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350 3RD ST - STRU DRAWINGS I -_ I - -,*-_ - I - . I I i. . . p, I i I ; , �i I I 11-1 11 -1",-,,. �1-1-111...�,_,_�-_1117 W" � . I ; I . . � ,1. I . . . I I I - 11 I I t-_ , � I ; " I ,, r : . I � .1�-"', _� I �11 ?", I � I Ij DESIGN SPECIFICATIONS USP CONNECTORS � TYPICAL HEADER MUK i,1� - -1 � - . . 0.131X,3" TOE NAILS TYPICAIL. DOUBLE TOP- -I IR . I , 2X6, 2k8 - (5) NAILS PLATE SPLICE ., . , DESIGN CODE: COMPONENTS & CLADDING UPLIFT TYPICAL STUD NAIUNG; I � OCT 1 9 2016 ri 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES S (PSF) CONNECTOR I FL# CODE I 200, 2X12 = (7) NAILS 4'-O* MIN. SPLICE LENGTH �, � TYPIC& TOP PLATE NAILING: � 1 41 I .� �,- DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. 1 CAR SYP SPF 0.13lx3" END NAILS: 9" LVIL, 11" LVIL -, (7) NAILS / (16) 0.131x3" NAILS I FASTEN ALL TOP PLATES -- TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 0 2x4, 1 14" LVL. 16" LVL - (9) NAILS I L L_�_________- .�_��, EN REVIEWED FOR CODE COMPLIANCE. AREA (sf) 0 to 450 450 (9)1 Od x 1 1/2- 1 (3) 0 2x6, TOGETHER w/ (3) ROWS 1- 11 ZONE (PSF) a' = 4'-6 DOOR -25.0 � (4) 0 2xf I = 1 x,3 0 12" O.C. STAGGERED.1 .I DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (B'x7') USP RT7 585 495 (5)8d EA. END I .11,11, j SYP#2 I ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dxl'/2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. -HEADER, 4*-O" IN. I -- ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 a6O (7)j0dx1'/2" EA. END, - I , ROOF SHEATHING, FULL HEIGHT ANCHOR 6-MAXI TOP PLATE - mW I - . I -, - .1 � - ,:, �- e ,j. USE SPF#2 OR BE SEE SPECIFICATIONS EITHER SIDE OF PLATE-\ .. - r - - I ,� . �� *r_r . .�:k' 4, . -1 TOP CHORD LIVE LOAD 20 psf 40 psf DOOR __T 1 , I :I I` � I I __T_ I I I I 1111 Lou Pontigo and 1[' . 1 � � 11 i 11 1: 1 I � - - 1245 i�, � � � 6. EN6 1 0 1 It.. I , ,, :1 i.I HEIGHT CHANGE 11 , I . . . . "i ALL WALL STUDS..' 9 -23.9 1450 1 1/2�" ,4" � f; 1� - - 7 psf (ARCH SHINGLES) 10 Psf 100 +21.8 -23.9 +21.8 -26.6 (11 6 x7') IAT�2ylo ft, h � , 11i � _1 I I 11 il -4 , --- ssociates, nc. TOP 10 p5f I . . . . I ml(q)-i y �'. . I., I I . I ,. . 2x-BLOCKING ONLY �, -4 - ___�- 20 psf (TILE SHINGLES) 1640 1455 Od-EA. ENU:�, . 1� 2. USE SYP#2:'FOR ALL TOP SEE 5/SO.O -A RAISED ! I-___ BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 E ALLOWABLE WIND PRESSURE VALUES (ASD). THE 2065 2065 (13)10d EA. z_ND TES. REQUIRED IF SHEARWALL_\ -4 HEADER I I �___ ARCHED TRANSOM OPTION& - 5 psf 5 psf WI E BY 0.60 AS PERMITTED, BY I _f----- \\\ -4 - �__-- 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue � THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO I FURTHER REDUCTION USP LTS20B 1105 1105 V,"O ROD TC� FTG. 3. USE SYP#2 FOR ALL TOP -I SIMPSON H2.5T OR ---A �__-- FASTENED w/ 3-0.131-x3- jax. Beach, Florida 32250 DEFLEC11ON CRITERIA: SHALL BE PERMITTED I _mn I I LSTA12 STRAP