The URL can be used to link to this page

1793 ATLANTIC BEACH DR - rev. ENGINEER DRAWINGS I I I I * DESIGN SPECIFICATIONS . USP CONNECTORS TYPICAL-HEADER N&UhQ T)?ICAL DOUBLE TOP' WINDOW SILL SCHEDULE - 0.13IX3" TOE NAILS PLATE SPLICE DESIGN COIDE: COMPONENTS & CLADDING UPLIFT TYPICAL-STUD NAIUUQ- 2X6, 2x8 - (5) NAILS TYPICAL TOP PLATE NAILINGe- 1 4'-O" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING C PRESSURES (PSF) CONNECTOR , FL# CODE I 2x10, 2x12 = (7) NAILS / (16) 0.1310" NAILS OPENING OR SILL PLATES FASTENER EACH END - DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, -- 1 CAR I SYP SPF . 0.1310" END NAILS: 9- LVL, 11- LVL = (7) NAILS TOGETHER w/ (3) ROWS F`VENLY SPACED -4 4'-4*' (1)2x4 SIPF #2 (4)12d TOE NAILS TRIBUTARY INTERIOR EDGE STRIP (PSF): +16.3 1� ', , � (2) 0 2x4, 14- LVL, 16- LVIL = (9) NAILS OF .1310 0 12" O.C. STAGGARD. 1 4 6--e (2)2x4 SPF #2 (5)12d ME NAILS 11", :i , I , � . GARAGE � 2 , t� , � j 1+ � . -- I I--- I P n . , U-"� 1 � , I 1 . , t :� -"��,, I UNLESS PLANS HAVE 13EEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) ap = 4#-6 DOOR 450 450 "t�l il". ,II,", - � ' , ,i ; i i , �� -�' I., (3) 0 2x6, I ".I 1� .1��ENOI iF;.- I �-� ' '. � ;, ;,, I !, �17 -2 . �!� -4 8'-e (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAIL -17.9 � " !: ! � (4) 0 2xa. I USP RT7 585 495 . : i . DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8�x7') ($)8a llfk . 1 � i SYP#2 S ROOF FLOOR I USP RT8A 775 650 � 5)1 Odx' DBL. HEADER, 4 12'-Owl (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAIL I 1 2 CAR - ( 11/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, .6-MAX PER PLAN - 4-'-Om� MIN. 0 - I (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15-5 1 ) .I. - ROOF LOADING USP MTW12 1195 860 (7)1 Odx'l 1/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I F syp#2 . I � -V--r�r� 'I,, , I I I I T -------- I I I III I III I I Lou Pontigo and LI 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 02)"10dx11/2" EA. END ALL WALL STUDS.. I I I I I , 7 psf (ARCH SHINGLES) 10 psf F-1oo 1 +15.5 -17.0 1 +15.5 -19.0 I I (16'x7') I I - -1 SEE 5/SO.O 2x-BLOCKING ONLY --- I I -:: Associates, Inc. 20 psf (TILE SHINGLES) 10 Psf I 1640 1455 (9)10d --A. END 2. USE SYP#2 FOR ALL TOP ,= RAISED -4 BOTTOM CHORD LIVE LOAD 10 psf 0 psf * LLOWABLE WIND PRESSURE VALUES (ASD). THE 2065 2065 (13)10d EA. END TES. REQUIRED IF SHEARWALL-\ #: ARCHED TRAN1SOMoP,nONa 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY I HEADER 11 --- . 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue DEFLECTION CRITERIA: DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 I/,"O ROD TO FTG. 1 3. USE SYP#2 FOR ALL N -= M FASTENED w/ 3-0.131"xY jax. Beach, Florida 32250 SHALL BE PERMITTED 1305 1305 (6)10d 'TO HEADER I I ..L-]I I I = rm EA. END TYPICAL. Ph.242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 I rsm I \ I HEADER -'SHEATHING MAY EXTEND 2- FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"O ROD TO FTG. .------- -A-------- I . I I -T, -r \11" - 00,, PAST BLOCKING- WINDOW FL:CA#8344 SO CA#3579 0.75" MAX ANY CASE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE I------- E I I - -------� . 10 00 USP HTT22 5370 5370 %00 ROD TO FTG. I BALLOON, FRAMED FULL I I I I I ARCHED I LSYP#2 HEADER- "`� WIND LOADING: . 0 LINEAR INTERPOLATION IS PERMISSIBLE. 2535 %*0 ROD w/ (1 2)16d HEIGHT TO ROOF OR FL L-- - ----i ANSOM PER PLANS ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A I I BEARING ELEVATION, U.O.N. ON TO TALLER STUD w/ OPTION JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 110 D MINUS = SUCTION. 2535 .1 5/."O ROD w/ (12)16d PLAN. BRACING BY OTHER SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . 2-ROWS OF 10d COMS "Iii� SEE PLAN 4010,001wiffilm#1111111111FA OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1 1545 1 1455 1 (5)1/4.)12-1/4 TAPCONS I . 5.) FASTEN BOTTOM PLATE OF � 0 12" O.C. WINDOW SILL SEE , , il�`EIR J. ""' , -- - I SCHEDULE / / .S,4�kz, C, LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR 0 *00000609 No � BY 0.75 MEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB FOR SILL SIZE AND � 6 #0 0 I& izi THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNE:CTO,R.S AT INTERIOR WALLS TYPICAl qQ F AT TWO STORY CONDITIONS, 91*1 P41S ,*11* 11�- t,j -10) ---------- 130 MPH w/10d MASONRY CUT NAILS 0 \\-TYPICALLY %" FULL PLATE NAI=- WINDOW SILL SEE PROVIDE SOLID BLOCKING I #1 iZi . . . I I # BASIC WIND SPEED (ASCE 7 . I END III % <=> IMPORTANCE FACTOR --------------- 1.00 a *a,� UPLIFT 1 48" O.C. MINIMUM. SEE 0.1310" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL a * - . O.., - FOUNDATION, PLAN ADDITIONAL RODS 0 6'-O" O,C, UPPER LEVEL POSTS & JACK : No. f I , C,, (3) 0 2x4, : � a W a ME-AN ROOF HEIGHT ---------------- 20.0 FT -- a SPF FASTENERS FL# CODE JANCHORS AT SHEARWALLS I ISTUDS I : ,* -.� e I I a -- SYP (4) 0 2x6, * :I ------------- 7/12 1 - . � � Is --11. . . � - . . I - (5) 0 2x8. . It - I A35 450 450 12--ftcl f* ��7 � - . - .�12!4§i4 , .� � ;, � . . ,I i 00 : a . I . ;L '. ; . ., - ,.:- .� - - i � I -, I 11. I 1. I - 0 I I � �.; ! , I tk I . �11, ..� �-��,i" ;1 . ,,i -,:!.�., . � �L � I , I .L 1. ' 11 I I +1 I . � !;;, � I I I 'I�1�r�� I I S E �b BUILDING CATEGORY ---------------- 11 to I ! � I I 1, I L I BLOCKING ONLY REQUIRED SEE 8/S0.0 --w 0 .. ct- , -A % I * I II-0 � i I . 01* �� CL LASSIFICA11ON ------------ENCLOSED H8 620 530 - . 5-1 Odx1 V2* EA. END`!, ' i . 11470.3 1 : ,: E STUCCO FINISH 0 0 wev i I N . � ABOVE FOR 'a' DIMENSION - . � I � AND O.0� PACING. I I I -]-� - . I iE � - � � , 1)il I: � ! � ' ' � 11 - i t� I I ' . : I h. PT. SPF#2 I , " ' I:, H2.5T 600 520 6."8d,tk`!i iN6 _, 1. 11 479.3 ' I : ; .. i AT SHEARWALLS AND-� IL ----------�- � iF,, ; I -i� . B a ,DENOTES EDGE'STRIP. , I I TERIOR B E 0 1 � r- D SIZ - INIERNAL PRESSURE COEFFICIENT ---------- ± .18 I MTS12 1000 860 7-1 Odxl'/'2" EA. END : 10456.3 1 � ,i - ; A - - - - - - A A A . - I A .. ntw,h I ! I . I.- ..7--up"I"mm- if I , . . It ! .I A, - . ., ., I . - . - � -0 �.t --- I I WALL SHEATHING --� , . 4 .*. 777= . . . I : � Id, ,It i ,� f * . 1. . . . . . I �� ; .. A .. . � I' *L: , w 1.. . '. .,*.. . * , .1 ... ..., .?.�. i 4- ,.I.- '. ' I . . . � . � I I . . .. ,.:. .. .. - -� . q- . 4" , - . . �a.. I; I 0 HTS20 1450 1245 24-10dxl`/�* EA. END 13872.3 j P! . * 7 , . . ? - .4. , .� . .., 4. ,.j , .. - ," . . . '' .. .# "',0, ' '! I �\,-SEE DETAIL 1/SO.1 . .'***. .a 11 . . . . . - i -, -;.� ; CONTINUOUS BLOCKING . . A . -.-�.. ,4 A , .. I. . , , , , .. . -f . I ... .I .1 , .. I *A * .. . : - I 4� .. .. . . , . .4' A , . � . . . 4.1 -1. " '' '' .1. .. w I:.A - ,j� . . . 4' .- .. -- .71 . : .. .. , * 0 �` . ., . . I . .�L ... . .. , .1.. -.',..� . .I . .. . - MSTA24 1765 1270 1 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING , - . - .. -, � . FOUNDATION, SEE PLAN. ,-. ; .,, . I .. .- 9 .'*. ..;, - ... I . 4� Christopher J Sabburin P E I MATERIAL SPECIFICATIONS 01 , 7f a 7f . I . WHERE POST IS ABOVE. 16d COMMONS OPTIONS 8 1/21 4 1 FL P E#71 461 --- a 19- I ! 0 80 O.OL� I I t MSTA36 2050 1870 13-10d EA. END 13872.8 r ' -MAX.-0 MIN' I , . 1,I 11 . I r- - -1 WALL FRAMING AT WALL FRAMING AT - \-SOLE PLATE ANCHOR& HARDWARE AND ANCHORS: I- --A 18-1'6d TO TRUSS/BEAM i . I � FLOOR SHEATHING I PLATE CHANCE CONDITION RAISED HEADER CONDITION FROM SOLE " *� 01 L HTT4 3480 3080 11496.2 1 � 8d 0 3" 1 SEE SPECIFICATIO� PLATE BREAK /��-qONS DATi ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 4-a-t- a 1-%mo ROD TO FTG. ' � I .1 ; \ I I ASTM A 307 OR ASTM F 1554 GRADE 36. .3w----r---I i BUILDER MAY CHOOSE EITHER THE DROPPED � WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE 8). 32-16d TO TRUSS/BEAM . I I I HEADER CONDITION OR RAISED HEADER CONDITION I WALL FRAMING AT II& GENERAL 05.06.1 E � NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/."O ROD TO FTG. ' 11496.2 I I I ND11ION REVISION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO . % I I I I I TYPICAL WALL FRAMING I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: I LUS28 930 780 1 10655.113 1 i I I I I I r RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR. BE RESPONSIBLE 4-10d TO JOIST I . I I ! I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE V4" ANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I it I I X"xV SIMPSON TITEN HD SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND '/a- LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 ' 10531.36 L---- --i --- -i w/3X3xO.229* WASHE Q&HOLD DOWN (U.O.N.) O RMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST I -/I',---- I SCHEDULE FOR SPACING ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS RK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/."O ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL . 'L SEE 5/SO.O SEE 1/S0.1 11 iI. � � I TOP PLATE I BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 %"O ROC EPDXIED 6" MIN 10849.6 1 A LIMITS OF S11RUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: I BLOCKING ONLY REQUIRED 21' 2* `A"""""""""""""` REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON 7-PDXY-71E 11506.4 AT SHEARWALLS ANDJ WALL SHEATHING rFIELI) ALTERAMN , ' ; STRUCTURAL STEEL SHALL BE ASTM A992. GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 1: ' ' 1,; , STUCCO FINISH )+- . WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LS, WALL FRAMING.AND REQUIRED SHEATHING AND LTT20B 1675 1675 :-10-I 6d T r8STUID/BEAM/POST . SEE DETAIL 1/S0.1 A - CONTRACTOR SHALL CONTACT LOU LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF-FRAMING. ITEMS NOT DESIGNED 1-'/2 W 0 R OD TO FTG. 11496.3 FOR SPLICING + III% I - RATED SHEATHING, MAKING ANY STRUCTURAL FIELD . OPTIONS MODIFICATIONS WHICH MAY VARY SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND'.,kOOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d i �� I -1 " � SEE GENERAL NOTES. ; - � I . 13872.5 a* )�* THREADED ROD 26 I 11-Ow 6" 1 SHEATHING FROM THE INTENT OF THE ORIGINAL MODULUS (E)1,900ksi. BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS 46''TRUSS CONNECTION, AND ANY - FULL HEIGHT . . . . . . iz� . . . . . . . . . . . . . .. I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. ..a EPDXIED 4*w/3X3xO.229" PT. SYP#2-/ I- - -I .. CONSTRUCTION DOCUMENTS.ANY 1- -, i- I - F cm 11705 1705 113-8d 10852.1 I SHEATHING -.) SILL PLATE MAX.- MIN. EXAMPLE OF PANEL . .. I FIELD ALTERNATIONS MADE PRIOR TO 1, . . � I � I TO BE WA . . .. . , 13EING APPROVED BY LQU PONTIGO ri 0 A i I FOR SPACING EDGE w/ BLOCKING .. III ASSOCIATES MAY RESULT IN I GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS I . �:1 , , I I TO UPPER -"N..,,,II�� . . . . I I , 7 . I �. INTERIOR BEARING WERE REQUIRED BY ADDITIONAL ENGINEERING OR , � - I - .. . I'll .r� 7 I - I � I TOP PLATE I WAU.;_3EE SCHEDULE 11 TEN H Q GENERAL NOTES. INSPECTION FEES. � ,� .�. I � ..1 r I �.I I t ,� �1�1 . . I �� .. 11 I il � I . I I � I . t-11h I . . .. I . ; : . I .. � I . I . . , � � FOR STUD SIZE . . I * , FLOOR SHEATHING SPECIFICATIONS � i i'P . . . �I.. r ANCHOR OPTION . OOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD i- i ; I.,'' . j I I I I I 11 � i ILI . AND O.C. SPACING. oenm. . . . I . I I . . . .... . . . . . , * ' � . : I 'L ,% � I . WALL SHEATHING M . . . . �T ; ��,� � I i � I I I . I . . I I i SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT :� ROOF SHEATHING S CATION& 4� - I - 1 I I ') , :!, ,:.; . . . I ?I I . . i SOLE PLATE SUPPORTED EDGES, . .. . . � , � � I I . . . � 1 , I I.. . , RAISE )r FROM EXT. WALL SHEARWALLS /Is", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHA ; ' , I� -7 1 - � 11 � , SEE DETAILS SEE DETAILS WASHER EMBEDMENT EDGE . affiRQLL- MIN. 7 NK NAILI�!-* V'�O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4� O.C. WITHIN 4" 0" OF ROOF EDGE). I � ` ' - ANCHOR GENERAL NOTES .. 1^,!��, -, : � . �I 1, '', . 1 8d 0 3" ' I BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE � . ; " .1 .. � ; 11 I I . . .. . . . . I ON S1.01 ON S1.01 � � .. / I " RING SHANK 0 6" & " . i I . .'' . I 11TEN HD 48" `&&0.229" 4" 2" . z nLF- - MIN. 15/32" 32/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2 O.C. E'&Gtl�- ��6"! O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4" 0"'� OF -`ROOF EDGE). . I . 0. �, : I /-- -- -\I'. ��,ie , . 7 " 'T I. �. I 11 I : - ---.. - - w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED . . . . - , I I � --1 � F---- . 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", O'�' OF ROOF ED . . I . . . . l!"""I""' -I,,. . I . .1 I ! ,. . I . ;I . .. - . . � � . . . ' . . -1- -- '. I.- .,-.*.'� 1� 4... , * ::q . . . .. . � � 'i, ",i i: ; , , , ,, GE). " . j r-7,- I I I I -/-/"`-1 I F- I EPDXY 1 48" 1 24" I 3x3xO.229"I 4* 1 (UNBLOCKED) PANEL EDGE--, .. I ' . I k---- - � �, " I I . � .. 4' . :4 4 E (D I !:I -.��; � , � , t I . I i i��i,�1,1.� ,�4' .I . : A :,,.._,. . . . MAS N/A (TYPICAL) - , I I.-, A - I , :. .i �i",, � �,' : - I. .1 .L4 I �� I. U. � . . . A.... . I .0 t� , � � � � : I . . A. I I i . ING SP ., � i; - - I , .. [tq , �i"[� ,t`�,�" ,�..:,; . . - * .. . -�. 4 . .. . ECIFICATIONSe , � I � �j I 0. 1 . . - . .... I NOTES: . . . . �,, ,!�, " ''. ':.!�, " , I .. .. , .4',1C.. *-. -' 1111 �" , - 'A. 15ji- -� I I I .I i .I . � W L-1 - j .i , . -I, Y) WALL SHEATH . I . w . t .. " .�4'. . , .. I .I 0 . .. FLEXIBLE F MIN. 7/116", 24/16, APA RATED OSB OR PLYWOOD STRUCTURA SHEATHING, FASTENED wl,,Bid 0 6' O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM 90TTOM� ,PLATE JO UPPER TOP PLATE. - I I ' I 1 .� . I �.I I I 11 1 , I . I I L I I .. .. I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING. HARDI PANEL & BRICK. ALL OTHER WAL SHALL' BE CONSIDERED BRITTLE FINISH. I I 11 I I � I I I: �. 11 L 1-; .- I --.I--I : 'i i �,� . . . L ' lill,� I - - , 1; REAKS AND KING STUDS. - SUPPORT IS 6" O.C. MAX.-*""- - ROOF < Uj STUCCO FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0�6*-O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM 'BOTTOM 0-�ATL;TO UPP I , � . � (LION) TRUSSES, OR L I . I � 1 . : I , I �!�::, L, I , � MASONRY SPECIFICAnONSo 1. � 'h:,,.j � � . I I . I ,� I I '.,, I � I i-�,SiNi I I , MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION � FLOOR JOISTS. I I , NLE '' ' � (a L -05, AND SHALL BE CONSTRUCTED IN . . 1:,;w 0 I MASONRY HAS BEEN DIGNED IN ACCORDANCE WITH ACI 530 ACCORD�Nc(:..,Wl-f�,i,AC]330.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF I I I - " PLATE WASHER, A YXYX�'/," W/ 11/,"O ROUND ,�4 " ! 'I. � I I 3. AS AN ALTERNATE TO THE 3"X3"X)14 _ . . � I TE SIZE OF % PLACED AT AN' ';8" TO�lin sLump. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYP M"'*t,A,' 1, % � I , 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGA � I . E N ,� �� t 0�I�"!Ljo BRICK VENEER. .11 ,I, - I i CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. �, I . � ;� - .1 �, I r � 11 STEEL WASHER MAY BE USED. . � I ' %*"'N -%\R 1. I -1. � I I..I 1;--1 "111.1 : 1--1 .�I I � I 'WALL SECTIONS r3 I SOLE PLATE ANCHOR DETAILaSCHEDULE ' r4 OOF AND FLOOR SHEATHING NAILING I ! I ,ri*,"i T,Y-P�' i I 1� il I i I I �111 I 1� V!!� ! " i it-opt I I I CONCRETE MASONRY UNITS (CMUL � I .. I � �-1 1 - . I �'' � 111� � � 4 1 � SCALE: 3/4.* = . I � .0 VO-0,/ SCALE: 3/4" = 1*-O* . I � '' , I , I CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU). TYPE 1, GRADE N-1. NORMALJWIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL I , . � I � t I \zj 1 1%ftwoll _ . � .,� , I I I 4 I I . w I REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OP MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-O". � I I . U I 11 , I - - - . I � . �. . .- -`4 � . I I I . z I MASONRY STEMWALLS:- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE IN-1 HOLLOW CONCRETLE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING-BONDS,,STACK BOND SHALL NOT,BE - � .� I - 1 0 -CtPLItE§ IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR4ALLS SHALL BE�REINFORCED FULL HEIGHT . � � '�'' .., �. I 1 V2* 11/20 1 1 1 1 - OF REINFORCING AT INTERSEC �i .,�. .I �� . I . -I ' (3) ROW OF 10d USED. GROUT ALL CELLS CONTAINING VER11CAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROU I , 11 � � 1, . . I ,� . I ."1 11 IIIIIIIIIIIIIIIIIIIIIIIIII F� < WITH - #4 0 4'-O- O.C. MAX AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY TIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR I . t I I I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL RE1NF: SHALL BE INCREASED AS NOTED.,ON � .. 1 2 PLY III I NAILS 0 8" O.C.-\ . . n I �'li��---1. - I . , I � I . � . STAGGERED 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE-A MINfMU` ---br-t-'�----,4�--,�.-'----,,-,- ., -Ii,,*;�4. � 0 .. ,,� �I : I - . � �, I BEAM. a ;;I a 2x4 BLOCKING I I SIMPSON - N I �� --I- 0 I I I ' 1 !� . ! 3 PLY BEAM. C4 C-4 . I I I I � SDWC15600--�'N' ' , . . IN 024" O.C. FASTEN CLAY MASON Y (BRICK)* I ; . � � : � . BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216. OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. ( I . ��I I � � . SEE ROOF,�- ��::i� I I,1. -I- -1 0 2x4 MEMBERS: -- 0 Di < Uj � I . I . 1, � . I I . 1, : I�I ,.;: FRAMING ' I -- - * (1) ROW OF 1 Od 0 0 TOENAILS j i- . I . .1. : I ,;:,� �Ii '': ,�: - :;,:, : PLAN FOR EXTEND SHEATHING VERT. I I NAILS 0 4" O.C. . I CONCRETE SPECIFICATION& � � ,� I I �', L \ (4) ROWS 12d a - I V) � I I 1. ,� : - ,:. DETAILS TO TOP OF TRUSS AS SHOWN. .-, 0 III, � I � � ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 F$1 -AT 26,DAYS . %--- AT 12" O.C. a 0 0 , I 1. . I- I 1, . 11 : ,. PROVIDE 2x4 BLOCKING � � 2x6 MEMBERS- f as CONCRETE AT PRESSIVE STRENGTH OF 3000 PSI. ' - I - � I --.1 EA. SIDE. ` I .1 fill I � 1.''�i � �,� .1 I�: J�": ,�i� ,�4 I 1. � a * (2) Od STUD B , � .� i " I I �. 