRUCTION DOCUMENTS.ANY
FASTEN CATS EACH END w/ D FIELD ALTERNATIONS MADE PRIOR TO
3-0.13lx3* COMMON TOE NAILS BEING APPROVED BY LOU POI1,MG0
TOP PLATE AND TRUSS SHEATHING 3B j
w/ 0.131x3" 0 3* O.C. EDGE OF ASSOCIATES MAY RESULT IN
C>1
2x MAY OVERHANG TOP PLATE. SHEARWALL ADDITIONAL ENGINEERING OR
SHEARWALL OR_//Jj SHEARWALL INSPECTION FEES,
EXTERIOR WALL 8dO3 SW 8d@32'Z611
ALTERNATE A ALTERNATE B PERFORAIrED SHEARINALL ROUGH OPENING, SEE
ALTERNATE C ALTERNATE G SEGMENTED SHEARINALL STRAP KING POST TO ROUGH OPENING, SEE
POST BELOW NTH 2-CS16 TRUSS UPLIFT TABLE AT LEFT. STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
(A)- UPPER.10 LOMM S`TUOS UPPER 70 LOM S7UDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16
OSB DIAPHRAGM FASTEN ROOF FLOOR D 10d 04*0.C. SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WEN FULL HEIGHT
TO NAILER w/ (1)*ROW 8d TRUSS.N 2x4 SPF#2 CONTINUOUS FLOOR ANCHORS ARE NOT USED
0 3" O.C. FASTEN TO TOP TRUSS. -END SILOS TO FOUNDATION END S7UDS TO FOUNDATION
7/ N 8dO3 6: HTT5 OR HDU5 'SW 8d@3/6: HTT5 OR HDU5 HEADER UP CONNECTION
LEDGER FASTENED HEADER DbwN C614INECTION
PLATE w/ (2) ROWS OSS TRUSS WEBS WII-14-- U LD
OF 8d 0 3" 0.C. BLOCKING w/3-0.131 x3" e^ PIATE ANCHORS fm- SOLE PLATE ANCHORS CONNECTION
PANNEL SHEARWALL NOTES: TEE S' H DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 31SO.O CALL OUT UPUFT CONNECTOR CONNECTION UPUFT CONNECTOR
2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS, CALL OUT
SYP#2 2x4 NAILER FASTENED ALL AROUN FRAMING 2!01 T CONTRACTOR MAY SHEARWALL NOTES A LS18 0 32" O.C. V)
CHOOSE A.B,C,D, OR G. Uj
TO TRUSS BOT. CHORD wl FASTEN CATS EACH END w/-/ 2x4 SYP#2 CATS AT 12 A' 1. PROVIDE 3(s*,OSB SHEA1HING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN 8 SEE PLAN
(2) ROWS 0.1310" 0 3 O.C. INTERIOR_ 3-0.13lx3m NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT-ALL PANEL EDGES. C: (1)MSTA24 STRAPS C (2)CS16 STRAPS
SW-2 SHEARWALL. PLATE w/ 4-0.13lx3m 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-IROD SEE*�AN
SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. D FULL HGT THREADED ROD SEE PLAN
-16 -1 -06ig'AT 13ASE (U.O.N)
5 d NAILS TRUSSES. OR HTT4 HOLD.
EXTERIOR WALL OR H174 HOLD DOWN AT BASE (U.O.N)
ALTERNATE Q ALTERNATE E ��PICAL) -I A,� �i6 I I I
I& FASTM-ALLAN 16P SIN TO ROOF OR FLOOR TRUSSES PER 5/sO.1
ALTERNATE F 3. USE ALTERNATE
E & F FOR FLOOR 4. INSTALL INTERIOR FOO11NG BELOW SHEARWALL PER DETAILS ON S1.O
TRUSS ATTACHMENT
SHEARWALL ATTACHMENT AT ROOF Et FLOOR TYPICAL SHEARWALL ELEVATION HEADER TIE DOWN Z
6
'j"
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
11k.izOi PRQ\ADE SQUpf BLOCKING WTHIN FLOOR SYSTEM AT SW END POSTS.
SO.I
4-12d TO-
Eld COMMON NAILS L 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIO4.
AT 3* O.C.(TYP) D.) i
ROOF NAILS (TY SINGLE Bea" N07ES AND SPEC11FICATIONS
2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT Ul
FOR T-BRACE SHALL BE 1x4 SYP#3
AT 16" O.C. AT 16* O.C. TOENAILS OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS FASTEN TO ROOF FRAMING BELOW EACH END w/3-10d H3 Qf?- H2.5T HURRICANE CLIP 0 EA. (UON)
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER,
w/ 4-12d NAILS AT EACH RAFTER. 6-10d GONAL BRACE PER
ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 7 2.)BRACING LUMBER SHALL INTERSECT
OVERFRAME RAFTERS. SEE PLAN. TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
DELEGATED TRUSS ENGINEER.
2X6 00 Uj
ROOF TRUSS-/ ROOF TRUSSJ ANGLE 3.)PERMANENT PERMANENT BRACING
__I_.L_ SIMPSON H3 w/ 10-8d COMMON IS BRACINO APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP z
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL C)
TO EACH STUD. PER ATTACH TO EACH STUD, THESE STRAPS
AND LEDGER TO ROOF MEMBER. PROVIDE 1x4 SYP#3 OR BETTER
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP BOTTOM CHORD BRACING
BLOCKING MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. T-BRACE FASTENED TO 1.1 0 00
PERPENDICULAR TO TRUSS BOTTOM
A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". X WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
ALT. TO BOTH H3 ABOVE T-BRACE TO BE THE k
LESS THAN 4'-0" FASTEN w/10d COMMONS
PRODIDE MTS12 OR CS16 DIRECTLY TRUS NTH 2-8d COMMON NAILS. AT
VERTICAL VER11CAL 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES,
ROOF MEMBER. �r 42
BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER I I GABLE END WALLS PRO\ADE DIAGONALS
REAC71ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILJNG AND ROOF MEMBER. /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE' AND GRADEASWEB
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-1/4*Ox6m SDS SCREWS END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 161 AT END WALLS PROVIDE DIAGONALS
776-1250 2x8 w/ 8-0.1310* LOCATION. IF MORE THAN (1) LATERAIL I I (APPROXIMATELY 457.) TO THE
2346-3125 2x12 w/ 8-1/4*04" SDS SCREWS TERAIL ADJACENT EXTERIOR PERPENDICULAR
1251-1540 2x1O w/ 10-0.131x3" BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRA 101
1540-1850 2x12 w/ 12-0.1310" rPLT W/ 2-H2.5T 1�5 AS SHOA WALL BETWEEN EACH LINE OF BRACING
TO FORM A ZIGZAG PATTERN ALL
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CONSTRUCTED OF THE SAME BRACING
LEDGER A NOTES: WERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. 0.1310" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE TO DBL. TOP PLATE I BOTTOM CHORD BRACING PROVIDE
DIAGONALS IN THE END SPACE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d BETWEEN THE WALL AND THE FIRST
X-BRACE w/ 2-16d INTO BOTTOM COMMONS LSTA1 2 0 48* O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" O.C. OMIT IF MAXIMUM SPACING OF 20 FEET.
