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1667 ATLANTIC BEACH DR - STRU DRAWINGS -7 � . � I . I i � j . I I . I . 1111111111111� - TYPICAL - Lm I DESIGN SPECIFICATIONS USP CONNECFFORS , . O.131X3" TOE NAILS TYPICAL DOUBLE TOP- WIINDOW SILL SCHEDULE - UPLIFT I TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS TYPICAL.tOP ELATE NAILINGv P6ATE SPUCE ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: DING 2x1O, 2x12 = (7) NAILS 1 4'-O" MIN. SPLICE' LENGTH OPENING OR SILL PLATES FASTENER EACH END 2014 FLORIDA BUILDING CODE - RESIDENTIAL PRESSURES (PSF), CONNECTOR , FASTENERS 0.1310" END NAILS: - FASTEN A / (16) 0.1310" NAILS � I ' DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR SYP SPF (2) 0 2x4, 9" LVL, 11" LVIL = (7) NAILS TOGETHER W/ (3) ROWS rV'EN I LY SPACED 1 4 4'-4- (1)2x4 SPF #2 (4)12d TOE NAILS , UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) 0 450 450 (9)1 Odx1/2" . . 1 (3) 0 2x6, I 14" LVIL. 16" LVL = OF .131x3 0 12' O.C. STAGGEREDA 1 4 6*-4* (2)2x4 SPF #2 (5)12d TOE NAJLS I . ZONE (PSF) a' = 4'-6" DOOR - - - (4) 0 2x8. . j4 8'-4*j (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 1) 17.9 USP RT7 58 a r% I SYP#2 DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7 5 401.- A. END . SYP#2 DBL. HEADER, Q--1 i�-O*I (.3)2x6 SYP #2 (1)A35 + (4)12d TOE NAIL ROOF FLOOR CAR USP RTBA 775 650 (5)10dxl'/," EA. END TYPICAL WALL FRAMING NOTES: 0 TOP PLATE. PER PLAN. - 4'-O'rMIN. - +16.3 -17.9 +16.3 -20.6 2 +15.5 . - ROOF SHEATHING, 16,MAX*1 I ROOF LOADING (cd=1.25) (cd=1.00) . 50 GARAGE USP MTW1 2 1195 860 (7)10dx�11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. F "I . "I F �- � -rlrt -- 1�- TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)lOddl/2" EA. END ALL WALL STUDS.. i I I i I I I.� - I I I I Lou Pontigo and TOP 7 psf (ARCH SHINGLES) 10 Psf I 100 1 +15.5 -17.0 1 +15.5 -19.0 11 (1 6'x 1 7*) j - SEE 5/SO.O. :::I.-.4 � I -: s soc i a tes, n c. 20 psf (TILE SHINGLES) 10 Psf -- .- 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE OWABLE WIND PRESSURE VALUES (ASD). THE _ TES. REQUIRED IF SHEARWALL.-\ :---I RAISED N :-: 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2065 2065 (13)10d EA. END HEADER . ARCHED TRANSOM OPTION& 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY, NO FURTHER REDUCTION 1105 1105 -1------1 1 :,-I 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue DEFLECTION CRITERIA. SHALL BE PERMITTED '/2"O RI�D TO FTG. 3. USE SYP#2 FOR ALL I Jsa I I \ L-� I I r--- FASTENED W/ 3-0.131*x3" Jax. Beach, Florida 32250 - ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEADER I rsm I- I I N .1. - ::: HEADER r--- EA. END TYPICAL. FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 -A-- /-'SHEATHING MAY EXTEND 2- Ph. 242-0908 Fax.241-9557 - * COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 %"O ROD TO FTG. 4. ALL WALLS SHALL BE :11=11=11:11:11:1 I I 1 17, -r \-\----- 00 01 PAST BLOCKING- WINDOW FL:CA# 8344 SO CA#3579 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5/ "O I I 1� I - 00 . USP HTT22 5370 5370 , ROD TO FTG. I BALLOON FRAMED FULL I I I I I I ARCHED LSYP#2 HEADER, ATTACHMENTS MUST I ' WIND LOADING: 0 LINEAR INTERPOLA11ON IS PERMISSIBLE. 2535 5/."O R)D w/ (1 2)16d � HEIGHT TO ROOF OR FLOOR L- - ----J WER STUD TRANSOM PER I L. ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.Nl. ON PERMANENT TRUSS OPTION JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. 2535 - 5/a"O F OD w/ (1 2)16d - PLAN. BRACING BY OTHER, . TO TALLER STUD w/_. SEE RIGHT!- � KING STUDS, 1TV11FIN1111411"... BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . 2-ROWS OF 1 Od COMS SEE PLAN. -1y, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)V4-::2-'/4 TAPCONS . . 5.) FASTEN BOTTOM PLATE F . 0 12" O.C. WINDOW SILL SEE ..t.m I I 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I I I . I `1111 SCHEDULE FOR / 0100011,...400 0. LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING ' FULL HEIGHT ANCHOR SILL SIZE AND 0 . 5.7 ll,GE/V * - BY 0.75 WHEN COMBINED w THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB \,-AT INTERIOR WALLS CON AT TWO StORY CONDITIONS, J.� "i %. � ---------- 130 MPH W/1 Od MASONRY CUT NAILS 0 TYPICALLY %" FULL PLATE NAILING; INECTION WINDOW SILL SEE PROVIDE SOLID BLOCKING 00 0 r- BASIC WIND SPEED (ASCE 7-10) 0 48" O.C. MINIMUM. SEE - EACH END. WITHIN FLOOR SYSTEM AT ALL 3 : No. I*' 1,:0.Ili: 0.13lx3" TOE NAILS: " IMPORTANCE FACTOR --------------- 1.00 UPLIFT DITIONAL RODS 0 6'-O" O.C. UPPER LEVEL POSTS & JACK 3 : 0. 1-4 -- 5.0 FT ,-- ko k FASTENERS FL# CODE ANCHORS AT SHEARWALLS- (3) 0 2x4, ISTUDS. * a : * IR , MEAN ROOF HEIGHT to I SYP . SPF , � I I I 1.�1. � . ..-- -..1.---------1----- - (4) 0 2x6, I a. : � 77� 1 �. . !",bl I, ..�,, I. ,�,.�� . ;. I , . '�o ��- I C- `Tl��.,i 1.,, - �...'.1 �:., I A��t�I ,- -. �� -:,�! il� ; ., . :.� :,4, 1: �%I I 0 , f� vl;�-�� , � : I ,1. S7 4 , 4 ,. ": , I 1 1+111�0-4 !,:.�I-. I I � I � I � I -1 ,I , : X I r" I ROOF PITCH ------------------- 5/12 1 . 0 A35 450 *"'' ' '' ' 7 77 � . � 1 (5) 0 2 8. rAT : ..,,:, 456 .,- t�Bdjq,��'� : � . ll ., I 1. F 41 1 I I 17' I- I�, I 11 t !! I . -,.- ��, I : , � 11 � .-P,% ,, 4:t, 0 . i . I l� . BLOCKING ONLY REQUIRED a *�Q % BUIL ------------ 11 I !, SEE B/SO.O. 0 1* I 11" 0 0 ,-,%, %- ! I - -+, -4� -*N, * :\q I�N.F � - W- 0 e% ollo...G000 , . C, HTS16 1150 1085 16-10d EA. END i 10456.6 11 I STUCCO FINISH. SOLE �4 SEE PLAN FOR STUD SIZE % J, - : . I ,W C:) I - - % I ; AND O.C. SPACANG. A -I E � A ENCLOSURE CLASSIFICATION ------------ENCLOSED MTS12 1000 860 7-1 Odxll�,'" EA. END 10456.3 1 , I, "..."itz"',% �5 %% ! . � . 4, , H2.5T 600 520 � '' 5--8d ek� END , i 1 1 478. ,9 I ., . AT SHEARWALLS AND-\ PT. SYP#2 F. 0, DENOTES EDGE STRIP. - I . I - INTERIOR BE ING WALL PLATE.- i A I N ,11' 40RI iz: a ABOVE FOR 'a' DIMENSION N I A I , . -&, L A I . , 6"'o", ) � F 2 A I I I -A IF - N.' 'L� , INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 WALL SHEATHING I 11 -- . -"-� I If - . . ..� - I I IF 1111jQW141 I il I I I 0 1 I I I I I%0 1"' -il - , I . . U.. . -I .. 11- I . . . . .- , � I A '41 . . � � . ..... 4'. df I , ,, .. I . " lu., I.: . . .. .I . I . � I .- A , 1 .4 .:. ,.!,, .. � '.. ... � . ., . , .. ,.6 . , . . � . . I. I- I ..,., � I- . . . .. . .... �!,0 .- 4.0 1. . ..I I . . I%., -.., � � .. � � ! -- � .1. . . �, . I ''.' " � . � . I . . il : - .6 .. . I ., " . .I , I 41 � - . . I. ... . 11 .FOUNDA�]ON, 5EE P6 - A ..'', . " I . - I HTS20 1450 1245 24-1 Odxl'/2" EA. END 13872.3 FOR SPLICING 1�� I 4 . . . I :�.4"' . � , � " � AN, ; '..,�I I .- �,I:,,! .. 4 % I.- .. . I t .1 . � ON!*- . . . .. � . . � A� . * I . I I I I . 4.1 �... � I . . . CONTINUOUS BLOCKING �\-SEE DETAIL 1/SO.1 � . 6�*1 ,� , R- - � . -� ,S" I . fs .. .� I . � , ....j I . ", A . ..� 4, 1 . .11 �- MATERIAL SPECIFICATIONS I tlp MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS . � , 1 � , 11 I . I Christopher j Sabourin PE 0141-0-f- I tat MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 8" O.C. � I OPTIONS. . -I I , I ,I - 12" /,r , - FL PE#71461 I AT PAX. MIN!� I I I i r--- -1 WALL F ING " \-SOLE PLATE ANCHORm L.L;--- I .=j 0 18-16d TO TRUSS/BEAM ! G, FROM SOLE HARDWARE AND ANCHORS: I cl) t I PLATE CHANGE CONDITION R61SED HEAD� CONDI """"""`""""""""" -'%* ' ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] . a a HTT4 3480 3080 1-5/."o ROD TO FTG. 114916.2 8d 0 3" SEE SPECIFICATIONIS. \ I . I PL T BREAK rREMKM DATF-N ASTM A 307 OR ASTM F 1554 GRADE 36. 1---- I F It I . I I UILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE 8). 32-16d TO TRUSS/BEAM i I [HEADER CONDITION OR RAISED HEADER CONDITI WALL FRAMING AT NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-%"0 f�OD TO FTG. 11496.2 I I I NDI-nON - METAL CONNECTORS: ALL METAL CONNECTORS MICH ARE EXPOSED TO 6-10d TC HEADER I I I I r27"\ TYPICAL WALL FRAMING � i 1� L I . EXTERIOR SHALL BE GALVANIZED. MEANS AND METHQDS: LUS28 930 780 10655.113 1 1 T T I I I . � -- RETROFIT REBAR/ROD INSTALLA11ON: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL CLR BE RESPONSIBLE 4-10d T(I JOIST I I I I I i * I IINZ Oj DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" ANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR - X AND '/am LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---� - --j ---- -i , Q&HOLD DOWN. ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TC JOIST 0.1.-,/ � I . I (U.O.N.) I SYP#2 D kil! ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS E WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/,3"0 ROE, EPDXIED 6* MIN 10849.6 BL. 