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1692 MARITIME OAK DR - VOID STRU DRAWINGS : . I ----- - . . I - I . DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING TYPICAL DOLIBLIE TnP � 11,1,I��,I . � , . 0.131X3* TOE NAILS PLATE SPI IrF WINDOW SILL SCHFntli F- � I 2X6, 2x8 - (5) NAILS TYPICAL TOP ELATE NAILINa, ' ROU I '- DESIGN CODIE: COMPONENTS & CLADDING UPLIFT TYPICAL STUD N&Ub&- - 1 4-'-O" MIN. SPLICE LENGTH GH DROPPED HEAD MINIMUM ENO ,t I 1. . ,. 2014 FLORIDA BUILDING CODE - RESIDENTIAL ES (PSF) CONNECTOR T FL# CODE 2x10, 202 - (7) NAILS - FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END . I .", DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF ' . I 0.1310" END NAILS: 9'" LVL. 11" LVL = (7) NAILS (3) ROWS / (16) 0.1310" NAILS 4 4'-4- (1)2x4 SPF #2 (4)12d TOE NAILS - UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): . - (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS VENLY SPACED - AREA (sf) ZONE (PSF) 0 ao = 4'-6" DOOR -17.9 450 450 � (9)1 Odxl 1/2 0. . . .. (3) 0 2x6, I I OF .131x3 0 12" O.C. STAGGARD. ---- 11 4 6'-4* (2)2x4 SPF #2 (5)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') USP RT7 585 495 I, ! (5)8d EA.,END, �, � . . I � I 1 (4) 0 2x8. I . SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS � I ' I . ROOF FLOOR 2 CAR 775 650 (5)1 Odx1 Ya",'.Ek END � . TYPICAL WALL FRAMING NOTES: r SYP#2 DBL. r HEADER, 4'-Om,�MIN. 14-12'-Oml (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS I I I ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 1 7)1Odx1'/z" EA. END I ROOF SHEATHING, .6-MAX. TOP PLATE I - - I I TOP CHORD LIVE LOAD 20 psf 40 psf I DOOR ( I 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I I - � .. - J- =- - ALL WALL STUDS.. I I I I -� I I III I -- - - -r Lou Pontigo and 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 -17.0 USP HTW20 1450 1245 (12)10dxl'/2" EA. END I I I . . I I I I I 11 (1 6'x7') I I I SEE 5/SO.O I :--I -. I -- - I I I I I I I . Associates, Inc. 20 psf (TILE SHINGLES) 10 psf 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP -- -4-- 1 BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 LLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d Ek. END TES. REQUIRED IF SHEARWALL-\ :::I RAISED 5 psf 5 psf WI E BY 0.60 AS PERMITTED BY - HEADER,, I It - I I- ARCHED TRANSOM OPTION- 420 Osceola Avenue DEFLECTION CRITERIA: DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 '/�NO ROD� TO FTG. 3. USE SYP#2 FOR ALL -1 - :1 -- 2x SPF DIAGONAL BLOCKING ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO� HEADER I 15n I I --n;m I I � ....� I . -- FASTENED w/ 3-0.131-x3" Jax. Beach, Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5/ 4C I I N . - I HEADER r--- -EA. END TYPICAL. Ph.242-0908 Fax. 241-9557 0.75" MAX ANY CASE 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 .00 ROD TO FTG. - 4. ALL WALLS SHALL BE 11-- -AL----- --1, ��.....I I I I � - \1----- .11/," SHEATHING MAY EXTEND 2- F L:CA# 8344 SC:CA#3 579 PRESSURES SHOWN IN TABLE ABOVE. * IL I - 00 PAST BLOCKING- WINDOW USP HTT22 5370 5370 %"O ROD TO FIG. BALLOON FRAMED FULL I I I ARCHED eo ATTACHMENTS MUST WIND LOADING: 1 5/ No I HEIGH I I L SYP#2 HEADER a LINEAR INTERPOLATION IS PERMISSIBLE. 2535 a ROD w/ (1 2)16d I BEARING ELEVATION, U.O.N. ON L-- - ----J FASTENLOWER STUD TRANSOM PER PLA ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A PERMANENT TRUSS TO TALLER STUD w/ OPTION MIN. DEAD LOAD COND11ION OF 5 PSF TOP CHORD AND 5 PSF 0 D MINUS = SUCTION. 2535 5/8 NO ROI� w/ (1 2)16d PLAN. BRACING BY OTHER 2- MS SEE RIGHT KING STUDS, BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS . �--� �ki"1111111101014, LL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE i 1545 I 1455 (5)1/4mx2- 1/4 TAP.CON-S--- - I 1 5.) FASTEN BOTTOM PLATE OF N 0 12" O.C. 111%"I WINDOW SILL SEE R is I LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR �� BY 0.75 MEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET I r1% WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND / 0#001111.911111 4'*� P-4 THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNE..,TORS NS, 0 \0 E N ' (/1 - **. e" (7, w/10d MASONRY CUT NAILS 0 \-TYPICALLY %" FULL PLATE NAI=. 0 V _4 - kn BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH La* I - . 48" O.C. MINIMUM. SEE 0.1310" TOE NAILS: END WINDOW SILL SEE PROVIDE SOLID BLOCKING V91- (3� IMPORTANCE FACTOR --------------- 1 ,k a* � . SCHEDULE WITHIN FLOOR SYSTEM AT ALL 11 v 0 .00 " UPLIFT I . . FOUNDA71ON PLAN ADDITIONAL RODS 0 6'-Om O,C, I 1. 0-1 cn -- a (3) 0 2x4. UPPER LEVEL POSTS & JACK : No.71461 . q:t MEAN ROOF HEIGHT ---------------- 25.0 FT I I SYP SPF FASTENERS FL# CODE I ANCHORS AT SHEARWALLS I - = : . I 1 (4) 0 2x6, ISTUDS I F. * .. * : \-0 ROOF PITCH I -- a * .- -4 ------------------- 5/12 1 A35 450 450 12-8dxl'/2" 10446.4 (5) 0 2x8. I . : --- p . . I -1------- -I --1-----.-1-1; ,I �.. "-' ,1.�,1.0 -- 11 , )',:1 7t�� ,it. -:-j1- - I ''..., I . - 41, - " . . . �' --- - ; , "L.�.� ';.,I;-I q ,I,, ,--i- ;: 1-111, 1. �f. - -- , � -114 " , .. . ': I . i V4':"I,1;, , q,"."" -; � �1 r! ..... � � a - (ON ---------------- . � -1-1 ,- , 1]77t!�t,�� f-�,,j� : � �, :-I . �1�1,�, I BUILDING CATEGORY 11 . to .1 ' 'I � i � 4 i- : -; �. � I BLOCKING ONLY REQUIRED SEE 8/SO.O ,0 .- F * I I I . I � 11 ,,' ' PT. SPF#2 - 1011 -- �a H2.5T " .10.3, ;� �,:;I ' - I AT SHEARWALLS AND-� - -A -0 600 520 . !�- 5-60 LA.i L14V I �, I I, * DENOTES EDGE STRIP. .. I,:�� , i 7' 1 . I I I I I . � b J! ! . I .1 & �OR BtARIN ', WALL: - -P V 1� 00 I : I � ,� -m r� . I I .1. I , -- - '- - _ HTS16 1150 1085 . r ' . � . __*_ , 0�-. I . 16-1 Dd EA. I 1 104W6 STUCCO FINISH I ^ ------------ENCLOSED I 11 L L � SEE,:PLAN FOR ST ID i SIZE ;I k- 1^�- **- 1% ENCLOSURE CLASSIFICATION 1. ;1 . I - . ' % r lowelve"' ' � INTERNAL PRIES ABOVE FOR 'a' DIMENSION I,; I .1 I � I :AND O.C. E >A61NG. � - , I . � . if of .. 11. I I '*40'N' %Y/0 1 Y A I- SURE COEFFICIENT ---------- ± .18 MTS12 1000 860 il 7-1 Odxl 1/2"�EA. END . I 104M.3 ' � I I ; I -A I I A A k I A I - A I. A . . q. I I a I I . WALL SHEATHING 7 - 1!I ..........F-Im-.". - .. I .1 I . .1 If 17, . . i � . ... .`., 4 .. - ..4 . 41 ' ' . . . . . .." . .. . . - 'Arbeft". I % . .� , � , � - , , . . , - . � , :1 1245 24-1 0dx1'/2* EA. END 13872.3 . ;� . . . ? 14.,.: ��"' I . * ..' -! 7 �. , � I aw I 0 HTS20 1450 . .14 . . . . . . . . � . . . --, I . ... I , . " .! � � I � I ...4410 , , ' ' ' , I ',.-A'. %.6 ,,, A-..- � 'I � . ..�. r.�.. , . 4.. - L 4. � ..# .. ., . I I - � ha I . .. -. . - 1 - .1y . . I � I . .i ! I.-- I , - . . . 11 SEE DETAIL 1/SO.1 ., I I. 4 � . , .., - - � 4 . I. I .-;A 5 r* I . �� . 0 �A 4. I . . : ' . L ." . . , , I . � 4 ': . 'i V., -� I - .� . I . . I -- . � 13872.4 WITHIN FLOOR SYSTEM .- .� . .. .. � � , � .4 : 4 ". . - 4MON, SEE PLAN� , -�: .1 .-.. . .. .-.r .1-, .-` .",*- � I 1 I . .... � C h r i s t o p h e r j S a bou ri n P E MATERIAL SPECIFICATIONS cl) MSTA24 1765 1270 � 9-10d EA. END , FOR SPLICING 4 ....."- FOUND 0 -W6" * � 4 . - . 7r at � I WERE POST IS ABOVE. 16d COMMONS OPTIONS "`"� I B- 11/2 r - . . - � � . a MSTA36 2050 1870 13-10d EA. EN D � 13872.8 11 0 8" 0.�.� I I - FL P E#7 1 4 6 1 . - I - I HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM ING,r- - -I WALL FRAMING AT WALL FRAMING Al MAX. MIN. \-SOLE PLATE ANCHOR* HTT4 3480 3080 - 11496.2 8d 0 3" SEE SPECIFICATION.� I PLATE CHANGE C RAISED HEI&DER COND11ION FROM SOLE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH 01 . I-54" I ,,, I � I I PLAI BREAK " 0...........%""� [NOT ACTUAL PLAN] 0 ROCI TO FTG.� . I I I I REVISIONS DATE ASTM A 307 OR ASTM F 1554 GRADE 36. 1 1 --- I r I I . BUILDER MAY CHOOSE EITHER THE DROPPED 1(0000�w . - = WASHERS: SHALL BE IN ACCORDANCE .WITH ASTM A500 (GRADE B). I 32-16d TO TRUSS/BEAM 11 I 1HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/8"o ROC TO FTG. - 11496.2 �. --� I I NDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I 6-10d TO HEADER I I P, I I � t'2'*N TYPICAL WALL FRAMING - EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSi LUS28 930 780 1 10655.113 1 i I I I RETROFIT REBAR/ROD INSTALLA11ON: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-1 Od TO J AST . I I ! I - I IAZ�O )�%6* SIMPSON 11TEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d,TO IEADER I I I I SOLE PLATE ANCHOR LAR EADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 1 10531.36 L---- - --J --- -j w/3X3xO.229" WASHER SEE 01 HOLD DOWN (I.I.O.N.) ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO J)IST -//I---- SCHEDULE FOR SPACING . WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. "LSEE 5/S(.O SEE 1/S0.1 � I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 54"O ROD EDOXIED 6" MIN 10849.6 � 11 (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 %"O ROD EDOXIED 6" MIN 1 OB49.6 11 -BUTT JOINT LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSISILI TIES: BLOCKING ONLY REQUIRED � 2*/�--t 2*/'-k ) '**)Ii REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SET N/A N/A , i SIMPSON EPOxy-nE 11506.4 N STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE � ' '� � AT SHEARWALLS AND-/ WALL SHEATHING - )+- I rT�IELD ALTERATION LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 11 . WELDED WIRE FABRIC (WW): SHALL BE ASTM A185. 16-16d TO STUD/BEAM/POST . STUCCO FINISH SEE DETAIL 1/SO.1 11 " -A i T CONTRACTOR SHALL CONTACT LOU WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING I 11 PON,nGO 6 ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1 1-1/2*0 ROD TO FTG. OP11ONS % ..a% RATED SHEATHING, MAKING ANY STRUCTURAL FIEUD - SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 1T--1Od-T-- I 1. . 13872.5 it 0 -SEE GENERAL NOTES. MOCAFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION. AND ANY FULL HEIGHT V 116 -0" 1X"I SHEATHING / FROM THE INTENT OF THE ORIGINAL I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d - 11 10852.1 SHEATHING .a 17-- EPDXIED 4"w/3X34.229- PT. SYP#2-/ kl' - - -I . . . . . . .. . . . . . . . . . . . . . .. . CONSTRUCTION DOCUMENTS.ANY I -� I � � -�I MAX. MIN. . : I ,� . 1 I TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL . .. . . FIELD AL-MRNATIONS MADE MDR TO MA i FOR SPACING EDGE w/ BLOCKING . .. BEING APPROVED BY LOU PON71GO h j ,�".� 1 � . I I GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS I - I . I .� -INTERIOR BEARING .. ASSOCIATES MAY RESULT IN L r � I ;. 11 I I I -N,,�' . . . ADDITIONAL ENGINEERING OR , K. I I - - - WERE REQUIRED BY . . ; � . I "� TOP PLATE TITEN HD GENERAL NOTES. . INSPECTION FEES � � � i : : '. � I FOR STUD SIZE . . FLOOR SHEATHING SPECIFICATIONS I � � 1, � .. � .1 :1 AND O.C. SPACING. 921m . . . . . -../ OD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD I - .1 I I f � I I � ! - . . 1 I � : WALL SHEATHING TO . /-,% - - - . .. . . . .. . . I I . . . .... . . . . . . . . . .. . . . . . i ,- ,i � �, ,-�.t ! : I SOLE PLATE SOLE PLATE ANCHOR S NAIL SPACING AT �; ROOF SHEATHING SPFCIF1jQA-nONS: I , I � I .� SUPPORTED EDGES, . . .. aWNgLL- MIN. 7/jr,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING To 40 D.C.,WITHIN 4'-0" OF ROOF EDGE). � I RAISE )fi" FROM EXT. WALL SHEARWALLS WAS . * , * I� . I' � I I- � . �8d 0 3" -SEE DET�ILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NOTES , - -1 . . i I I . . . ML - MIN. 15/32- 32/16, APA RATED PLYWOO - .� EDGE), I -\1 TITEN HD 42" 24" 3x3xO.229" 4" 2" . z . . D 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'� ON 0,F ROO ", . ON S1.01 I ON S1.01 . .) . . '-J ' ' - '-I F-- /----1 � F7--- - --I F--�,- I w/8d 0 3* O.C. EPDXY 42" 24" 300.229" 4* , 2" EXAMPLE OF UNSUPPORTED . . .. . . . U 10 �, METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.1 13x2" 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'-07 OF, ROOF EDGE). : I - . - I I �1 �, I I , .f... I I 11 7' . ,4*. 4,.1 - . a I I I (UNBLOCKED) PANEL EDGE-, .. I . I � , %� .. .. 4' 1 '14. . I .. . � 1 A I � � . I . :.*.'.'A . -YPICAL) - . . .. .4. , . . ,-� - . . I . i . � .. . '. . � . I I �- I . � I, . .U,,6. - .. . A. . A . , . . it I . MAS 1 42* 1 24" __I N/A I N/A, � [ N/A (T I . .. I . I .. , . . � , Ii - I . A WALL SHEATHING SPFC]FICOATIONSo I . . I . :.,..6.- 4. .. * I...'. '. ...,.1 17, . .. I ..".. I � .. I * I NOTES: . . :& ."., . . . , . 7/1#", 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. .. 4. � .. . .. . '�I!..,d'-�-.-. ` I'It . .. FLEXIBLE FW12i-MIN. I . . . . I A, I I I I 'VD ADJACENT TO 4< Y) . FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE Ci*SIDERED BRITTLE FINISH. I �. � . . L -j L-------J 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS NAILING TO INTERMEDIATE . . ' S. REAKS AND KING STUDS. I SUPPORT IS 6" O.C. MAX.-"". . STUCCO FINISH-MIN. 7/10", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA rE TO UPPER TOP PLATE. � % ROOF I Uj � I � . ---- I � I . . � I�! .� , � , � . I TRUSSES, OR I � i I � 4 � 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION 11 ,�-,' . I I I MASONRY SPE FICATIONSO -dkk�-G.ROUT SHALL 13E IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM ' i I I :I , SINGLE STORY. MULTY STORY I (UON) rT--IF FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05. AND SHALL BE CONSTRUCTED IN ACCORDANCE WITW AC1530.1 I OF, 20 DAY�,COMPRESSIVE STRENGTH OF �, .1, 0 I � I . I ., 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N 'MdRT'AR MAY BE USED!IN� BRICK VENEER. � � � 11 1 3. AS AN ALTERNATE TO THE 3"X3"XW PLATE WASHER, A 3"XYXI/a"� W1 1'/:2"0 ROUND .. - I , � : STEEL WASHER MAY BE USED. I � CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I � I � ' . ""* � . �e r4 N ! I ; ; TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL El SCHEDULE � ROOF AND FLOOR SHEATHING NAILING I ; ' ' I �i I. 11 I - , I e . . 10 CONCRETE MASONRY UNITS (CMU), I � � I . I 0 *� ' � SCALE: 3/4' = 1#-O* I ' . - . I I CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1," � I IGHT, A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GR06T ALC CE L.L 3�CONTAINING VERTICAL . I VSO.O,/ SCALE: 3/4- = 1'-O- I � I '14-ft.-01 10- -E W I . � I U Uj ' REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE 8 -- IIASONRY WH THE WALL HEIGHT EXCEEDS 5'-O". : 7- i; � I � . I I I I I � . I . I I . I I- I I I :: I. I. I '� I I i - � I. I 1, I I � MASONRY STEMWALLS: ALL CONCRETE MASON]tX 1A III"A-- A.Z.AwL . -I'm- -1111 90E, E GRADE N-1 HOLLOW CONCRETE RY UNITS WITH TYPE IS' MORTAR. WALL COURSING SHALL BE RUNNING..BONDS, STACK BOND SHALL NOT BE � . - � z . .I I I - 1 - 1/2" 11�- USED. GROUT ALL CELLS CONTAWMG. \AMTtft�Ll-'REFNFORCEMENT-VffP-3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFO NG, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR:'WALLS SHA L BE REINFORCED FULL-HEIGHT I WITH - #4 0 4"-Om O.C. MAX. AND AT EACH"CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM�OF 40BAR -I - OW OF 10d , 11 �- I F� DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. vER-ncALLY, TICAL REINF. SHALL BE INCREASED AS,�NOTED ON � 0 NAILS 0 8 O.C. 0 0 < r I I I � I I I 4 . . 1 2 PLY a 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF I>". 4 1 4 11 BEAM. 0 0 n I I 1, SIMPSON . ft ft � : . -- --I- . k I I 0 - I 2x4 BLOCKING CLAY MASONRY (BRljQ0-, I i I. , I SDWC1 5600-'-�, 1 3 PLY BEAM. N C4 04 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK. FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I 1 '� I .1 . �: I � .! SEE ROOF �� A . - --�,�, I I 0 "'.<-UA_R�MR�- -10d I I :0... I I I FRAMING -- - IF 0 � d I . 0 . < w , . �; 'i -- - I��;x *;, (1) ROW OF 10 TOENAILS ; . .1'. I 1, I .-,.�� ,, CONCRETE SPECIFICATIONSe I � I I I 1. I . EXTEND SHEATHING VERT. (4)� RO -,IA4�7- i- . NAILS 0 4" D.C. 0 1 1 " I I � . DETAILS \ ,�. ..&% 1 I 1 1 1 1 - ALL ESIGNED 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 28. DAYS L-TO TOP OF TRUSS AS SHOWN. ,_At Ln LL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING t i- "--- rl-AT C. 0 0 1 1 1 1. - �, �, & . . "I " ' EA. SIDE. f a--.J.-9 f , - I 11 I t AT HORIZONTAL JOINTS. I zp,-I-�, It a � I I - I . ! I .',", I wilaw-il I � - , I :1 ROOF SHEATHING, = �,�, 4, STUD BELOW F� :D � I . I., I L_ 1 . '��'�ROWS 12d �� (2) ROW OF 1 Od I I , ��,' , GENERAL NOTES* I j � .4 � �I I I I - ,; I SPECIFICAT(ONqs-'BEL I OW. I I -lill,-L NAILS 0 4" D.C. -1--�� LOWER TO 4-10d I i , �, I ''I L� 11 11-off AT 12" O.C. I ; J .. i HEEL 1 PLATE AT BREAK OVER LAP DOUBLE OTI Sm q I -, : � i PRE-ENGINEERED WOOD EA. SIDE. ' 'i� . TOP PLATES < 0 FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION R�EPORT IS RECOMMENDED TO V''E-:P'IF'Y SUITABLE 2x SPF BLOCKING ROOF TRUSSES. a WALL INTERSEQ-nON SUBSURFACE CONDITIONS, IF THE F007ING ELEVA11ONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY),SOILS. SOIL COMPACtION AND FILL I . 2iffi POS VI r . RIPPED TO,FIT- T CONDITIONS I ! � SHALL BE COMPACTED TO A MIN. OF 95X MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ; . .1 �WITHI GAP SHOWN R f -- , .,.' i '' , � a I � Uj , , "; I i I I I .4 � . I I . : I I . I I I I . I C 11 I - - - FOUNDA71ON PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS. STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE F001ING DIMENSIONS, AW,,�-OCATION FROM TiiIE ,; 1. - - " 0 FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN. BUT BY DIMENSIONS PROVIDED ON FOUNDATION PL -I,: , I ,, L SIMPSON � � I L 1� 16 f - 0 1 ',�' " AN. IF FOO;T`I�G SIZE OR LOCATION IS NOT I . � . : , -11 - (3)ROWS OF 5" (3)ROWS OF 6-Y4 �11 0 z 1 - .� , L ., � I ,! I �'t � 1* TRUSSLOK TRUSSLOK 1, - I �, I � . - DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I I - , I I � 1, . SDWC1 5600 -11;q ENGINEERED WOOD ENGINEERED WOOD I m F. N . . e � - - .1 . � '. � - , , , I 0 . '' I �i 6 I SEE ROOF kk FASTENERS 0 24"o.c FASTENERS 0 24"o.c . V"""'11,11IIIIIIIIIII UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3* IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 4� 48" O.C. OR ROU, CHAIRS. FRAMING AS SHOWN AS SHOWN - 6 - . 