1. . I . -�, 11 i AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE ROW OF 1 ELOW [iiiiiiiiiiiiiiiiiiiiii :D I .1,il - � .1 . � � 11 _Lj.Ilii_L -1. I� . � a if: I I I � ,; � . .1 1. GENERAL NOTESs � �, "I� i,�, (3) ROWS 12d -:�z --,- -L-4--j- 4-10d �� I i I 11� ��' - I I � - NAILS 0 4" O.C. LOWER TOP- 4 . - 1!,� I. 1�, . : SPECIFICATIONS BELOW. I I I - .,-.i. . -1 �, .- I . I � �, � I AT 12" O.C. OVER LAP DOUBLE ]a\-COMMONS : - , -- ; ,,,� " � I HEEL ;o j 1'-0" STAGGERED ;, 1.' 'i ,;! �� ; I PLATE AT BREAK - FOuNDI&TIONS& ; I I. I : . I." . � � i I . EA. SIDE. TOP PLATES 1! I �,, � � PRE-ENGINEERED WOOD < I TI ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT 19 RE�OMMENDED TO VERIFY SUITABLE C� G , � 2 & 3 PLY BEAMS WALL INTERSEC11ON ' I CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, 1,Nt E�NIGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY), SOILS. SOIL COMPACI.ION AND FILL . RIPPED Tol IT- W POSI CONDITIONS . I''� , ;I"" ..;i� 't ,! OF CORNER SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM 0 1557. .1 f.,,�:�',,',,�!�, 2 � � - I ''.. I t : 0 0 W " L :� � r 1 WITH GAP SH WN � I � � I I 1. ! . 11 ��: �. 11 ,,. I 0; I I ! I a 1� 1�,I,I�-,!I I I 1 - r� .�- 2 I .C. I I ! � � 4 i I I I . 'EMI3EPS,. STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOO NG DIME ONS AND10CATION FROM T14E � � .'' � W LY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL Tl Hsi . I I .i 0 'I - , I �. 11 j� 11 - (3)ROWS OF 5" (3)ROWS OF 6-Y4 I OWN 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.IOR"LOCATION IS NOT � - :,� . 'SIMPSON .� � I*P,) a It TRUSSLOK TRUSSLOK I z � ., ,t - ! I . . . I � , - I : I � -��l - It DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) '.� .� � :' ' ;,:)�*� I ;� � ,-� �; ''I i I 1. ,1 1 - ENGINEERED WOOD ENGINEERED WOOD Iiiiiiiiiiiiiiim 4 1 � ,,�.� !�)F,'�!, �i jl�i . I I . I I I. � SEE ROOF -t lt� FASTENERS 0 24*o.c FASTENERS 0 24"o.c - 4 - co ' �' UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN F06iiNGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE :#,'5:;t 48"'O.C. OR ROD CHAIRS' FRAMING :�� AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING�CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES - � SIMPSON IN REINFORCING, INHERE PERMITTED, SHALL BE 48 PLAN FOR � � CORNER WALL INTERSECT10N I . I I � I .1 I . I I F I I I ., BAR DIAMETERS I i"'I �, � 1, � �� DETAILS �! SDWC1 5600 COND111ONS CONDITIONS I . I I � I I I . .11, I � . . SHEATHING MAY SEE ROOF IIIIIIIIIIIIIIIIIIIIIIII :E I � � I I � p .. I I I TERMINATE AT SIMPSON_/ I I � . I I .1 SIMPSON \- 3-PLY CONCRETE SLABS ON GRADEo . 11 ; . I FRAMING 4-PLY NOTES* i , ' ' - � .I . � , SDWC1 566o TOP OF DBL. SDWC1 5600 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS : SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALM,OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT�FOR PREVENTION OF SUBTERRANEAN ' TOP PLATE. SEE N OTE 1 0 0 I TERMITES. SAWCUTSm 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 l��.,:� , �SEE, NOTE: 1 DETAILS 14m LVL AND GREATER 2. *-- DENOTES 3"xO.131" GUN NAILS 0 6* O.C. VERTICAL q ,.�ef I I - i,:,,�, �,11 4 I I � I ... 1. : I . I 11 .1 I i TYPICAL CONNEC11ON 3. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE i I : WOOD FRAMING SPECIFICATION& I I 'i , - I 5" <i HEEL < V-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED U I I . H EEL < 51 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) 17014" WOOD "CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR I I i : JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 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: ': OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD S WC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T"MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY \,. .ii.iiiiL"i`I"""i`I"i"`i�I` PRE-ENGINEERED WOOD TRUSSESs . AT TOP PLATE TO STU , SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND �� ---* . SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA. TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ` r7 -X I INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNEC11ONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACINGPER 'COMMENTARY' AND -� � "`*� ' ' r5 ROOF I TRU. S CONNECTION too`is BUILT-UP MEMBER FASTENING NTERSECTIONS STUDS CONFIGURATIONS . 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 : I I . I : I fli: i; � .I . � I � I I TE FROM EA. OTHER. 1, I n: I \��-o *1 I .1 \Z.10/ I SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLA I . 11 11 INZY �! KING STUD TO TOP PLATE: TRUSSTO PLATE: DESIGN 1� i I . I ,-� I C I I .1�11 �, ;. 11 i I . ROOF COVERING SPECIFICATIONS& .; I I I'' I � I !-�l ; i SDWC15600 SCREW. ASTENING: SDWC SCREW I t I I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY . i 1. � �. NOT REQUIRED AT GABLE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: . ! , ! SEE CPJTEPJA 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 COMPLY NTH ASTM El 514 AND BE INSTALLED 1, � : - ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED I - I � - i , ., . I : . ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL METAL FLASHING AND VALLEY MATERIALS. 1� '� , ' 'MAN 4*-6" FOR GABLE ENDS. :�, 1! I . ; I I ! . i�l I I i I KING STUQ.' TO TOP PLATE: I - I - I , I I . - AND - , � 1 . I I � NOT REQUIRED AT GABLE- ASTENING: - I " 1'. �:i- I . ��", � : I I ! lo: � . 1 WATERPROOFINGe . I , � I . I I / I SEE DETAIL AT RIGHT. NOT REQUIRED I t I 2 - a � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGNI/INSTALLATIONI OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. - . I I I I .:,� ,T�AN 4p-6"1.:'. I k � I I � I IXM I I ... � � . -" o' . �, .Ili ,�,! I ,. I - I (...) % i, I I " - .13 ! A - IATIONS KING & JACK F . I�- : COMW TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTL"'E" "/;: LINTEL SCHD PLAN LEGEND AND ' 8`12IREVI OFFICE -- 0""" ' I 1� STUDSSEE ,PLAN- � ! I �� KING & JACK_/ I . i FSffWC SCREW 0- NOTES CONNECTION I 11 ,I i � :.11 ;. 24* 0.C. I . , MEMBERS FASTENER INTERIOR LOAD BEARING WALL ! I"I I I� 11� . ,�4 , � TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN X BUILT-UP POST IN THE WALL !I �li i :1 � ... % % (2)12d TOE HEAD �LR SILL . . J-41i DO NOT SCALE DIMENSIONS FROM . I � I I . 1 . I t 11, � , ..1) TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. I .I-, I I I '. " I I I � � .1 j N A]LS E.E. -*- 11illilimift A THESE DRAWINGS.IF A DIMENSION 15 , L31/2 01/2 x . , ;:* � 1 : �- :4w C-0i" GABLE X-BRACE, SEE DETAIL 10/S0.1 HEAD QR SILL 4 . ::� I 11 --(MIN) SCHEDULE .1 1. L;�A I 2XIS WALL UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS - L401/2 Y/4 61' 1 8#-Om 1-16-1/2 HEADER SIZE, JACK AND KING STUD I -L t ION ARCHITECTURAL DRAWINGS OR , . 'G. SEE ARCH SCHEDULE CONTACT THE E.O.R. I I , . I , THE r . QUANTITY. � I ROUGH OPN DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS .1 ,1! 11 , DESIGNATES SHEARWALL -, . I . HEAD OR SILL KING STUD TO FRAMING BELOW- - ! BP# -37 L .I-i., - , " 1 69# 1 V-10" HIDDEN UNE DESIGNATES SIDE OF ; , , � � ,. , .I 1 ,, , 1, I . : ' �- L 5 x 3'/2*XV4 � . I ,, I I \ . REW M 8 I � I I . I I I �. - 7 - / / ;, I�11� I . LING: .. 1, I I . 1: � .:, - I -,----- , . I . � - � .1 I ", I I ! I I I I I 11 TUD TO BOTTQM PLATE - CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS " DESIGNATES 8d COMMONS 0 3* ` I KING S ATTACHMENT CAN BE INTERIOR OR I SIGNED r . � 600 16'-O 1 1 I m T7 -) RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- 1 �",!� f"! 1.� WALL THE SHEARWALL SHEATHING ': : I . .� 1 . I PLATES SEE CS18 STRAP w/6-10dx1r � ROUGH OPN'G, SEE ARCH C SC . I : 1, I I i . � i l� . I SIN �� i � 11 . I . DATE 1-60/2`Y/4 i 1 600 12'-O" NAI E APPLIED. Bid 0 3/6 ! � : ;� I SCHEDULE NAILS EACH END. STRAP - . I LAN NAME - L7x3'/2"X 1/4 1 1 1 SdO32-6* I O.C. EDGE & 6* O.C. *IN THE CONNECTON: IMPSON � I ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. . .- . � r CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS - FIELD" SDWC1 5600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ - . V DESIGN/DRAWN/CHECKED - 1. STEEL LINTELS TO BE MINIMAL 36" 1 1 PLATE TO HEADER: CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION,. , . - ! CS MK /LAP - BRICK SPECIFIED. NOT REQUIRED AT .- . -'11,"""� - / RESISTANT COATING OF EPDXY;bAS'ED' - VENEER GABLE ENDS OR 2-STO�I Y - I JACK TRUSSES LESS I -F : SHEARWALL'HOLD�DOWN IS--� FOLLOWING: GABLE ENDS OR (2-16d) 3-GUN NAILS MANUF - Manufacture I THAN S' OR OPENINGS LESS .I . 11 I DATE TOE NAIL PAINT. � . 24" 0.C. .1 � WEATHER MONO - Monolithic I I WALLS I THAN 3'-6w .1 I I 2X4 WALL TOE NAIL (3-8d) 3-GUN NAILS - - - I . I �'i p I III ... I-- --L ., 11 II 06.22.16 RAFTER TO PLATE - f "'i, BARRIER BRG - BEARING OC - On Center ; , -- -- HEADER FASTENING SECTION 1 2. LINTEL MORE THAN 8'-O". SHOULD I . ! JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO NRY UNIT OSB - Oriented Strand Board 1� I i r, SCALE - I - -w I w DBL - DOUBLE PERP - Perpendicular A I I A I 1 114 A I i i I /11--tz, - AS NOTED RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. DIA - DIAMETER PRE ENG - Pre Engineered I , . .. . 