'L SEE 5/SO.O. SEE 1/S 2%��' h WASHER PUSHED ! -0 /`-TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): 11 11 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPON SIBIU TIES: ABU66 2300 -1/8"o ROE EPDXIED 6* MIN 10849.6 BLOCKING ONLY REQUIRED � 2 # 30xY4� SLOTTED . - A , I/�FiBM ALTERAIMN--NN STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TD STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 . WELDIED WIRE FMRIC (WWF): SHALL BE ASTM A185. -/ 11 - "i I CONTRACTOR SHALL CONTACT LOU REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON E--PDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING - TO OUTSIDE -N 4--L - ALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 4 I � . 1-1/2"O ROD TO- FTG. 11496.3 ICING PLAN VIEW. I PONTIGO&ASSOCIATES PWR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED .. OPTIONS. � /-RATED SHEATHING, MAKING ANY STRUCTURAL FIELD D THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA1 2 1805 1 695 '' 10-10d 13872.5 � / / SEE GENERAL NOTES. MODIFICATIONS WHCH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY I I FULL HEIGHT I SHEATHING. I . . . . . .. . . . . . FROM THE INTENT OF THE ORIGINAL I - - . I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 11705 11705 1 13-8d I - i I : .Ll 1 10852.1 1 SHEATHING � EPDXIED 4" OR )�*OW PT. SYP#2-/ - MIN.I . .. . . . . . . . .. . CONSTRUCTION DOCLUENTS.ANY ' ' � I TO BE SIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL . . .. . . FIELD ALTERNATIONS MADE PRIOR TO . I EDGE w/ BLOCKING BEING APPROVED BY LOU PONTIGO a ^f :�,� 1 (. � - , -N,,,* .. ASSOCIATES MAY RESULT IN GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS . �j . � INTERIOR BEARING WHERE REQUIRED BY . . . . . . . . � �, i TOP PLATE. WAUNN;_$EE SCHEDULE GENERAL NOTES. . I'll .. ADDITIONAL ENGINEERING OR I � i I I SECT`10N VIEW � I ! ,�,% � . .. INSPECTION FEES. . � . I � . FOR STUD SIZE . . . FLOOR SHEATHI G SPECIFICATIONS l�: I . . I . I�) I t . I 1.� i � ! AND O.C. SPACING. . . 4 YWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD . - ; i I 1- I . . /-% . . . .. . - I I I I � ; I . . . .... . . . . . . . . I . I , I . WALL SHEATHING M . i . ..' . : I . I I . 1,�1, i I t � ; . SOLE PLATE NCHOR SCHEDULE NAIL SPACING AT . .. I . ROOF SHEATHING SPECIFICAnONS& . I 1� � , , I I li i � RAISE )fi- FROM EXT. WALL SHEARWALL$ WASHER EMBEDMENT EDGE SUPPORTED EDGES, . . . . . 2MQLL- MIN. 7/16", 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 41" P..C.� N'HIN 4'70" OF ROOF EDGE). SEE DE,TAILS SEE DETAILS ANCHOR GENERAL NOTES . I . 18d 0 3" � - BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE , 6" OF I ROO I -N ,�*O EPDXY 42" 3X 41' 2W . . .. . . . � I I I I w I � , �� I ON S1.01 ON S11.01 . - . i / 24" BLL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-' F EDGE). I / - ---�!,- -1 w/8d 0 3" 0.C. I . EXAMPLE OF UNSUPPORTED ' 4,0 I . : � I r- ---- --- - . . . . z I I . � 1,; . i� I � . I g I)" .1: -I . F- -4 IF- .4 X*OW TITEN HD 42" 24n , 3x3xO,229" 4)e -y- 'D .. , "I O.C. ' t 1 � I I - W I I I I . I I � , , I . L2 4 . (UNBLOCKED) PANEL EDGE-, TO 4 W,,THIN 4.:- OF ROOF EDGE). I &. ..", . I I METAL - MIN. 1/2% 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.11,3x2m RING SHANK NAILS 0 6" O.C. EDGE & 6"' O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING . I 1. I I - � 11 I .0 � . '. . . . .. . -1 , .. 17".7%. 1* ! .1''.,- I 4 I ' .41, . . . I . . ., .. I , .- . I CAL). . -- - I I . .. . � 11 I . . 4 4 : A :A. . ., 4 � Ajz I . 1� 1'\ (TYPI . 0 1 i I " -. �t� :, ; : Ii U I NOTES: I - . I I � 11 � I � .1:.. ". .�' . � 'p...'. '. . . .. .. . . .. SHEATHING SPECIFICATIONS* � I I . . . . I I 11 .. ,. .. -- -* - .... ". . . 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AK ADJACENT TO . . . . .. U � I . I WA ., ".."i., I '. � � . . FLEXIBLE FIN§U-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 HEIGHTFROM B 0 TT'91'm� ATE. I I I I I )I- , , I BREAKS AND KING STUbS. ., NAILING TO INTERMEDIATE I . . ----- . �� C. MAX.---' ---- ROOF . STUCCO FINISH -MIN. 7/1j,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM 8 TT , P LATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. �t � (LION). TRUSSES, OR < Uj FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I L--- i n SUPPORT IS 6" 0. V) I SHEATHING, FASTENED w/ 8d 0 6" O.C. 0 OM . m . . . . , I I . I t771 r -FLOOR JOISTS. � �.� , MASONRY SPECIFICATIONS: SINGLE TORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/a'*t W,' 11/2"0 ROUND MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC4530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF�28 DAY COMPRESSIVE STRENGTH OF I � STEEL WASHER MAY BE USED. I 0 � 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO �11"-!�LUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA Y BE USED IN BRICK VENEER. . I . � ; . CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I I I I. . � I . /"0�1 ..TYP. WALL SECTIONS (2� SOLE PLATE ANCHOR DETAIL 0,�&HEDULE I �I- -1 -m.m4� /`N`l�OOF AND FLOOR SHEATHING NAILING I . . - CONCRETE MASONRY UNITS (CMU). � I SCALE: 3/4" = 1`-0" -75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-11, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm-1500 psi). GROUT ALL CELLS CONTAINING VERTICAL � \.�-O � \��-O \SQ,O/ SCALE: 3/4" = 1'-O" CMU SHALL BE IN ACCORDANCE WITH ASTM C90 ! I 1%"-OPI ui . REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN M OF MASONRY MEN THE WALL HEIGHT EXCEEDS 5'-O". 1 I I � I 1 � i , I I :1 � I I I \- I . : I . - � , 1. I I... 1. I I .. 11 I . . 11 .1 ,- 11 I . 1. 11 . .� I I.� �.. ii U Z MASONRY STEMWALLS*- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW-CON$ 19 NASONRY UNITS NTH TYPE 'S! MORTAR. WALL COURSING SHALL BE RUNNING,BO'N)S, STACK BOND SHALL NOT BE' I - � � 111111111111111111111111111111111111 - V/2" , W lt- USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT'WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES�,10 CMG.�,WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR!WALLS. SHiNILL, BE REINFORCED FULL HEIGHT I I - 1 ' (3) ROW'' 1 ,!, I I . � WITH - #4 0 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON TINUITY,(,"F'4EINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING,CORNER BARS, MINIMUM'OF 40 BAR .1. . - OF 10d-,, .� FMM < I " , . . I .,- NAILS 0 8 O.C.- - . I , 2 PLY GE , �, 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 ROW SH'ALL'BE INCREASED AS'NOTED ON 40i . : 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE ,4 MINIMUM OF V. . 11 I . I : 0 , � It 2x4 BLOCKING n . , I � SIMPSON I I BEAM. --- � 0 I,, I I ; III I -1 " --1 11 . SDWC1 5600-*�-, t 3 PLYBEAM. 11�1 IN i. C14 024" O.C. FASTEN CLAY MASONRY (BRICK)* � -�,��, I 0 I I i - SEEROOF I . 11 9 "<L2x4 MEMBERS.' BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. , i i � . FRAMING' � I - IF I 0 (1) ROW OF 104 0 9 TOENAILS. 4< Uj CONCRETE SPECIFICAInONSe i , I . . PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d 0 NAILS 0 4" O,C. I I 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 PSI AT.28 DAYS DETAILS. AT 12" O.C. 0 * 0 - - V) I ! I . � PROVIDE 2x4 BLOCKING � � 2x6 MEMBER!S I NJ f CONCRETE AT GARAGE ALL HAVE A COMPRESSIVE SI. � � %.� %-O EA. SIDE. I I � � I I AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE _1:,� D BELOW I GENERAL NOTESe � I -, (3) ROWS 12d --*�,- --k- _L (2) ROW OF 10d I STUD BEL 4-10d D I . I SPECIFICATIONS BELOW. NAILS 0 4" O.C. LOWER TOP I 1.� I P- 1110 AT 12" O.C. PLATE AT BREAK. OVER LAP DOUBLE ]:I\-COMMONS �11111111111111111111111111111111 , I . I FTIG . . PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. FOOTINGS AND FOUNDATIONS 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 IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING- . WALL INTERSECTION 0 SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO.FIT ' 2x4 QR 2x6,POST I POST CONDITIONS < SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM D 1557. 1 .I I . . WITH GAP SHOWN. a. I . I I W I ' I < - . I 0 1 1 � . FOUNDATION PLA VEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS A14D LOCA71ON FROM THE - (3)ROWS OF 5- (3)ROWS OF 6-Y4" I �&-o-zi 0 0 0 0 N Z � 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 PLAN. IF FOOTING Sl E OR LOCATION IS NOT . . It ; I � f � . -�1-4 -,7*'� -"qt TRUSSLOK TRUSSLOK . i DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) � I . . SIMPSON � ' V) - I I it . � . . . WC -�-N � -11:4 1, I, � 1 . SD 15600 . ENGINEERED WOOD ENGINEERED woob I I I it , 11 - I , I UNLESS OTHERWI .. 3 0 . i, PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING; WERE PERMITTED, SHALL,BE 48 PLAN FOR � 1::� SIMPSON 1 CORNER WALL INTERSECTION I I I BE 3" IN FOOTINGS NTERED IN SLAB ON GRADE. IN ALL CONTINUOUS F001INGS PROVIDE. # I ' 48", O.C. OR ROD CHAIR I S. FRAMING N",�� 11, � . SEE ROOF :�' FASTENERS 0 24"o.c -1 �111111111111111111111m SE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL � AS SHOWN AS SHOWN 00 , . . , � . � . - BAR DIAMETERS . � ..; ,,,.1 . '.. - 11 ", ,." � a . .!. DETAILS. :: Sl-EATHING MAY SDWC15600 I CONDITIONS CONDITIONS Iiiiiiiiiiiiiiiiiiiiiiiiiii� i i 1 . ! oil I . I 1. . .) 