VA*N 8 LEDGER CONNECTION N*m 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING TYPICAL
SHEATHING OVERLAPS GABLE 12" MIN /0001 PERMANENT TRUSS BRACING
Sol TRUSS TO LEDGER CONNECTION BY TRUSS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.
ENGINEER. NOT SHOWN FOR CLARITY 7%4 S1.0-�1 SI 1j NOTES: 1. SPACE GABLE END BRACING 0 4--65" MAX. SCALE: 3/4" V-0 FRAMING
2. ALL MATERIAL TO BE SYP#2 MIN 2 LY STUD MIN 2 PLY STUD
IN LIE 2 STUDS IN LIEU OF 2 STUDS
ITS AC PTABLE ITS ACCEPTABLE
GIRDER TRUSS t I
Dom"" A ILS
WASHER FULL HEIGHT TO SIS A TO SISTER A
PLAN OR BEAM GIRDER TRUSS
MIN 2 PLY 36 0 STUD 36" LONG STUD
ANCHORING SPECIFICATION5- (1)MSTA24 STRAPS L' OR BEAM
@ STUD
@ -0 FASTEN /12- FASTEN w/12
F L� OVER TOP PLATE (2)MSTA24 STRAPS
DOUBLE FULL HT.
SOLE SYSTEM SHALL CONSIST OF WO A307 THREADED NAILS (2)MTS1 2
--FULL HT. ANCHOR FASTEN w/18-10d HDU5. FASTEN-\s %-,
UPLIFT TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE (2)MTS12
PLATE 26-10d COMONS
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I A I
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.131x3 LIN 0.1310" GUN NAILS
DOUBLE TOP --CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
If I J
SEE PLAN r r r SIMPSON D . 2Z
PLATE TOP PLATE. PROVIDE A 2"x 2*x )6" STEEL WASHER. 47 DO NOT SCALE DIMENSIONS FROM
WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 W18 A Xl)�* s THESE DRAWINGS.IF A DIMENSION IS
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT s SDS SCREWS SIMPSON UNCLEAR REFER TO THE
N 1. FULL HEIGHT ARCHITECTURAL DRAWING
MINIMUM 2 PLY LTT20B THREADED ROD
FULL HEIGHT ROD 2)H2.5T (2)H2.5T
ROD INSTALLATION: AT ALL PLATE PENETRATIONS,
STUD� EADE
THREADED ROD MINIMUM s
PROVIDE A HOLE IN THE PLATE gm LARGER THAN THE i D ROD WITHIN 6" OF
2 PLY-\ EP D 4�' MIN OR GIRDER (SEE PLAN) MINIMUM
SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD 0
STUD AT2ND STORY THREADED 2 PLY AT 2ND ST6RY- PLAN NAME
STUDS PROVIDE ROD EPDXIED
SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERS -COUPLER TIGHT &6" TEN HD
(SIMPSON CNIN OR EQUAL) MAY BE USED IN CASES AGAINST PLATE STUD STUDS PROVIDE
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS 7.5" MIN )j" THREADED ROD 2 CS1 8 STRAPS STONEBROOK - COASTAL
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS EPDXIED 4* MIN OR i
ANCHOR SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS DES IG N/DRAWN/CH ECKED,
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE [(FL�(7R rT8 FLOOR hx6m TITEN HD ILEL:OOR TO FLOOR)
VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC--(%7x6Y4�) CS KM
AT SILL PLATE AT TOP PLATE MINIMUM LAP
AVOID CONFUCTS NTH FLOOR AND WALL FRAMING.
-2 PLY HOLD DOWN SEE PLAN DATE
THE NUT AWW IM UPPERIMW PLATE SWIL K SIMPSON DTT2Z STUD
FULL HEIGHT ANCHOR INSTALLA'RON CHART SEW= OVU INE WASHER TO A SNUG-TIMT %* ROD = DTT2Z 08.29.16
LOOR MOTM PUPS(W-HALF IM OF A STANDARD W/8- )040X%7
%" ROD - HTT5
HTT5
RAMING 904CH (APPMXMAIMY 30 FT.-M OF M"� SOS SCREWS SCALE
BUILT-UP POST,- BUILT-UP POST,-
THREADED (9) 0 DUE TO SHRINKAGE AND OF OULDINO
SEE PLAN. SEE PLAN.
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CMTRACMRS SHAL RE-TIGHM NUT TO 30 AS NOTED
THREADED ROD- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT-LOL OF MR= AFTER ALL IRA= ARE
SEE PLAN PER PLAN. 3 1/2 no I/P*0 2x2x'/" COMPLETE AND PRM 70 RISULAIM m LPA No.
A 9 r 4' 2w 3"
L EMBEDMENT 5/8 %-o 1 3/.*0 1 3x3x'/4 w 7.5m 12* 2y 3* EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z TOLL-16-00714
-DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION LTI20B CONTROL No.
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
REQUIREMENTS
FULL HEIGHT ANCHOR
FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVEN11ONAL
WALL SECTION THREADED ROD INSTALLATION CHART SHEET
FULL HEIGHT ROD ALTERNATE
I I **N t-oj-5� H
12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM rl"3 ATTACHMENT rl 4 FULL HEIGHT THREADED ROD OLD DOWN A17ACHMENT DETAIL WEN 16 IRDER / BEAM STRAPPING
1 THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN A
S \��0-1 S001
.2-�i ALTERNATE IS DETAIL ONLY APPLIES WHEN NOTED ON PLAT
E
F7mM
BELOW
\P RCf
E 5
LOV
TSB
S
AB
-A
RODIWA FRAMING
SHEA7
5-
r.A, HEADtR
�3
N
jF22x
To
w/
x
D44
OFFICE C00"PY
4
OVERLAP SIDEWALL
TOP PLATE
0
4 0 0 0 F7Mm
I ALWAYS PLACE
>C1 - 11 - 11 - 1 11 - ' 1
HEADER AT
TOP OF ROUGH
OPENING
5/e"O THREADED ROD STUD TO TOP PLATE:
SDWC15600 SCREW
. . . . . . w/3x3x'/4" PLATE
. . . . . . . . . . . . . . . . . 0 32m O.C.