4 -, .. : . . .. � , , . . i - i SCREWS INTO HEADER PROVIDE A '/2" LINTEL PSF - Pounds per Square Foot ' '� 11 ... %...It,.#.�.` Ii. '. .1.4,&.- -141.1 .."�.4.1'.. ... . I I --r- CS1 8 STRAP W/6-1 ODX1)!r UE LPA No. . CONT. HEADER, TWO PIECES O 16" O.C. 0 EDGE I I . .�, .1 ": I . .;�'.. .. .*. . -*_ :..� - .. - �- - - 1,111"I =�� 11 I I % I VERTICAL SLOTTED HOL PSI - Pounds per Square Inch I . . . .. 4. . - .,j :. - , NAILS EACH END. STRAP ATTACHM N BE .1 1' � ; - CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS � 11� I . I I I I I 0 STUD OR 2X10 11 11 11 INTERIOR OR EXTERIOR SIDE OF I � . . * . 0 . 1 ; , SEE NOTE 2 EOR - ENGINEER OF RECORD . PT -: PRESSURE TREATED ! I - ""`N",,,Ii I )I TOLL-16-00159 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT-� , k I OT ��r! )uick Tier I . . � SOLE PLATE CONNECTOR L TE ANCHOR STRAPPING NOT REQUIRED_,Z q - BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FO I I CONTROL No. HORIZONTAL TIES 0 24* O.C., VERT. EXT - EXTERIOR REINF - Reinforce / PER SCHEDULE W/8-10d COMMONS GABLE ENDS OR JUN 2 9 2016 I FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot ' LOCATED,WITHIN 6- OFj RS JACK TRUSSES LESS i ]]I 3443 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL @ 81, TIES 0 12" O.C.. (FOR 110mph HEADER - STUD PACK. OMIT IF SHEARWALL' -�L AL . WND-ZONE VERT. TIES 0 16"-0 d�--� � � SEE PLA� BRICK LINTEL, FDN - FOUNDATION ,.I,. SPF .' Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY I THAN 8' OR OPENINGS LESS Ma - �/ I SHEET SYP ,- Southern'Yellow Pine r THAN 3'-6w NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIE94*THIN I ' . , I (STACKED WND I 3"xO.131"O = GUN NAILS 2*xO.113*0 = RINK SHANK 12* OF OPENINGS. PROVIDE3/je"O WEEP TI THRU -- Through . lr**8'� TYPICAL HEAD (UNSTAC N -- I 2"xO.113"0 = 6d 2'/2"xO.131-0 = 8d HOLES 0 33" D.C. IMMEDIATELY,ABOVE , SEC11ON MEW I TYP - Typical ER STRAPPING � 1 �, 1 � HORIZ - HORIZONTAL . UON -,r Unless Otherwise Noted I IS000 1. , I : . 4� YxO.148"O = 10d 3'/,"xO.162m0 = 16d FLASHING. � � 11 I � OF BRICK LINTEL i ,VERT'-- Vertical I VSQ-Oj. I I.,, �I. . . . � I � I ,�01�� . 1, �� ' " ' , , ,�i . ' --- %-104 L 'r 51k GIiJIIL11A1 N '0 3" ---- I -I- -- �� -0 F7mM 127 m mm , \\ /� I 11 rAR -4"' cl T --' ), EADER 0 RAI S � PTI N �,��i"i"""""""i"i� efm�� SEE "I a I Tt rrF- -��-� _ \ 4a,- " 4_,* _ -1 I , I - , '"' ' " 1 I" "" - // II-S D SIZ� - k .C. PACING. N, A � -..+. ...., I 0 tc . - I ' I T i \i -L I --- 2 DBL- -CSEE 5/S G ,*...�� PLATE I . q j i I I I � r I : _ T T I VG _ Y _ _ S. _ . . I . j _, 5EE DE . * . . .,.*. . . .* I . F ;I . . ON S1. Oj' I---t. "'.10 _ / ____1 F----j - -7 -1 - - #E I . -. I , ,_, , -41.--- ` I * , I , I I " , , I I - -�--.. I - - I - . .! .....,.. � Ll----� rAT 4�� - I r/ z 'i I - - 11/2%0.148"O = 10dx11/2" 11/2"xO.131*0 = 8dxll/2* 1%%�.� I I. I WWF - Welded Wire Fabric I I 10. 1. I I li" � \--iiiii.ii.i.i.ii.iiii2��iI`IIIIIII"""i""�� I � . � . . I I I , I . . I . � 1 I ! . . . I I I ; , 11 � . � � . . I . � ! I � I . . � � . � 11 I I . . I 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. FASTENED TO TOP- WALL SHEATHING � PLATE w/ 10d 03- O.0 8d COMMON WIRE NAILS N, 2x4 BLOCKING BETWEEN EA. TRUSS. 390 O.C. ATTACH AT EACH WALL STUD W/ 3-16 TO BLOCKING 0 7-NAILS AT EA. FRAMING INTERSECTION. 6 -16d BETWEEN EACH TRUSS) (MIN. OF 6 MAX BLOCKING ONLY REQUIRED DBL. TOP NOTCH HEADER - -BELOW TOP PLATE L PLATE 4 AT SHEARWALLS AND STUCCO FINISH Lou Pontigo and 5-8d COM RCH SHEATHING, 4. HEADER Associates, Inc. EACH SIDE S E SPECIFICATIONS PORCH EK 16d COMMONS OF SPLICE 16d COMMONS'� 2x4 SYP#2 HORIZ. BRACING 0 BELOW HEADER, 8-GUN NAILS----1 0 8" 0.C. SHEATHING SPLICE 0 8" O.C., SEEPLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 24* O.C. BETWEEN OUTER WALL- HEADER & SUPPORT PORCH PARALL FULL HEIGHT DETAIL 8 Jax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL _1V 1�\ PORCH POST, PER PLAN. _(2)MSTA24 CONT. RIBBON CONT. RIBBONr 8d COM 0 EACH END w/ 3-0.13lxY NAILS TO WALL I STRAPS ANCHOR OR DTT2Z Ph.242-0908 Fax.241-9557 PERPENDICULAR [ -+f\\ MIN. (2)2x4 WOOD BOARD (TYP) BOARD (TYP) 3" O.C. (TYIP) TO WALL HOLD DOWN AT BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 A+L- BASE OF POST FEACH SIDE FLOOR TO PORCHHEADER. WALL OP110N A FLOOR FLOOR OF SPLICE TRUSS SHEATHING 24" 16 GUAGE POST BASE: OR OR JOIST. 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING TRUSSES TRUSSES JOIST. SHEATHING SPLICE DIAGONAL 10dxlh" EA. END BE-OW STRAP W/11- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING FASTEN EA. l0dxl)j" EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE WER DOUBLE TOP PLATE /5-10d NAILS 8d COMMON WIRE NAILS ENDw/ PLATE w �4` OSB or PLYWOOD 3 PORCH. CONTINUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3* O.C.--" NCID,..\,NC -110d COMMONS PORCH HEADER, SLAB 4;tQ * % RIM BOARD Y47 6" HEADER NAILS INTO BEAM. SPACE SHORTER THAN SEE PLAN 4 44� MAX L 11 0 48" O.C. OMIT IF WALL ITS16 No FLOOR SYSTEM. ALIGN CEILING WALL FRAMING--// WALL FRAMING-/ WALL FRAMING STRAPS R SHEATHING IS INSTALLED . 7 VERTICAL JOINTS WITH LINE 24 %" ROOF TRUSS 11rq STRAPS EPDXIED 6" ON FACE OF BEAM WALL SHEATHING OR JOIST SHEATHING SPLICE FOR PERPENDICULAR JOINTS INSTALL FLOOR TO PLAN MEW OF ELEVATION MEW OF FLOOR STRAPPING T "WrjE TRUSS CONNECTION :D PER BLOCKING ONLY REQUIRE 5-8d COM SEE DETAIL B ABOVE TION 1 OR 2 PORCH HEADER 4 8-GUN op AT SHEARWALLS AND CONTINUOUS 2x6 S' PORCH HEADER YP#2 NAILS A R' AT POST AT POST % STUCCO FINISH EACH SIDE 2 1 11 j OF SPLICE FULL HEIGHT LEDGER FASTEN cp,nON 1 -Tl ON 2 ANCHOR OR DTT2Z __J�_ 5-0.13lx3" EA. STUD. OVER LAP SHEATHING APA!,RIM BOARD OP11ON FLOOR TRUSS P :L POR04 SHEaTHIN,. SeECInCATIONSm HOLD DOWN AT MIN. (2)2x4 WOOD 1/2"1 GYPSUM (WATEk PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS N OTE 1: OR 013110N 8 TO PORCH HEADER. Christopher ) Sabourin PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) "6SB OR PLYWOOD, wl 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD DETAIL A 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED�RODS ARE INSTALLED FL PE#71461 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS r3`\TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION 2� TYPICAL PORCH FRAMING DETAILS SEE CONSTRUCTION SPECIFICATIONS FOR ROOF "SIONS DATiNA I\.�O rs��SO_V AND WALL SHEATHING AND STUD FRAMING. P ARCHITECTURAL 05.10.161 REVISION SEE DETAIL 5/SO.l FOR DIAPHRAGM ATTACHMENT\\ WHERE APPLICABLE IF TRUSS REAC11ON EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF- BOT. CHORD w/ 0.1310' 0 3" O.C. 2-SIMPSON H2.5T. �FIELD ALTERATUN 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF B B ,,,----ROOF TRUSS. TRUSS--\ tt-----------t ---------- CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP-- SDWC 15600 ----------- --- ------ PONTIGO a ASSOCIATES PRIOR TO PLATE w/ 4-0.1310" SHEATHING FASTENED TO 0 32" O.C. COMMON. MAX. TOP PLATE w/ 1 Od 0 3" O.C. SCREWS U A N -4 FROM THE INTENT OF THE ORIGINAL SHEARWAL L A J7_ SYP#2 CONT. ATTACH irr MAX. OSB WALL FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH END W/ BEING APPROVED BY LOU PONTK30& 3-0.13lx3" COMMON TOE NAILS TOP PLATE AND TRUSS SHEATHING 1�@ ASSOCIATES MAY RESULT IN w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ SHEARWALL OR SHEARWALL-/ S QJ EXTERIOR WALL 8do3' SW 8d P�RFQ TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE ALTERNATE A ALTERNATE B ALTERNATE C A TERNATE G TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT POST BELOW WITH 2-CS16 UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS161 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED /6: (2) CS18 STRAPS ANCHORS ARE NOT USED 7/ 1 Od 04"O.C. SW 8dO3/6: (2) CS18 STRAPS OSB DIAPHRAGM FASTEN z ROOF FLOOR DECK-\ FLOOR TRUSS. TRUSS. END STUDS TO IFOWDATION (1)- 00 SMOS M FOUNDATION TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS -2:S _!�W 8dO3/6: H175 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNEC11ON 0 3" O.C. FASTEN TO TOP LEDGER FASTENED W 8dO3/6: HTT5 OR HDU5 0 PLATE w/ (2) ROWS 7/11; SB TRUSS WEBS WTR-- U CONNECTION CONNECTION PLATE ANCHORS SOLE PLATE ANCHORS w/3-0.1310" OF 8d 0 3" 0.C. BLOCKING UPLIFT CONNECTOR UPLIFT CONNECTOR aw SHEARWALL NOTES: 'YE E SCH DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O EL .4 i 1A. i CALL OUT CALL OUT OOR COMMON. 1. AT ROOF TRUSS,- 2x4 SPF ---- �,�AMING CONTRACTOR MAY SYP#2 2x4 NAILER FASTENED ALL AROUND To TRUSS BOT. CHORD w/ CHOOSE A,B,C,D, OR G. 111.