1. I . .-I�I I I . .. TERMINATE AT SIMPSON_/ � 1. I I .1 SIMPSONj ! 1, I FRAMING 3-PLY I NOTES: CONCRETE SLABS ON GRADEa I I � I-PLY " I TOP OF DBL. SDWC15600 I ' ' I 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, PREVEN116N' OF SUBTERRANEAN - , SDWC15600 -Lj,� TOP PLATE. SEE NOTE 1. --I� 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 0 0 TERMITES. SAWCUITS* FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR F S. I � SEE NOTE 1. - � DETAILS. 14N LVI AND GREATER ,,� 2. -DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. I . I . I I .I .. 1. TYPICAL CONNECTION 3. 6 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. . . WOOD FRAMING SPECIFICATION& I . 1 5" < HEEL < 1'- 0111 NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED. I � .11 . . I 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 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 7. -ES: . I -TO-KING ASSEMBUES, CORNER POST, ETC. SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOT I JACK OPTIONS ARE SHOWN. STAINLESS STEEL. - . �. 1. .. . . . . 1.. TOP PLA.�E TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTTUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENIGNEERED WOOD TRUSSES: I AT TOP PLATE TO STUD, SPACE 0 48* O.C. IN ADDITION TO (2) PLYS � FRAMEDWALLCORNPER AND OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION � -i /7-'N INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND � r6---\ BUILT-UP MEMBER F ASTENING I Ili I., I 11 I I `1 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MUL11PLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGHrTRUSS,WH,EN USING (2) STRAPS ON � i I I � I I � , i, � � I I i \zso/ SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. .� kZ-V 4 ': i . 11 . I ,; I KING STUD TO TOP PLATE: I TRUSS TO PLATE: I . ,. '. 11 � ROOF COVERING SPECIFICATION& . t ;;!I' I I " t-1 : �, � SDWC1 5600 SCREW. TOP PLATE TO H� NINQ: � SDWC SCREW DESIGN 11 I ; NOT REQUIRED AT GABLE ��, 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 ACCORDINGjO,jHE MANUFACTURER'S REQUIREMENTS. CLAY ; � , SEE DETAIL AT RIGHT. NOT REQUIRED - . , . ENDS OR OPENINGS LESS 1 TOP Plil TO HEADER FAS]j;NING: � ND BE INSTALLED � I - SEE DETAIL AT RIGHT. NOT REQUIRED AND 11LE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH A'SfM E1514 X . FOR GABLE ENDS. CR]TER1A ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. . KING STUD! TO TOP PLATE- THAN 4'-6" 1 FOR GA13LE ENDS. I .,... I ,- >- , I . I . I .. � � 0 . - � .. . :, i .'I ,I'.- 1- �, 1 . . : SDWC1 5600 SCREW I WATERPROOFINGo I I I N OT REQUIRED AT GABLE FASTENING: - 0, -111, I I //' I AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR "ME DESIGN/INSTALLATION OF ALL WATER PROOFING. .I . I ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED � 1111' I I 111 - 1. . 0. in . . - --- . I 1, I 1. � 1 I 1 , I I -r " 0 1� N I . . . i I I I : 1::- I -." i - . . I ': I THAN 4'-6 FOR GABLE ENDS. ... I % I i I 0 I . F I Z.) GENERAL I . I I . . 3 �, - . PLATE TO HEADER: ,- WOOD FASTENING SCHEDULE E�kICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBjE1%)."C:VIATIONS I KING & JAC9 0 1 1 � � � .. I . I i I - . � "I �� ;: �, I I 11' I 1 1117 KING & JACK_/ - --- Ic CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN r//Z/1/.//1 INTERIOR LOAD BEARING WALL . 1�71 BUILT-UP POST IN THE WALL ... . .. 1- . '..) % % % I 11 -I 11 11 I 1 24" 0 C. 0 NOTES � TYPE ie:211 .- . ....I 11 . ... ��-(2)12d TOE HEAD OR SILL �:,�L LL DO NOT SCALE DIMENSIO= P PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L 3'/j x 3'/,x'/4 4" 60-0110 GABLE X-BRACE. SEE DETAIL 1940 1; ,� I., � . . I 11 � NAILS E.E. -�L \ -U- HEA I.0 SILL I .1 2X6 WALL LL THESE DRAWINGS.IF A DIN . :�--� Ili -11 ,! I i !j ,:� ; '' MIN) SCHEDULE (2-16d) 3-GUN NAILS 80 1 1 --- ( I P I S SEE� - UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL L 4.x 3'/,"x'/4 6" -00 (2)2x--'/2 HEADER SIZE, JACK AND KING STUD HEDULE 0 ARCHITECTURAL DRAWINGS OR DESIGNATES SHEARWALL THE QUANTITY. . I . ROUGH OPN'G, SEE ARCH CONTACT THE E.O.R DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-PLIN NAILS - --- HIDDEN LINE DESIGNATES SIDE OF , I I ''.1 . I I � HEAD QEj SILL KING STUD TO FRAMING BELOM ROUGH iPN TRUSS TO PLATE: WALL THE SHEARWALL SHEA'fHINd ,' , ' SDWC SCREW L5x3l/2"X1/4 6" 10*-O" - ------ � . '. .1 �. \ ,I CS18 STRAP w/6-10dx%`* RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- SW I . . . NAILING: I I .1 .- - I . I . CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES Bid COMMONS 0'3" 11, 1. KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR 2"W4 8d03*L6" O.C. EDGE & 6" O.C. "IN TH�l�,,l ! I I . � 1. 1. - a -- � FRANKLIN CARIBB ---) L6x31/2 FOXI/4 - 6" 12'-O" TO BE APPLIED. 8d 0 3/6�'!' ; I . I . I . � SCHEDULE NAILS EACH END. STRAP ".,D r PLAN NAME L7x3'/ . 6m - 16'-Om 1 . ,� . i . I I .. CONNECTON: IMPSON -ROUGH OPN'G, SEE AR-CH. EXTERIOR SIDE OF WALL.-\ I I- % DESIGN/ EAN CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAJIL (6-16d) 8-GUN NAILS I 1. STEEL LINTELS TO BE MINIMAL 36" A - SHEARWALL.HOLD.DOWN IS- FOLLOWING: GABLE ENDS OR ! PLATE TO HEADER: LINTEL MUST HAVE CORROSION - BRICK SPECIFIED..-NOT REQUIRED AT - .- - i I I - ADJ - ADJACENT LG - Long 1. : cc CIS CS / i P RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR '2-STIORY I 11 I NNj Z ,. JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS MANUF - Manufacture � THAN 8' OR OPENINGS LESS ; 24" O.C. DATE .l � PAINT. . WALLS ; : At 0 ! I RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS -WEATHER MONO - Monolithic .I ., il .. I THAN 3'-6" 11 � I I I 11 I 11 -- 11 I .� - r BARRIER BRG - BEARING OC - On Center . I :. � : HEADER Imu I r- * 10.27.16 JACK RAFTER TO HIP TOE NAIL -10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-O". SHOULD NRY UNIT � QSB,---!:Qriented Strand Board I . I I I � 11 0 '*� FASTEN ** (3 I � . '. . , � - - SCALE I .1 BE LATERALLY SUPPORTED NOT TO r-7.1 DBIL - DOUBLE PERP Perpendicular ! I A I A I TIV A I L I - i "C OmEz DGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. wl 2-1/40" WD. DIA - DIAMETER PRE E14G - Pre Engineered I . . '. . ., . , * I - : a 0 AS NOTED I .. . . 41 , . ' ' �, 'I.'::A- .. I i -�., - . / 11 CS18 STRAP W/6-10DKlh 0 Ck (j I ==� LINTEL � .. . V.... - .. I:. : . ...* V., I I I I � - , 4i If CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE SCREWS INTO HEADER PROVIDE A '/2" ATTACHMENT PSF - Pounds per Square Foot . * ; 4�. . . ..: 'il.I ., 'd., :.',-'� ,4 1 � N�. - - NAILS EACH END. STRAP ATTACHMENT LPA No. VERTICAL SLOTTED HOLE FOR SCREW. -1 SEE NOTE 2 PSI - Pounds per Square Inch I .. .4 ".1� . - * 4 . .-.- �4 :, - . :. I 0 0 ;z . STUD OR 2X10 11 ---T- 11 INTERIOR OR EXTERIOR SIDE OF WALL. CA4§E� '% 93 1 . I I . . . . I i,,� I I QT - �uiclk,rie . . TO TE ANCHOR I Nlll-�STRAP NOT REQUIRED AT THE FOLLOWING: tj CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS I EOR - ENGINEER OF RECORD . PT - >RESSURE TREATED 0 � 014 Z�, TOLL-16-00786 TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: I I I. I - ,,� ,,--.Reinforce . - � .. I � STRAPPING NOT REQUIRED -1 - BLOCKING FASTEN-' CONTROL No. . I. STUD TO SOLE PLATE HORIZONTAL TIES 0 24" O.C., VERT. -fl ii , . I . LOCATED. WITHIN 6" 0 PER SCHEDULE AT LOWER LEVEL HEADERS__/., -U- w/8-10d COMMONS I ,, . REINF � I I . I I I - SOLE PLATE To JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT 4F SHEARWAL- UNLESS SPECIFIED ON . .- _j4"- JACK TRUSSES LESS 4 5135 WIND-ZONE VERT. 11ES 0 16" O.C.). SEE PLAN . SPF -Spruce Pine Fur HOLD DOWN IS !SPECIFIE) THAN 8' OR OPENINGS LESS a BRICK LINTEL, � I I .. � SYP -,;Squthern Yellow.Pine . ... SINGLE STORY LL SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN ,I I 1, I i .� � (STACKED WND THAN S-6" IN FTG - FOOTING .. I ,� ; . ! I ...r � I I 11 . �. I'L . � THRUL Through I . '� Typic'.�. UN TACKEQ WINDOW a I 3"xO.131'0 = GUN NAILS 2"xO.113*0 = RINK SHANK 12" OF OPENINGS. PROVIDE-3/16*0 WEEP TYP '- f)ipicai t*'08 L I-- EADER STRAPPING IL . 2*xO.113'0 = 6d 2V2*xO.131`*0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION. MEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted . � W �: W 0 . ... Uj (3 3"xO.148*0 = 10d 31/2"xO.162*0 = 16d FLASHING. OF BRICK LINTEL I I.. .. VERT,7 Vertical 1. .. I Vo,61 .1 L S000 , I - ., . ... . N....."O"' . - ru 0 U) LLI 11/2"xO.148"0 = 10dxll/2* 111/2"xO.131*0 = Bdxl'/2" � ;''i, !: , , WWF. ,Welded Wire Fabric ' 11 .'