T.R. Lou Pontigo and
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . (ONE IN SIDE---,', Associates, nc.
. . . . . . . . . . . . . . . . WALL) ) 11 A
MAX
r
STUDS TO TOP PLATE STUD TO ROT PLATEe 420 Osceola Avenue
EXTEND HEADER TO r--SPLICE 2x6 x 4'-6" P.T. SYP NO.2 BOT PLATE TO TRUSS SDWC1 5600 SCREW. Jax. Beach, Florida 32250
FAR SIDE OF WALL EXPOSED RAFTER TAIL TO EACH ROOF 4%4)f LAG SCREW 0 320 O.C. Ph. 242-0908 Fax.241-9557
JACKS 2x6 SYP#2 LEDGER All AT EACH FLOOR TRUSS-\ FL:CA# 8344 SO CA#3579
(2)2x6 (2)2x6 SPF#2 AS SHOWN. 0 TRUSS 0 24" O.C. WITH ROUND WASHER
AND (1)\.-. 4'-Owx4'-Om PIECE OF WALL w/2-1/4"x6" SDS
KING. C�� 1/2*x10' S.S LAG BOLT
SHEATING INSTALL AT UPPER SCREWS 0 16"o
HTT5 w/
CORNER 1" BELOW GARAGE HEADER
ON EXTERIOR STUD (TRIMED AS DETAIL A THREADED ROD
------------ ------ ----
EPDXIED 12"
PRE-ENGINEERED
SHOWN) I .
. . .( .11 4 1. WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING
... 12d COM RIPPED TO FIT
00 N or
6x6 POST SEE PLAN'� 00 g
v FASTEN SHEATING TO HEADER wl 8d COMMON Q& GALV. BOX NAILS WIRE N ILS WITH GAP SHOWN E Ns
b, I (2)H2.5T
HTT5 w/ Ne. V
IN 3" GRID PATTERN AS SHOWN AND 3w O.0 IN ALL FRAMING 0 4" Q-
THREADED ROD N, - 1 <
(STUDS, BLOCKING & SILLS) TYP. 4x4 HORIZONTAL LEG STAGGERED -0 71.10 TO ROT PLATEo
EPDXIED 12" SOFFIT, SEE SOT PLATE TO 'MUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. No.
3-10d TOENAILS )INW LAG SCREW 714) ARCH. WxOf' LAG SCREW 0 320 O.C.
-CES$ED NTH ROUND WASHEF
R
'!.
A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EACH SIDE
:;:I,: AT EACH FLOOR TRUSS
44 DIAGONAL S F
0011*
TIONAL DOUBLE PLATE BETWEEN . i
5/g*0 THREADED ROD (OVER ADDI DOUBLE-/
STUDS) DRILLED AND EPDXIED w/ 12* EMBEDMENT & 3x3x/4" WASHER. TOP PLATE 1X4 P.T. SYP
10-4" FASCIA
%N8" LAG SCREW I
R---CESSED -------
SHEATHING MAY
R
4
HI
.R
R
*(4 VERTICAL \-TERMINATE AT C h r i s t o p h e r j Sabourin E'
TOP OF DBL.
TOP PLATE. F L P E#71461
ALL EXPOSED METAL
Ly CONNECTORS AND TRUSS OR BEAM PARALLEL TO WALL ABOVE
FASTENERS SHALL REVROM
BE STAINLESS STEEL
11 RAFTER TAIL DETAIL
GARAGE PORTAL WING WALL SHED ROOF BRACKET DETA�L WALL
4 STRAPPING DETAIL
VVFIW."
SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ��2 SCALE: 3/4" 1'-0" \,�.2 SCALE: 3/4" 1'-0"
\Z..2j THIS DETAIL ONLY APPLIES WHEN NOTED ON 'PLAN
REM�L:�E�RATIM
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO lk
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
up)
LU
0
Uj
&
DOUBLE
2X4 TOP PLATE 2X4 LEDGER
FASTEN TO TRUSS
w/2-12d COMMONS 0 n
Uj
HTS20 STRAP. WRAP
AROUND MAIN HOUSE TOP
PLATEi
16 GAUGE 24" STRAP
AT EACH SIDE OF EACH
CORNER (6 TOTAL) I WT-7-1.
4
DOUBLE 2X4 TOP PLATE
MAIN HOUSE WALL
AT SAME ELEVA11ON AS SHEATHING 16 GAUGE 24" STRAP
AT EACH SIDE OF EACH
HOUSE TOP PLATE CONTINUOUS THRU 00 Uj
CHIMNEY FRAMING CORNER (6 TOTAL)
C:)
WALL SHEATHING USP HTT5 (1 AT EACH
OUTSIDE CORNER,
SEE CONSTRUCTION 2 TOTAL
SPECS MAIN HOUSE
EXTERIOR WALL
pw
DOUBLE 2X4 STUDS_,,-'
AT CORNERS
FLOOR HTS16 STRAP. WRAP A
FRAMING AROUND MAIN HOUSE TOP
PLATE
HTS16 STRAP. WRAP _5
AROUND MAIN HOUSE TOP
PLATE MAIN HOUSE
1//"-EXTERIOR WALL
16 GAUGE 24" STRAP
AT EACH SIDE OF EACH
CORNER (6 TOTAL) \IV-.7717.
USP HTW20 STRAP. WRAP
ol AROUND MAIN HOUSE TOP MISC
DOUBLE 2X4 TOP PLATE DOUBLE PLATE
AT SAME ELEVA71014 AS MAIN HOUSE 2X4 STUDS FDA
HOUSE TOP PLATE TOP PLATE AT CORNER 1Nf--%mING
(2)2X6 HEADER
2X4 STUD 0 16" ABOVE CHIMNEY
I OPENING ---- DETAILS
L A I I (2)2X- STUDS
V
MAIN HOUSE WALL
USP HTT5 (1 AT EACH I SHEATHING
CONTINUOUS THRU
OUTSIDE CORNER, CHIMNEY FRAMING FASTEN STUD TO MAIN
2 TOTAL) -HOUSE STUD w/2-ROWS
WALL SHEATHING OF 12d COMMONS 0 12" O.C. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
SEE CONSTRUCTION UNCLEAR REFER TO THE
SPECS 2X4 STU D 0 16" ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
U
SOLE PLATE ANCHOR PLAN
ELEVATIONU\- PLAN NAME
(MINIMUM 2 PER SIDE)
rSTONEBROOK - COASTAL
SIDE OF BUILDING ATTACHMENT
DESIGN/DRAWN/CHECKED
CS ,,,KM /LAP
DATE
08.29.16
SCALE
2-STORY CHIMNEY FRAMING AS NOTED
LPA No.