FOLDED-\ \ L-1 I � I I --- -4 I`__-- ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)10d TO HEADER 17-72-1 I I OVER TOP PLATE I HEADER � EA. END TYPICAL. Ph. 242-0908 Fax.241-9557 ' � ' '--SHEATHING MAY EXTEND 2" FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 .11 %"O ROD TO- FTG. . :1 ,� I I I I --- A-. I - _, 1�,/ FL: CA# 8344 SC:CA#3579 _ POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. I I - 4. ALL,WALLS SHALL BE I E �� I I k, I _,___zz_ I .1 PAST BLOCKING- WINDOW ____ 0.75" MAX UNDER ANY CASE 5370 5370 , 5 . BALLOON FRAMED FULL I ARCHED el I : /.I'O R9D TO FTG. . I I I . 11 -------- . I - HEIGHT TO ROOF OR FLOOR TRANSOM I I I I L , ANCHOR INTO 2x MATERIAL. I WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 . ''I I "O ROD!w/ ,k12pt5d , : I . I . . I FASTEN LOWER STUD FULL HEIGHT I ;' L -13 , . � I i I ;'L I � 'I , BEARING ELEVATION, U.O.N. ON OPTION ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A .11 ,6L , I � ___ � � I _ t PERMANENT TRUSS SYP#2 DBL. TO TALLER STUD w/ ANCHOR, SEE \ \,--------..../ �� / " 2535 1 _� ,8!�0,ROD w/ (1,�-)16d ,� I I I ; I PLAN.,'. . I 1 . __ SEE RIGHT _\ ---.-- I MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 D MINUS = SUCTION. I' ll .1 , � I � I I. I 1, � BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS ---__� . PLAN FOR SIZE JACK AND . fill., BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS ' ' I : : __� AND LOCATION KING STUDS, 00% lit"._..."'MI LL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF NNDOWS/DOORS FASTENING TO THE WALL FRAMING 15 THE USP MSTAM24 1 1545 1 1455 I (5)1/,"x2-1A, TAPCONS . 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE "O".r-- N. . / ",�!, N SEE PLAN P 0A"I"e" . ,%,% \:D to.. V ,'*V# , a.vdi ?� 11 INTERIOR LOAD BEARING I SCHEDULE .3/SO.O 1`1 11.1 e \) " LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED '.1 m - 0 '10% RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET r1%C"` WALLS TO CONCRETE SLAB BLOCKING AT ALL FOR SILL SIZE AND WINDOW SILL SEE N,v�*#**% CE/V,'# . . # V\ 9 4% ". BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/16d MASONRY CUT NAILS 0 SHEATHING JOINTS: TYPICAL SOLE CONNECTION EACH . SCHEDULE 3/SO.O # %'4,&:' ok 0�� . PLATE NAIUbLQ 0 0 '1� BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH I 2x4 FLAT WISE. FASTEN END ', FOR SILL SIZE AND SOLE PLATE ANCHOR6 4, % 16" O.C. MINIMUM. SEE I 0.11310" TOE NAILS: I EPDXY ANCHOR (MIN -0 No.Z 5 vo ite 7�a 1� . UPLIFT DDITIONAL 1. CONNECTION EACH 1P 1 IMPORTANCE FACTOR --------------- 1.00 -_ -_ TOENAILS. ONLY REQUIRED--\ 3) 0 2x4, 3j" EMBED.) * : . I - ---------------- 25.0 FT I I I a a SYP SPF .FASTENERS - � � , -FL# CODE , �, .ANCHORS AT SHEARWALLS AT SHEATHING JOINTS FOR *4 ( � END 0. I I MEAN ROOF HEIGHT I I 1 (4) 0 2x6, i 1.1 f * ROOF PITCH ------------------- 10/12 i, , . I A35 450 450 12-8dxl'/2" 10446.4 EXTERIOR WALLS AND (5) 0 2x8. � � t /111 I"'— ANCHOR DRILLED & -0 .. S � �7". - I X 0 * *% * I 11 '� :.1 Fj�', . " [74,� 1 I SHEARWALLS - I EPDXY w/2"o x J" -P, -. A ,* q V'i;."d.11.1�" �- t!