.I .. cc i ; I I : , L . L - 1 I I. - -- - � � . I � . . - ---- 2 . i T E E W 22��A N� �W , . Im Im ----%-j . . . , , a. , - , * "- m (,O"-- I F7N I A S1 mm \\� //r" - rAR I I I I I Cl TRAI OPI rammF-b - SEE _j � �- rr- \ Ya I , � i � I I // - . -!I. .--J. ...- I I I e zil I *' I 1\1-.-�- llllL�� ' V 1 F 3 1 1 * - - -- - - - I L.,-.41 - - - - , , - L- '' * F -: ) ` ,-- --, -I . -A -1 L " , , ,�l I - I , �l I -'- I I I I >- `-� I,%.�� - . 4 [111111111111111111111111111 IT, q, . 0 ��JNP In4 i--T'ff3U I Im - W r- a ATNN j I C i Ip $eOVER LAI K. I f I � P r U F3-PL� I A r-PI Y kS1-NN"""""""""N�................J...................ol) -\ r- "l r d"""J"""I �-�- . I I :4iH I I 11 11 N�N ��:��:� a, pa It NOT SC A- ESE DRAV S NISS UNCLE P _C IT C VH LAH E 'NSI0jR HE r_7 0 CON _ I I I A TO HEADER� ;-1 . S WC SC�W to D _ E_ NNw _j = NOW I I ; . . i I .. I FE W. j . . I . I I . . L. . .. . ... � :L � L . . � I., . L :,.. . I I . . I : I I I I I . I I � I I . I ,. . . :. '.-� I ! I I 9; I � . �. I �,� . I .: ,� i ,, I � L � II I : I I— I I � � � I .. � -- 2x6 SYP#2 BLOCKING BETWEEN 2x6.SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- PLATE w/ 10d 0 4* O.C. WALL SHEATHING PLATE w/ 1bd 0 30 O.0 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. 61# (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MA NOTCH HEADER AT SHEARWALLS AND L PLATE,-\ /-BELOW TOP PLATE STUCCO FINISH Lou Pontigo and 5-8d COM P)RCH SHEATHING, HEADER EACH SIDE S*E SPECIFICATIONS Assoc i a tes, I nc. I PORCH 16d COMMONS OF SPLICE 16d COMMONS B'LOW 01 Boo 0 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER, 0 80 0.C. SHEATHING SPLICE C. SEE PLAN. PERPENDIQULAR TRUSS 4200sceola Avenue 24" O.C. BETWEEN OUTER WALL PORCH PARALLEL. HEADER & SUPPORT FULL HEIGHT- Jax. Beach, Florida 32250 FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 DEJAIL B CONT. R CONT. RIBBON TO WALL PERPENDICULAR STRAPS ANCHOR OR DTT2Z IBBON 8d COM 0 EACH END w/ 3-0.1310" NAILS MIN. (2)2x4 WOOD Ph. 242-0908 Fax.241-9557 BOARD (TYP) BOARD (TYP) 3" O.C. HOLD DOWN AT * FL:CA# 8344 SC:CA#3579 1 (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FLO EACH SIDE FLOOR _L+L OPTION TOPORCH HEADER. WALL FLOOR OR OF SPLICE TRUSS- SHEATHING-\ TRUSSES-\ TRUSSES 24" 1 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w/1 1 P03T 24* 16 GUAGE 4x4 POST.ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dxl)�", EA. END BELOW STRAP w111- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. 1 Odxlh" EA. END LSTA1 2 FOLDED OVER TOP - AT SHEATHING EDGE DOUBLE TOP PLATE PLATE w/5-1 Od NAILS 8d COMMON WIRE NAILS END W/ ZY4" OSB or PLYWOOD w PORCH. CONTINUOUS OVER TO BLOCKING 0 3* O.C. 3-10d COMMONS E INTO TOP PLATE & 5-10d EN RIM BOARD Y4" LA!%L- PORCH HEADER, SLAB 6" HEADER NAILS INTO BEAM. SPACE % SHORTER THAN SEE PLAN-\ ITS16 MAX: 0 48" O.C.. OMIT IF WALL F I - '' WALL FRAM WALL FRAMIN RAMING 3TRAPS SHEATHING IS INSTALLED No."i VERTICAL JOINTS WITH LINE ROOF TRUSS ING-/ G FLOOR SYSTEM. ALIGN CEILING WALL F MSTA24 RODX WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST--,,�' Li T 7-. 7 'AN"SAIE TION PER- :- :'I i j�e","F '� HEATHING SPLICE -Ile 4\-TRUSS CONNEC JOINTS INSTALL FLOOR TO,-` FOR PERPENDIC LAR r FLOOR STRAPPING PLAN MEW OF ELEVATION MEW OF F ED 5-8d COM BLOCKING ONLY REQUIRI 8-GUN S PORCH PORCH HEADE8 PORCHHEADER SEE DETAIL B ABOVE OPTION 1 OR <A A, AT SHEARWALLS AND EACH SIDE TINUOUS 2x6 SYP#2 A �z NAILS CON 0 AT CORNE AT POST AT POST STUCCO FINISH OF SPLICE FULL HEIGHT I I I LEDGER FASTEN WITH '�6 :'o oP'n0N 1 OPTION 2 - 07 0 ANCHOR OR DTT2Z -4- 5-0.1310" EA. STUD. PORCH SH ATHIN! SPECIFICATIONS* X15' ".4 OVER LAP SHEATHING I OPA RIM BOA Q OPTION FLOOR TRUSS PA HOLD DOWN AT MIN. (2)2x4 WOOD 46111111IN1111610 1/2 GYPS (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OFPOST BELOW. & (1) APJ. EARALLEL TRUSS NOTE 1: OR OPTION B fOPORCH HEADER. QETAIL A Christopher J Sabourin PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6' O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461 FLOOR TO FLOOR WALL SHE,4�THING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r-3-%\TYPICAL PORCH BEAM CONNECTION jg;��4 �W�ALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF ReviSMS DATE �O AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR -DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REAC110H EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T. -4- BOT CHORD w/ 0.131x3" 0 3" O.C. �FIELD��LTM FLOOR OR TRUSS. FAST*ENED TO SHEATHING w/ 8d 0 3" O.C. ROO. AT�M 2x4 SYP#2 CATS AT 12' ROOF TRUSS. TR U SS. ----------- ----------t ID� CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP-- 11 SDWC 15600 ----------- -----------4 4 PONTIGO&ASSOCIATES PRIOR TO PLATE w/ 4-0.1310" 1/4 SHEATHING FASTENED TO @ 32" O.C. COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORK31NAL 16' MAX. OSB WALL D r FIELD ALTERNATIONS MADE PRIOR TO SYP#2 CONT. ATTACH 1 1) BEING APPROVED BY LOU PONTIGO a FASTEN CATS EACH END TOP PLATE AND TRUSS /--SHEATHING ASSOCIATES MAY RESULT IN 3-0.13lx3m COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ SHEARWALL OR SHEARWALLI S 8d@3 SW 8d@3"Z61' IL EXTERIOR WALL --I PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE ,ALTERNATE A ALTERNATE B ALTERNATE C ALIERNATE G TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT POST BELOW WITH 2-CS�106 STRAP KING POST TO UPFER TO LOM STUDS UPPER TO LOVER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16_) ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/ OSB DIAPHRAGM FASTEN ROOF FLOOR D I Od 04"O.C. SW BdO3/6: (2) CS1 8 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED TRUSS.N FLOOR TO NAILER w/ (1) ROW Bd 2x4 SPF#2 CONTINUOUS _2!!!� TRUSS. S FOU A END STUDS TO FOUNDATION HEADER DOWN CONNECTI[ON HEADER UP CONNEC11ON 0 3" O.C. FASTEN TO TOP-- LEDGER FASTENED W 8d*3/6: HTT5 OR HDU5 W 8d93/6: HTT5 OR HDU5 PLATE w/ (2) ROWS 7/ Ose TRUSS WEBS WITH- PIATE ANCHORS SOLE PLATE ANCHORS CONNECTION CONNEC11ON OF 8d 0 3" 0.C. mm BLOCKING w/3-0.1310" 5HEARWALL NOTES: TEE SCH DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 31SO.0 CALL OUT UP,IFT CONNECTOR CALL OUT UPLIFT CONNECTOR PANNEL COMMON. 20 SPF FLOOR :1 2: . AT ROOF TRUSS, 1)1�1 TT � H i SYP#2 2x4 NAILER FASTEN D ALL AROUND FRAMING ;p-q 1 'ONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP &JOT A LS18 0 32* O.C. w N, HOOSE A,B,C,D, OR G. 1. PROVIDE 3(6" OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN Uj TO TRUSS BOT. CHORD FASTEN CATS EACH END w1_1 2x4 SYP#2 CATS AT 12" PROVIDE 2, x BLOCKING AT I'LL PANEL EDOES. (2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. \\-O.C. FASTENED TO TOP . USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS INTERIOR PLATE w/ 4-0.1310" T 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 SW-2 SHEARWALL. SHEARWALL OR_//U COMMON. NDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE W.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N \-5-16&NAILS EXTERIOR WALL RUSSES. TYPICAL) & FASTEN ALL INTERIOR S V TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE Q ALTERNATE E ALTERNATE F 3. USE ALTERNATE 1'. & F FOR FLOOR 4. INSTALL INTERIOR Foorii IG BELOW SHEARWALL PER DETAILS ON S1.O IL LISS ATTACHMERL__Jj U SHEARWALL ATTACHMENT AT ROOF Et FLOOR r6 TYPICAL S EARWALL ELEVATION 7 HEADER TIE DOWN PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. S DETAIL ONLY APPLIES WEN NOTED ON PLAN ��01 Am 8d COMMON NAILS L4 1'2d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE AND M=CATI AT 3m O.C.(TYP) ROOF NAILS (T`f 2x4 SYP#2 OUTLOOKERS TRUSS ACING mm","0 ONS 2x4 BLOCKING. FAST-N TRUSS 0 24" 0.C. 1.)ALL'BRACING LUMBER SHOWN, EXEPT FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-1)d-1 H3 Q& H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAI-S OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW k to 6-10 (1)DIAGONAL BRACE PER w/ 4-12d NAILS AT EACH RAFTER. TO BACKSIDE OF WEB. T B OF THE BRACIED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. Uj V__ 2X6 LI ED TO 161 3.)PERMANENT PERMANENT BRACING 0 Z ROOF TRUSS ROOF TRUSS ANGLE BRACING A4. WHERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. DRAWNGS. THE CONTRACTOR SHALL -R NAILS FROM RAFTER TO LEDGER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGE I PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY 1 00 SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#*2 MAY BE OMITTED WALL SHEATHING UP t T-BRACE FASTENED TO 1.1 BOTTOM CHORD BRACING BLOCKING MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 VO.C. I I PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH A T. TO BOTH H3 ABOVE I I TRQS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 Q& CS16 DIRECTLY LESS THAN 4'-0* FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, 101 GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL 0 6" ON-CENTER AND GRADE AS WEB ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE 101 AT END WALLS PROVIDE DIAGONALS REAC11ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"ox6m SDS SCREWS END W/ 3-10d TOENAILS LOCATION. E MORE THAN (1) LATERAL--- A q I I (APPROXIMATELY 457.) TO THE 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 wl 8-1/4"OxV SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE;, 161 ADJACENT EXTERIOR PERPENDICULAR 1251-1540 2x1O w/ 10-0.131x3" BLOCK TO DBL TOP AS SHOWN. WALL BETWEEN EACH LINE OF BRACING U PLT W/ 2-H2.5T 0 TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING IPROVIDE SOUD SIPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, V-FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO BOTTOM- 8-10dj I LSTA1 2 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS \-TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL SDWC15600 0 36" O.C. OMIT IF F E E DECK LEDGER AT OVERFRAME RAFTERS 0� GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING L TiNS DETAIL TO FASTEN OVERFRAMIED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6* MAX. SCALE: 3/4w 19-01* FRAMING ECS N OT MIN 2 PLY STUD D�R C 0 L R_?