TOLL-16-00714
CONTROL No.
SHEET
S0e2
SHEET3 OF 9
OFFICE COPY
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS Lou Pontigo and I
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
No.
STAT F
Ala,,R 0
A
MONO FOOTING TO DG
STEMWALL w/ 2—#5x301 Christopher J a our!n El
DOWELS EPDXIED 6 MIN FL PE#71461
3
AC
F S1.01 S1.01 RIEVSMS DA�
10. i
- - - - - - - - - - - - - - - - - - - - —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3
T
S1.01
Li
U)
4" CONCRETE SLAB w/ FIELD ALTERATM
FIBERMESH @ 1.5 LBS/CU.YD. CONTRACTOR SHALL CONTACT LOU
OF CONCRETE OR 6x6 W1.4xW1.4 PONTIGO&ASSOCIATES PRIOR TO
MAKIWG AW STRUCTURAL FIELD
WWF ON 6MIL VAPOR BARRIER 9 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
\'S1.0) IN PREPARED GRADE.—\\ NS RUCTION DOCLIMENTS.AW
`0 1 FIELD ALTERNATIONS MADE PRIOR TO
�--V1 BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
%Y_ 9 rio N\
A I NAL ENGINEERING OR
S1.01 S1.01 INSPECTION FEES.
SAWCUT
T-
12x12 MASONRY PIER
w/2—#5 VERTICAL
<
REBAR. TOP OF P ERS S1.01 S1.01 V)
TO HOUSE S-AB.
PROVIDE 2—#4x4'—O S1.01 Uq
CORNER CRACK BARS Uj
AT SLAB N ID—DEPTH. 6 1 1 1
U I
^6 L
00 J- 3
9 -� S' 01
1 1.010V
4 0 J# 7 2 '
1 4---
3
6 S1.01
S1.01
STAIRS BY STAIRS BY In
BUILDER PROVIDE SAW CUTS PER 0) BUILDER
ui
PAVERS BUILDER TO
COORDIIIIIs ATE WITH FINISH S1.01
BY OTHERS
FLOOR MATERIAL. j
0"
r4
S1.01
0
�Si.oj/ PAVERS Uj
4
BY OTHERF z
\zi III01
MONO FOOTING TO
STEMWALL wl 2—#5x3O" 6
to S1.01
DOWELS EPDXIED 6
L A
TYP)
-H
11,; 4 KAN A A K19m'm=rX=I;
I III - XX
11 1� I F', A � I
f)'X'l 1XI�Ixl �M 151�MIX,1XI A Tiixxxx XX
r%
12x12 MASONRY PIER
w/2—#5 VERTICAL
REBAR. TOP OF PIERS
TO HOUSE SLAB. S1.01 S1.01 S1.01
FOUNDATION
PLAN
It
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION is
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
FOOTING SCHEDULE AND NOTES FOUNDATION PLAN
STONEBROOK — COASTAL
SCALE: 1/4" 1'-0*
DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE
CS / KM /LAP
3—#5 EA. WAY BOT. 2'-0" V-000 F2.0 DATE
3—#5 EA. WAY BOT. it—o" 2'-6* 2#-6" F2.5
08.29.16
3—#5 EA. WAY BOT. it-010 30-0" S-00' F3.0 SCALE
4—#5 EA. WAY BOT. it-011 S-15" S-601 F3.5 AS NOTED
4—#5 EA. WAY BOT. it—opt 4#-0" 40-0#0 F4.0 LPA No.
V-0to
4—#5 EA. WAY BOT. 40-15)" 49-6" F4.5 TOLL-16-00714
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 wl LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S190
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9
OFFICE COPY
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
PER CONSTRUCTION SPECS. -4- TYPICAL WALL FRAMING ANCHORAGE PER
AND ANCHORAGE PER CONSTRUCTION SPECS. I
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. Lou Pontigo and
Assoc i a tes, I nc.
CORNER BARS (TYPICAL)
420 Osceola Avenue
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1-#5 CONT., PROVIDE /,-SOLE PLATE ANCHOR, jax. Beach, Florida 32250
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.0 Ph. 242-0908 Fax.241-9557
FOR TEMPORARY BRACING BLOCK W/ 1—#5 CONTINUOUS FL:CA# 8344 SC:CA#3579
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN
PERMANENT LATERAL
SLAB ON GRADE
-- SLAB ON
SUPPORT DETAIL. 5
r
v SEE PLAN. GRADE,
1 .� 'd 4 A 4 )C
X
PLAN.-———————————
,14 4
A V
4 GE
GRADE OR CONC.
SLAB, SEE PLAN.
No. I
#4 DOWEL TO MATCH VERT.
E5 TO :DRAIN, SEE ARCH SLAB ON S
4
11w, �\ : . '�`, A . S
�HOWER P' S�, OP
j 8" CMU STEM WALL W/
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE #4 VERTICAL DOWELS 0 24 O.C. )F
C X UU
PLAN. MAINTA N 1. . -_ / 90" BEND INTO FTG.
_1_*1;",�, \ ��\ 77�
SCHEDULE) w/ 6" HOOK INTO I !� 4" MIN. SLAB THICKNESS. GRADE- _ A -I*'
MU REINFORCING FOOTING. LAP VERT REINFORCING 00 SEE PLAN 1 0
COURSES 4 1-11 ]� V - --
4 ,0. -, - X\ _\\�. a.
25" IF STEMWALL IS GREATER
1 TO 6 #4 VERT. 0 48-O.C. <
0
THAN (3) COURSES. 4 w
-4 __j I Christopher j Sabourin
A STEMWALL, SEE 1/S1.01
7 TO 10 #4 VERT. 0 24-O.C.
4
11 TO 12 -4 .
#4 VERT. 0 8"O.C. CONT. CONCRETE FOOTING CONTINUOUS CONCRETE FL PE#71461
-Y CLEAR FOOTING
1—STORY, w/(2)#5 CONT.
STEMWALLS OVER 6 COURSES TO 8"d x 16"w _TYP FREVSKM DATE
HAVE TRUSS TYPE HORIZ. JOINT 1.2—STORY, w/(3)#4 OR (2)#5 CONT.
REINF. BETWEEN EVERY OTHER 1 0"d x 20"w
10 x2011
COURSE. FILL CELLS SOLID.
w/ 2-#5 CONT.