` PROVIDE A6"�;OSB SHEA ING WITH 8d COMMONS 0 Y O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12 PROVIDE 2x'BLOCKING AT LL PANEL EDGES. (2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6* O.C. O.C. FASTENED TO TOP C (1)MSTA24 STRAPS C (2)CS16 STRAPS INTERIOR 2. USE ALTERNATE A. w/ 4-0.131 x3" 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 PLAN D FULL HGT THREADED ROD SEE PLAN SHEARWALL. PLATE Sw- �i44-:1,1, COMMON. ENDING BETWEEN ROOF 'END POS� i%"FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEARWALL OR 5-��4d NAILS TRUSSES. EXTERIOR WALL (TY01CAL) S��TO ROOF OR FLOOR TRUSSES PER 5/SO.l 3. FASTEN ALL IN ALTERNATE Q ALTERNATLE 3. USE ALTERNATE ALTERNATE F Uj E & F FOR FLOOR 4. INSTALL INTERIOR FOOT] G BELOW SHEARWALL PER DETAILS ON S1.0 TRUSS ATTACHMENT U LL TYP DER TIE DOWN z r5� SHEARWALL ATTACHMENT AT ROOF Et FLOOR le6 ICALS EARWALL ELEVATION WHEN 7 HEA V0.1 PROVIDE S'OLID.BLCCKING WITHIN FLOOR SYSTEM AT SW END POSTS. IS DETAIL ONLY APPLIES WHEN NOTED ON PLAN C�, F \12 Uj Tor 8d COMMON NAILS 4-12d: MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. ...... L2x4 SYP#2 OUTILOOKERS SINGLE aRACING NOTES AND SPECIFICATIONS ROOF NAILS (TY 3.) AT 3" O.C.(TYP) TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXIEPT 2x4 BLOCKING. FASTEN j - FOR T-BRACE SHALL BE lx4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING COMMONS (4) TRUSSES APPLIED-\ THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. Uj 0 Z 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSS)r ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO 101 WHERE NOTED ON TRUSS MFR. SHOP SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER BRACE FRONT SIDE OF WEBS. 1.1 DRAWINGS. THE CONTRACTOR SHALL NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE lx4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE I TO I I BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 1.1 BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. w PERPENDICULAR TO TRUSS BOTTOM "��5_ 1. ; � 0". A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE TH CHORDS AND ATTACHED TO EACH ALE TO BOTH H3 ABOVE LESS THAN 4'-0* FASTEN w/lOd COMMONS SAME SIZE, SPECIES, 1-1 TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 Q& CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH I I GABLE END WALLS PROVIDE DIAGONALS VERTICAL VER11CAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER V 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB REAC11ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING /-GABLE BRACE. FASTEN EACH 101 AT END WALLS PROVIDE DIAGONALS TO BE BRACED. AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND 0 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"OW SDS SCREWS END W/ 3-10d TOENAILS LOCATION. E MORE THAN (1) L I I (APPROXIMATELY 457.) TO THE I! q'� . ATERAL/ ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.13lx3* 2346-3125 2xl2 w/ 8-1/4"04" SDS SCREWS BRACE IS NEEDED. OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACANG BLOCK TO DBL TOP U AS SHOWN. 1251-1540 2xlO w/ 10-0.1310" PILT W/ TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.13lx3* 2-H2.5T CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO FROM BOT. CHORD OF TRUSS DM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ji INA 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. �LlOdj LSTA12 0 48" O.C. Q& DBL TOP PILT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM- CHORD OF EA. TRUSS. commbNs IN\---TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL SDWC15600 0 36" O.C. OMIT IF LEDGER CONNECTION /,0i iDECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING (V**Mw�84 WHEN 8 S TO LEDGER CONNECTION BY TRUSS 0 -0" FRAMING §6� . iUSE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NO S:;' S CE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4* 1' NEER. NOT SHOWN FOR CLARITY TE :1. MIN 2 PLY STUD MIN 2 PLY STUD 2. 'LL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS PLAN FULL HEIGHT WASHER 1XI MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM X� ANCHORING SPECIFICATIONS (I)MSTA24 STRAPS STUD L!j FASTEN w/12- FASTEN w/12- @ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN 0.1310" GUN NAILS FASTEN w/18-10d\ FOLD OVER TOP PLATE (2)MTS12 ANCHORING SYSTEM: THE THREADED ROD ANCHORING SIMPSON HTT5 OR FULL HT. NAILS DOUBLE. / : 1- SOLE ANCHOR SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/l 8-1 Od HDU5. FASTEN-\N (2)M TS1 2 11 11 11 0 FU LL H T. TOP PLAtE.,___�� RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-1 Od COMONS PLATE ANCHOR FOUNDA11ON AND TO THE UPPERMOST PLATE AT THE DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE j 0 NOT SCALE DIMENSIONS FROM SEE PLAN THESE DRAWINGS.IF A DIMENSION IS WALL STUD FASTEN WTH A NUT AND ALLOW AT LEAST 3 XlX" UNCLEAR PEFER TO THE PLATE TOP PLATE, PROVIDE A 2% 2*x X* STEEL WASHER. W/8 Y4$* SDS SCREWS ARCHITECTURAL DRAWINGS OR 0 OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT SIMPSON FULL HEIGHT I (2)H2.5T \-(2)H2.5T MINIMUM 2 PLY LTT20B THREADED ROD ROD " * a s FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, STUD MINIMUM MINIMUM THREADED ROD WITHIN 6" OF ROD THE EPDXIED AT 2ND STORY j ELEVATION 2 PLY-\ 4" WN OR GIRDER (SEE PLAN) 2 PLY- PLAN NAME PROVIDE A HOLE IN THE PLATE 9" LARGER THAN SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE TURN 11TEN HD AT 2ND STORY THREADED D SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS /-COUPLER TIGHT STUD ROD EPDXIED )�x6* TITEN HD STU STUDS PROVIDE STONEBROOK CLASSIC STUDS PROVIDE (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 00 THREADED ROD 2 CS1 8 STRAPS STEEL COUPLER AGAINST PLATE 1 CS18 STRAPS 7.5" MIN DESIGN/DRAWN/CHECKED WHERE ONE CON11NUOUS ROD IS UNFEASIBLE. THE EPDXIED 4" MIN OR AT BASE OF STUDS (OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALUD APPROXIMATELY CENTERED SIMPSON-TITEN HD ROD COUPLER- AT BASE OF STUDS -do, II(FLOOR TO FL22R)JI ANCHOR (FLOOR TO FLOOR) XV 11TEN HD -Or- CS / MK /LAP AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (;Y�-4W') AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PL0 DATE THE NUT AOM IM UPPERMOST PLATE SHALL K STUD ROD = D172Z FULL HEIGHT ANCHOR INSTALLATION CHART SEOAM OVER 1HIE W&SHER TO A WIG-TWT SIMPSON DTT2Z ROD = H`TT5 06.22.16 FLO�R CONWM PLUS CIK-HALF TM Of A STMIDARD //-W/8- Y4"Xl)C HTT5 SCALE FRAMING WRENCH (APPROMMATELY 30 FT.-M OF MROLIE� SDS SCREWS BUILT-UP POST,- BUILT-UP POST,- SEE PLAN. SEE PLAN. AS NOTED THREADED DIM TO SHRINKAGE AND COMPRESSM OF KMMO FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS 94ALL RE-11OHTEN MT 70 30 LPA No. THREADED ROD-- FOUNDATION. HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TORME AFTSt ALL TRADIIES ARE SEE PLAN COkVLETE AND PRIOR TO WSMAIM -16-00159 PER PLAN. 3/8 1400 14"o 2x2xl/g�* 4" 4" 2" 3" TOLL m 31 No V4 EMBEDMENT 5/8 X00 3x3x 7.5" 12" 2_X 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTI2M CONTROL No. DRILLED & EPDXY ANCHORED. SEE INSTALLATION OPTION 1 OPTION 2 DEPTH ALTERNATE FOR ALTERNATE FOR MONO �STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3443 FULL HEIGHT TR C'*> FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD CONVENTIONAL SHEET WALL SECTION THREADED ROD INS N. 'e"HART 3%811 FULL HEIGHT ROD ALTERNATE s\ H /0'13 A-rTACHMENT' OLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER BEAM STRAPPING r12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM LL HEIGHT THREADED ROD =3=23=03= P 17 E C OD 0 2x x TTO V C w� 2)1 U ft OS B/1 76�aK I N FU S001 THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN V0.1 ALTERNATE S DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE .. . . . . . . . . . TOP PLATE ALWAYS PLACE . . . . . . . HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH A OPENING OPENING GARAGE %"0 THREADED ROD . . .. . . . . . . . . . . . . . . HEADER . . . . . . . . . . . . . . . . . . /�x3x 4" PLATE . .. . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . T4 FULL HEIGHT ALWAYS PLACE GOAL P . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . THREADED ROD---�,, OST. FASTEN TO STUD HEADER AT PACK,'-WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . . (ONE IN SIDE . . . . . . . Lou Pontigo and 1 V2 TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . WALL) MAX ,OX2)20ga STRAPS I OPENING I FIEXTEND HEADER TO MLAULR TO JACK ATTACHIGARAGE DOOR THRU EXTEND HEADER TO IN;4 11 !UPRIGHT BUCK DIRECTLY INTO ... L FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS FAR SIDE OF WALL 6X6 ST AS SHOWN. HTT5 W/ -STUDI'-�PACK, PER GARAGE DOOR (2)2x6 —(2)2)6 SPF 2 AS SHOWN. 0 Jax. Beach, Florida 32250 (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS Ph.242-0908 Fax.241-9557 EPDXIED 6 N66 4'-Omx4'-O" PIECE OFWALL AND (1) 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER #8344 SC:CA#3579 KING.