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,'L WH---,RE PERMITTED, SHALL BE 48 PLAN FOR ..r- � SIMPSON . 1. . . CORNER WALL INTERSECTION ! I 'Ll - - BAR DIAMETERS � . ,� 11 ; � I DETAILS SDWC1 5600 . I . I .� SHEATHING MAY CONDITIONS COND17IONS . I I � I I I I . �7 . SIMPSON TERI INATE AT SIMPSON SEE ROOF IIIIIIIIIIIIII1,111,11111 2 CONCRETE LAaS ON GRADE: I - I �, I 11 L _/ FRAMING 3-PLY 4-PLY - � VE 4TION OF SUBTERR i ANEA SDWC1 5600 TOP OF DBL. SDWC1 5600 NOTES: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR, PRE ,N � SEE NOTE 1 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS L " SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I 1, � SEEL NOTE 1 DETAILS 14" LVL AND GREATER TERMITES. SAWCUTS* FOR CONTROLLED CRACKING CUT A 1 - I I I - 2. ""'"' DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VER11CAL 0 0 . I . . TYPICAL CONNECTION �. 3. 0 NCHOR, SEE SCHEDULE -,.1, 5W < HEEL < 1'_O" 4, WOOD FRAMING SPECIFICATIONSw I. C . NOTES: . 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR I : 1. TYP. CONNECTION AT STUD COLUMNS, i 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENEFkS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: � , JACK-TO-KING ASSEMBLIES. CORNER POST, ETC. I OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD SOWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 2. H2.5T MAY BE SUBSTIT)TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T I TION TO (2) PLYS i FRAMED WALL CORNER AND PRE-ENGINEERED WOOD TRUSSES* I AT TOP PLATE TO STU[, SPACE 0 48" O.C. IN ADDI � 1-1k,��NNNINNINN""--`N""""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 INSTAL-ED AT ALL TRUSSES AS ROOF TRUSS CONNECTION -14, 11 INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACIPIG'PER 'COMMENTARY AND . r7**N , L BUILT-UP MEMBER FASTENING � INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.0 AT.MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS$ WHEN USING (2) STRAPS ON q t. 1 � :.1 I 1 . � . SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I I i� 11 \I�-O . I I I I , . : � KING STUD TO TOP PLATE: ; !, � 1 i �- �-:�, !. . � DESIGN I I . 1. I ROOF COVERING SPECIFICATION& I SDWC1 5600 SCREW. '. SDWC SCREW m , I I ASTENING: � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA�TURER'S REQUIREMENTS. CLAY . � I NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED-, TOP PLATE TO HEADER FASTENING: � ENDS OR OPENINGS LESS � E INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTUP4:R*S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM,E1514,,AND,-,BE,,INSTALLED I : , FOR GABLE ENDS. -SEE DETAIL AT RIGHT. NOT REQUIRED TERIA �.,� " I � 2& ' I I I �L ] � ' . I THAN 4'-6" � . . I I ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DES�IIGNI AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLAIE: ' I , FOR GABLE ENDS. : I I . - 1.� - 17 .1 � 1� I . I 5 . - -1 , r I , '' IL k I : TOP PLATE TO HEADER FASTENING: 1. - I -1 WATERPROOFING: � � � I � . NOT REQUIRED AT GABLE- AIL AT RIGHT. NOT REQUIRED I I� I I - . / - AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. �� INNANNINNINNIN � � ENDS OR OPENINGS LESS FOR GABLE ENDS. I 1. I 1, 1-1 �I . � =====F= I q j . . " .1 I I -1 THAN 4'-6" \ I (::,) - 1: 0 11 I � I ENERAL I - - m . - . i� 1. -1�I , WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AN' D' ,ABBRLE:-\V/IATIONS .KING &,JACK F -I 1 PLATE TO HEADER- , �- , I 11 SDWC SCREW 0- CONNECTION . 1 ,� I - TYPE FASTENER LINTEL DIMENSION MIN. BRG.f MAX. SPAN INTERIOR LOAD BEARING WALL r�71 BUILT-UP POST IN THE WALL STUDS SEE PLAN- 0.. !% .. I , I KING & JACK_/ --L I' ll 1 24* O.C. NOTES , - . k 1, L2sl � I . I, . 1, I I I . I ...) �,� (2)12d TOE HEAD QR SILL - J-11i - . TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. -NAILS E.E. \ DO NOT SCALE DIMENSIONS FROM L3'/,x 3 1/,x 1/4 . . 4" W-O"I --�--� GABLE X-BRACE, SEE DETAIL 1OaO,1 - , H kD QR SILL THESE DRAWINGS.IF A DIMENSION IS I , (MIN) SCHEDULE 11 ,.�_ V 11 11 11 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L 40/2 w x 1/4 6 � 80-010 1 H6-t/2- �ME�DER SIZE,-JACK AND KING STUD � I�LATES SEE r ARCHITECTURAL DRAWINGS OR o - SCHEDULE DESIGNATES SHEARWALL. THE I � ,,ITY. ROUGH OPN'G, SEE ARCH I � I I � . . , DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 6w � I 16-0" -- HIDDEN LINE DESIGNATES SIDE br�' ' �r7ANT � HEAD OR SILL KING STUD TO FRAMING BELOW: I TRUSS TO PLATE: \-��LNIIII,III.� RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- L5x3'/2"X'/4 1 WALL THE SHEARWALL SHEATHING , . � I�, 1: I I . � I �. I I \ -w- CS18 STRAP w/6-10dxivo I I RG N'G, SEE ARCH SDWC SCREW � I Sw �'�, , 411!�!!�!��!��!��!�� - I .: I I I I I L6x3'/2"X'/4 6- � 120-0" TO BE APPLIED. 8d 0 3/6 ;I . .11, SCHEDULE NAILS EACH END. STRAP PLAN NAME - I NAILING: -- - - I - CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 30 KING STUD TO BOTTOM PLATE -;�Z,�I111, - " 61* ,I 8d03"/6" , ATTACHMENT CAN BE INTERIOR OR ��,�I111, CARIBBEAN 1-701/2 X1/4 - 160-0" 1 O.C. EDGE & 6" O.C. "IN THE I CONNECTON: , IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. I-- - ) I � 36" . � DESIGN/DRAWN/CHECKED I CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION - - . A PLATE TO HEADER- , ! IIIIIIIIIIIIIIIIIIII - - I CS - I RESISTANT COATING OF EPDXY BASED �- w BRICK ADJ - ADJACENT LG - Long SPECIFIEDNOT REQUIRED AT -.1 - JACK TRUSSES LESS i i / BME3/LAP TOE NAIL (2-16d) 3-GUN NAILS VENEER MANUF - Manufacture GABLE. ENDS OR 2-STORY I 11 I -F.. . - CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS I 1. STEEL LINTELS TO BE MINIMAL -0 RELD" , MIT IF - STRAP NOT REQUIRED AT THE-\ SHEARWALL HOLD DOWN IS--� FOLLOWING: GABLE ENDS OR JOIST/TRUSS TO PLATE PAINT. - : I THAN 8' OR OPENINGS LESS ... . DATE - RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS � II--WEATHER MONO-- Monolithic, 11 �, WALLS -- , THAN 3'-600 1.1 .. 11 H 24* O.C. 2X4 WALL , � BARRIER BRG - BEARING OC - On Center . 08.04.16 2. LINTEL MORE THAN 8'-O*. SHOULD 11 RY UNIT OSB - Oriented Strand Board I � ! II HEADER FASTENING SECTION I - JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS � � I RTED NOT TO � -- SCALE PERP - Perpendicular A I I . 11 ri�I . I : -- . ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. DIA - DIAMETER PRE ENG - Pre Engineered I .. - ..I . i . �J.� .,.'-,,. . :. I #. . 4 . - . �� RAMING BELOW: SCREWS INTO HEADER PROVIDE A 1/20 LINTEL PSF - Pcunds per Square Foot '', 1. . I., �Ii. - ... A.-- ,jj:� '. . - .. Z 11 11 11 I CS18 STRAP W/6-1ODX1)j" - ... � ' . . ..44,-* . . . .. 1�.., . CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT . . . . t . . .4 F FILE CO I VERTICAL SLOTTED HOLE FOR SCREW. .. PSI - Po inds per Square Inch . -. , ; 1. . , ,� - 's � '4, *�, . , � .., - '.., .. o, I I . LPA No. . . . . � . - . NAILS EACH END. STRAP ATTACHMENT CAN BE I .. STUD OR 2X`IQ�� - 11 I I -JL- INTERIOR OR EXTERIOR SIDE OF WALL. TOLL , SEE NOTE 2 QT - Qui* Tie I � I/ - ---- � j BLOCKING FASTEN';-� I CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT. EOR - ENGINEER OF RECORD , . PT7 PRESSURE-I TREATE�D, I SOLE PLATE CONNECTOR SOLE PLATE ANCHOR 0 2X10, � '**,N� -16-00522 TOE NAIL (3-16d) 4-GUN NAILS � . STRAPPING NOT REQUIRED . - t SrRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. HORIZONTAL TIES 0 24" D.C.. VERT. EXT - EXTERIOR REINF - teinforce �L- W/8-10d COMMONS' GABLE ENDS OR . FACE NAIL TIES 0 12" D.C.. (FOR 110mph FLASHING FBC - FLORIDA BUILDING CODE ,SF -, SqL ore. Foot � LOCATED WITHIN 6" OF) AT LOWER LEVEL HEADERS-'0Z -,, f, .1 JOIST/BLOCKING i ,(16d 0 16") GUN NAIL 0 8" HEADER '.� STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN -- �A JACK TRU 3930 FDN - FOUNDATION I 1. SPF -Sorjc;,e Pine Fur � 1-4- R CODE COMPLIANCE � - WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLA� �� I I HOLD DOWN IS SPECIFIED t, THAN 8' 0 1 NAIL SPECIFICATIONS ATHIN L.-BRICK LINTEL, 'SYP - S(uthern Yellow Pine SINGLE STORY I 4 SHEET 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK AT ALL OPENINGS SPACE TIES V FTG - FOOTING THRU - hrough -I 11 (STACKED WIND � THAN X-6" ATLAfff1C BEACH I �'., 1 12" OF OPENINGS. PROVIDE3/j,s*0 WEEP I TYP _ T) ical . --� TYPICAL HEADER STRAPPING 4 NSTACKED WNDOWS) $4, E PE � fc)k .11 . I I I . 2"x0.113"O =- 6d 2'/2"xO.131*0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE HORIZ - HORIZONTAL � UON -;-,U 14ts Otherwise'Noted t 8 - -I- � R", " 4OPMONAL I F70 � I I I I �111111 0i,I I 0 N I I . � -ME A == =#31 \\\", j L � \ HV `0 ,V�oe" A R C ��"" T A , :D'E R R S aln OPT r.17 kll.�� Tt rrF- -�� I // A I . - .- . .1 4 +! I 1. 'i- . 1 4 . . � 11 . 4 i -1 LL A JNG -\ I � r V T I \I I I - I F I I I I - - I -.i .i` '.'