STEMWALL FOOTING 2 FOOTING )�V/ SHOWER RECESS GARAGE STEM WALL
SCALE: 3/4" V-0" (IF REQUIRED) ��O 1 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO F1 ASSOCIATES PRIOR To
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS,ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO 8
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
TYPICAL WALL FRAMING STEP, SEE
ARCH. 4
AND ANCHORAGE PER
CONSTRUCTION SPECS. (4" MAX.) EQUAL TO SLAB
THICKNESS. z
U LD
7B @ SLAB RECESS
—if SLAB ON Ln
1 4- BRICK VENEER IS
GRADE,
ACCEPTABLE WITHOUT
4 SEE PLAN. WALL FRAMING WALL FRAMING INCREASE OF FOOTING
SIZE.
ELASTOMERIC SEALANT_� /SEEk PLAN 2—#5 CONT.
X
1 DEEP SAWCUT w/ SLAB ON GRADE
00
0 -0 z STEP, SEE ARCH. PLAN.
SLAB ON
04 7-4 Uj
lu
.40. NSLAB ON 4 GRADE,
ALT. FOOTING ,,AT ;7
4d
It? . % AF
4.a CO EE PLAN.
114, GRADE
Nf I - - -- J__-�
�4
BUILDERS DISCRETION.
NOTES:
;z*SEE PLAN.
.11
1) PROVIDE SAWCUTS TO CREATE 4 d 4<
#3 0 48"' O.C. QR APPROXIMATE 12' X 12' MAX. SQ.
ROD CHAIRS (TYP.) 2) SAWCUT CONC. SLAB WITHI.N 4 TO
12 HOURS OF CONIC. PLACEMENT. OPTIONAL 3"
12 w/(2)#5 CONT. 8"xl 6"
2" FLAIR 1-STORY, w/(2)#5 CONT.
8"x20" Of 8-xl6- `I-S�TTORY, W/(2)#5 CONT.
2-STORY, w/(2)#5 CONT.
A
8"x 2-STORY, W/(2)#5 CONT.
:D
SAW T PE BEA
r4 MONOLITHIC EDGE FOOTING Cu TAIL RING AT INTERIOR rT� MONO. FOOTING AT STEP-DOWN
SCALE: 3/4" V-0" LU
8x8 PRE-CAST LINTEL, 1\ 1\ 0 C) Z
w/ 1-#5
co
TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS
FLOOD VENT, I
EE NOTES ABOVE_�-� (1)#5 CONTINUOUS, PROVIDE
CORNER BARS TYPICAL
12" HOOK INTO SLAB.
JAMB REINF.
MATCH DOOR �%4
SLAB ON GRADE,--�'K-
WITH, SEE ARCH. RECESS PAVER BY MISC
SEE PLAN—s OTHERS
q 4
GRADE,
SLAB ON BOND BEAM w/1—
GRADE FRAMING
L -U= r III I I 1�� -- SEE PLAN.
I I 1��Ll F
,_1 I I=j1J
-v
I pl�1 7- DETAILS
PAVING
X
BY BUILDER z
<
12"xl 2" 1#5 CONT. :2
1 8" MASONRY
I - - IDETAIL 10B STEM WALL w/
8" CMU STEM WALL W/
E.J. 0 #4 @ 4
C4 8 0.C.
V
#4 VERTICAL DOWELS @ 24" O.C. MATERIAL GRADE OR CONC.
FLOOD VENT NOTES: 90* BEND INTO FTG. SLAB, SEE PLAN.
I " SLAB ON
ALE DIMENSIONS FROM
-A THESE DRAWINGS.IF A DIMENSION 6
G ADE, 00 NOT SC
UNCLEAR REFER TO THE
—THE BOTTOM OF EACH' OPENING SHALL BE ONE FOOT OR LESS SEE PLAN. TECTURAL DRAWINGS OR
ABOVE THE ADJACENT GROUND LEVEL. CONTACT THE E.O.R.
VN
CONTINUOUS CONCRET PLAN NAME
—OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS E 01 -4
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED FOOTING THICKENED EDGE X rSTONEBROOK — COASTAL
3" CLEAR--\ DETAIL 1 OA DESIGN/DRAWN/CHECKED
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF w/ 1-#5 CONT.
TYP (2)#5 CON T. CS / KM /LAP
DATE
10 X20
THICK x 20" W D 08.29.16
w 2—#5 CONT. SCALE
AS NOTED
LPA No.
00
FLOOD VENT DETAIL r9 STEM WALL AT GARAGE THICKENED SLAB PORCH STF'M WALL
I ri o TOLL-16-00714
SCALE: 3/4" V-0" SCALE: 3/4" 1'-0" CONTROL No.'
1\�-01 1\�-01
\I.�.O 1
-�01
SHEET
4
S1901
SHEET 5 OF 9
r
OFFICE COPY
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
--------- LINE DESIGNATES SIDE OF WALL THE
sw, SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6* O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
OF PLYS & JACK/KING STUDS NEEDED
(2)2x8-1/2 Ism 't
FOR SUPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, I nc.
6S-1/1 JACK/kING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O,
420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SO CA#3579
ANCHOR LEGEND
A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
"FE
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/S0.1
V
V
A307 DIAMETER THREADED N '46,11. Z
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
00 ST OF
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR 0(%
(95 TOP PLATE. SEE DETAIL 12/S0.1 Oil,
nil
CHIMNEY FRAMING NA
DO
SEE 5/SO.2 SIMPSON HTT5 SEE DETAIL 15/S0.1
Christopher j S a b o u r i n E
GARAGE PORTAL FRAME, FL PE#71461
SIMPSON DTT2Z SEE DETAJL15/S0.1
SEE DETAIL 1/SO.2
/e0"REWSKM DATiN
=A SIMPSON LTT208 SEE DETAIL15/S0.1
(2)2x8-1/11�
%
77/1
-ANN-
WALL STUD SCHEDULE
(2)2x8-1 I
_/-0) I 0SI3 WALL (2)2x6 LOCATION PLATE STUD SIZE
_j SHEATHING. VSPF#2 HEIGHT & SPACING
U%k- POST. STRUCTURAL EXTERIOR 90-10 2X4 SPF#2 0 16* O.a'
BRACKET SEE MAX
101-1 2x6 SPF#2 0 16* O.C.