� T US OT S 0 CL T MIN 2 PLY STUD ENGINEER N HOWNI F R ARIYY 2. ALL MATERIAL TO BE SYP#2 IN UEU OF 2 STUDS' IN LIEU OF 2 STUDS D 11 ITSACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT 36' LONG STUD WASHER--� PLAN MIN 2 PLY 36" LONG STUD OR BEAM ANCHORING SPECIFICATIONS )MSTA24 STRAPS STUD FASTEN w/12- [FASTEN w/12- FOL OVER TOP PLATE (2)MSTA24 STRAPS @ 7 FOLD OVER TOP PLA SIMPSON HTT5 OR ro-7" FULL HT. k ASTEN w/18-10d TE NAILS (2)MTS12- DOUBLE SYSTEM SHALL CONSIST OF %*0 A307 THREADED HDU5. FASTEN (2)MTS1 2 SOLE FULL HT. ANCHOR FASTEN w/18-10d 0 UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0.1310" GUN 0.1310" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING F ANCHOR FOUNDAT16N AND TO THE UPPERMOST PLATE AT THE N DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2*x )C STEEL WASHER. W/8- Y4-Xl)k- r THESE DRAWINGS.IF A DIMENSION IS SDS SCREWS UNCLEAR REFER TO THE WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 o ARCHITECTURAL DRAWINGS OR SIMPSON FULL HEIGHT OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 1'��HEIGHT _ � 11 N * 0 (2)H2.5T (2)H2.5T 01 MINIMUM 2 PLY LTT20B THREADEDROD FULL HEIGHT i 14' ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD STUD� - THREADED ROD WITHIN 6" OF MINIMUM MINIMUM SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT ROD EPDXIED HD rl STUDS PROVIDE ROD PROVIDE A HOLE IN THE PLATE %* LARGER THAN THE 4" MIN OR DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD 2 PLY EPDXIED GIRDFR (SEE PLAN) 2 PLY AT 2ND STORY PLAN NAME SEE PLAN FILEVATION STLID-\ AT 2ND STORY THREADED [�,,6- TITEN STUD STUDS PROVIDE FRANKLIN CARIBBEAN STEEL COUPLER 0, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN h* THREADED ROD 2 CS18 STRAPS WHERE ONE CON11NUOUS ROD IS UNFEASIBLE. THE XIED 4" MIN OR AT BASE OFSTUDS DESIGN/DRAWN/CHECKED (OPTIONAL, LOCATE FULL H T. AT BASE OF STU ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) hx6m TITEN HD .0 I[n�OR TO FLOOR) AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%*x6v)* MINIMUM CS / JB P AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO U 1 2 PLY HOLD DOWN SEE PLAN DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD INE NUT ASM 11HE UPPEMW FLAIE SHALL K SIMPSON DTT2Z ROD = DTT2Z 10.27.16 UMM O%U 11HE WHER 70 A SNUG-TIGHT FULL HEIGHT ANCHOR INSTALLA11ON CHART _w/8- WAX" HTT5 ROD - HTT5 FLOOR C a mmom I=ONE-411ALF IM OF A STANDARD SCALE SDS SCREWS BUILT-UP POST,- BUILT-UP POST,- FRAMING UWKM (APPROMATELY 30 FT.-M OF Mt=� THREADED OW TO SHRINKAGE AND OF KIIIII11.01ING SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT ROD 0 wOODODATE CO�CffTE WASHER EMBEDMENT EDGE 010INTRACTORS;SHALL RE-71IGH1EN NUT TO 30 0. H LPA No. 0 SPEC. DEPTH DISTANCE FT.--LDL OF TOROM AFTIIER ALL 7RADES ARE THREADED ROD-- FOUNDATION, 0 SEE PLAN PER PLAN. 3/8 '/1"0 1 '/2*0 1_2x2x'/a" 4* 4* 2" 3" COMPLEX AND PRICIR TO NSULA1XK 0 TOLL-16-00786 EMBEDMENT 5/8 �3x3x'/4" 7.5" 12m :W 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 TT20B CONTROL No. Y�_O 1 1/4"0 DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALIERNATE FOR ALTERNATE FOR OPTION 1 OPTION -Z w MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 5135 5 FULL HEIGHT TR CONVENTIONAL FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD /8" FULL HEIGHT ROD -1 SHEET WALL SECTION 111READED RQQ INSTALLA11ON CHART 3 LL HEIGHT ROD ALTERNATE C HOLD DOWN A17ACHMENT DE IL FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM HVIENT FULL HEIGHT THREADED ROD 6 GIRDER BEAM STRAPPING 12 EN 1 0 Soo] 0.1 THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN ALTERNATE SOA HIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET2 OF 9 E C -RAMING WA S UIRED A n PD R 4 �REV19 A 4X V T TC 0 'OST To 2- S ED 4f/j .C. ;W_21 qT TI-! I OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE' ALWAYS PLACE TOP PLATE . . .. . . . . . . . . . HEADER AT HEADER AT TOP OFROUGH TOP OF ROUGH OPENING OPENING CRIPPLE . .. . . . . . . . . . . . . . . . GARA E a . . .. . . . . . . . . . . . . . . HEADER . . . . . . 7 w/3x3xV4" PLATE . .. . . . . . . . . . . . . . . . . . . . . . . . . . . T.R. . . .. . . . . . . . . . . . . FULL HEIGHT GARAGE HEADER, GARAGE HEADER, ALWAYS PLACE GOAL POST, FASTEN TO STUD . . . . . . . . . . . . . . (ONE IN SIDE . . .. . . . . . . . . . . . . THREADED ROD`�', SEE PLAN SEE PLAN HEADER AT . . .. . . . . . . . . . . . . . . PACK WTH 2-ROW$ OF 16d . . . . . . . . I . . . 4 k Lou Pontigo and TOP OF ROUGH RING SHANK NAILS 0 12" O.C. WALL) X ,,�2)20go STRAPS OPENING L L ] i TEXTEND HEADER TO HEADER TO JACK ATTACH GARAGE DOOR THRU -EXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS K- UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL r-64 POS AS SHOWN. H TT5 W/ /STUD PACK, PER GARAGE DOOR (2)2x6 7—(2)2x,5 SPF#2 AS SHOWN. 0 / I Jax. Beach, Florida 32250 (2)2x6 JACK STUDS W THREADED ROD SUPPLIER JACKS M66 (2)MSTA24 Ph. 242-0908 Fax' 241-9557 EPDXIED 12* 6 4'-O"x4'-O* PIECE OF WALL (2)MSTA24 j- AND (1)N� 4'-O"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA# 8344 SO CA#3579 HTT5 w/ KING. SHEATING INSTALL ATUPPER \HTT5 w/ (2)2x6 \-CORNER 1* BELOW GARAGEHEADER (2)2x STUD CORNER\,,, THREADED ROD CORNER 1" BELOW-GARAGE HEADER r)FTAIL A V THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A 0 ON EXTERIOR STUD (TRI.MED AS AND (1) SHOWN) EPDXIED 12" EPDXIED 12" > 0 0 SHOWN) KING.\ ALWAYS PLACE 'HEADER AT FLOOR 01�0 5*1 P.T. SOLE PLATE IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FASTEN SHEATING TO HEADER w/ 8d COMMON Off GALV. BOX NAILS -P& FAS --N SHEATING.TO HEADER w/ 8d COMMON OR GALV. BOX NAILS TOP OF ROUGH 00 EI .0 Ok 4 J, GARAGE SOLE PLATEJ H TT5 w/ HTT5 wl IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING f X. , THREADED ROD (STUDS, BLOCKING & SI LLS) TYP. OPENING ANCHOR THREADED ROD SILLS) TYP. ��/JACKS AND KING 5D \GEN E (STUDS, BLOCKING & 8 v PDXIED 12" EPDXIED 12" TU SOLE PLATE_/ "1 4 A DS PER PLAN. 4' e-I.. ANCHOR GABAGE WING WA L S -16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 No. 1 THICKENED SLAB EDGE HTT5 w/ 3 AT GARAGE OPENING. 2 %" THREADED ROD 5 6x6 P 4 OST WITH ABU66 P01,11 A �;D BLE ETyk EPDX W/ is" THREADED ROD S F L A- 16 IED 12" IDS.) DRI-LED i IASH ER. P.T. SOLE NOTES: EP�XIED X14" EPDXIED 12" MIN & 30 PLATE JIM THICKENED SLAB EDGE AT Q, I GARAGE OPENING. 0 1. ALWAYS PLACE, GARAGE HEADER AT TOP OF ROUGH OPENING. 00 1 1k *wall N + GARAGE WING WALL ELEVATION 7 A 4' A A 4. .,q Christopher j Sabourin PE FL PE#71461 GARAGE HEADER FRAMING WHEN 2 GARAGE PORTA L WING WALL GARAGE WING WALL FRAMING LESS THAN 1211 GARAGE CENTER WALL FRAMING REVROM -DAM 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN .2 SCALE: 3/4m = 750 �RE M CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO 2x8 SYP#2 MAKING ANY STRUCTURAL RELO RIDGE BEAM 3-12d TOENAILS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& 2x6 SYP#2 AT 24* O.C. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEB. (4)16d TOE NAILS (6)12d COMMON AT EA. EACH RAFTER TO END OF CEILING JOIST SPLICE 2x6 x 4'-6" P.T. SYP NO.2 TOP PLATE TO ROOF RAFTER (TYP) EXPOSED RAFTE� TAIL TO EACH ROOF 0o 0 00 STUD WALL, TRUSS 0 24" O.C. 0:0 .0010 n... ` CONT. SHEATHING TO BOT. OF SEE PLAN. 2x6 SYP#2 CEILING JOIST w/ FLOOR TRUSS. NAIL TO EA. FLOOR (8)12d NAILS EACH END, FULL DEPTH TIMBERSTRAND TRUSS w/2-ROWS OF 8d COMMON OR LVL BLOCKING 0.C. (1) SIMPSON H2.5T (1) SIMPSON H2.5T NAILS 0 4 0 48" 0.C. CLIP EA. JOIST. CS16 STRAPS BETWEEN EACH TRUSS. O'b -4- WALL 0 32" O.C. FASTEN PRE-ENGINEERED- I SHEATHING TO RIBBON BOARD--,,,",,.,' WOOD ROOF TRUSSES. 