�i, I ; ;�. , ' N� � �!:.� ;. I . , 11�' PLATE WASHER, -w ^, -+,$% ;�.. r , , , - : :11t, ,P!��`�i��il .1 1: ,; �11� I 1�!'l ______o. PT. SYP#2 :1 ' _.*� � . � ,. ,�r,,.,'!�, �, . I I I , �1''I 1X01flim A MG jm; I * DENOTES EDGE STRIP. ; w ��jl � '1�T'' ' [' , A' �� I�,� 4#I . i , I ,� ... SEE SCHEDULE BELOW 1�' - - ,., .� iV�`1'4 , , 11 ... � 0 -11 to "�',�tlj 6�_� I , , -- .;[.� 1�,:"�r � -;f�i�,�" , tj,�.,�i'� 1: ; , 11, BUILDING CATEGORY ---------------- 11 H2.5T 600 520 k, P, !;;f,A��,!!Ei4 f 1� i � jl�,-!", � ";�� - � � . .! I .1 le Oty 'aaffmas*9 V X, V � ; ; , i ,�� tl��`t, .,.%.N' I �I , , 1. � I I I I I I ENCLOSURE CLASSIFICATION ------------ENCLOSED � I 1� T *",'*,�, /0AIA L . I � �� -0 3-� ! ; ,., , S -PLAN FOR STJD SIZE � 20 � b., Odxi,'/,"1E!A., ,�&' ;'' ' 1'�' 1'��" 114� . I ABOVE FOR 'a' DIMENSION , I I ! I �. i "PACING. FLOOR SHEATHING, wffil 1 - � I I � f . ,,,e-f11ji-,Vj- .41%okoti, a , MTS12 � i,i 7 10 I _ . 'i 0, : , I " 4: � ii 1 _ A E A A ,. � . , , !- , .,;�,I '' ��"I i... �, !I . C I�__ SEE'C;& C CHART H8 6 530 � 1��i 1 i 1'' � S � AND 0,1 C. -. . A i I I I I 1000 860 dX1 1/27:EA. END ' ' ' 10456.3 i � . .. I A I I I . ..I I I 1:�l � - I � � � . 1 . I f � I . :11 .1 11 it .. in INTERNAL PRESSURE COEFFICIENT ---------- ± .1a 11 I ___r_1 I 11[ � . . SEE SPECIFICATIONS I � I I .. . � . I I I I :� . I t � 2 -f dx1V,`, EA. END � I J� 13872.31 � I � . HTS20 1450 1245 ! 4 0 . 1 : 71 0 U I U 0 U I I U I I - . 1 4 - L �1 ' I I I j I I 8 BL)CKING . I� I cl) __ . MSTA24 1765 : � I THIN FLOW SYSTEM I FOUNDATION, SEE PLAN I I I Luis A. Pontigo, PE -- 1270 1 P-10d E'A. ENC � 1 13872.4 WI 16d COMMONS I . - 8" 1 ]a MATERIAL SPECIFICATIONS le C) L, a I I I IS kBOVE. - - 2 FL PE#53311 11 MSTA36 2050 13-10d EA. END, � 13872.8 1 . I I . 0 16" 0.C. 1 0 1 1 1- : I - �� _\_ -I z W WALL FRAMING AT WALL FRAMIN AT MAX. MIN. WALL FRAMING AT I �� - I S: ) 18-16d I TO TRUSS/BEAM � . W PLATE CHANGE CONDITION RAISED HE FROM SOLE NDITION HTT4 3480 3080 11496.2 1 I I FE< . ADER CONUITION -__""`� C1 L `11 I <_j rR-EVIS110 N S ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] ,r� 15/a"O ROD TO FTG. SYP#2 DBL. ,� I I 11) Ld a- DATE ) ASTM A 307 OR ASTM F 1554 GRADE 36. 1 TOP PLATE ' I I I . I m AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING I . I Cn 0 - WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). 32-16d TO TRUSS/BEAM -----------!_- WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & SCOPE OF SERVICE HTT5 5250 4670 ' 11496.2 I I F---- --- � I I z SOLE PLATE ANCHOR S NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/a"O ROD To FTG. I � I -ji 0 ;;-c>- "`--%%'� T I '_ �I I I . I I I Uj -____ - '00"2 METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I 1 3:m BUILDER MAY CHOOSE EITHER THE DROPPED ,,, YPICAL WALL FRAMING THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 . 