IN 2/SO.2. EXTERIOR
FASTEN TOP- MAX 2X4 SPFf2 0 12" O.C,
10,-1 To �RELD ALTERAMN
OF WALL EXTERIOR _00 24 SPF#2 0 16" O.C. ON
14�
PER DETAIL
10,_0* CONTRACTOR SHALL CONTACT LOU
5E/SO.1. INTERIOR MAX 2x4 SPF#2 0 16" O.C. PONTIGO&ASSOCIATES PRIORTO
I MAKING ANY STRUCTURAL FIELD
PROVIDE MIN. '2) 12'-0* 2x6 SPF#2 0 160 O.t 2[ MODIFICATIONS WHICH MAY VARY
INTERIOR MAX 2X4 SPF#2 0 12m O.C. FROM THE INTENT OF THE ORIGINAL
INTERMEDIATE JACK
X C14 CONSTRUCTION DOCUMENTS.ANY
I Sim NOTM FIELD ALTERNATIONS MADE PRJORTO
STUDS. STRAP HEADER I I
N 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO
C9 5! ASSOCIATES MAY RESULT IN
TO JACK w/ STA24. _j Ir- I
OSB WALL X Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERI
04
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
6 /1) SHEATHING. ARCHITECTURAL REQUIREMENTS.
00
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES,
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS z
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
U L9
REAM A80VF SHEARWALLS
(5)2x8 SPF#2
STRUCTURAL
POST BELOW POST
(0 COMBINED USE PANEL NOTES
X ABOVE. PROVIDE --BRACKET SEE
U)
SQUASH BLOCKS 2/SO.2. 1. EXTERIOR WALL SHEATHING SHALL BE
F L CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
IN FLOOR SYSTEM. k]
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCA71ONS FOR MULTI STORY CONDITIONS
2. SEE SHEET SO.0 FOR WALL SHEATHING 00
Uj_ (2)2x8-1/1 El SPECIFICATIONS.
>
0 '2)2x6
3. UPPER MOST TOP PLATE SUPPORTING ROOF
m A k :)PF#2
GARAGE PORTAL FRAME, MEMBERS SHALL BE STRAPPED AS SHOWN IN
POST. z
I I SEE DETAIL 1/SO.2 DETAIL 1/SO.O
0 IN 4<
AR Ll.; t- �,?r
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LL_ STRAP HEA R_./"I _X X
STRAP HEADER EA 04 3/SO.O
R 7/SO. 0
PE
Uj END w/ (2)MSTA24 j m I < n
<
GENERAL NOTES
C� (3)2x'4 SPF#2 UJ N Q�
< POST BOTH m 0 Uj
A m 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
LO ENDS BEA
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
% V)
< SIZES AND SPACING. AT GIRDERS AND BEAMS,
X PROVIDE STUDS BELOW TO MATCH BEAM/GIRIDER
0
CD § PLIES.
S AP HEADER 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.,
0 0 m 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
IR DETAI \1 0
1 -1 1 PLIES (BEAMS. HEADER, AND STUDS) FASTEN PLIES
OF WALL
U:� STEN TOP PER 7/S0.1
F5E/S0.1.
N TOGETHER PER DETAIL 6/SO.O Z
X
3: X N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
31SO.0
PROVIDE MIN. (2) 04
INTERMEDIATE 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1
JACK STUDS
AN
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
OSB WALL
TERMINATE BETWEEN TRUSSES. SEE 5A/SO.1 0
SHEATHING.
F% 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING U
AND HOLD DOWNS
BEAM ABOVE C(2)2x.10-2/2) (2)2xl 2 6x6 P.T. SYP#2 POST
6x6 P.T. SYP#2 POST
w/ABU66. SEE DETAIL (2)2X6 *"*,��w/ABU66. SEE DETAIL
SPF#2
SEE 3/S0.1 FOR BEAM j SEE 3/SO.1,. FOR BEAM 2/S0.1. (TYPICAL)
2/S0.1. (TYPICAL) CONN. (TYPICAL) POST. CONN.', (TYPICAL)
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10*
END LENGTH. FASTEN
'MIS END w/ 9-10d. FIRST FLOOR
FRAMING
WALL FRAMING 63b
C>
------ PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
WALL FRAMING ARCHITECTURAL DRAWING
C)
FIRST FLOOR FRAN1ING PLAN CS18 STRAP w/ 10* LAN NAME
END LENGTH. FASTEN
SCALE: 1/4" V-0" 11-11S END w/ 9-10d. rSTONEBROOK - COASTAL)
DESIGN/DRAWN/CHECKED
SOLE PLATE ANCHOR SPACING SCHD
ALL EXTERIOR WALL 4r 0.C. CS K�M /LAP
UNLESS OTHER NOTED DATE
08.29.16
SHEARWALLS 24* 0.C. SCALE ,-4,
(SW &03*/6")
AS NOTED
SOLE VMEN NOTED ON PLAN A LPA No.
SEE NOTE 2 TOLL-16-00714
CONTROL No.
i. INSTALL SOLE PLATE ANCHORS PER DETAIL
31$0-0
SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36' 36"
ON.-CENTER SPACING�_11
SHEET 6 OF 9
OFFICE COPY
.�6w%'
SYMBOLS LEGEND
HTS1 6 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESs
I. 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 CUPS ON 11/2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SO CA#3579
-Hugh
"**61aC;E
00
OF
0*0
STUD DIRECTLY
BELOW TRUSS TOP PLATE TO
CHIMNEY FRAMING., SDWC15600 STUD SDWC15600
SEE DETAIL 5/SO.2. Christopher j Sabourin
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
��E
REV50145 DAT
SOJ SO.1
Rafter to Top Plate shown
F08
Truss to Top Plate similar
co Optimal 22)�
W CO co co CID LL LL LL LL LL LL
LL
F07 LL U_ LL U_ U_ UL
30'
F07 FIELD ALTERAT10N
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
F07 MAKING ANY STRUCTURAL FIELD
TRUSS
OSB BLOCKING PER h"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
ONSTRUCTION DOCLtAENTS.ANY
SO.1 DETAIL 5E/S0.1 FIELD ALTERNATIONS MADE PRIOR TO
F07 BEING APPROVED BY LOU PONTIGO&
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
I S D
BLO:W
STUD SDWC15600 ADDITIONAL ENGINEERING OR
INSPECTION FEES
L_VA_J
F07 S 0.1 NgIL 1. Sloped—roof rafters may be sloped up to and including
PORCH CEILING a 12:12 pitch and must be *birdsmouth" cut.