2x SPF BLOCKING U BLOCKING wl 2-8d NAILS. --SIMPSON LTP4 BETWEEN 12d COMMON RIPPED TO FIT V) EACH FLOOR TRUSS WITH GAP SHOWN CS18 w/7-10dxlXm WIRE NAILS 0 4" 0.C. a_ EACH END 0 48" Uj < STAGGERED O.C. STRAP CAN BE CONT. 2x4 NAILED TO EACH SOFFIT, SEE INSTALLED EITHER ARCH, 3 TRUSS w/2-12d COMMON FACE OF STUD CS18 w/7-l0dxl)!j" NAILS EACH END 0 48" O.C. STRAP CAN BE 2x4 BLOCKING BOT, DOUBLE INSTALLED EITHER OF FLOOR TRUSS TOP PLATE lx4 P.T. SYP FACE OF STUD ANCHOR WALLS TO FRAMING w/ MTS12 ATTACH TO FLOOR TRUSS FASCIA FLOOR FLOOR -8d 0 3" FLOOR AT 32" O.C. WHEN OVERFRAMING FALSE DORMER W/2-12d TOENAILS TRUSSES TRUSSES TRUSSES \\-STUD WALL, OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING SEE PLAN. OR JOIST. SHEATHING MAY OR JOIST. OR JOIST. BETWEEN TRUSSES 0 SIMPSO14 MT812 16" O.C. FASTEN BLOCKING TERMINATE AT 0 EACH FLOOR TRUSS EACH END w/SIMPSON A35. ROOF SHEATHING SHALL TOP OF DBL. EXTEND CONTINUOUS & DORMER SHALL BE BUILT ON 4< TOP PLATE. OPTION A OPTION B BEAM SEE TOP OFROOF STRUCTURE. OVERLAP PLAN STRAPPING SHEATHING OPTION n ANL DROPPED BEAM 6 WA 7� C 4< RA 8 r5 FTER TAIL DETAIL LL STRAPPING OVER BEAM DORMER DETAIL ANTILEVERED FLOOR TRUSS DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN .2 SCALE: 3/4" 1'-0" .�.2 SCALE: 3/4" l'-O" \�O..2,1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN V) o LL1 co KING STUD TO TOP PLATEm 0 0 4 0 SDWC15600 SCREW. L (D 4 0 0 0 STUD TO TOP PLATEm o SDWCl 560CI SCREW.:--/ 0 32" D.C. o STUD TO TOP PLATE: STUQ TO TOP PLATE& SDWC1 5600 SCREW. SDWCI 5600 SCREW. 0 320 O.C. 0 32N O.C. STUDS TO TOP PLATE STUD TO BOT PLATEe BOT PLATE SDWC1 5600 SCREW. X"Wr G SCREW 0 32" D.C. MISC HUQER TO JACK $TUDI.- NTH ROUN, WASHER 1-MSTA24 AT EACH FLOOR 'MUSS FRAMING DETAILS I QQJ PLATE TO FRAMING_ ROT PLATE TO FRAMING_ BELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD To BOT PLATE@ BOT PLATE IQ TRUSS TBUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. 0 32N O.C. X"Wrr G SCREW DO NOT SCALE DIMENSIONS FROM NTH ROUINEI WASHER 71!r2-- ---------- ---------- --- AT EACH FLOOR TRUSS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ---------- ------- PLAN NAME FRANKLIN CARIBBEAN DESIGN/DRAWN/CHECKED I llu Hill I I CS JB /LAP DATE TRUSS OR BEAM PARALLEL TO WALL ABOVE 10.27.16 VWN 1 WALL STRAPPING DETAIL WALL STRAPPING DETAIL SCALE WALL STRAPPING DETAIL so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AS NOTED THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. 0 TOLL-16-00786 CONTROL No. Uj 5135 SHEET SOe2 0 SHEET 3 OF 9 ,0/ V- "V7 6 mo"A, re 64 1! 12 7 RJ 11; 11;1 i 75 -7 4 t 41 Val v ij 0 m J, �Jll SYMBOLS LEGEND Oil, DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE iN:!�100, 0 V, INTERIO R LPAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM TRUSS, SEE PLAN Assoc i a tes, I nc. 20 Osceo a Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 f -OVI 0 V No. IZZA vi, -2'f 61 9 10 S TAT -1011 8 XI ORI 0q. S1.01 S1.01 k Christopher J Sabourin P E I .............. % FL PE#71461 - - - - - - - - - - - - - - - - - - - �4 7t� DA MONO FOOTING TO j -I- F- CD S1.01 bi 'N F3 0 STEMWALL w/ 2-#5X60--,i'�' ,J� I r6 Ln DOWELS EPDXIED 6 A- -J M; S1.01 66 :-A ,-a 13 13 -2 7 e- 4" CONCRETE SLAB W/ 1 1.1 r4 FEW ALTERAMM r6FIBERMESH @ 1.5 LBS/CU.YD. S1.01 CONTRACTOR SHALL CONTACT LOU L S1.01 PONTIGO&ASSOCIATES PRIOR TO OF CONCRETE OR 6x6 W1.4xW1.4 S1.01 MAKING ANY STRUCTURAL FIELD 00 MODIFICATIONS WHICH MAY VARY WWF ON 6MIL VAPOR BARRIER FROM THE INTENT OF THE ORIGINAL PAVERS IN PREPARED GRADE.-\ CONSTRUCTION DOCUMENTS.ANY 12x12 PIER TO SUPPORT BOX 00 FIELD ALTERNATIONS MADE PRIOR TO BY OTHERS PAVERS BEING APPROVED BY LOU PONT1GO& COLUMN ABOVE. REINFORCE w/ BY OTHERS ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 2-#5 DOWEL BARS. TOP OF -j INSPECTION FEES. PIER HOUSE SLAB (TYP.). 6 S1.01 F3.0 F2.0 F- X X X X X X X l'! A X X X X I X A X X X X 1X X X X X ISOLATED FOOTING SEE 114- DETAI 1 F2.01 -r-q N 4'-8 L 8/S1.01. 66 --�Si.oi 9 Uj F3.0 Si. 1 S1.01 'I've PROVIDE SAW CUTS PER 7B ^4 2/S1.01, BUILDER TO S1.01 `10B �Si.oi/ COORDINATE WITH FI�ISH 31.01 FLOOR MATERIAL, 6 2 4 7 -6 1 -8" 1 L I < V) N 31-C 4 PROVIDE 2- RXE-R: �Si.oi/ RS AT SLAB MID E TH K"3 Y SAWCUT MONO FOOTING TO F F3.5 F3 LSTEMWALL w/ 2-#5>30 A10B� 9 ) DOWELS EPDXI--D 6" MIN. Si. I, 'A S1.01) 00 S1.01 0 UJ -1 OPY 7 3 7 T F2.0 00 S1.0) 3 1-1011 -0 A 8 S1.01' S1.01 -211 9 10 60f 21-211 7 1-0" DQ 0 FOUNDATION PLAN SCALE: 1/4" l'-O" FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOOTING SCHEDULE AND NOTES FRANKLIN CARIBBEAN PLAN NAME r DESIGN/DRAWN/CHE BOTTOM BARS DEPTH WIDTH LENGTH TYPE CKED CS J8 LAP 3-#5 EA. WAY BOT. 21-0" 2#-0" F2.0 DATE 3-#5 EA. WAY BOT. 20-6" 2#-6" F2.5 10.2716 3-#5 EA. WAY BOT. 3)-Om 3P-091 F.3.0 SCALE it-011 4-#5 EA. WAY BOT. 30-69* S-6#9 F3.5 AS NOTED 4-#5 EA. WAY BOT. 1--0- 4-0" 4'-0" F4.0 LPA No. 4-#5 EA. WAY BOT. -0- 4-6" 4'-6 F4.5 TOLL-16-00786 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, Uj 5135 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. UL 3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 . OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE ANCHORAGE PER TYPICAL WALL FRAMING PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. AND ANCHORAGE PER (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS., CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1—#5 CONT., PROVIDE SOLE PLATE ANCHORP 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.) /,/SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, BLOCK w/ 1—#5 CONTINUOUS Assoc i a tes, I n c. LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue PERMANENT LATERAL Q 1 . 7 1 to I—`- SLAB ON jax. Beach, Florida 32250 SUPPORT DETAIL. -SLAB ON GRADE, 5 Ph.242-0908 Fax.241-9557 %,.-SEE PLAN. GRADE, SEE PLAN. L:CA#8344 SO CA#3579 GRADE OR CONC. SLAB, SEE PLAN. V v I X-1> #4 DOWEL TO MATCH VERT. A SHOWER PAN SLOD ES TO RAIN, SEE ARCH SLAB ON Id #4 VERTICAL DOWELS 0 24 0) O.C. E 8 STEMWALL SCHEDULE GRADE 900 BEND INTO FTG. STEMWALL REINFORCING (SEE 4 PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. LU A IN 6 00 x No.7 SCHEDULE) w/ 6" HOOK INTO z S N CMU REINFORCING EE PLAN COURSES FOOTING. LAP VERT REINFORCING 4 257, 117- STEMWALL IS GREATER < P3.0. Id 1 TO 6 #4 VERT. 0 48 LIJ C. 00 _j 7 TO 10 #4 VERT. 0 24"O.C. "`*N�CONTINUOUS CONCRETE 64.0 lo� i v! 4 STAT THAN (3) COURSES. STEMWALLi SEE 1 /S1 .01 ORI CONT. CONCRETE FOOTING 11 TO 12 #4 VERT. 0 8"O.C. FOOTING -3 CLEAR STEMWALLS OVER 6 COURSES TO 8"d x 16"w. -.1—STO1RYf w/(2)#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT h r i s t o p h e r Sabourin PE 2—STORY, w/(3)#4 OR (2)#5 CONT. to REINF. BETWEEN EVERY OTHER 1.0"d x 20"W -7� 10 x20" F L PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. RW5104S DATF_ STEMWALL FOOTING FOOTIN,IG W/ SHOWER RECESS I/�3 GARAGE STEM WALL �,s (IF REQUIRE)) �.O 1 (IF REQUIRED) -�01 SCALE: 3/4" V-0" -�01 Mw ZTMAMON CONTRACTOR SHALL CONTACT LOU STEP, SEE PONTIGO Et ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD ARCH. MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL TYPICAL WALL FRAMING (4" MAX.) EQUAL TO SLAB CONSTRUCTION DOCUMENTS.ANY 4— FIELD ALTERNATIONS MADE PRIOR TO AND ANCHORAGE PER THICKNESS. BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN CONSTRUCTION SPECS. ADDITIONAL ENGNEERING OR 7B !2 SLAB BECESS INSPECTION FEES. BRICK VENEER IS SLAB ON ACCEPTABLE WITHOUT 4 V 4' 4 GRADE, 4- WALL FRAMING INCREASE OF FOOTING z SEE SIZE. ADE, 2� X 00 ELASTOMERIC SEALANT—\ SEE PLAN 2—#5 CONT. 2 PLAN. 1" DEEP SAWCUT w/ SLAB ON GR WALL FRAMING STEP, SEE ARCH. PLAN.--\",, U SLAB ON _7) GRADE, 00 SLAB ON _4 I`_SEE PLAN. GRADE, e .. - 00 41 4; ALT. FOOTING AT t SEE PLAN. 1k BUILDERS DISCRETION. NOTES: 1) PROVIDE SAWCU TS Td CREATE #3 @ 48" O.C. OR APPROXIMATE 12' X i2' �MAX. SQ. ROD CHAIRS (TYP.) 2) SAWCUT CONC. SLAB �WITHIN, 4 TO 12 HOURS OF CONU. HLAUEMENT. OPTIONAL 3" Uj a x1 6" 12 W/(2)#5 CONT, 2" FLAIR 8"x2O" 1—STORY, w/(2)#5 CONT. 8"A 6" 1—STORY, w/(2)#5 CONT. Z 2—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. 5 BEA NG AT INTERIOR MONO, FOOTING AT STEP*o-DOWN MONOLITHIC EDGE FOOTING SAW C JT DETAIL r6 S1.01 4< Uj �01 �_o 1 *..*�-O TYPICAL WALL --RAMING AND ANCHORAGE FER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE ,-/ORNER BARS (TYPICAL) TYPICAL WALL FRAMING 4- 12" HOOK INTO SLAB. AND ANCHORAGE PER CONSTRUCTION SPECS. TYPICAL MONO— FOOTING NOTES, MATCH DOOR -yl Y44 SEE DETAIL 1 SLAB ON GRADEP__ WITH, SEE ARCH. RECESS PAVER BY OTHERS SEE PLAN.