\ SHEATING INSTALL AT UPPER HTT5 w/ HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (-MIMED AS DETAIL A (2)2x STUD CORNERN." THREADED ROD ON EXTERIOR STUD (TRIMED AS DETAIL All THREADED ROD AND SHOWN) /lOXIED 12" EPDXIED 12" T> 0 SHOWN) -fifir'n . K NG. P.T. SOLE PLATE-.,, T FAS"tN S I HEATING T, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS 00 GARAGE SOLE PLATE HTT5 w/ HTT5 w/ O.HEADER wl 8d COMMON QR GALV. BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING CE FLOOR IN 3' GRIDPATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SI LLS) TYP. �i:zj ANCHOR 99' THREADED ROD THREADEDROD EPDXIED 12" (STL DS, BLOCKING & SILLS) TYP. EPDXIED 12pt No. SOLE PLATE-/ 'WALL ... 77 ANCHOR .4 GARAGE WING SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ir I . " tL THICKENED SLAB EDGE A , 4. I I. ... T A A AT GARAGE OPENING. S AT X POST NTH ABU66 5y 40 Q�. ROD (OVERL ADDITIQNAL DOUBLE PLATE BETWEEN W/ 5/8" THREADED ROD 4�, WA EPDXIED 12" MIN. ILLE 1 'EMO�DM N 4.: NOTES: 6 ANb lEb It T 1. ALWAYS PLACE GARAGE HEADERAT. TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION 0/ Christopher J Sabourin P E FL PE#71461 V&GN GARAGE HEADER FRAMING 2 GARAGE PORT),kL WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12 �SIONS DA ARCHITECTURAL 05.10.16 SO.2 0 0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLANL DETAIL ONLY APPLIES WHEN NOTED ON PLAN REVISION FIELD ALTERATUN 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 ROOF SHEATHING PER 1-MTS12 STRAP CONSTRUCTION SP�C'C.� BEING APPROVED BY LOU PONTK30 8t ASSOCIATES MAY RESULT IN 0 EACH RAFTER ADDITIONAL ENGINEERING OR INSPECTION FEES. 10d COMMONS 1/2"x1O" S.S LAG BOIT 2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c w/3-#8x3)j" WOOD CONSTRUCTION SPECs SPLICE 2x6 x 4'-6" P.T. SYP NO.2 SCREWS 0 16-O.0 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF 2x6 SPF#2 RAFTERS 0 24*o.c TRUSS 0 24" O.C. ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4%6" SD SCREWS 0 16 ox�� LD 2x4 SYP#2 LEDGER 0'. U ARE' ENGINEERED W/2-#8x3V WZ� 1 :17 WOO 5-10d NAILS WOOD IAJ ,Q,,� - 2x SPF BLOCKING 99F,TRP5§�S�. SCREWS 0 16"O.0 ilk fi, BEA I ' L, N' PER, PL 2d� COMM RIPPED TO FIT Ilk- 6x6 POST SEE PLAN WIRE NAILS WITH GAP SHOWN (2)H2.5T t Uj 0.IV' O.C. 1-H2.5T 0 2x4 SPF#2 JOISTS N, 44 HORIZONITAL LEG ' STAGGERED SOFFIT, SEE EACH JOIST ALIGNED w/ RAFTERS 3-10d TOENAILS-/ ARCH. %"x8* LAG SCREW EACH SIDE RECESSED ARCHITECTURAL 4x4 DIAGONAL PP A$Ll BRACKET 1 x4 P.T. SYP TOP PLATE 1 4" WALL FRAMING %"xB* LAG SCREW FASCIA LU SEE PLAN RECESSED I\ SHEATHING MAY TERMINATE AT 4x4 VERTICAL z TOP OF DBL. TOP PLATE. ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL BE STAINLESS STEEL, RAFTER TAIL .DETAIL Uj SHED ROOF BRACKET DETAIL 1 =u I *lllll -1 S r6 r5 HED ROOF - BRACKET DETAIL 'I VS 0.2,/ 1%,�2 SCALE: 3/4" V-0m V) �2 SCALE: 3/4" 1'-0" LLJ z KING STUD TO Top P A=- 0 0 0 4 SDWC15600 SCREW. 0 0 0 4 0 STUD TO MID PLATEe 0 SDWC1 5600 SCREW. 0 0 32" O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC1 5600 SCREW. 4 1 SDWC15600 SCREW.—O 0 32n O.C. 0 320 O.C. STUDS TO TOP PLATE STUD TO 130T PLATE: SDWC1 5600 SCREW. BOT P Y4"x4X" L G SCREW 0 320 O.C. misc HEADER TO JA NTH ROUN WASHER I-MSTA24 AT EACH FL R TRUSS DA FIN/mMING --- ----------- - --------- DPTAILS WALL SHEATHING BOT PLATE To FRAMING ROT PLATE TO FRAMING 13ELOW CS180 32" O.C. CS1 8 l/7-1 Odxl)km BELOW CS180 320 O.C. STUD M SOT PLATEw EACH4END 0 48" ROT PLAIt'l-O TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 WOO SCREW. D.C. VRAP CAN BE INSTAILED EITHER x4X" LAG SCREW 0 320 O.C. WITH ROUND WASHER FACEvOF STUD CS18 w/7-10dx0j" DO NOT SCALE DIMENSIONS FROM ------------- ---------- 3MCZ33= AT EACH FLOOR TRUSS UNCLEAR REFER TO THE �E O.C. STRAP CAN BE ARCHITECTURAL DRAWINGS OR INSTALLED EITHER FACE OF STUD 8d t FLOOR FLOOR 0 -3* FLOOR PLAN NAME S—"/ TRL TRUSSE I SSES OR JOIST. OR JOIST. OR JOIST. STONEBROOK CLASSI TRUSSES--1 r DESIGN/DRAWN/CHECKED Hill OPTION EL BEAM SEE CS MK /LAP OPTION A STRAPPING OVERLAP PLAN DATE TRUSS OR BEAM PARALLEL TO WALL ABOVE SHEATHING OPTION C 06.22.16 VMEN 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL WALL STRAPPING OVER BEAM DROPPED BEAM SCALE VMEN 7 WALL STRAPPING DETAIL AS NOTED THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r,3ks-1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET FILE C S002 >.=ao Ac�% mam LT \lllllS H�EE Tllll3 OF 9 SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS I Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associ ates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 \;\0EAfd, No. 24 x24" MASONRY PIER 61 TO SUPPORT COLUMNS ABOVE. REINFORCE S TA FJ fl w/1-#5 1 N E A C 0 R N ER. ep 40 S1.01 f BUILD INTEGRALLY WITH \14� 110 STEM WALL (2 PLACES) Christopher ) Sabourin PE FL PE#71461 MONO FOOTING to RF-M-SIGINS DAT;)I TO STEMWALL w/ 2-#5x3O ARCHITECTURAL 05.10.16 DOWELS REVISION EPDXIED 6" MIN. 0 6 S1.01 IQS 1.0 1) PAVERS ^8 13 Y 0 TH S \,S1.0) "0 OL 8 S1.01 S1.01 rRELD ALTERAMIN % CONTRACTOR SHALL CONTACT LOU % 7 A PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY F2.0 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS,ANY FIELD ALTERNATIONS MADE PRIOR TO PAVERS BEING APPROVED BY LOU PONTIGO& I- to ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR BY OTHERS PROVIDE 2-#4x4 0 r NER CRACK BARS INSPECTION FEES. `�\_4" CONCRETE SLAB w/ AT SLAB MID-DEPTH. FIBERMESH @ 1.5 LBS/CU.YD. CO OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER 37-871 7 6 so 3 S1.01 IN PREPARED GRADE. 24 x24" MASONRY PIER TO SUPPORT COLUMNS ef2 0 7 K�3 U ABOVE. REINFORCE 6 T I S1.01 4< w/1-#5 IN EA CORNER. S1.01 S1.01 r BUILD INTEGRALLY WITH PROVIDE SAW CUTS PER Ljv 1 6 mt��101. _j STEM WALL (2 PLACES) 5/S1.01, BUILDER TO S1.01 COORDINATE WITH FINISH �S,.0) FLOOR MATERIAL. Uj H Bf SAwcu r PROVIDE 2-#4x4 P-0op _j CORNER CRACK BARS.-/ ri 0 AT SLAB MID-DEPTH. S1.01 S1.01 C-Y, 01 1 13: < In MONO FOOTING V) TO STEM WALL 4 w/ 2-#5x3O DOWELS EPDXIED 6"' MIN. J! r3 _j S1.01 11� ji, 1, _j co HB 3 S1.01 S1.01 0 j FOUNDATION PLAN �,q d ., DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR STONEBROOK CLASSI Ik PLAN NAME FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD C _fiON' PLAN DESIGN/DRAWN/CHECKED BOTTOM BARS UNDAT DEPTH WDTH LENGTH TYPE ALL EXTERIOR WALL 4.8" 0.C. 0, i$ 'SdALE: 1/4" 1`-0" 3-#5 EA. WAY BOT. _0" 29-0" 2P-Oss F2.0 UNLESS OTHER NOTED CS MK LAP DATE is-on 3-#5 EA. WAY BOT. 20-6" 2"-61* F2.5 SHEARWALLS 24" O.C. ill-on 30 '/6-) 06.22.16 3-#5 EA. WAY BOT. 3f-O" -on F3.0 (SW BdO3 SCALE i 9_090 4-#5 EA. WAY BOT. 3*-6" Y-61" F3.5 SOLE PLT 0# WHEN NOTED ON PLAN AS NOTED 4-#5 EA. WAY BOT. 4*-0" 40-0" F4.0 SEE NOTE 2 LPA No. i 4-#5 EA. WAY BOT. 4'-6" 40-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL -16-00159 TOLL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 31SO.0 CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 3443 REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" 36" SHEET ON-CENTER SPACING 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. FILE COPY SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTIM D 1557. S190 oil 6 SHEET 4 OF 9 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PRO I VIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12 P0 HOOK INTO SLAB. 1—#5� CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR, Lou Pontigo 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS SEE 3/SO.O Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN LAYOUT PLAN AND /0/ 420 Osceola Avenue PERMANENT LATERAL F. IF LAB ON GRADE, op \ . SLAB ON Jax. Beach,Florida 32250 SUPPORT DETAIL. 51 1 -+-�--:—— . — P 4 1 4 -01 A r PLAN. 2 1 < 'd "*'- I GRADE 8 Fax.241-9557 :VS EE /I A A SEE PLAN. =T! ———————— .1 .. . 1 4 4 Z GRADE OR CONC. SLAB, SEE PLAN. z 8" CMU STEM WALL W RJ #4 DOWEL TO MATCH VERT. f C� SHOWER PAN SLOD ES TO DRAIN, SEE ARCH SLAB ON #4 VERTICAL DOWELS @ 24" O.C. A 4 4 STEMWALL SCHEDULE STEMWALL REINFORCING (SEE 4 * , I s!;i) a OE4 0 _7 GRADE -4 4 C> 0�* x SCHEDULE) w/ 6" HOOK INTO PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 90" BEND INTO FTG. SEE PLANi I CMU REINFORCING 00 N FOOTING. LAP VERT REINFORCING COURSES -4 . .. X 10 25" IF STEMWALL IS GREATER < Ie' 0 1 -TO 6 #4 VERT. 0 48"O.C. .10 1 ; ..._1�1. I LIJ Ai n C), EMWA L 1/81 .01 X1 4 _j S T, THAN (3) COURSES. E 7 TO 10 #4 VERT. 0 24"O.C. 1" 7\ �T ONTINUOUS CONCRETE A CONT. CONCRETE FOOTING 11 TO 121 #4 VERT. 0 811O.C. FOOTING 3 CLEAR Ad 1—STORY, w/(2)#5 CONT. 8"d x 16"w 7 -7 TYP STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. C h r i s t o p h e r J Sabourin PE REINF. BETWEEN EVERY OTHER O"d x 20 1 O"x2O FL PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REMSIONS r DA-M FOOTING ARCHITECTURAL 05.10.16 STEMWALL FOOTING K2 W/ SHOWER RESESS �3 GARAGE STEM WALL REVISION S1.01 SCALE: 3/4" = V-0" kQ1.�01 (IF REQUIRED) ��.O 1 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE _4� PER CONSTRUCTION SPECS. rFIEL6 ALTERA-nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO (1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY CORNER BARS (TYPICAL) FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 12" HOOK INTO SLAB. BEING APPROVED BY LOU PONTIGO a ARCH. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR (4 M A X.) 01 EQUAL TO SLAB THICKNESS. -SAI SLAB ON GRADE,-�'qz- 7B @ SLAB RECESS SEE PLAN.A.-I 7, BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING WALL FRAMING SI ZE. 1 DEEP SAWCUT w/ $LAB ON GRADE 8" CMU STEM WALL W/ :T SLAB ON ELASTOMERIC SEALANT $�El� P AN 2—#5 CONT. Uj 906 BEND INTO FTG. I b, STEP, SEE ARCH. PLAN. #4 VERTICAL DOWELS @ 24" O.C. GRADE— � F � I I %,-SLAB ON .4- : . I ISEE PLAN 7 __,�__SLAB ON GRADE, `_SEE PLAN. 41 GRADE, co NOTES: SEE PLAN. 4 1) PROVIDE SAWCUTS To ! CRE�TE 0 4 4' X) APPROXIMATE 12' X 12' "MA�. So. CONTINUOUS CONCRETE FOOTING 2) SAWCUT CONC., SLAB WITHIN 4 TO 3" CLEAR-\ 12 HOURS OF CONCI. PLACEMENT. OPTIONAL 3" 8"X1 6" TYP 1—STORY, w/(2)#5 CONT. 1—STORY, w/(2)#5 CONT. 2" FLAI R 8"x20" 8"x16" 2—STORY, w/(2)#5 CONT. 10 x20 2—STORY, w/(2)#5 CONT. 8"x20" w/ 2—#5 CONT. Lf) r5 r6 r7 MO r4 STEM WALL AT GARAGE SAW CUt DETAIL BEARJNG AT INTERJOR NO. FOOTING AT STEP-DOWN SCALE: 3/4" V-0" oil S1.01 1*011,�_o 1 1\�-O 1 Uj Z 1#4 CONTINUOUS, PROVIDE ORNER BARS 3' EA. SIDE OF RECESS. (TYPICAL) 6 MAX 5 /2 TYPICAL WALL FRAMING ND ANCHORAGE PER CONSTRUCTION SPECS. MATCH DOOR WITH, SEE ARCH RECESS I -- SLAB ON GARAGE CURB DETAIL PAVER BY 4. GRADE, OTHERS -- SEE PLAN. BbJND BEAM w/1—#5 SLAB ON PAVING misc ar GRADE, BY BUILDER SEE PLAN. CONCRETE STAND—OFF PAD TO WOOD POST 12"xl 2" 1#5 CON T. X -d 114 MATCH ARCHITECTURAL COLUMN I - - DETAIL 10B < . 8" MASONRY PER PLAN. E.J. DIMS. FOR BOX COL. w/'#3,, STEM WALL w/ DETAILS MATERIAL HAIRPINS AT EA. CORNER &,, #31 TYPICAL ANCHORAGE C) 1—#4 @ 48" 0.C. SLAB ON GRADE OR CONIC. C*4 T'� CLOSED TIE-;AT OP PER CONST. SPECS. -4 FQOTING AT BRICK VENEER, I I _� i I I I \:` 4 GRADE, SLAB, SEE' PLAN. ALT. T/PAD HOUSE - PAVERS BY SEE PLAN. SEE ARCH. BUILDE�S DISCRETION. FINISH FLOOR WHERS 2 00 NOT SCALE DIMENSIONS FROM 3 @ 48" O.C. ;OR THESE DRAWINGS.IF A DIMENSION IS ROD CHAIRS (TjY0,.) THICKENED EDGE UNCLEAR REFER TO THE 1=1 I m 4 .I I l- d. ARCHITECTURAL DRAWINGS OR ON DETAIL 1 OA 4 A w/ 1—#5 CONT. 12 1—STORY, wA2)#4 !CONT. 00 0 4 / I 16 2—STORY, w/(2)#5 CONT. PLAN NAME (-2)#5 CONT. STONEBROOK CLASSIC 6 6 x8" EXTENSION FOR BRICK CONCRETE FOOTING T''ICK x 201, win DESIGN/DRAWN/CHECKED BRICK. LEDGE DETAIL LEDGE ADD 1—#5 CONT. (SEE PLAN) CS / MK /LAP T, , 3OX C 1�o THICKENED SLAB DATE r8 MONOLITHIC EDGE FOOTING PAD PLUMNS PORCH STEM WALL W/ PAVERS 06.22.16 V OPP. S1.01 S1.01 SCALE: 3/4" 1'-0" S1.01 SCALE-.' '3/4"' '! 1 S1.01 AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET ILE C S1601 F7mM om7 SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- UNE DESIGNATES SIDE OF WALL THE SW NAM SHEARWALL SHEATHING TO BE APPLIED. 8d 0 9 DESIGNATES 8d COMMONS 0 30 O.C. EDGE & 6* O.C. *IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/1KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/kINC STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/80.1 ------------ ,?%ER A307 DIAMETER FULL HEIGHT et- 9 . - N X5 THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED No 4 ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 12/80.1 S SEE 3/S0.1 FOR BEAM OF 4 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR CONN. (TYPICAL) (95 �, .6 4 :0) 1 00 k TOP PLATE, SEE DETAIL 12/S0.1 (2)2x6 SIMPSON HTT5 SEE DETAIL 15/SD.1 Christopher J Sabourin P E (2)2xl 2 (2)2xi m U) _j (A 6x6 P.T. SYP#2 POST FL PE#71461 _j .0 Ljj w SIMPSON DTT2Z SEE DETAIL15/S0.1 (3)2x6 POST DIf :5 m ___�W/ABU66. SEE DETAIL BELOW POST ABOVE. RIMSIONS (AI >- �- T1_ PROVIDE (2) 2/S0.1. (TYPICAL) DA-M� PROVIDE SOLID BLOCKING _j /� I j INTERMEDIATE SIMPSON LTT20B SEE DETAIL15/So.1 ARCHITECTURAL WITHIN FLOOR SYSTEM. C-4 W1 Ir- REVISION 05.10.16 41�: 0 X STUDS BETWEEN LL_ Ld N WINDOWS 12" LONG LICHT GAUGE STRAP F-I LL_ X LSTA1 2 FASTEN TO TOP PLATE AND STUD X WITH 5-10d COMMONS 00 X za X C14 LJ 0 (0 _j C14 oe_�%0 < WALL STUD SCHEDULE 1100L _j 1_�, U�Clj > 04 N < LIJ _j _j < a- CATION PLATE STUD SIZE (3)2x6 POST D1qECTLY HEIGHT & SPACING 00 00 OSB WALL STRAP HEADER LO 00 FAcdTEN TOP SHEATHING. PER 7/S0.1 z EXTERIOR 2x4 SPF#2 0 16m O.C. BELOW POST AYOVE. 0 co MAX FIELD ALTERAMN PROVIDE SOLID BLOCKING OF WALL 1o'-1 2x6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU PER DETAIL- < te) EXTERIOR PONTIGO&ASSOCIATES PRIOR TO WITHIN FLOOR SYSTEM. z 0 L fl] MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD 5E/S0.1. _U -11 101-1 m 2X6 SPF#2 0 16- D.C. MODIFICATIONS WHICH MAY VARY 00 EXTERIOR 14'-0* FROM THE INTENT OF THE ORIGINAL 10'-0m CONSTRUCTION DOCUMENTS.ANY LLJ INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO V_ > BEING APPROVED BY LOU PONTIGO& INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. 2[ ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR 0 X Ir- = X GARAGE PORTAL FRAME, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE c' C14 (3)2x4 SPF#2 STRAP HE DER_/ POST BOTH ENDS---\ P E R 7 F/E.30w.1 SEE 3/S0.1 FOR BEAM SEE DETAIL 2/SO.2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACMR MAY INCREASE STUD SIZE TO MEET (2)2xl 2 BEAM. /,-",--CONN. (TYPICAL) EXTEND GARAGE ARCHITECTURAL REQUIREMENTS. HEADER TOEND 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. z OF WING WALL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 6x6 P.T. SYP#2 POST 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS W/ABU66. SEE DETAIL_z/1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* D.C. 4< Ln 2/S0.1. (TYPICAL) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT V SHEARWALLS LLJ V_ 00 OSB WALL X a HEATHING. COMBINED USE PANEL NOTES v- a 0 X 71-1 C14 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST wj TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj 2. SEE SHEET SO.0 FOR WALL SHEATHING H4 STRAP HEADER z Z lo _j > EA. END w/ _j (*X8-� 3. UPPER MOST TOP PLATE SUPPORTING ROOF :;� _j 1-MSTA24. X MEMBERS SHALL BE STRAPPED AS SHOWN IN z 04 DETAIL 1/SO.O T_ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL T X 3/SO.O Uj 04 GENERAL NOTES Ix 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 14 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, STRUCTURAL BRACKET PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER X SEE 5/SQ.2. PLIES. r Uj F_ 11 2. SEE SHEET SO.0 FOR ROOF AND FLOOR I IjL SHEATHING SPECIFICATIONS. d, 3. MERE FRAMING MEMBERS CONSIST OF MULTIPLE EXTEND GARAGE 4 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES HEADER TO END TOGETHER PER DETAIL 6/SO.O (2)2x65_-_1/D 2)2x6 1/1 (2)2x8 -1/1 4-L 00 D OF WING WALL HB 4. INSTALL SOLE PLATE ANCHORS PER DETAIL M 3/SO.O GARAGE PORTAL FRAME, SEE DETAIL 2/SO.2 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 h 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS k" C -18 STRAPPING DETAIL S CS18 STRAP w/ 10- END LENGTH. FASTEN IST FLOOR J�' THIS END w/ 9-10d. FRAMING WALL FRAMING it z PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES DO NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE z LLJ ARCHITECTURAL DRAWINGS OR AMING WALL FRAMING z b N LENG FASTEN THIS END w/ 9-10d. STONEBROOK CLASSIC CS18 STRAP w/ 10* PLAN NAME DESIGN/DRAWN/CHECKED FIRST LEVEL, �W ' L FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD CS MK LAP SCALE: 1/4" 1'-ols RIOR WALL 48" 0.C. DATE ALL EX-E UNLESSI OTHER NOTED 06.22.16 SHEARWALLS SCALE (SW BdOY/6") 24" 0.C. AS NOTED LPA No. SOLE PLT 0 f WfHEN NOTED ON PLAN TOLL-16-00159 SEE NOTE 2 L------- CONTROL No. 1. IN ALL SOLE PLATE ANCHORS PER DETAIL 3443 3 0.0 SHEET J.14 2. AN HOR SPACING SHALL BE AS NOTED. FOR EX MPLE - SOLE PLT 0 36- 36- ON-CENTER SPACING FILE CCt S161 JCX14 C14 ol-11 LL L0 SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S= 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and I p Associates, Inc. TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SO CA#3579 SO.1 F01 RAFTER TAILS "ER J. 01- SEE DETAIL 6/SO.2 RAFTER TAILS, SEE DETAIL 6/80.2_'-� 1IRM RPM IL 2x8 SYP#2 LEDGER. FASTEN No. F02 --------------- F09 L w/ 7-10d COMMONS @ 16 J 0.C. oq - STAT A-, F03 ORI STUD DIRECTLY11 TOP PLATE TO X IBELOW TRUSS F04 Christopher J Sabourin P E F_o_J F7-o—]I I FL PE#71461 143 Jill 2x8 SYP#2 LEDGER. FASTEN F04 F09 TRUSS TIE DOWN WITH SIMPSON SDWC 11 a �SO.1) L OSB BLOCKING PER w/ 7-10d COMMONS @ 16 DETAIL ro'�7SVNS DA7i 0.C. 5E/S0.1 F05 F09 Rafter to Top Plate shown REVISION P2:= Truss to Top Plate similar M//z --:4046-T MSH422 L J F06 NO Optimal 22)T THD461 MSH422 PORCH SHEATHING AT lop F06 THD46 F10 BOTTOM CHORD OF oe THM TRUSS SEE 2/S0.1. - - --- - - - - - - - - - -- -- -- - - - SO-1 F06 N 8 SH422 F13 rRIELD ALTERATK)N F11 CONTRACTOR SHALL CONTACT LOU THD46 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD F06 MSH422 BELOW TRUS X*MQX MODIFICATIONS WHICH MAY VARY F11 SO-1 THD46 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO n BEING APPROVED BY LOU PONTIGO& F06 _j WC1 ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR F15 INSPECTION FEES. PORCH SHEATHING AT F07 L S'.