�`-- -11, A M' _ E _ . . .0 ;NG r �� 1-� r I- I .1 � . I I ." � 1, . �. - - IN 11EME mc?*C) I . I ---1..L- � - ,3"x0.148"O = 10d ,3'/2"xO.162"0 = 16d FLASHING. OF BRICK LINTEL VERT -�-` rtical ' V0.0j, . . NS Soso \, V/2%0.148*0 = 10dxl'/2" 11/2"xO.131"O = 8dx11/2" WWF - Ided Wire Fabric %-..� I �o ".. -- ------- I I- I I - I m- f7l��IDDA -- -�//,,A \,IINNN.Na�� I . 1 � � . . - .1 � � � . . I = . IIIIIIIIIIIIIIIIIIIIIIII I � . 1. . 1 I . I . 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER FASTENED TO TOP- PLATE w/ 1 Od 0 4" O.C. PLATE W/ 1 Od 0 3* 0.C WALL SHEATHING 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16 ___N_NAILS AT EA. FRAMING INTERSECTION. 60p BLOCKING ONLY REQUIRED DBL. TOP M NOTCH HEADER I (MIN. OF 6-16d BETWEEN EACH TRUSS) AX AT SHEARWALLS AND PLATE BELOW TOP PLATE STUCCO FINISH r Lou Pontigo and 5-8d COM P RCH SHEATHING, HEADER EACH SIDE S E SPECIFICATIONS Associates, Inc. I PORCH 16d COMMONS OF SPLICE 16d COMMONS B LOW 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS HEADER, 0 80 O.C. SHEATHING SPLICE 0 8" O.C. 00. PERPENDICULAR TRUSS 420 Osceola Avenue 24" O.C. BETWEEN OUTER WALL- SEE PLAN. PORCH PARALLE HEADER & SUPPORT & FIRST INTERIOR TRUSS. NAIL K FULL HEIGHT DETAIL 8 CONT. RIBBON CONT. RIBBON -4- TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z jax. Beach, Florida 32250 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDI ULAR STRAPS BOARD (TYP) It BOARD (TYP) 3" D.C. C HOLD DOWN AT MIN. (2)2X4 WOOD Ph.242-0908 Fax.241-9557 (TYP) - TO WALL BASE OF POST FL:CA# 8344 SC:CA#3579 BELOW. & (1) ADJ. EACH SIDE FLOOR 4-L TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS- TRUSSES-\ TRUSSES 44---N 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w/1 1- POIST 4x4 POST:ABU44 24" 16 GUAGE SHEATHING SPLICE DIAGONAL -4,- STUD WALL FRAMING 1 Odx%" EA. END BEL.OW STRAP w/1 1- 6x6 POST.-ABU66 FASTEN EA. 1 Odxlr EA. END LSTA1 2 FOLDED OVER TOP DOUBLE TOP PLATE 8d COMMON WIRE NAILS AT SHEATHING EDGE END W/ PLATE w/5-10d NAILS _y4" OSB or PLYWOOD PORCH. CONTINUOUS OVER- 3-10d COMMONS INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. RIM BOARD Y4" PORCH HEADER, 10 p SLAB \,\CE ----Nz- SHORTER THAN SEE PLAN-\ 60PHEADER NAILS INTO BEAM. SPACE ------ 91 , I MAX .41 HTS16 0 48" O.C. OMIT IF WALL WALL FRAMIN WALL FRAM IZTA24 R SHEATHING IS INSTALLED G FLOOR SYSTEM. ALIGN CEILING WALL FRAMING 13TRAPS VERTICAL JOINTS WITH LINE OD No. 7146 SHEATI-LING SPLICE WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM ROOF TRUSS OR JOIST JOINTS INSTALL FLOOR TO 10,A\ FOR PERPENDIC BLOCKING ONLY REQUIRED FLOOR STRAPPING ER PLAN \AE PLAN \AEW OF ELEVATION VIEW OF ULAR -8d COM P \-TRUSS CONNECTION 'o.. 5 -G 8 T(` PORCHHEADER PORCH HEADER STUCCO FINISH AT POST AT POST NAILS CON11NUOUS 2x6 SYP#2 A-- AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 LIN SEE DETAIL B ABOVE OF !m 11 h c OF SPLICE FULL HEIGHT I I LEDGER FASTEN WITH OPTION 1 gone* 0 2Z 5-0.1310" EA. STUD. OVER LAP SHE BOA Q ;�Mln^fkj APA: ' 11M FLOOR TRUSS PARALLEL POR SkEAi1HING, SPECIFICATIONS* ANCHOR OR DTT: HOLDDOWN AT MIN. (2)2x4 WOOD GYPSUM (WA TER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST 2 NOTE 1: BELOW. & (1) ADJ. PARALL L TRUSS OR op-nON 8 E 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. TO PORCH HEADER. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED 3/s (OR GREATER OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Christopher j Sabourin PE FL PE#71461 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2� .TYPICAL PORCH FRAMING DETAILS tl�TYPICAL PORCH BEAM CONNECTION WjEN 4 WALL ADJ. TO ROOF CONNECTION V0.1 j wo SEE CONSTRUCTION SPECIFICATIONS FOR ROOF ............ I.AzOl SO.1 AN WALL SHEATHING AND STUD FRAMING. REVISIIONS DATE 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 BOT. CHORD w/ 0.1310" 0 3" O.C. 2-SIMPSON H2.5T. -i- -?- -4- -4- -4- -4- -""*N 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING wl 8d 0 3" O.C. ROOF B FIELD ALTERATION O.C. FASTENED TO TOP_- ,�ROOF TRUSS. TRUSS. SDWC 15600 it-----------t ------t CONTRACTOR SHALL CONTACT LOU PLATE w/ 4-0.1310- 111/4 SHEATHING FASTENED TO ----------4 PCy4MO fi ASSOCIATES PRIOR TO 0 32" 0.C. COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS U MODIFICATIONS VA-#CH MAY VARY OF:THE ORIGINAL X. SHEARWALL CONSTRUCTION DOCUMENTS.ANY FASTEN CATS EACH END w/j7_ SYP#2 CONT. ATTACH OSE3 WALL L FIELD ALTERNATIONS MADE PRIOR TO TOP PLATE AND TRUSS SHEATHING OB D o BEING APPROVED BY LOU PONTIGO h 3-0.1310" COMMON TOE NAILS all ASSOCIATES MAY RESULT IN w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEEFdNG OR 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ LL OR INSPECTION FEES. SHEARWA SHEARWALL - + EXTERIOR WALL SW 8030"ZIS" S 8d@301 Z61' ALTERNATE A. ALTERNATE B ALTERNATE Q ALTERNATE G PERFOR. TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT- STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT up 70 LOWER STUDS UPPER M LOWER STUDS STRAPS WHEN FULL HEIGHT- POST BELOW NTH 2-CS16 OSB DIAPHRbGM FASTEN ROOF FLOOR D 1 Od 04"O.C. SW 8d*,3 (2) CS1 8 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT TO NAILER w/ (1) ROW 8d TRUSS. I - -FLOOR ANCHORS ARE NOT USED z 0 3" O.C. FASTEN TO TOP-- 2x4 SPF#2 CONTINUOUS 2:& TRUSS. END STUDS 70 FOUNDATION END STUDS M FOUNDA11ON 7/1 LEDGER FASTENED _5W 8d03/6: HTT5 OR HDU5 75W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION PLATE wl (2) ROWS g- OSE3 TRUSS WEBS WITH— /^- SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION LD OF 8d 0 3* O.C. BLOCKING w/3-0.131 x3* SHEARWALL NOTES: UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR 2x4 SP PANNEL FLOOR COMMON. 1. A- ROOF TRUSS, TEE SCHE__DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS1 8 0 32" O.C. TO TRUSS BOT. CHORD w/ CHOOSE A,B,C,D, OR G. 1. PROVIDE 346" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. (2) ROWS 0.1310" 0 3" O.C. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. B SEE PLAN B SEE PLAN 3-0.131x3m NAILS 0 6" O.C. FASTENED TO TOP (1)MSTA24 STRAPS C: (2)CS1 6 STRAPS PLATE w/ 4-0.1310".- AT EXTERIOR WALLS INTERIOR 2. U3E ALTERNATE A. C SW-2A+i SHEARWALL. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FUH HGT THREADED ROD SEE PLAN D FULL' HGT THREADED ROD SEE PLAN -4 SHEARWALL OR COMMON. ENDI 4G BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS TRUSSES. V EXTERIOR WALL ALTERNATE Q ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SIN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE F 3. U13E ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O ATTACHMFUL--JI AC r5 SHEARWALL ATT 6� TYPICAL SHEARWALL ELEVATION 04M 7 HEADER TIE DOWN PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END P 0 OSTS. ' WHEN NOTED ON PLAN SOA THIS DETAIL ONLY APPLIES 0 Uj 8d COMMON NAILS L 4-12d TOI MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" O.C.(TYP)7, ROOF NAILS (TY3.) [2x4 SYP#2 OUTLOOKERS SINGLE OWNG NOTES AND CAMONS un 2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT EACH END w/3-10d- m OR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS H3 QR H2.5T HURRICANE CUP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW OUTLOOKER TO TRUSS. (UON) w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRA R ROOF SHEATHING COMMONS 4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER TED TRUSS ENGINEER. S1 2X6 3.)PERMANENT PERMANENT BRACING 00 ROOF TRUS ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS Ll PROVIDE 1x4 SYP#3 OR BETTER SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP 0 T-BRACE FASTENED TO BOTTOM CHORD BRACING BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE 0 1.1 GABLE END TRUSS. 