10655.113 1 1 T I T , I o-Z HEADER CONDITION OR RAISED HEADER CONDITION ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE RETROFIT REBAR/ROD INSTALLA11ON: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d TO JOIS" f ! I I if I < I 11%-�O , 3/8 40" 16" 2x2x'/a" 31 " ; _ . I 1 3/4" DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL 13E '/4" EANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEtdDER I I I I _j 2 - 2 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY I -_ 1/2 48" 24" 2x2x Va 11 31/2" 1 3/4" LARGER THAN REBAR SIX AND 1/." LARGER THAN THREADED ROD SIZE. HU410 905 785 10531-36 L----- --j �!- (U.O.N.) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIS F 0 1 MASA 48" 24" I I I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 1 5/."O ROD w/ �2-16d 10849.6 �SEE 5/S0-0 SEE 1/SO. (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"O ROD w/ �2-16d 10849.6 --INTERIOR BEARING I WINDOW SILL SCHEDULE SYP#2 (2)12d TOE EPDXY. ITW RED HEAD A7 LIMITS OF STRUQTURAL ENGINEERING DESIGN RESPONSIBIUTIESs �q WA HEADER,-\ Q NAILS E.E. - REINFORCING STEEL:- SHALL BE ASTM A615, GRADE 60. SET N/A N/A �L S114 -ILL SEE SCHEDULE OPENING (MIN) THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE . .�PVN �PDX`f,.TIE 1 11506.4 ROUGH DROPPED HEAD MINIMUM END r FIELD ALTERAT=ION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. 4., 111 � , :h� ' � ; , BLOCKIN FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END I LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 0-16d 'TO STLD/13EAM/POST SHEA AND O.C. SPACING. WALL < 4'-4- (1)2x4 SPF #2 (4)12d TOE NAILS :io N,- CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 2x4 FLAT ISE. SHEATHING - I END I PONTIGO&ASSOCIATES PRIOR TO LAMINATED VENEER ILUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED I I - 1-1/2"O ROD.T(.I.FTG. I # I - I < 6'-4", (2)2x4 SPF #2 (5)12d TOE NAILS f-FAS I TENFR\ -RATED SHEATHING, MArJNG ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 1 805 1 695 1 1 13872.5 WITH 2-10d TOENAILS. < 8*-4* (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS I k I BD SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY - SHEATHING / FROM THE INTENT OF THE ORIGINAL .. . . . . . . . . . . . . . .. . . I -- CONSTRUCTION DOCUMENTS.ANY I � I : SHEATHING JOINTS '. ' 11 EXAMPLE OF PANEL . .. ARCHITECTURAL, MECHANICA I -1 : ONLY REQUIRED AT 11-010 Q . . . . . . - I L OR ELECTRICAL SYQTEM. CS16 11705 11705 _13-8d I 1 10852.1 E I BLOCKING AT ALL / < 12 1 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS - 11 I � . SHEATHING JOIN I � . . . . � I FOR EXTEROR WALLS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN 1 , I - . .. BEING APPROVED BY LOU POI"MGO Et 13 A I I � : I : � 2x4 FLAT WISE. FAS EN / . . . EDGE w BLOCKING GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS � � AND SHE,4 RWALLS WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. . .. ASSOCIATES MAY RESULT IN I I � WALL , ',� EACH END WITH 2-10 WHERE R(QUIRED BY_,�� . . . . . . ADDMONAL ENGINEERING OR a I I � I HEAD OR I � . � I SHEATHING .,� , , 1 �' TOENAILS. ONLY REQUIRED - Pl..I SILL� GENERAL NOTES. . I . \I,. itt" , I , � . FLOOR SHEATHING SPECIFICATIONS .1 I - : �, . I AT SHEATHING JOINTS FOR WALL SHEATHING TO S 7CE . � � I , KING & JACK . . to"""""'"""'....i..=��........"``"""""". YWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD I . I � EXTERIOR WALLS AND SOLE PLATE . X---h . . . ' .. . . . .. . . . . . 4 1 1 . I 1�. - ; � "I I I ''I I SHEARWALLS RAISE '/4" FROM ROUGH OPN'G, SEE ARCH. NAIL SPACING AT . . . . s... . . . . . . . . . .. . . . .. . I .I ROOF SHEATHING SPECIFICATIMS: ''I I � . '. I I 1, I BOTTOM OF SOLE - - _ SUPPORTED EDGES, . I .. . . . .. 7/ - ' ' SEE DETAILS SEE DETAILS (6)t2d TOE NAILS GENERAL NOTES I .. S±NaL- MIN. le , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" 0.C. WITHIN , '-O" OF ROOF EDGE). . I - . ** .. .1 ' � I :1. I j/ ON S1.0 ON S1.0 --\,, w/8d @ 3" O.C. TOP & SOT. .1 14. . . .. . . . I .. .. DLL - 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'-O" OF ROOF E DGE). : ; I A _ . I I --- - __� __.��,- 11- EXAMPLE OF UNSUPPORTED ' . .. . . . .. I . I I F--- -----1 f- 1 F- -_1 KING & !,,_ 12d 0 8" D.C. - .. .. WALL SHEATHING SPECIFICATIQNS: . I I ,,, V I I I I I I . I I I .. "'�,* (TYP) (UNBLOCKED) PANEL EDGE--_ It � 2. , JACKS .. `_� I .. . . . . I I I F 11,'��% I'i � I I I Li . t SHEAT114ING (TYPICAL) . . . . .. . FLEXIBLE FINISH-MIN. 7/ " 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE � I I . 16 , ITTLE FINISH. I 11 I I � 11 I I U CON T. AT . .. ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED SIR ! 11 I I I I I A J,� . 1011, p I I - . . I . I" � i U ' . . I I I i 11 , I I I I )------ I SIMPSON LTP4 ON < T/VERT NAILING TO INTERMEDIATE . STUCCO FINISH-MIN. 7/16", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 86��,'* 6" O.C. EDPE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY.' I L L--------J J0 . , . . . - - K! � . INSIDE FACE, IF NO SUPPORT IS 6" O.C. MAX.--,"" ROOF I f I - . �, : 1. JACK STUD 2x SPF RIPPED MASONRY SPECIFICATIONS: : I I I. � i � I � - I I I 'TO FIT ARCH. (UON) I I TRUSSES, OR MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC153G.1-05, .- GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF . BOX BEAM BETWEEN WINDOWS DEPO FLOOR JOISTS. �,., 1 !,-I � �, ,,,, I I SINGLE STORY MULTY STORY IN TWO STORY FRAMING I .*,J�EQV , I I . 