% 7 EgiC 1. Sloped—roof rafters may be sloped up to and including BOTTOM CHORD OF a 12:12 pitch and must be "birdsmouth" cut. M FIS 2. Reference detail 4 for installation instructions. TRUSS SEE 2/S0.1. F07 L SH422 SIMPSON SDWC INSTALLATION PZANGE z 4,0 F07 U 0 — OSB BLOCKING PER OSB BLOCKING PER P. F 16- DETAIL 5E/S0.1 LL DETAIL 5E/S0.1 4< HB+ F07 F07 SO.1 F07 SO.1 F07 F07 0) 0) 0) 0 0 0 0 0 0 0 0 0 0 0 STUD NOT DIRECTLY C14 CN C14 CN 04 C14 cm BELOW TRUSS u_ U_ U_ U_ U. U. IL U. U_ U. LL U_ U_ LL SDWC15600 1 F F Cq U- Uj F07 Reference detail 2a for installation angle limit F.Q 11-11 rul WJ SDWC INSTALLATION HB SOA Rafter to Top Plate shown C) (Truss to Top Plate similar) Uj Da 41 STUD NOT DIRECTLY BELOW TRUSS P u Do not install SDWC in rod cts.. hatched area PlotlD Length Product' Plies Net Qty 0 N 1 E SDWC15600 F 12 2 U B01 9-00- -3/4" X 16"'Y, RSA-LAM@ 2.0 3100 SP 2 MIN 1/2 Ove A�ang -11 MAX 2 TRUSS ROOF RAFTR NOTES: S APPING'��NOTES 1 STRAP TRUSSES AND ROOF RAFI'E--RS TO BEARING SDWC INSTALLATION P-ANGE WITH 2-12D TOENAILS & 1—SIMP3ON SDWC1 5600 SCREW UNLESS OTHERWISE NOTE d FLOOR AND ROOF TRUSS Rafter or Truss X"" minimum edge PLACEMENT FLOORAND ROOF TRUSS PL-ACEMENT PLAN distance for full or SCALE: 1/40# 10.m�_O* values (With Splice may be in upper or PLAN without a plate lower plate Splice) DO NOT SCALE DIMENSIONS FROM z THESE DRAWINGS.IF A DIMENSION IS r UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR X* from top plate CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECT BELOW TRUSS RLAN NAME STONEBROOK CLASS IC DESIGN/DRAWN/CHECKED CS MK LAP DATE 06.22.16 SDWC AT TOP PLATE SPLICE SCALE AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET FILE COPY S102 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LIN DESIGNATES SIDE OF WALL THE SW NMJW SHEARWALL SHEATHING TO BE APPLIED. edw(60 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6* O.C. `TIN THE FIELD"T DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACKAING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACKAING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD. SEE DETAIL 12/S0.1 A30� DIAMETER FULL HEIGHT '0 <I iE R THREADED ROD, SEE DETAIL 12/SO.1 9*01116114 X5 &%' 0 .4:11' *00 .. 5 #00-0, % A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR No. 61 IS TOP PLATE, SEE DETAIL 12/S0.1 STAT 9V A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR F (95 TOP PLATE, SEE DETAIL 12/SO.1 A, OR ***San f(-2)2x6-1/1 (2)2x6-1 1 SIMPSON HTT5 SEE DETAIL 15/S0.1 ------- 00 00 00 00 C h r i s t.o p h e r ) Sabourin PE V) 0, LO V) SIMPSON DTT2Z SEE DETAIL15/S0.1 FL PE#71461 0 0 STRAP HEADER (2)CS1 8 (2)2x6 SPF#2 PER 7/S0.1 110�90NS DA POST. STRAP SIMPSON LIT20B SEE DETAIL15/S0.1 ARCHITECTURAL D5.10.16 TO BELOW w/ REVISION ARCHITECTURAL CS1 8 1 > 1-CS1 8. z /2\ 06.22.1 E 12" LONG LIGHT GAUGE STRAP REVISION o LSTA1 2 FASTEN TO TOP PLATE AND STUD m PROVIDE (2) 00 WITH 5-10d COMMONS < N INTERMEDIATE STLIDS-"�� z X V) N V) BETWEEN WINDOWS WALL STUD SCHEDULE CS1 8 1 LOCATION PLATE STUD SIZE 1-- (2)CS1 8- EXTERIOR HEIGHT & SPACING (3)2x6 SPF#2 910-10 2x4 SPF#2 0 16* O.C. �RELD ALTERATUN POST. STRAP MAX CONTRACTOR SHALL CONTACT LOU EXTERIOR 10'-1 2x6 SPF#2 0 16" D.C. 2C TO BELOW w/ MAX 2x4 SPF#2 0 12* O.C. PONTIGO Ek ASSOCIATES PRJOR TO MAKING ANY STRUCTURAL RELD (2)CS1 8. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16- D.C. MODIFICATIONS WHICH MAY VARY 14!-0* FROM THE INTENT OF THE ORIGINAL 10'-00 CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO (2)CS1 8- It BEING APPROVED BY LOU PONTIGO V- MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR I INSPECTION FEES. C14 Z io T- C 8 X 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE V- C*4 < Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN. z a 00 HEADER TO TUDS -(N- 13 X %-;If CONTRACTOR MAY INCREASE STUD SIZE TO MEET 00 w. MSTA24. TUDS 18 ARCHITECTURAL REQUIREMENTS. c' 42)CS1 8 U) TO BELOW w/ P HEADER 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. T PER 7/50.1 NJ 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. -7 11 N /-CS1 8 CS1 8 U LD 1 2) 1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 1% TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 0 04 SHEARWALLS IF LU 00 STRAP HEADER < 0 X V) N% -PER 7/S0.1 CS1 BOT-01 0TU LJ COMBINED USE PANEL NOTES 04 0// WHE N OTE EE ETAIL < 1. EXTERIOR WALL SHEATHING SHALL BE Of CS18 AT 0 0 M R 0, F PAGE. �-- CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST C/) 00 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj CS18- 2. SEE SHEET SO.0 FOR WALL SHEATHING CS18 SPECIFICATIONS. P. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN (20)2x4 POST 00 DETAIL 1 0.0 ...I X /S 4GS!8 @ BASE 4. INSTALL SOLE PLATE ANCHORS PER DETAIL > 0 M, CS18- GENERAL NOTES LLJ 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. CS18 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, CD PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER X 04 PLIES. (2)2x4 POST Uj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR W/CS18 @ BASE SHEATHING SPECIFICATIONS. N 0 e' � CS1 8 oe 3. MERE FRAMING MEMBERS CONSIST OF MULTIPLE % PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES /1 (2)2x6 TOGETHER PER DETAIL 6/SO.O (2)2x6-1/1 (2)2x6-1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES. SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL IT CS1 8 STRAP W/ 10 END LENGTH. FASTEN 2nd FLOOR THIS END w/ 9-10d. z - FRAMING WALL FRAMING 0 z PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES DO NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR WALL FRAMING z C TIHIS; END w/ 9-10d. PLAN NAME S1 8 STRAP w/ 10" END LENGTH. FASTEN STONEBROOK CLASSIC r-) A M IS DESIGN/DRAWN/CHECKED SECOND LEVEL WALL Fr-%� ING PLAN CS /. MK /LAP DATE SCALE: /4" 1 -03* 06.22.16 SCALE AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET 2,CS18 SISSISS.) Lj J TU D S S TUD 18 IJAP LLJ EJF N� l FILE COP �1 Sle3 SHEET 8 OF 9 SYMBOLS LEGEND L HTS1 6 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES* 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S= 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CUPS 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 ON\f.R J. -wily, C No. RAFTER TAILS, F 6 SEE DETAIL 6/SO.2 . S -0 s. 6rf - 4 SO.2 % 4 o Z STUD DIRECTLY TOP PLATE TO BELOW TRUSS Christopher j Sabourin PE HTS1 6 FL PE#71461 E132 TRUSS TIE DOWN WITH SIMPSON SDWC CID to 0 CID It 0 REVISIOrsIS DATi� C10 ce) cri M CV) M c. LLJ LU LLJ Ljj LU 11i LU LLJ W Uj LU W ARCHITECTURAL 05.10.16 Rafter to Top Plate shown REVISION TS1 6 Truss to Top Plate similar TIH 6 J43 T45 SO.2 10, T44 TH 17 T43 rFIEUD ALTERAMN CONTRACTOR SHALL CONTACT LOU HTS16 RAFTER TAILS, STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO /I BELOW TRUSS MAKING ANY STRUCTURAL FIELD SEE DETAIL 6/80.2 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL T42 T CONSTRUCTION DOCUMENTS.ANY 6 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& �!50.2� SDWC15600 PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. T4\0\ 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be *birdsmouth" cut. rA 4 A 1 Reference detail 4 for installation instructions. I T39 z V02 RAFTER TAILS,./— T38 SIMPSON SDWC INSTALLATION RANGE SEE DETAIL 6/SO.2 X T37 cm, N HT 6 7" "K I W W V02 T37 126 Vol T36 T------ OSB BLO I CKING T2 PANEL 5E/S0.1. 1 01_2 z T35 RAFTER TAILS, EJ49 H 6, SEE DETAIL 6/S0.2 THD2 < 011' 7" EJ49 IF THD26 4< STUD NOT DIRECTLY T33 I 0= EJ SO.2 9' CEIL Z I BELOW TRUSS SDWC15600 TH� Uj EJ46 Reference detail 2a for installation angle limit T32 M, TI16�1 1- 6 EJ4 EJ32 77 Rafter to Top Plate shown TV �J 0 CID co co (0 , to; CID CID V_ c1f cr), CV) (Truss to Top Plate similar) EJ32 U 04 (N 0 HTS1 6 11 ly LU41 I.I.I., kNI ti tH tH *1 tH *1 STUD NOT DIRECTLY 14 BELOW TRUSS I 'F 11 Do not install SDWC in 6 hatched area RAFTER TAILS, �sb.2 0 SEE DETAIL 6/80.2 SDWC15600 MIN Overhan 1 1/2 MAX2* TRUSS ROOF RAFTER NOTES: STRAPPING -,NOTES' ' 1. STRAP TRUSSES AND ROOF RAFTERS TO, BEARINQ SDWC INSTALLATION RANGE WI TH 2-12D TOENAILS & 1—SIMPSON SDWC1 600 SCREW UNLESS OTHERWISE NOTED TRUSS PLACEMENT Rafter or Truss V minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate er plate —low splice) d DO NOT SCALE DIMENSIONS FROM 211 THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR V from top plate splice Offset for full values STUD NO DIRECTLY BELOW TRUSS PLAN NAME ROOF RUSS PLACEMENT PLAN. STONEBROOK CLASSIC DESIGN/DRAWN/CHECKED SCALE: 1/4" V-0" CS / MK /LAP 'DATE 06.22.16 SDWC AT TOP PLATE SPLICE SCALE ASNOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET FILE COPY S104 7 co w r�RE vo) F�mi N,V-2 V_ SHEET 9 OF 9