11N WEB w/ 12d 0 6*0.C. PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOLIBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". CHORDS AND ATTACHED TO EACH ALT, TO BOTH H3 ABOVE 'FASTEN w/10d COMMONS T-BRACE TO BE THE PRODIDE MTS1 2 LESS THAN 4'-0" 1-1 TRUS WITH 2-8d COMMON NAILS. AT 11 SAME SIZE, SPECIES, VER71CAL VERTICAL QR CS1 6 DIRECTLY 0 6m ON-CENTER_ 2X4 #2 SYP BLOCK 0 EACH ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING GABLE BRACE. FASTEN EACH CON11NUOUS LATERAL BRACING, SEE AND GRADE AS WEB 0-775 2x6 w/ 5-0.1310" AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS 1850-2345 2x8 w/ 6-/4"Ox6" SDS SCREWS I I (APPROXIMATELY 45%) TO THE 0 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"Ox6w SDS SCREWS LOCATION. F_ MORE THAN (1) LATERAL--// N EXTERIOR PERPENDICULAR 1251-1540 2x1O w/ 10-0.1310" BLOCK TO DBL TOP BRACE IS NEEDED. OVERLAP BRACE 1*1 WALL BETWEEN EACH LINE OF BRACING 1540-1850 202 w/ 12-0.1310" PLT W/ 2-H2.5T 11�5 S SHOWN. TO FORM A ZIGZAG PATTERN ALL U CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL TOP PLATE BOTTOM CHORD BRACING PROVIDE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 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 LSTA12 0 48- O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. VMEN 8 WHEN GA SDWC15600 0 36" O.C. OMIT IF TYPICAL LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS BLE END BRACING PERMANENT TRUSS BRACING A VMEN rio SHEATHING OVERLAPS GABLE 12" MIN ri So., TRUSS TO LEDGER CONNECT10N BY TRUSS 0 SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES:' 1. SPACE GABLE END BRACING @ 4'-6" MAX. F 11 A MING ENGINEER. NOT SHOWN FOR CLARITY 1\1�_i I I'll . \1�1 SCALE: 3/4" V-10" MIN 2 PLY STJ MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS ;D" ITS ACCEPTABLE ITS ACCEPTABLE DETAILS GIRDER TRUSS TO SISTER A 4p 1 X I TO SISTER A OR BEAM GIRDER TRUSS WASHER - a FULL HEIGHT PLAN i� -i , .. .1 MIN 2 PLY 36* LONG STUD 36* LONG STUD olo_� - ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS OR BEAM L -4-1 @ 4 STUD FASTEN w/12-i. FASTEN w/12- FOLD OVER TOP PLATE (2)MSTA24 STRAPS ANCHORING SYSTEM: THE THREADED ROD ANCHORING 0.1310" GUN 0.1310" GUN NAILS DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %70 A307 THREADED FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS1 2 SOLE 't (2)MTS12 FULL HT. ANCHOR FASTEN w/18-10d HDU5. FASTEN UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0 ANCHOR A S FOUNDATION AND TO THE UPPERMOST PLATE AT THE -CONNECTOR i DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SIMPSON DTT2Zi .1 J DO NOT SCALE DIMENSIONS FROM SEE PLAN THESE DRAVANGS.IF A DIMENSION IS PLATE T w/8 �'x%" TOP PLATE. PROVIDE A 2"X 2*x W STEEL WASHER. UNCLEAR REFERTO THE WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS TIGHTENED NUT. (rtP.) OR POST. THREADS TO EXTEND ABOVE o. SIMPSON ARCHITECTURAL DRA%MNG5 OR FULL HEIGHT FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD \-(2)H2.5T T CONTACT THE E.o.R_ ROD FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS. STUD MINIMUM J� JHREADED D WITHIN 6" OF THREADED ROD PROVIDE A HOLE IN THE PLATE 3C LARGER THAN THE MINIMUM 2 PLY-\ EP6XIED 4 MI OR GIRDER (SEE PLAN) ELEVA110N AT 2ND STORY THREADED AT 2ND STORY SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS /r-COUPLER TIGHT Xx6" TITEN HD STUDS PROVIDE ROD EPDXIED STUD STUDS PROVIDE (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 0 -.0 CARIBBEAN STEEL COUPLER i ! AGAINST PLATE r THREADED ROD SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD 2 PLY PLAN NAME 1 2 CS1 8 STRAPS i 1 1 CS1 8 STRAPS 7.5" MIN El -_I.- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE MIN OR (OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS EPDXIED 4 AT BASE OF STUDS DESIGN/DRAWN/CHECKED ANCHOR TITEN HD AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE 0 I(FLOOR TO FLO�OR) px6" TITEN HD AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 0 RODS THD37634RC (%"x6Y4") MINIMUM EFLOOR TO FLOOR) 11 CS BMB/LAP AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. DATE 2 PLY HOLD DOWN SEE PL0 7HE NUT AIM TW UPPEUNT PLATE SIMIL K SIMPSON DTT2Z STUD FULL HEIGHT ANCHOR INSTALLA11ON CHART SIMM OVIIER W WASM M A SNUG-TIGHT /-%7 ROD = DTT2Z 08.04.16 FLOOR CON017M PLUS ONE-HALF 7URN OF A STANDARD )4"XlV HTT5 ROD = HTT5 FRAMING 1111RENCH (APPROXIMA11MY 30 FT.-UK OF TORQUE). SDS SCREWS BUILT-UP POST,- -UPPOST, SCALE BUILT THREADED , DUE 70 SHRIKAGE AND COMPRESSION OF BuILOW SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT rw/8 -4 ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS 94ALL RE-71017EN NUT 70 30 THREADED ROD-- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE Fr-M OF TORQUE AFTOt ALL TRADES ARE LPA No. SEE PLAN COMPLEIIE AND PRM 70 PSULATKK PER PLAN. 3/8 '/2"0 V2"0 2x2x'/s" 4* 4" 2" 1 3w Ff'�IWE CV� TOLL-1 6-00522 3x3x/4" 7.5" 12" 2)f 13 3 EPDXY ANCHORING: ALL THREADED RODS SHALL BE EMBEDMENT 5/8 /4"0 - HTT5 or HDU5 QTT2Z LTT20B DEPTH(g) DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION CONTROL No. MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ANCHOR REQUIREMENTS 3930 FULL HEIGHT ROD, FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL WALL SECTION THREADED ROD INSTALLATION CHART SHEET % LL HEIGHT ROD ALTERNATE ATTi&,,CHMENT�` rl 4*N FULL HEIGHT THREADED ROD OLD DOWN ATTACHMENT DETAIL FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM r13 5� H y*'o"�Nl 6 GIRD rVMjEN ER BEAM STRAPPING S061 5 d 8' E CH OF Sp SHEA7 9 P RCI STE It B LOV iNI OD Alm R SEE AND V THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Z2�/U�S_0-1 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL * ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OFROUGH TOP OF ROUGH OPENING NG GARAGE 5/."0 THREADED ROD . . .. . . . . . . . . . . . HEADER . . . . . . . . . . . . . . . . w/3x3x1/4" PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. —;—/�— FULL HEIGHT . . .. . . . . . . . . . . . . THREADED RCID--�,�" HEADER AT PACK NTH 2—ROWS OF 16d (ONE IN SIDE . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -"-N I - . . - .e Lou Pontigo and TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . WALL) - MAX OPENING Associates, Inc. 2)20ga STRAPS HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO —EXTEND HEADER TO .I' (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO T FAR SIDE OF WALL FAR SIDE OF WALL 420 Osceola Avenue H TT5 W/ STUD PACK, PER GARAGE DOOR Qx6 POST AS SHOWN. w I (2)2x6 —(2)2x6 S If 2 AS SHOWN. 0 Jax. Beach, Florida 32250 (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS EPDXIED 12" Ph.242-0908 Fax.241-9557 6 6 4'—Oa`x4'—O" PIECE OF WALL AND (1) 4'—O"x4'—O* PIECE OF WALL SHEATING INSTALL ATUPPER F L:CA# 8344 SC:CA#3579 KING.\ HTT5 W/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER (2)2x STUD CORNER\ THREADED ROD CORNER 1" BELOW GARAGE HEADER THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A 0 DETAIL A 0///EPDXIED 12" ON EXTERIOR STUD (TRIMED AS EPDXIED 12" AND (1) SHOWN) > 62*62 p SHOWN) KING.\ P.T. SOLE PLATE-,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS GARAGE HTT5 w/ FASTEN 1HEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS IN 3* GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING J. SOLE PLATE HTT5 W/ FLOOR IN 3" GF ID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SI LLS) TYP. own...... ANCHOR THREADED ROD .1 , P-� THREADED ROD EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. EPDXIED 12" SOLE PLATE ANCHOR GARAGE WING WALL SECTION a NQ� DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKtNG,,AT. PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS THICKENED SLAB EDGE o.71 1 1 AT GARAGE OPENING. 6x6 POST WITH ABU66 a 1-4 a %"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN S 0 C) Id W/ THREADED ROD F MIN. j; % 0(% !�� L - EPDXIED 12" -T mr NOTES: u ENT 00 TOP OF ROUGH OPENING. a* 1. ALWAYS PLACE GARAGE H'ItADER "A' ' OR 10t manage J� tVAL GARAGE WNG WALL ELEVATION Ch ri stopher j S a bou ri n P E F L P E#714 61 L V**:N GARAGE HEADER FRAMING EN 2 GARAGE PORTAL WING WALL- GARAGE WING WALL FRAMING LESS THAN 12 REVISMS DAT�E 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN T15k*�SO2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN -nON r"FIELD ALTERA CONTRACTOR SHALL CONTACT LOU PON71GO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS V"CH MAY VARY M THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ROOF SHjA' ING ER FIELD ALTERNATIONS MADE PRIOR TO TI BEING APPROVED BY LOU PONTIGO h 1 MTS12 STRAP CONSTRU ON S C's ASSOCIATES MAY RESULT IN 0 EACH RAFTER ADDITIONAL ENGINEERING OR 2x6 SYP#2 LEDGER ROOF SHEATHING PER 10d COMMONS 1/2*xlO* S.S LAG BOLT INSPECTION FEES. 0 6"0.C w/3—#Bx,3h* WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP NO.2 SCREWS 0 16*O.0 2x6 SPF#� RAFTERS 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF 0 24"o.6 TRUSS 0 24" O.C. ALIGNED wl STUDS 2x6 SYP#2 LEDGER H2.5T W/2-1/4%6" SDS�� SCREWS 10 16"o.c 2x4 SYP#2 LEDGER w/2—#8X,3h" WOOD`�' PRE—ENGINEERED 4- WALL SCREWS 0 16"O.0 5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING SHEATHING 6x6 POST SEE PLAN 12d COMMON IN. RIPPED TO FIT WIRE NAILS WITH GAP SHOWN (2)H2.5T CS18 w/7-10dxlY2" 0 4" 0.C. I.N EACH END 0 48" 1—H2.5T 0 2x4 SPF#2 JOISTS 44 HORfZONTAL LEG STAGGERED EACH JOIST ALIGNED w/ RAFTERS SOFFIT, SEE O.C. STRAP CAN BE ARCH. INSTALLED EITHER 3-10d TOENAILS I %"xB* LAG SCREW. EACH SIDE RECESSED FACE OFSTUD 6d CS18 w/7-10dxlh" wage EACH END 0 48" O.C. STRAP CAN BE ARCHITECTURAL 4x4 DIAGONAL DOUBLE-/f 1x4 P.T. SYP INSTALLED EITHER BRACKET TOP PLATE FACE OF STUD U WALL FRAMING Vx8" LAG SCREW FASCIA FLOOR FLOOR 8d 0 3 FLOOR SEE PLAN 4L`� RECESSED TRUSSES TRUSSES TRUSSES SHEATHING MAY OR JOIST. OR JOIST. OR JOIST. 44 VERTICAL TERMINATE AT TOP OF DBL. TOP PLATE. OPTION 8 BEAM SEE ALL EXPOSED METAL ALL EXPOSED METAL OPTION A OVERLAP PLAN CONNECTORS AND CONNECTORS AND STRAPPING SHEATHING 0P330N Q 0 FASTENERS SHALL FASTENERS SHALL DROPPED BEAM BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAIL DETAIL /0--4� SHEDROOF BRACKET DETAIL SHEDROOF BRACKET DETAIL /*006� WH 7 WALL STRAPPING OVER BEAM Uj 0/ SCALE: 3/4* 1'-0" \Z2- 0 .