--%,-- —L SLAB ON OND BEAM w/1—#5 GRADE, SEE PLAN. SLAB ON PAVING GR4DE, 0 >< MISC SEE PLAN. BY BUILDER < 8 MASONRY 1 12" 1#5 CON T. m STEM WALL w/ FRAMING 1 DETAIL 1 OB 2 2� 8" CMU STEM WALL W/ E.J. C) '�1—#4 0 48" O.C. GRADE CONC. C4 #4 VERTICAL DOWELS @ 24 O.C. MATERIAL SLAB, SEE PLAN. DETAILS Ld ALT. FOOTING AT C/) 90* BEND INTO FTG. I J_ SLAB ON C%4 UU BUILDERS DISCRETION. GRADE, A SEE PLAN. b6 44 b. �X I �dj r1e) U _� T_ DO NOT SCALE DIMENSIONS FROM CONTINJQUS' CONCRETE 4 THESE DRAWINGS.IF A DIMENSION 6 FOOTING THICKENED EDGE UNCLEAR REFER TO 3 CLEAR--\ DETAIL 10A ARCHITECTURAL DRAWINGS OR 3—#4 HOOKED w/ 1—#5 CONT. 24 TYP 2)#5 CONT. V- VERTICALS 8" O.C. e, to ISOLATED FOOTING, 1 10 00 x20" '2" THICK x 20" WID- PLAN NAME 8 SEE PLAN REINFORCING, I r FRANKLIN CARIBBEAN _71 SEE SCHEDULE. w/ 2—#5 CONT. DESIGN/DRAWN/CHECKED CS /_.JB /LAP DATE ISOLATED FOOTING UNDER MONOLITHIC EDGE S� Em W:! AT GARAGE ft� K0,71� PORC r7� THICKENED SLAB H STEM WALL 10.27.16, SCALE: 3/4 to 1 0 to SCALE: 3/4" 1'—0" I i I SCALE ��-o 1 -�01 ��_o 1 S1.01 AS NOTED CL LPA No. 0 TOLL-16-00786 L) CONTROL No. Uj 5135 SHEET UL LL S1601 0 SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN --------- LINE DESIGNATES SIDE OF WALL THE Sw SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6* D.C. "IN THE FIELD* DESIGNATES THE HEADER SIZE, NUMBER (2)2xB-1/2 OF PLY'S & JACK/IKING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I n c. BS-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 SO CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 III lilt A307 DIAMETER FULL HEIGHT EN X5 THREADED ROD, SEE DETAIL 12/SO.1 No. 1 0.7- A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 Q T S A307 DIAMETER THREADED % *0 '(" 4 '-)x6 SP 01V O.C. ROD TERMINATES AT FIRST FLOOR -0, izz 4OR 0 TOP PLATE. SEE DETAIL 12/SO.1 FULL HEIGHT WALL.' SIMPSON HTT5 SEE DETAIL 15/S0.1 2) (2)1_75x115 1_917 I%di (2)2x8 1/1� (2)2xE3-_1/1 2)2xl 0-2/ --------I (2)2x6--1/1 C h r i s t o p h e r j Sabourin PE H M-N-M-91i FL PE#71461 _w I SIMPSON DTT2Z SEE DETAIL15/S0.1 PROVIDE MIN. WVISSIONS DA / FASTEN TOP OF I SIMPSON LTT20B SEE DETAIL15/S0.1 WALL PER (2)INTERMEDIATE/ F% DETAIL 6/S0.1. JACK STUDS. X , N 12" LONG LIGHT GAUGE STRAP (2)2x6 SPF#2 LSTA1 2 FASTEN TO TOP PLATE AND STUD POST. C14 WITH 5-10d COMMONS 04 WALL STUD SCHEDULE PLATE STUD SIZE LOCATION HEIGHT & SPACING > L _j SHEATH WALL CONT. EXTERIOR 9 0-1* 2X4 SPF#2 0 16* D.C. �FEW ALTISIZATM LL C14 MAX V_ CONTRACTOR SHALL CONTACT LOU Cr X TO TRUSS TOP 10'_1 2x6 SPF#2 0 16" O.C. 2c If) EXTERIOR MAX 2X4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PRIOR TO \-CHORD. OVERLAP TOP X MAKING ANY STRUCTURAL FIELD 1q'_1 TO MODIFICATIONS WHICH MAY VARY PLATE. FASTEN w/ EXtERIOR 14� 2X6 SPF#2 0 16- O.C. FROM THE INTENT OF THE ORIGINAL _00 N 04 1 $4 USC CONSTRUCTION DOCUMENTS.ANY %--.* 1[ 8d # 3 0.C. lot-01, Lr INTERIOR MAX 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& INTERIOR 12*-0' 2x6 SPF#2 0 16p O.C. ASSOCIATES MAY RESULT IN e-S MAX 2X4 SPF#2 0 12- O.C. ADDITIONAL ENGINEERING OR CIS V_ INSPECTION FEES. (�)M /1 _*_1 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 0 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. X CONTRACTOR MAY INCREASE STUD SIZE TO MEET (0 (2)2x ARCHITECTURAL REQUIREMENTS. %_1 (3)2x6 SPF#2 6 S 21 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN 3: TRUSS FG01 ABOVE POST. (2)2x8-1/1 OST, YELLOW PINE. Ln C3 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATE& x6 SP42 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 6\_(3)2>'B SPF#2 1.117(2)2 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT > -Ul' SEE DETAIL 1/SO.2. SHEARWALLS 6x6 P.T. SYP#2 POST POST. w/ABU66. SEE DETAIL I C)I m 2/S0.1. (TYPICAL). I COMBINED USE PANEL NOTES X 0 1. EXTERIOR WALL SHEATHING SHALL BE N o CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST LL_ /Do �x6 WALL. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING V)I X V) 04 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS ::A 2. SEE SHEET SO.0 FOR WALL SHEATHING > X 1 LC4 SPECIFICATIONS. L�A_ 3)2x6 SPF#2 LL Cr POST. 3. UPPER MOST TOP PLATE SUPPORTING ROOF TRUSS T04 ABCVF r MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O (C om 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL L -SEE DETAIL 4/SO.2. 3/SO.O LLJ LLJ > CIS 01 GENERAL NOTES m 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. X SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 04 0 V) .04 CD X SIZES AND SPACING. AT GIRDERS AND BEAMS, LL_ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER FASTEN TOP OF \11_�� I I PLIES. WALL PER FSj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR LLJ DETAIL 6/S0.1. SHEATHING SPECIFICATIONS. F 't- z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O . ......... (2')' 1./0x1b 1.9L LVL 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)'2xB::��/l 10%e)"rz (2)2x6-1Z�j 3/SO.O DS 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 SEE DETAIL 1/SO.2. ATTACHMENT PER DETAIL 5/SO.1 0 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 CS18 STRAPPING DETAIL CS18 STRAP w/ 10* END LENGTH. FASTEN FIRST FLOOR THIS END w/ 9-10d. FRAMING WALL FRAMING 0 LLI PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS V L UNCLEAR REFER TO THE PC IT WALL FRAMING LARCHLITECTURAL DRAWINGS OR z CONTACT THE E.O.R. r FIRST FLOOR FRAMING PLAN CS15 STRAP w/ 10* PLAN NAME END LENGTH. FASTEN FRANKLIN CARIBBEAN SCALE: 1/4" 1'-0' THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD CS / JB /LAP ALL EX RIOR WALL 42" 0.C. DATE UNLESS OTHER NOTED 10.27.16 SHEARWALLS 24" 0.C. SCALE (SW 8d@3 /6") AS NOTED SOLE PLT 0 f WHEN NOTED ON PLAN 0 LPA No. TOLL-16-00786 SEE NOTE 2 0 Uj CONTROL No. INSTALL SOLE PL�TE ANCHORS PER DETAIL 3/S0.0 5135 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR LL LL EXAMPLE - SOLE PLT 0 36" 36" ON-CENTER SPA ING 0 S191 SHEET6 OF 9 SYMBOLS LEGEND HTS1 6 DESIGNATES UPLIFT CONNECTION. FRAL41NO PLAN NOTES- 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. WHEN USING (2)H2.5T CUPS ON 11/2" INIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Assoc i a tes, I nc. TRUSS FASTENING DETAILS 420 Osceola Avenue jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 F L:CA# 8344 SO CA#3579 ,04, N cl� No.7 7, 7 F STAT 01 QZ 2x6 SPF#2 0.12" 0, OR .0 Q, FULL HEIGHT, WALL. 2 e- STUD DIRECTLY TOP PLATE TO SO.1 SOA OW TRUSS SDWC15600 STUD SDWC15600 Christopher J Sabourin PE 7 7 7 7 V X/ n J. 8 T_ C14 CV) 04 04 C1*4 N N C:0 C�l CD CD CD CD C� CD a C) a CD C:0 0 C:0 0 C:0 TRUS OWN WITH SIMPSON SDWC LL LX_ U_ LL LL LL U_ U_ LL U_ LL U_ U_ U_ U_ U_ U_ U_ �R"SONS DATE MSTA2 F12 SO.1 2x12 RIMBOARD Rafter to Top Plate shown THD46 FASTEN TO TRUSS Truss to Top Plate similar C14 2� CD F13 w/ A35 ANGLE. 0 HTS16 Optimal 2* SOA LL THDH26-3 OSE3 BLOCKING JUS24 06 30' EVERY OTNER FT02 JUS24 TRUSS PER M DETAI 5E/S0.1. JUS24 OSB BLOCKING FT02 RELD ALTERATM BETWEEN bpl 00 FT02 0 CONTRACTOR SHALL CONTACT LOU - - - - - - - - - - TRUSSES PER (0 STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO f (/) MAKING ANY STRUCTURAL FIELD DETAIL 5E/S0.1. FT03 UJ TRUSS MODIFICATIONS WHICH MAY VARY �*Max FROM THE INTENT OF THE ORJGINAL V) CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO Mrld/4 FT03 X U) BEING APPROVED BY LOU PONTIGO 8t SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN L JUS24 FT02 STUD SDWC15600 ADDITIONAL ENGINEERING OR PASH422 MSH422 INSPECTION FEES. M z TA2 JUS24 LVI\_j F 0 6 ccq'6- Nqtt 1. Sloped-roof rafters may be sloped up to and including V) _j JUS24 FT02 < < a 12:12 pitch and must be *birdsmouth" cut. M 2. Reference detail 4 for installation instructions. LO C> JUS24 FT02 C:1 (D (D (D (D (0 CD C LL PORCH CEILING SHEATHING LL C) LL. L_ MSTA24- JUS24 FT02 WC INSTALLATION RAN AT BOTTOM CHORD OF X X 1: X r wiz z.LA XIVA 111XIZy V rZZ1/z/ IIZI/1/1/1 TRUSS SEE DETAIL 2/S0.1. /,/I I ZZZI /Z FG01 FT01 _/ \ - - - - - - HTS 6 F15 F1 00 00 00 It 11* .. I V) T_ V_ V_ 0 C� 0 C 0 C) I \ LL L1. LL F- I-_ 16- 1.