SHEATHING AT BOTTOM 11 U L
2. Reference detail 4 for installation instructions.
CHORD OF TRUSS SEE F07
15
2/S0.1. F07 F1 OSB BLOCKING PER SIMPSON SDWC INSTALLATION RANGE z
4 DETAIL 5E/S0.1 0
I F'4
_:m_ ZZ Z"
F07 ,.F'3 Ln
AW,
LIJ
F07
M36
<1 F07 T-1 I I U_ I 1 7
TkD46
Lu
F06 SHEATH CONT. FT01
F06 THRULOWROOF THD4
TO WALL BELOW. FG03 FT01
OSB BLOCKING PER\
TH.D46 DETAIL 5E/SO.1—\- STUD NOT DIRECT
.1111 BELOW TRUSS
- - - - - - - - - - F06 FT01' SDWC15600
THD28 h2k; Reference detail 2a for installation angle limit Uj
- - - - - - - - - - - V)
�/z IFT03 FT01
SDWC INSTALLATION
FT02
Rafter to Top Plate shown
2x4 BLOCKING BELOVV �A'
E-� x111111A 0
I I I (Truss to Top Plate similar)
WALL ABOVE. FASTEN I I i
FT02\\l III /]1 1111 FT01 00 Uj
EA END w/(3)10d OSB BLOCKING PER
TOE—NAILS. DETAIL 5E,/S0.1 0 z
FT02 FT01
STUD NOT DIRECTLY
RAFTER TAILS, SEE 0 S B,' BLOCKING PER F�
DETAIL 3/SO.2, SIM DETAIL 5E/S0.1 BELOW TRUSS
FT02
Do not install SDWC in
I ____A6A am& 0 8 hatched area
0 0
LL LL LL LL LL LL SDWC15600
F:F-
F01
0 erhan �j 1/2" MIN
M, V 9c, 2" MAX
SO.1 SO.1
SDWC INSTALLATION RANGE
Floor Truss Connector List FLOOR AND
Products Manuf Product Qty r'nOF, TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
PlotlD Length - Product Plies Net Qty USP THD261 3 W* minimum edge Rafter or Truss
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING PLACEMENT
BM1 24-00-00 1-3/4 x 16" VERSA-LAM0 2.0 3100 SP 2 2 USP THD26-2 4
distance for full
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
values (with or Splice may be in upper or
BM2 16-00-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 2 4 1 1 USP THD46 5 SCREW UNLESS OTHERWISE NOTED without a plate -' lower plate PLAN
splice)
zDo NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
V from top plate CONTACT THE E-O.R.
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
FLOOR AND ROC F TRUSS PLACEMENT PLAN
TONEBROOK — COASTAL
rs
SCALE: 1/4" V-0"
DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
08.29.16
SIDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00714
CONTROL No.
SHEET
S102
SHEET 7 OF9
OFFICE COPY
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
-------- E DESIGNATES SIDE OF WALL THE
SW 32i4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3* O.C. EDGE & 6" O.C. "IN THE
FIELD*
DESIGNATES THE HEADER SIZE. NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Ponti8o and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA# 8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
1461
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
OF
0-
A
%m A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
(95
TOP PLATE. SEE DETAIL 12/SO.1
SIMPSON HTT5 SEE DETAIL 15/S0.1
CHIMNEY FRAMINGP.
SEE DETAIL 5/SO.2. Christopher J Sabourin E�
FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/SO.1
(2)2x6 SPF#2
POST. STRAP OF-
RWISVISS DAii'�
TO BELOW SIMPSON LTT208 SEE DETAIL15/SO.1
(2)2x6- (2)2x6-1/1 1w/CS1 8.
CS1 8- -CS18
00
r-,*, T- LOCATION PLATE STUD SIZE
-CS18 V) HEIGHT & SPACING
EXTERIOR 90-10 2x4 SPF#2 0 16* O.C.
MAX
X 10'-1 2x6 SPF#2 0 16' O.C.
C14 EXTERIOR
MAX 2x4 SPF#2 0 12" O.C.
-CS18 CS1 8 0 BOTTOM OF STUD EXTERIOR 10'-1 To 2x6 SPF#2 0 15" O.C. �RE-D ALTERAT11M
WHERE NOTED. SEE DETAIL 14'-0* CONTRACTOR SHALL CONTACT LOU
AT BOTTOM RIGHT OF PAGE. INTERIOR 10'-00 2x4 SPF#2 0 16" O.C. PONTIGO a ASSOCIATES PRIOR TO
I CS113- MAX MAKING ANY STRUCTURAL FIELD
TRUSS --27 ABOVE INTERIOR 12'-0" 2x6 SPF#2 0 16* O.C. gc MODIFICATIONS WHICH MAY VARY
(2)2x6 SPF#2 MAX 2x4 SPF#2 0 12* O.C. FROM THE INTENT OF THE OMINAL
CONSTRUCTION DOCUMENTS.ANY
POST. STRAP FIELD ALTERNATIONS MADE PRIOR TO
> C14 BEING APPROVED BY LOU PONTIGO a
TO BELOW 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE ASSOCIATES MAY RESULT IN
m ADDITIONAL ENGINEERING OP.
w/CS1 8. < Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN. INSPECTION FEES.
PROVIDE MIN. (2) 00 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
X
00 INTERMEDIATE (N ARCHITECTURAL REQUIREMENTS.
- 04
JACK STUDS 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
f YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES
&) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS z
CS18- TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
CS1 8 0 YERY IMPORTANT NOTE: MINIMUM. SEE 3/80.0 FOR ADDITIONAL ANCHORS AT
+ SHEARWALLS
STRAP HEADE OMIT DOUBLE TOP DLATE & SET
"'�,�PER 7/S0.1 TRUSS ABOVE DIRLECTLY ON (5)2x6 COMBINED USE PANEL NOTES Ln
00
X SPF#2 POST. E�TRAP STUDS TO
Uj
BELOW w/(4)CS18. SEE 1/S1.4. 1 00 1. EXTERIOR WALL SHEATHING SHALL BE
E) 2x6 WALL r- CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
CS V) 0
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MULTI STORY COND11IONS
CS1 8 2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
LU
CS1 8 3. UPPER MOST TOP PLATE SUPPORTING ROOF
S MEMBERS SHALL BE STRAPPED AS SHOWN IN
00
z
SHEATH ONT THRU X DETAIL 1/SO.O
LOW RO TO 2N
18 X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
X
LEVEL BOTTO PLATE. 04 3/SO.O
04
W> CS1 8
0 GENERAL NOTES
00 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
'CS18- Da 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
\\ (2)2x6 SPF#2 SIZES AND SPACING. AT GIRDERS AND BEAMS,
POST. STRAP 01 STRAP EACH END OF PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
< 0 CS1 8 LjJ V) C I PLIES.
-i >1 TO BELOW Z) BEAM w/(2)M,STA24
LLJ c; 01 Ir - 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
V) m I w/CS1 8. CS1 8 (TYPICAL) SHEATHING SPECIFICATIONS.
0) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 Uj
0 W :;�C- (0 0 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
X 1-- C14
C4 I TOGETHER PER DETAIL 6/SO.O 00 Z
TRUSS T1 2 A DVE T-
C/) C14
N
z 0 0 %-.1-1
Lij (2)2x6 SPF#2 00 X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
> _j X 04 3/SO.O
z N
_j LLJ -CS18 POST. STRAP lo--% 04
0 < 0- 04
TO BELOW 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
4x4 P.T. SYP#2 SET DIRECTLY ON ATTACHMENT PER DETAIL 5/SO.1
S
0
SHEA H CONT HR V1 Si
T
T
V LOW R 06�To 2N I
L OTTO \
LE E B P LA TE
0
CS,8 ry
0
8- IV w/CS1 8. BEAM BELOW. STRAP TO POST F�
I y 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
1 00 00 00 OD 00 00 CS1 8
I v- v- T- Ir- I V- r- BELOW w/(2)CS1 8 STRAPS. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 C)
In V) (A) U) V) V)
L
(TYPICAL 2 PLACES) 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
U
CS1 8 710
1 AND HOLD DOWNS
I (2)2xl 2
(2)24-1/1� (2)2x6-1/1� C(2)2xl 0-2/1� 00
CAI
FOR BEAM CONNECTION
4
SEE 3/S0.1 (TYP)v CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASMN SECOND
THIS END wl 9-10d.
FLOOR
WALL FRAMING
0
FRAMING
NO NAILS REQUIRED PLAN
IN CLEAR SPAN
FLOOR
TRUSSES
DO NOT SCALE DIMENSIONS FROM
OR JOIST.
THESE DRAWINGS.IF A DIMENSION 15
IE --+-0
UNCLEAR REFER TO THE
?3' A RIC H 11 T E_C T UU R A L D R A W 11 NUG
WALL FRAMING-/ S OP,
z CONTACT THE E.O.R-
SECOND FLOOR FRAMING PLAN CS15 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN
TONEBROOK - COASTAL
SCALE: 1/4" 1'-0" THIS END wl 9-10d. rs
DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
08.29.16
SCALE
AS NOTED
LPA No.
TOLL-16-00714
CONTROL No.
SHEET
Sle3
OFFICE COPY
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING Pt-AN 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 SPECIFICA11ONS; SEE SHEET =
4. VVHEN USING (2)H2.5T CLIPS ON 11/2" VADE LUMBER. PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
RUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SO CA#3579
Izi 0 0 00 0,
NS *0
C3 j No.
ST
%
STUD DIRECTLY 00
BELOW TRUSS I TOP PLATE TO
SDWC15600 STUD SDWC15600
C h r i s t o p h e r J Sabourin PE
RAFTER TAILS, 3 FL PE#71461
SEE DETAIL 3/SO.2
SO.2 TRUSS TIE DOWN WITH SIMPSON SDWC
(2)HTS16 /-HTS1 6
I SUM DAM
Rafter to Top Plate shown
Truss to Top Plate similar
Ifzz V Z
/, _/ I ,,XZZA
1: CID 11co co co In
.1 C%4 A C1*4
N 0
-3 -j Optimal 22)�
W W LU W W W W
IP 0'
EJ14 RAFTER TAILS, 30'
SEE DETAIL 3/SO.2
HTS1 6_N�_, r7�EM ALTERAIMIN
EJ14
CONTRACTOR SHALL CONTACT LOU
127 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR To
BELOW TRUSS MAKING AW STRUCTURAL FIELD
X"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
EJ14 F
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
SDWC15600 TOP PLATE TO
ASSOCIATES MAY RESULT IN
TH026 IN I I I I I I
STUD SDWC15600 ADDITIONAL ENGINEERING OR
RAFTER TAILS, -r25— 3 1. Sloped-roof rafters may be sloped up to and including
SEE DETAIL 3/SO.2 ��.2
a 12:12 pitch and must be *birdsmouth* cut.
SIMPSON SDWC INSTALLATION RANGE
_EJ14
2 1 42 Q(-A[3j3E;[) TR028
USS Nkso.2/ THWO
T 0 L9
C
SEE 1/S1.4 FOR
Tw, C NNE ION TO 3
—fill Uj
8W
F_ THID-26
T19-- THD26
TRUSI TOB - - - - - - - --- H TS1
THD26 3
ru
=Tu
7--
X
2x6 WALL -lip THD26
BELOW TRU'S'-'--
(2)HTS16 THD26 STUD NOT DIRECT
T16 BELOW TRUSS
SDWC15600
T15
THD26 - - - - - - -- -- hq!C Reference detail 2a for installation angle limit
PLAN VIEW
2
SDWC INSTALLATION
T14 THD26
Rafter to Top Plate shown
T\13
PORCH SHEATHING AT
(Truss to Top Plate similar)
—BOTTOM CHORD OF
2X12 SCABBED TO 00 Uj
SO.2 LTH 2 T12/ THD2&21 TRUSS SEE 2/S0.1.
TRUSS, EA. SIDE, w/ \11 0 0 Z
(2) ROWS 1 Od @ 3 R JSS T08
T04 Nrl STUD NOT DIRECT
O.C. STAGGERED.
LOW TRUSS
04
EJ02 Do not install SDWC in
CID W Go hatched area
C�
Y
M1 SDWC15600
(2)HTS1 0�veang j 1/2' MIN
2* MAX
6
2)H TS 1 -J
3
RAFTER TAILS, SO.2
SEE DETAIL 3/SO.2 SDWC INSTALLATION RANGE
Roof Truss Connector List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES ROOF TRUSS
Manuf Product Qty Rafter or Truss PLACEMENT
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
USP THD26 22 A' minimum edge
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 distance for full
PLAN
values (with or
USP THD26-2 3 A SCREW UNLESS OTHERWISE NOTED without a plate Splice may be in upper or
STRAP TO lower plate
OMIT DOUBLE splice)
POST w/HTS16
OUBLE TOP
(4 TOTAL) PLATE DO NOT SCALE DIMENSIONS FROM
k", THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
A" from top plate ARCHITECTURAL DRAWNGS OR
splice Offset
(5)2x6 for full values STUD NOT DIRECT
PF#2 ROOF TRUSS PLA(,-4EMENT PLAN BELOW TRUSS PLAN NAME
POST. SCALE: 1/4" V-0" rSTONEBROOK — COASTAL
DESIGN/DRAWN/CHECKED
CS KM LAP
1V DATE
SDWC AT TOP PLATE SPLICE 08.29.16
SCALE
ELEVATION VIEW AS NOTED
LPA No.
TOLL-16-00714
CONTROL No.
TRUSS BEARING BLOCK DETAIL
EN
NOTE SHEET
S1.4
S104
Jt
SHEET 9
OF 9
7 -JJ14 ON
�STJSLY
OFFICE COPY
A