�.2 2j .2 SCALE: 3/4" V-0" 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN V) TRUSS BOT. CHORD TO GABLE TRUSS PER GABLE BRACING TRUSS PLAN w/8d 0 12" O.C. 00 Uj FASTEN "TOP CHORD" z GABLE BRACE TRUSS TO WALL w/8d 0 6* O.C. FASTEN GABLE BRACING KING STUD TO TOP P Al=- 40 BELOW TRUSS TO WALL wAlO)8d SDWCI 5600 SCREW. EA. END 0 4 0 0 4 4 STUD TO SDWC1 560CI SCREW. 0 32m O.C. STUD M STUD TO TOP PLATE* 0 SDWC1 5600 SCREW. SDWC1 5600 SC Ew.— I I I I I I I 1 11 4 11 . 11 t 4-12d TOE r 0 32" O.C. 0 32* O.C. ROOF NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS STUDS TO TOP PLATE STUD M BOT PLATE* TRUSS 0 24" O.C. BOT PLATE TRUSS SDIWC1 5600 SCREW. H3 OR H2.5T HURRICANE CLIP 0 EA. Y;'x4h" L G SCREW 0 32" O.C. OUTLOOKER TO TRUSS. MISC HEADER TO JA WITH ROUN WASHER 1—MSTA24 AT EACH FLO R TRUSS FDA F\/-%MING - ---------- DETAILS BOT PLATE TO FRAMINC ROT PLATE M FRAMING_ BELOW CS180 32w O.C. WALL SHEATHING UP BELOW CS180 32w O.C. STUD M SOT PLATE: GABLE END TRUSS. BOT PLATE "MUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. Y;'x 4h" L G SCREW 0 32" 0.C. r I I I ri I I DO NOT SCALE DIMENSIONS FROM WITH ROUN WASHER ------- ------------ ----- AT EACH FLO R TRUSS UNC AR REFER TO THE ARCHITECTURAL DRAV44GS OR GABLE BRACING TRUSS CONTACT THE E.O.R. —----- "77-77" TO WALL, SEE E ECTION A—A P LA CARIBBEAN 0.13lx3m TOE NAILS 0 8*0.C. DESIGN/DRAWN/CHECKED FROM BOT. CHORD OF TRUSS PF Hill II TO DBL. TOP PLATE CS / BMB/LAP TRUSS OR BEAM PARALLEL TO WALL ABOVE TR SS BOT. CHORD TO GABLE DATE BRA G TRUSS w/8d 0 12* O.C. LSTA12 0 48- D.C. OR DBL TOP PLT 08.04.16 TO GABLE TRUSS BOTTOM CHORD W/ SCALE WALL STRAPPING DETAIL WALL STRAPPING DETAIL GABLE EN BRACING SDWC15600 0 36" O.C. OMIT IF "*:N 8 WALL STRAPPING DETAIL WEN 9 rl 2 SHEATHING OVERLAPS GABLE 12" MIN AS NOTED 0 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN -�2 DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. TOLL-16-00522 CONTROL No. 3930 SHEET F!ILL� COPY S002 Lt/ f6 MX 46 FT T Lr SHEET 3 OF 9 OIL"- SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL j DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 top, NFO *V\C,E INS go & MONO FOOTING TO STEMWALL MONO FODTING TO SlEl N 1 w/ 2-#5x3O" DOWELS w/ 2-#5K30 DOWEL"'>* 3 ( 2 S1.01 EPDXIED 6" MIN (TYP.). < S1.01 EPDXIED 6" MIN (TYP S1.01 F-I g, AD.- I 7 STAI - OF A% 00 5Q . OR I eggnog -------------------------- ONA11. �Si.01) Christopher ) Sabourin PE FL PE#71461 �1 01 Cn > 0, REVISIONS "DA� 10 1 1 , — - F00 8 - 0 0') C'I 7 S1.01 r6 S1.01 SAWCUT F2.5 0 I/�FiELD ALTERATION 0 0 6$_0 CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO \7 MAKING ANY STRUCTURAL FIELD C 1^OB MODIFICATIONS NA"CH MAY VARY \,S1.01 OF THE ORIGINAL CONSTRU DOCUMENTS.ANY FIELD ALTEMNATIONS MADE PRIOR To __Lj_ BEING APPROVED BY LOU PONTIGO ft _T _r ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 16"-4 6 1.01 9 _j U-) S1.01 ^3 L -01 xx4xxxx V L9 F99TING TO STEMWALL F2.5 6 V) Lwl 2-#5x3O" DOWELS S1.01, PROVIDE 2-#4x4 P-0 Uj EPDXIED 6" MIN (TYP.). CORNER CRACK BAR MONO FOOTING T 0 STEMWALL AT SLAB MID-DEPTH. PAVERS STEPS BY BUILDER. w/ 2-#5x3O 31P DOWELS _j BY OTHERS S1.01 S1.01 EPDXIED 6" MIN (TYP.). LU 4" CONCRETE SLAB w/ FIBERMESH @ 1.lr'-) LBS/CU.YD,. 4 PAVERS OF CONCR TE O,R 6x6 W1.44' '174 �Si.01/ BY OTHERS WWF ON 61AIL V' POR BARRIER n IN PREPARED G , A' DE. MCNO FOOTING TO STEMWALL w/ 2-#5x3O" DOWELS- \�L_0)1 STEPS BY BUILDER. LIJ EPDXIED 6" MIN (TYP.). LA MONO FOOTING TO STEMWALL 16x16 PILASTER BUILT INTEGRALLY w/STEMWALL. T/PILASTER = F.F.E. w/ 2-#5x3O" DOWELS REINFORCE w/1-#4 AT EACH OXIED 6" MIN (TYP.). CORNER. Uj T TT__ stol 00 FOUNDATION PLAN SCALE: 1/419 1*—Oo* OUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWMs OR PLAN NAME FOOTING SCHEDULE AND NOTES CARIBBEAN DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS BMB/LAP 3—#5 EA. WAY BOT. if-090 2*—Osp 29-00# F2.0 DATE 3—#5 EA. WAY BOT. if-010 2*-69$ 2$-6#s F2.5 08.04.16 3—#5 EA. WAY BOT. i 0-09P 3*_O10 30-00P F3.0 SCALE 4—#5 EA. WAY BOT. is-090 39-13" 31-6#1 F3.5 AS NOTED i F—Olp 4—#5 EA. WAY BOT. 4*—Opf 41-01$ F4.0 LPA No. 4—#5 EA. WAY BOT, V-010 4#-6" 41-15" F4.5 I I I — TOLL-16-00522 1. THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, CONTROL No. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3930 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. CC� Dy 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 19 771 PROCTOR IN ACCORDANCE NTH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING ANCHORAGE PER AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS., PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5. CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN PERMANENT LATERAL rq_;-e_i 420 Osceola Avenue SUPPORT DETAIL. . ..Q ' .. SLAB ON GRADE, 5 1 to SLAB ON Jax. Beach, Florida 32250 V, A r -i-—————— Ph.242-0908 Fax.241-9557 SEE PLAN. GRADE, A F L:CA#8344 SC:CA#3579 SEE PLAN. —————————— __4 -7 4 GRADE OR CONC. SLAB, SEE PLAN. #4 DOWEL TO MATCH VERT. 8" CMU STEM WALL W/ -0 - SLAB 0 4", NV STEMWALL SCHEDULE STEMWALL REINFORCING (SEE SHOWER PAN SLO ES TO DRAIN, SEE ARCH N #4 VERTICAL DOWELS @ 24 O.C. GRADE PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 00 No.714 SCHEDULE) w/ 6" HOOK INTO Uj CMU REINFORCING FOOTING. LAP VERT REINFORCING SEE PLANI COURSES It 1 4 25" IF STEMWALL IS GREATER X 1 TO 6 #4 VERT. 0 48"O.C. 0 L S F THAN (3) COU RSES. A% J.; tE #4 VER S _j 7 TO 10 T. 0 24"O.C. E CONTINUOUS CONCR N 4 11 TO 12 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING Aa FOOTING 3" CLEAR NAL STEMWALLS OVER 6 COURSES TO 8"d x 16"w 0.1—STORY, w/(2)#5 CONT.' Ty P HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. r s t to p er j S a bou ri n P E REINF. BETWEEN EVERY OTHER 1 0"d x 20"w COURSE. FILL CELLS SOLID. 1OX20" F L P E#714 61 w/ 2—#5 CONT. K:)NS . .......... DATE STEMWALL FOOTING FOOTING W/ SHOWER RECESS GARAGE STEM WALL SCALE: 3/4" 1'-0" S1.01 (IF REQUIRED) \,�.O 1 (IF REQUIRED) -�01 �FIELD ALTERAT10N CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WiHICH MAY VARY FROM THE IN'TENT OF THE ORIGINAL CONS MUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO TYPICAL WALL FRAMING .4 4 BEING APPROVED BY LOU PONTIGO Ft ARCH. ASSOCIATES MAY RESULT IN AND ANCHORAGE PER ADDITIONAL ENGINEERING OR (4" MAX.) CONSTRUCTION SPECS. , EQUAL TO SLAB INSPECTION FEES. THICKNESS. 7B SLAB RECESS SLAB ON BRICK VENEER IS 1,0- GRADE, ACCEPTABLE WITHOUT SEE PLAN. WALL FRAMING I A E 0 FOOTING 4-— SIZE. < 00 W/ SLAB ON GRADE, Lin ELASTOMERIC SEALANT SEE, PLAN —2—#5 CONT. 4 WALL FRAMING X 04 1" DEEP SAWCUT Uj STEP, SEE ARCH. PLAN. -0 -.-%,,-SLAB ON GRADE, .0 r) -SLAB ON 4< -U 77 -SEE PLAN. ALT. FOOTING AT GRADE, __4 BUILDERS DISCREwTION. it 00 NOTES- SEE PLAN. 4 , 1) PROVIDE SAWCUTS TO;� CREATE 4 Uj #3 @ 48" O.0 APPROXIMATE 12' X 12' !MAX. SQ. IN: X qz ROD CIHAIR-S-: 2) SAWCUT CONC.' SLAB WITHIN 4 TO Z 12 w/(2)#5 CONT. 12 HOURS OF PLACEMENT. OPTIONAL Bit X1 6" 3 1—STORY, w/(2)#5 CONT. 2" FLAIR 1—STORY, w/(2)#5 CONT. 8"x20" 8 X160 "I" 2—STORY, w/(2)#5 CONT. 40 8"x2O#p 2—STORY, w/(2)#5 CONT. 0 n -7 w SAW CUT DETAIL BEARING AT INTERIOR --- NO. FOOTING AT STEP-DOWN LA MONOLITHIC EDGE FOOTING r5 r6 7� MO SCALE: 3/4" 1'-0" oil S1.01 -�01 \I.�-o 1 8x8 PRE—CAST LINTEL, r) w/ 1—#5 0 Uj TYPICAL WALL FRAMING AND ANCHORAGE z PER CONSTRUCTION SPECS. FLOOD VENT,—,,. (1)#5 CONTINUOUS, PROVIDE SEE NOTES ABOVE CORNE ARS TYPICAL 4- 12" HOOK INTO SLAB. — 0 0 JAMB REINF. U MATCH DOOR SLAB ON GRADE,-+- WITH, SEE ARCH. RECESS PAVER BY co SEE PLAN.--,s,,- T SLAB ON BONDBEAM w/1—#5 OTHERS GRADE SEE P AN. PAVING .11 1=1 I I I ' .' 4 - MISC --III X BY BUILDER 8" MASONRY 12"xl 2 1#5 CON T. STEM WALL w/ FRAMING ]DETAIL 10B 8" CMU STEM WALL W/ E.J. CD 1 #4 @ 48" O.C. GRADE OR CON SLAB ON #4 VERTICAL DOWELS @ 24 O.'C1 MATERIAL V XX DETAILS SLAB, SEE PLAN. FLOOD VENT NOTES: 90" BEND INTO FTG. GRADE, ABOVE THE ADJACENT GROUND LEVEL. —THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS SEE PLAN. _j I 0 % CONTINUOUS CONCRETE, 4 DO NOT SCALE DIMENSIONS FROM —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS P, " I L 1k,.. ;I 1� A.0. - "", THESE DRAVANGS.IF A DIMENSION 15 N FACTURED BY SMART VENT. SMART VENTS OR APPROVED FOOT14G' THICKENED EDGE 8)px8po UNCLEAR REFER TO THE U 113" CLEAR--� DETAIL 10A ARCHTECTURAL DRAWINGS OR EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF � TYP w/ 1—#5 CONT. (2)#5 �,CONT. 10 of x20" PLAN NAME 2" THICK x 20" WID CARIBBEAN W/ 2—#5 CONT. DESIGN/DRAWN/CHECKED CS / BMB/LAP 8 FLOOD VENT DETAIL STEM WALL ,AT APAGE DATE 9 r ��io THICKENED SLAB PO4CH STEM WALL 08.04.16 S1.01 SCALE: 3/4 1 S1.01 SCALE: 3/4" 1'-0" SCALE S1.0 \11,�-o 1 AS NOTED LPA No. TOLL-16-00522 CONTROL No. 3930 SHEET S1601 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" D.