- (.9 -(?)HTS16 LL U_ LL LL LL LL LA. LA_ 71FT07- F15 LLJ IL NIN F15 T 103 Z C� SHEATH UPPER (0 1-17316-\ Cq C14 C14 C14 C14 C14 WALL CONT, 'D 'D 0 13 0 0 z X X X X THRU LOW ROOr F1r F17 1'04 TO GIRDER. STUD NOT D RECT (b iTHD26 PELOW TRUSS 7- - - - S DWC 1 s6nn 4< Uj Note: Reference detail 2a for installation angle limit 3 2x6 RAFTER 7 T02 TAILS F17 OSB BLOC<ING PER SEE DETAIL 5/50.2. SIDWC INSTALLATION ITHD26 rF DETAIL 5E/S0.1. F 1 Rafter to Top Plate shown (Truss to Top Plate similar) Lj F1 17 (0 (0 (0 LO LO ITHD26 S�0.2 z <1 1-– 0 - - - - - - - - - WISAN LL LL LL LL —7 iluz STUD NOT DIRECTLY M_ F17 NT 1(0 �Fw////// I M i BELOW TRUSS //Z 1 55, r_-a Z f-a-a-a 4-a 4 Ic Ic la C C 4 emn e e 11 11 Ir All I 55,5,zz 1 4 9M I I. FT07 F14 F16 TO-7— SHEATH UPPER Do not install SDWC in WALL CONT. 2 (2 TS16 10 hatched area 00 THRU LOW ROOF SO.1 SOA SOA TO GIRDER. SDWC15600 L __J I 1/2" MIN Overhan 2 MAX Da Floor Truss Connector List Manuf Product Qty SDWC INSTALLATION RANGE USP JUS24 9 USP MSH422 3 FLOOR AND D LISP THD26 7 ROOF TRUSS USP THD26-2 1 Rafter or Truss X** minimum edge PLACEMENT USP THD46 10 distance for full values (with or Splice may be in upper or PLAN USP THDH26-2 1 without a plate lower plate splice) FLOOR AND ROOF TRUSS PLACEMENTDLAN USP THDH26-3 1 DO NOT SCALE DIMENSIONS MOM THESE DRAWINGS.IF A DIMENSION IS SCALE: 1/4" V-0" TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES r UNCLEAR REFER TO THE X* from top plate HITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R_ J 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING for full values STUD NOT DIRECTLY W SCREW UNLESS OTHERWISE NOTED FRANKLIN CARIBBEAN---) TH 2-12D TOENAILS & 1—SIMPSON SDWC15600 IBELOW TRUSS PLAN NAME DESIGN/DRAWN/CHECKED CS / JB /LAP DATE ' 10.27.16 DWC AT TOP PLATE SPLICE SCALE AS NOTED CL LPA No. 0 TOLL-16-00786 CONTROL No. Uj 5135 SHEET U. LL S102 0 SHEET =UC`r_` 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ------ LINE DESIGNATES SIDE OF WALL THE sw. SHEARWALL SHEATHING TO BE APPUED. 8d 0 j DESIGNATES 8d COMMONS 0 3" D.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF'OLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Ponti8o and Associates, Inc. DESIGNATES SINGLE PLY HEADER AND 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 SO CA#3579 A307 DIAMETER FULL HEIGHT ....... J Jill...........fill X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT 50 X5 THREADED ROD, SEE DETAIL 12/SO.1 0 6 No A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 S OF 01 A307 DIAMETER THREADED 0 2x6 SPF#2�'O 12" 0 C. ROD TERMINATES AT FIRST FLOOR 400"40 .0 (95 TOP PLATE. SEE DETAIL 12/SO.1 FULL HEIGHT WALL. SIMPSON HTT5 SEE DETAIL 15/S0.1 C(2)M-1,/1 (2)2x8-717/D1 (2)2x8 (2)2x8-_1/i]I Christopher Sabourin P E 1S-9 I'; 1r_ - CS1 8 SIMPSON DTT2Z SEE DETAIL15 0.1 0 DAM SIMPSON LTT208 SEE DETAIL15/S0.1 6x6 P.T. SYP#2 POST. X X STRAP TO GIRDER C C14 12" LONG LIGHT GAUGE STRAP V1_ 04 8 BELOW w/ 2-CS1 6 LSTA12 FASTEN TO TOP PLATE AND STUD N C14 CIN WITH 5-10d COMMONS le- (2)9yl 9 (3 PLACES). CIS -CS18 I- WALL STUD SCHEDULE 0 0 CSU18 6x6 P.T. SYP#2 POST SET LOCATION PLATE STLZ SIZE I DIRECTLY ON BEAM CS18 @ BOT'_OM OF STUD HEIGHT & SPACING EXTERIOR CS18- go v- -im 2X4 SPF#2 0 16" D.C. rRELD ALTERATM BELOW. STRAP TO POST WHERE NOTED. SEE DETAIL I BEAM IS CONT, OVER MAX AT BOTTOM RIGHT OF PAGE. %Lf BELOW w/ 2-CS16.-\ EXTERIOR 10'_1 2x6 SPF#2 0 16" O.C. CONTRACTOR,SHALL CONTACT LOU X POST NO SPLICE). MAX 2X4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR.To CS18- MAKING ANY STRUCTURAL FIELD 10'-1 To MODIFICATIONS WHICH MAY VARY EXTERIOR 2x6 SPF#2 0 16" D.C. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.AW 1Q.-Doo L -CS18 j m T X INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO TBEING APPROVED BY LOU PONTIGO a INTERIOR 12'-0* 2x6 SPF#2 0 16" O.C. ASSOCIATES MAY RESULT IN -CS18 Pe) MAX I 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGNEER.ING OP, INSPECTION FEES. CS1 8 Sim mm 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE C'N J_T I,- X X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. STR HEADER PER CONTRACTOR MAY INCREASE STUD SIZE TO MEET CS1 8 ARCHITECTURAL REQUIREMENTS. 00 D IL 7/S0.1. STRAP BEAM EACH LLJI > V) 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN C)l \-E N b 01 Q wl 1-MSTA24 YELLOW PINE. m CS1 8- (TYP.). < J__ -1-__ 7 CS18 < 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. N, * Z'771 2 LD ((2)M-1/2 LO CS1 8 F_ 5) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAJLS 0 16" O.C. X SEE 3 /SO.p FOR BEAM STRAP END OF BEAM w/ L MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT Y) 0 CON SHEARWALLS 2-MS Cn 0 :Dj 1 7) T_ N. (TYPICAL). TA24 (TYP.). CS1 8 Uj STLRHEA D Al L 7/S (8-14/2 f ry COMBINED USE PANEL NOTES (D 1. EXTERIOR WALL SHEATHING SHALL BE X CN CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST N ON FASTEN TOP OF WALL PER TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING CIN DETAIL 11/S0.2. FASTEN BOTTO SPLICE LOCATIONS FOR MULTI STORY CONDITIONS M OF WALL PER DETAIL 1/S1.3. 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. CS1 8- 3. UPPER MOST TOP PLATE SUPPORTING ROOF CS1 8 MEMBERS SHALL BE STRAPPED AS SHOWN IN CS18- DETA IL 1/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL X 04 3/SD.0 4< "-% I SHEATH CONTINUOUS C14 -CS18 THRU LOW ROOF TO GENERAL NOTES V) GIRDER BELOW. (0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD N X SIZES AND SPACING. AT GIRDERS AND BEAMS, CIS 04 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER .C\ 04 4< PLIES. Uj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 00 (2),2x6 SPF 0 Z 0 U) POST. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 0 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES CS1 8 0 r/ CS1 8 TOGETHER PER DETAIL 6/SO.O co z)XII.!3 Orff LVL 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)2x8-1/1� (2)2x8-1/1 SHEATH CONTINUOUS 3/SO.O SEE 3/S0.1 FOR BEAM \-THRU LOW ROOF TO .5. AT SHEARWA�1_8, PROVIDE DIAPHRAGM CONN. (TYPICAL). GIRDER BELOW. 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/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" ND LENGT H. FASTEN SECOND THIS END wl 9-10d. SECOND FLOOR FRAMING PLA14 FLOORSCALE: 1/4" 1'-01* WALL FRAMING ------ FRAMING PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN oo TRUSSES- OR JOIST. DO NOT SCALE DIMENSIONS FROM 2x6 BLOCKING THESE DRAWINGS.IF A DMW-40N 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR. o 0.131 x 3 @ 6 0.C. WALL FRAMING-/ 6�_ z ONTACT THE ED R_ I o ARLHI-I LUTURAL DRAWING,OR CONTACT THE E.O.R_ CS18 STRAP w/ 10" PLAN NAME STUD TO TOP PLATE: END LENGTH. FASTEN FRANKLIN CARIBBEAN THIS END w/ 9-10d. r SDWC15600 @ 32" O.C. DESIGN/DRAWN/CHECKED =Z-7 7 7 7 7 7 7'7" CS / JB LAP DATE T PLATE TO TRUSS: 10.27.16 xx_z: SDWC1 5600. SCALE GIRDER- AS NOTED TRUSS FLOOR_/ LPA No. TRUSS TOLL-16-00786 CONTROL No. w 5135 SHEET SECTION LL �.3 S1 *3 SHEET 8 OF 9 J SYMBOLS LEGEND HTS1 6 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NQTESn 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. MEN USING (2)H2.5T CUPS ON 1'/2* IVIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. TRUSS FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SO CA#3579 60 1 `60 01�1 ,**pod...1 EN ee V No. S F % A, 5 0 2 2x6 RAFTER TAILS izz *age" 10 SO.2 Q, SO.1 AIL 5/S0.2. SEE DET Aj I- STUD DIRECTLY TOP PLATE TO DELOW TRUSS 15600 DWC15600 n Snin C h r i s t o p h e r J Sabourin PE 1XXXX"X><K KXXX KX>(XPKXXX" XXXX4 FL PE#71461 XX2� KKXXX �Z�X, XX>0 Mom' ' X—)C M_ ?�M 1 TRUSS TIE DOWN WITH SIMPSON SDWC /Vf 6 HTS1 6 REVISKM DAWE M CNI CD M IGO 00 co co (D 0 1q* C�l Cq 04 SO.1 Rafter to Top Plate shown Truss to Top Plate similar 2 ----------- Optimal 22)� 7�, C14 0 /C, AN 2x6 RAFTER TAILS Pan kLTERAIION A SEE DETAIL 5/SO,2. CONTRACT HALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO IELOW TRUSS MAKING ANY STRUCTURAL FIELD h"Max MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUIVIENTS.ANY BEING APPROVED BY LOU POI%MGO& SDWC15600 TOP PLATE TO ES MAY RESULT IN PORCH CEILING SHEATHING 2 STUD SDWC15600 ADDITIONAL ENGINEERING OR AT BOTTOM CHORD OF-, SO.1 jk& 1. Sloped—roof rafters may be sloped up to and including TRUSS SEE DETAIL 2/S0.1. C:1 PORCH CEILING SHEATHING a 12:12 pitch and must be *birdsmouth" cut. 2. Reference detail 4 for installation instructions. CD —AT BOTTOM CHORD OF cle) -04, TRUSS SEE DETAIL 2/S0.1. SIMPSON SDWC INSTALLATION RANGE A;), /5y /Ay Er V) D�_ 0 E > L.0 ^2 > 01 C ce) C\I N N C14 Lij 'T T`276 �� \�.2 2x6 RAFTER TAILS Aft C14 W, W C:, :l X20 SEE DETAIL 5/SO.2. T27 N! \ STUD NOT DIRE B LOW TRUSS 005 WC 15600 2x6 RAFTER TAILS Reference detail 2a for instaII014 angle limit ol/ 5 SO.2 SEE DETAIL 5/SO.2. SDWC INSTALLATION D TRUSS ROOF RAFTER NOTEJ: STRAPPING NOTES Rafter to Top Plate shown 4< (Truss to Top Plate similar) /5\ Uj T2\8 ��.2 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TS1 6 11p, WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 z HT C:1 SCREW UNLESS OTHERW6)E 140TED STUD NOT DIRECTLI Nrl BELOW TRUSS 0 NIL= XXXIXX>� MZ "Ex Pnc%f T_rl lee I %WWI I I %.fWl 11 Do not install SDWC in hatched area Manuf Product Qty 2 SDWC15600 2x6 RAFTER TAILS USP THD26 11 SO.1 SEE DETAIL 5/SO.2. MIN Ove�ang 1/2 2* MAX SDWC INSTALLATION RANGE ROOF TRUSS Rafter or Truss PLACEMENT ROOF TRUSS PLACEMENT PL4%N X** minimum edge SCALE: 1/4" V-13" 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 DMENSION 15 UNCLEAR REFER TO THE YV from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME FRANKLIN CARIBBEAN DRAWN/CHECKED DESIGN/ CS J13 LAP DATE 10.27.16 SOWC AT TOP PLATE SPLICE SCALE > AS NOTED LPA No. 0 TOLL-16-00786 CONTROL No. W 5135 SHEET LL LL S104 0 SHEET 09* OF 09�� 0 )01 N61 I J_