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORTHEADER. Lou Pontigo and Associates, Inc. DESIGNATES SINGLE PLY HEADER AND 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 F L:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/S0.1 X A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 ENS A307 DIAMETER THREADED No. ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 r STATE OF ROD TERMINATES AT FIRST FLOOR x;r A307 DIAMETER THREADED 00 r'_'(2)2x8-1 (2)2x8 NON-STRUCTURAL x 1 2 TOP PLATE, SEE DETAIL 12/SO.1 -40RI01�0-- F "i k, I 701 t own ..-I BRACKET BY BUILDER. 'Co 0 A N N SIMPSON HTT5 SEE DETAIL 15/S0.1 N N Christopher J S abou ri n P E (2)2x6 SPF#2 (3)2x6 SPF#2 FL PE#71461 SIMPSON DTT2Z SEE DETAIL15/S0.1 POST. < POST. FASTEN TOP OF WALL ro"�VISVNS 0 0 PER DET IL S0.1. SIMPSON LTT20B SEE DETAIL15/S0.1 Q (3)2x6 SP 2 12" LONG LIGHT GAUGE STRAP :D LSTA1 2 FASTEN TO TOP PLATE AND STUD X POST. C14 WITH 5-10d COMMONS 01-11 C%j X WALL STUD SCHEDULE 04 TRUSS FG03 ABOVE Ld PLATE STUD SIZE > I\. LOCATION to C-4 A HEIGHT & SPACING 0 11-1 m 0 3f IN /2)2x6-1 (3)2x4 SPF#2 I <I m EXTERIOR 2x4 SPF#2 0 16" D.C. rFIELD ALTERAT=ION N A� ova < MAX IN /",/./,//V/ POS)To < 10'_I 2x6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU > 0 V') X EXTERIOR N 111zzz U) 0 MAX 2x4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PPdOR TO 0 N N N I MAKNG ANY STRUCTURAL FIELD m N C%4 _Lj 10, 1 TO MODIFICATIONS VA-11CI-1 MAY VARY < N N LL_ EXTERIOR 2x6 SPF#2 0 16" O.C. FROM THE INTENT OF THE ORIGINAL N N FASTEN TOP OF WALL Cn 14'-0" I N X 0 1 V) cc 10'-0 CONSTRUCTION DOCUMENTS.ANY N N V) y INTERIOR 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIM TO N' PER DETAIL 1/S1.2. MAX BEING APPROVED BY LOU PONTIGO fi 12'-0" 2x6 SPF#2 0 16" O.C. ASSOCIATES MAY RESULT IN INTERIOR -91-Li r_.A-Ti i b tm WALL MAX 2x4 SPF#2 0 12" O.C. ADMIONAL ENGINEERING OR CIO CONT$JOUS-/ man& THRU RCOFTO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE WA..L A 3OVE. NON-STRUCTURAL 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. NN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET X to (3)2x4 SPF#2 3 1)22 65 SRF#2 BRACKET BY BUILDER. ARCHITECTURAL REQUIREMENTS. (2)2x 1 N X N POST. YELLOW PINE. POST. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN Ak 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. JWA 777= U LD O_/ (3)2xl 2 No ((2)txl 0- /1 -2�jl 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS BEAM CANTILEVERS T TOP PLATE TO TUDS: �(2),�xl 0 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. SUPPORT GABLE c1q MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 4< HUC210-2 (3)2x6 SPF 2 SHEARWALLS S[ywc 15600 -9- 19-- C. # LE PLATE 0 -4 Uj HANGER POST. \_SEE 3/S0.1 FOR BEAM 04 0 32" O.C. V_ CONN.(TYPICAL) COMBINED USE PANEL NOTES X 00 X CNN 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST %% X TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING C> SPLICE LOCATIONS FOR MULTI STORY CONDITIONS _.j N 2. SEE SHEET SO.0 FOR WALL SHEATHING L j 6x6 P.T. SPF#2 SPECIFICATIONS. 00 X POST W/ABU66. X cl 3. UPPER MOST TOP PLATE SUPPORTING ROOF 04 N MEMBERS SHALL BE STRAPPED AS SHOWN IN LL-1 E DETAIL 2/S0.1. J/ SE 1 (0 TYPICAL 3 PLACES. DETAIL 1/SO.O 0 L,r) 0 0 q J 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Ck' L 3 SO.0 Iji (2)2xl 2 (14 F1 V) BEAM CANTILEVERS TO Ln Cn GENERAL NOTES PICK UP END TRUSS. 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 00 6x6 P.T. SPF#2 X SIZES AND SPACING. AT GIRDERS AND BEAMS, U) N HU210-2 HANGER HUC210-2 (3).'m SPF#2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER POST W/ABU66. POST. 04 PLIES. Z"-HANGER %-.-, - SEE DETAIL 2/S0.1. AE2.xl 0-Z/2) Uj TYPICAL 2 PLACES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR F'.i SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 0 2/21 (2)2x6-1/1 BEAM CANTILEVERS T 3)21xl 0- PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES SUPPORT GABLE TOGETHER PER DETAIL 6/SO.O (2)2x6 POST DIRECTLY 4. INSTALL SOLE PLATE ANCHORS PER DETAIL CHIMNEY SEE BELOW POST ABOVE. 3/SO.O (2)2x8 w/2-HTS16 EACH END. DETAIL 1/S1.3. PROVIDE SOLID BLOCKING 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 WITHIN FLOOR SYSTEM. ATTACHMENT PER DETAIL 5/S0.1 U6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS1 8 STRAP W/ i on END LENGTH. FASTEN IST FLOOR THIS END w/ 9-10d. FRAMING WALL FRAMING Ul PLAN A A NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO TI-E WALL FRAMING ARCHITECTURAL DRAWINGS OR z CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CARIBBEAN THIS END w/ 9-10d. r FIRST LEVEL VVALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED CS / BMB/LAP SCALE: 1/4" 1'�O" ALL EXTERIOR WALL 42" 0.C. DATE UNLESS OTHER NOTED 08.04.16 SHEA WALLS 24" 0.C. SCALE (SW BdOY/6") AS NOTED LPA No. PLT 0 WIHEN NOTED ON PLAN SEE NOTE 2 TOLL-16-00522 CONTROL No. 1 IN.TALL SOLE PLATE ANCHORS PER DETAIL 3930 3/30.0 SHEET 2. AN'AH OR SPACING SHALL BE AS NOTED. FOR FILE COPoY EXAMPLE - SOLE PLT 0 36" 36" ON.-CENTER SPACING S161 E2 Fs.i /\1 N > 01 SHEET 6 OF 9 SYMBOLS LEGEND HTS1 6 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NQTES* Products TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. Plot1D Length Product Plies Net Qty 3. FOR GENERAL DESGN SPECIFICATIONS SEE SHEET 5= 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 4. WEN USING (2)H2.5T CLIPS ON 11/g" WIDE LUMBER, PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. FBIV11 19-04-09 1-3/4. x, 16 VE RSA-LAM@ 2.0 3100 S P 2 WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 Lou Pontigo and SCREW UNLESS OTHERWISE NOTED TRUSSAssociates, Inc. Da FASTENING DETAILS 420 Osceola Avenue jax. Beach. Florida 32250 2).,6 RAFTERS TAILS 2x6 RAFTERS TAILS Ph.242-0908 Fax.241-9557 6 F L:CA# 8344 SC:CA#3579 SEE DETAIL 6/SO.2. SEE DETAIL 6/SO.2. SO.2 5 SO.1 SO.0) vlv,-r 7 erg H7 FTQ1 t 0'000sues", 4& 0 0 Z Z A 0 OZ1111A IIIZ/V/ _Z o T) 11617 0(NI 8 EN a EN M 8 LO 00 0 0 0 LO LO LO -1 'C', 67 LL Cf) & L LL 1'--� LL U_ J� 24, I-_ F_ F- F- F- F_ I-_ 00 Ar,1 No.71 T5q N L L L L L T 16-/ U" ih: %.:) L F 2 U_ E OF d !a,. z ci,- 16 4,Q SHEATH UPPER WALL H J1 IS24' 7 7 r. lj� Vii. THRU LOWER ROOF TO 2x RAFTER TAILS. Nunes*** 00 T57 GIRDER BELOW. FASTEN TO TRUSS /UNA 1% STUD J24 r5 T57 w/2-ROWS OF BELOW TR J13S TOP PLATE TO SO.0 2)HTS1 6 0.1131x3" @ 6"O.C. SDWC 15600 STUD SDWC15600 -'bk N IN N J24 F�( 24 cli W Christopher J Sabourin PE ------- L�MAJ 3V SHEATH UPPER 'WALL -A-- A 71571] FL PE#71461 THRU LOWER ROOF TO qt It C 19A N N N N to I FT03 I . (6 WALL BELOW L-m :N (n (n Cn 0 - TRUSS TIE DOWN WITH SIMPSON SDWC T57 K)NS DATE r7VIS 0 FT )HTS1 6 CY) Rafter to Top Plate shown 03 0 tk _X^z 177-7777,M z z lid" > T57 > Truss to Top Plate similar CD U_ 0 /1 2\ OpUrnal 22�' BRACE WALL FT03 ��.2 1% - T57 0, N Cq PO PER 2/S1.2 SHEATH UPPER P_I 10, 0,00 30' A WALL THRU FT03 IZZ VIZZ ZV.,O A Z Z- - - - - - ZZV1ZZJAZ.1 2 94.J. NX) U 14Z THD26 r C� 06 LOWER ROOF TO T57 J07 Siq U_ U_ ii- LL GIRDER BELOW. 2 11%�. FIELD ALTERATION S .1 -.010000 FT03 -W CONTRACT C LOU U_ T56 STUD DIRECTLY PON71GO&ASSOCIATES PRIOR TO 114 (2)HTS1 6- L. .. P 1 MAKING ANY STRUCTURAL FIELD J07 BELOW TRUSS � MODIFICATIONS W"CH MAY VARY C__ h"Max FROM THE INTENT OF THE ORIGINAL H 16 CONSTRUCTION DOCUMENTS.ANY 8:) C:) C) C:> M LO H Ix N I I FIELD ALTERNATIONS MADE PRIOR TO THD26-2 LL LL LL LL LL I IT R V 1� \U '11\ -T FG01 AD1D1TKX-4AL ENGINEERING OR STUD SDWC15600 FT INSPECTION FEES. (2)H TS1 6' F11 FT07 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. PORCH CEILING AT F11 2. Reference detail 4 for installation instructions. BOTTOM CHORD OF FT07 TRUSS SEE 2/SO.1.--Nl\ SIMPSON SDWC INSTALLATION RANGE FT07 DA I U LD r2 I F1 SO.1 FT06 4< Ln OSB BLOCKING PANEL Uj SEE DETAIL 5E/S0.1. FT06 oe SHEATH UPPER WALL J F1 _F SHEATH UPPER WALL THRU LOWER ROOF TO THRU LOWER ROOF To GIRDER BELOW. U LIJ F1 OSB BLOCKING PANEL WALL BELOW. N SEE DETAIL 5E 0.1. F1 STUD NOT DIRECTLY IN I CL BELOW TRUSS F 1 SDWC15600 Cf co M C 25 W '19 M 0 C 0 U_ U_ U_ 11- 11- Cl) C, -4 F e erence e a I IKADER D,I OSB BLOCKING PANEL I_U9 Floor Connector Total List + 17 1 SDWC INSTALLATION X <2)HTS16 SEE DETAIL 5E/S0.1. Manuf Product Qty 2 6 SO.1 USP JUS24 9 SO.2 2x6 RAFTERS TAILS,, SO.1 USP THD26-2 2 Rafter to Top Plate shown SEE DETAIL 6/SO1.2. (Truss to Top Plate similar) USP THD46 2 0 0 LLJ USP THDH26-3 1 STUD NOT DIRECT BELOW TRUSS Do not install SDWC in hatched area 0 SDWC15600 CONT. WALL ROOF DECK TO SHEATHING. 2x6 LEDGER INSTALLED BLOCKING w/ 8d erhan 1 1/2- MIN COMMON @ 3" O.C. OV 9C. 2* MAX OVER SHEATHING w/ 7/ " OSB PANEL //75-1 Od @ 16 0.C. FLOOR ANDROOF TRUSS PLACEMENT PLAN 16 SDWC INSTALLATION RANGE --ROOF SCALE: 1/4" 1'-0" FASTEN PERIMETER TRUSS WITH 8d COM FRAME UPPER LEVEL FLOOR AND @ 41, 0.C. STUDS CONT. TO 2ND ROOF LEVEL TOP PLATE. ROOF TRUSS TRUSS -Rafter or Truss PLACEMENT z z z z z I z 7 7-7-7 7 minimum edge CONTRACTOR MAY QSE A 2x4 BLOCKING @ 48" distance for full 0.C. FASTEN EA. END 1Y4 TIMBERSTRAND iRIM values (with or Splice may be in upper or PLAN without a plate lower plate lo wl SDWC15600 SCREW BOARD AS AN ALTORNATE splice) 2ND LVL INSTALLED SIMILAR TO TO THE OSB BLOCA4G FLR ELEV qV TOE-NAIL APPLICATION. DO NOT SCALE DIMENSIONS FP40M PANEL FASTEN TO FRAMING THESE DRAWNGS.IF A DIMENSION IS UNCLEAR REFER TO THE ALL AROUND w/8--12d ARCHr!"ECTURAL DRAVAM CT�)R 5 O�R � X* from top plate 'U T TOENAILS splice Offset �C 0�= H E��OR for full values STUD NOT DIRE o CTL BELOW TRUS�S� PLAN NAME SPF#2 ALL ARO CARIBBEAN BLOCKING I X X / / z / / z/ 6D. ol DESIGN/DRAWN/CHECKED INSTALLED w/ 2x4 BRACE. FASTEN FASTEN TO TRUISES CS AP BMB/L 5-10d TOENAILS. AND TOP PLATE5WITH EA. END w/ (4)1 Od DATE 10d COMMONS (a) 4" 0.C. 08.04.16 FACE NAILS. 'I L-SDWC AT TOP PLATE SPLICE V SCALE OSB BLOCKING AS NOTED LPA No. SHEARWALL r2u`*'� SECTION PANEL SHEATHING. TOLL-16-00522 CONTROL No. 1�4�.2 3930 ris*�SHEARWALL ATTACHMENT FILE COPY SHEET S1.2 Sle2 <tso-o) 01.17N 2 H T 0 =J;, I T 24 V-O :F 2 VIH I Cl) 17FIELD ALTERATION SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE L SW 3/6 SHEARWALL SHEATHING TO BE APPUED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/k4NG 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 F L:CA# 8344 SC:CA#3579 %* A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT ��G E NS P, X5 11-IREADED ROD, SEE DETAIL 12/SO.1 4$' SHEATH WALL THRU S LOW ROOF TO .7 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR GIRDER BELOW. TOP PLATE, SEE DETAIL 12/SO.1 S E OF CN % T-1 A307 DIAMETER THREADED 0 ROD TERMINATES AT FIRST FLOOR ?AO 00 0 ORID�- 0 V) TOP PLATE, SEE DETAIL 12/SO.1 2)2 1V1) - . g - N A�L� A. ON for CI: 00 SIMPSON HTT5 SEE DETAIL 15/S0.1 00 T- 0 �'v- . oo 00 Ln T-r - - V) < C h r i s t o p h e r S a bou ri n P E U) C/) C) 0 _j LLJ FL P E#71461 0 -1 0 SIMPSON DTT2Z SEE DETAIL15/S0.1 < K)NS DA 0- SHEATH WALL THRU X SIMPSON LTT208 SEE DETAIL15/SD.1 04 LOW ROOF TO iL CS1 8 0 GIRDER BELOW. -i STRAP WALL PER DETAIL 7/SO.2. 12" LONG LIGHT GAUGE STRAP m LSTA12 FASTEN TO TOP PLATE AND STUD NTH 5-10d COMMONS :;�7 f .... .. WALL STUD SCHEDULE ------------ PLATE STUD SIZE CS18- LOCATION HEIGHT & SPACING I EXTERIOR 90-10 (3) X6 F h I-e (2)2x6 SPF#2 (n C5 MAX 2x4 SPF#2 0 16" D.C. rTIELD ALTERAMN U) V) POST, STRAP P T POST. STRAP 101-1 2x6 SPF#2 0 16" D.C. CONTRACTOR SHALL CONTACT LOU SHEATH UPPER WALL EXTERIOR MAX 2x4 SPF#2 0 12" D.C. PONTIGO&ASSOCIATES PRIOR TO T MMJNG ANY STRUCTURAL HELD THRU LOWER ROOF TO N CS1 13 2-(;S18 S RA POST TO POST 10'-1 To MODIFICAT11ONS WHCH MAY VARY 11 1 1 1 1 1 1 11 -j EXTERIOR 14!-0" 2x6 SPF#2 0 16" D.C. FROM THE INTENT OF THE ORIGINAL WALL BELOW. V- BELOW w/2-CS1 8 1 0 - STRUCTION DOCUMENTS.ANY L I.- < 10- (0 1 1 1 1 1 1 1 1 1 1 1 STRAPS I INTERIOR MAX 2x4 SPF#2 0 16* D.C. FIELD ALTERNATIONS MADE PRIOR TO X -j Lij BEING APPROVED BY LOU PONTIGO 11 12--0- 2x6 SPF#2 0 16* O.C. ASSOCIATES MAY RESULT IN DOUBLE TOPI 04 0 1 CS13 < INTERIOR MAX 2x4 SPF#2 0 12" D.C. ADDRIONAL ENC-1,JEERING OR 1-1 3.1 INS FE PLATE. LLJ CS1 8 a- CL 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE (0 1211� 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. X F- 0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET 04 -1 1 1% Ld ARCH17ECTURAL REQUIREMENTS. CS1 8 m Lij Ld 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN > > YELLOW PINE. 0 0 CS18 @ BOTTOM OF STI)t m m le %1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. WHERE NOTED. SEE DETAIL AT BOTTOM RIGHT OF PAGE., 001 C14 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS (2)2xl2 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. 2x4 FRAMED CHIMNEY MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT V) SHEARWALLS Uj WRAPPED w/ OSB Cf) SHEATHING.-\ COMBINED USE PANEL NOTES 0 Q:f C-� X 04 c; 0 1 �' 1 1. EXTERIOR WALL SHEATHING SHALL BE C4 STRAPBEAMS TO CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST X POST w/2-MSTA24 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS -j 0 _j Ld SPECIFICATIONS. OVERLAP SHEATHING < (0 3. UPPER MOST TOP PLATE SUPPORTING ROOF F,in & STRAP EACH X MEMBERS SHALL BE STRAPPED AS SHOWN IN 04 Ljj CORNER w/2-CS18. DETAIL 1/SO.O 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0 < Uj 3/SO.O V) LLj �2)2xl 2 4x4 P.T. SPF#2 m 0 (3 X6 F To S N8TR A r'j ��A E L E CC SS I LIL SPEC=�FEE�S ::d rr- A C, 14 \-POST SET DIRECTLY ON GENERAL NOTES V) BEAM BELOW. STRAP TO V) C-4 CS1 8 POST BELOW w/ 2-CS16 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD (3)2x6 SPF#2 SIZES AND SPACING. AT GIRDERS AND BEAMS, PLATE BREAK. CD , X POST. STRAP POST TO POST- X SEE 3/S0.1 FOR BEAM PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 04 PLIES. 2x4 FRAMED CHIMNEY C14 BELOW w/2-CS18 STRAPS CONN.(TYPICAL) OD WRAPPED w/ OSB CS1 8 (2)CS18 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj SHEATHING.-\ SHEATHING SPECIFICATIONS. SHEATH UPPER WALL THRU LOWER ROOF TO GIRDER-"-oo1-. 00 3. WHERE FRAMING MEMBERS CONSIST OF MUL11PLE BELOW. V- ( (2)2x6-17/1) C(2)2x6-1/1 (2)2x6:T/1� PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES V) 00 (2)2x6 SPF#2-// TOGETHER PER DETAIL 6/SO.O POST. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 1 ST FLOOR STRAP CHIMNEY TO STRAP CHIMNEY TO TOP PLATE. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0 ATTACHMENT PER DETAIL 5/SO.1 HOUSE TOP PLATE111 IVIHOUSE TOP PLATE U 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT I w/1-HTS16., w/1-HTS16. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 2-CS1 8 STRAPS. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL PLATE BREAK. CS1 8 STRAP w/ 10" END LENGTH. FASTEN 2nd FLOOR THIS END wl 9-10d. p WALL FRAMING-/ z FRAMING (2)2x8 BEAM. STRAP__, __(2)2x8 BEAM. STRAP PLAN EACH END w/(2)HTS16. EACH END w/(2)HTS16. NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES DO NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCH11TECTURAL DRAW*14KGJS O�IRI � "U p WALL FRAMING W 0 12 z �.�C��T=�=E7�0 6!1 CS1 8 STRAP w/ 10" LAN NAME END LENGTH. FASTEN CARIBBEAN THIS END w/ 9-10d. r DESIGN/DRAWN/CHECKED SE-COND LEVEL WALL FRAMING PLAN CS / BMB/LAP DATE SCALE: 1/4" 1'-0" 08.04.16 SCALE AS NOTED LPA No. TOLL-16-00522 HOLD DOWN,-/ CONTROL No. SEE PLAN. 3930 LE COPY SHEET CHIMNEY SCHEMATIC U.3 SCALE: 1/2" = V-0 S163 SHEET 8 OF SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES* 1. FOR TYPICAL R 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 N& 4. MEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA# 3579 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED go. s E OF -41 Cq 7z goo 5'C' P gg X- SO IT 7��!!17TT! 71 "T 4 0 RIO.-, 00 00 gas egoist, Roof Connector Total List 14 AIJ. STUD DIRECTLY N. X'" Manuf Product Qty TOP PLATE TO IN 1:40 (0 cc� BE C) C) C C) SDWC 15600 STUD SDWC15600 C) USP JUS24 21 C ristopher J Sabourin PE 'JUIZ JUZ USP THD26 5 #71461 TRUSS TIE DOWN WITH SIMPSON SDWC 7 VNS DATE� J02 J04 Rafter to Top Plate shown Truss to Top Plate similar T16 Optimal 22)f C= 30' 10, T15 42 RATION �FiELD ALTE T14 US24t T,'32 STUD DIRECTLY CONTRACTOR SHALL CONTACT LOU —(2)HTS16 PONTIGO 8 ASSOCIATES PRIOR TO Tn BELOW TRUSS MAKING ANY STRUCTURAL FIELD h"Max MODIFICATIONS W"CH MAY VARY 1613 FROM THE INTENT OF THE ORIGINAL L L L L L=L1 US24 UMENT5.ANY J16 FIELD ALTERNATIONS MADE PRIOR TO *1 BEING APPROVED BY LOU PONTIGO Ft V1 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN T12 JIJS2� STUD SDWC15600 ADOFTIONAL ENGINEERING OR 1. Sloped—roof rafters may be sloped up to and including JUS24 a 12:12 pitch and must be "birdsmouth" cut. e erence e ai 4 for installation instructions. r6 J164 SO.2 T10 SIMPSON SDWC INSTALLATION RANGE z THD26 T31 CID LD CN TOC 7/ TOE7�;: I > T29 Uj J@4 6�24' T28 _.LTO U 1 4 =*6 T06 L 44A 7— T05 z 1 64 JU T26 It – T 2x6 RAFTERS TAILS STUD NOT DIRECTLY CN T04 T 4 M am BELOW TRUSS T 5 A SEE DETAIL 6/SO.2. SDWC15600 ry T03 HD2E J06 BQt% Reference detail 2a for installation angle limit SDWC INSTALLATION TO T01 Rafter to Top Plate shown (Truss to Top Plate similar) CD (0 (01 to CO IICq 11M 111 �co 11 co p 0 0 0 0 11C'j 0 0 F_ tip— Uj lb"—il 11 P No it X Not [STUD NOT DIRE SEE DETAIL 6/SO.2. IBELOW TRUSS 6 \—(2)HTS16 SO.2 Do not install SDWC in hatched area SDWC15600 Overhang— 1 1/2* MIN 2" MAX SDWC INSTALLATION RANGE TRUSS PLACEMENT Rafter or Truss minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 ir UNCLEAR REFER TO TI-E m top plate ARCHITECTURAL DRAVANGS OR X* fro splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME ROOF TRUSS PLACEMENT PLAN r CARWEAN SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED CS / BMB/LAP DATE SDWC AT TOP PLATE SPLICE 08.04.16 SCALE AS NOTED LPA No. T —16-00522 OLL CONTROL No. 3930 SHEET L F1 E C Y S104 X111 N L L _\ .V2 4 LLJ V77 SHEET 9 OF 9