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE�N 1MQRTAIR:4AY BE 6SEIJ�;�l ' "' , U � ; N� BRICK VENEER. I � I SECTION A-A '**,-" , , . CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I .1 I I I � . I . I � 11 ., � . I�. - I 1 . I . . ,�,4, � i 1, � � M WIND ' --- I I I ., - � 1V&mhAi,o_. I � 1, CONCRETE MASONRY UNI (CMU): __"""1"P__r�_1 , 11111i�,A,,,,ti�I TYP. WALL SECTIONS OW HEAD AND SILL FRAMfNG t 4�SHEATHING NAILING DETAIL 1� < � , � - "Wootimitit . I � CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, NTH A MINIMUIM[ COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL` I., I , . I \SO.O/ -, SCALE: 3/4" = 1'-O" REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". 1 1 . . I I - k��_O "'iftio.i.ii"i"' I \ZL.0,0/ Y) . � 16. . * t . - ---mounwow..'�i,-,�-,�-�----�.*--%.-,*il - � I I � ; I : I I �i ALL CONCRETE MA50NRY UNITS SHALL BE COMPOSED OF ASTM CSIOE, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, SACK BOND SHALL NOT BE � I �.li I 1�1 I I 1. , 1�i � , USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES,,jU REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTER10134ALLS SHALL 13E REINFORCED FULL HEIGHT I 11 '. , , _�_ ' _ . � I .11 I . 1 1/12" 11/2*, , WITH - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTI S. ,V OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM i OF 40 BAR I . I 11 I I F��_t, TivW,I�TE ,DE,C 0 N TOWY* � I .: �,:: I -�_ (3) ROW OF 1 GO I k I - il DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MOOtCOU S S, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL 5E INCREASED AS�NOTED� ON I * t'_� * , * I - - NAILS @ 5" 0, . 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". i I I I 1- -, FULL HEIGHT t I .1 � : 2 PLY I '. , * at STAGGERED I _J I . BEAM. . a - .1 . I . 1. .1 - � 11 . �, 5 1 ANCHOR , � �i� i. I I I ! I I I I I ! I 2x4 BLOCKING I � �_z CLAY MASONRY (BRICK): . I � � � . �� I � � I :Z'' 3 PLY BEAM. N N �� N � BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I -1 I L. I �- I o . 024" O.C. FASTEN .. I., 11 �, 11 "'�2x4 MEMBERS: 6., d ,� I I 11 rn 1 I _11_�,'/ -_ . I CONCRETE SPECIFICA71ONS: �. - 1, I . r - 1� ,� 0 (1) ROW OF 10d . . TOENAILS �:, � I . -_ -,I mj I ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI Al 28, DAYS I EXTEND SHEATHING VERT. .., o.% (4) ROWS 12d o NAILS 0 4" O.C. * I . I ; . I ALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. . 1 . . "I . \ AT 12" O.C. a o 6 I'l,iiiiiiii,llllllllIll,lllllllllI �1. I I I �__ � � 2x6 MEMBERS- % f a--.L. --.0 0 1111111 I f 1_� EA. SIDE. - I GENERAL NOTES: I I I .� PROVIDE 2x4 BLOCKING a 1 (2) ROW OF 1 Od STUD BELOW L1<_11 I I I I . I .� �I AT HORIZONTAL JOINTS. (3) ROWS 12d 1�_z 1--le, _L__�_- I " I I I 11 - `1- -_�A� NAILS @ 4" O.C. LOWER TOP 4-10d I I � FOOTING AND FOUNDATIONS: . I �. 1 .1, i . I . z I I AT 12" O.C. PLATE AT BREAK OVER LAP DOUBLE 11- Ln � � 14j�, HEEL ;P I 9_0" EA. SIDE. . DATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION RIEPORT IS RECO O VERIFY SUITABLE �4_�! __ TOP PLATES L . ., , ROOF SHEATHING, SEE 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 I 1 WALL INTERSECTION rn � . � � �, . I SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. L, e 11 . I 11 �' 2x SPIF BLOCONG � SPECIFICATIONS BELOW. 2x4 OR .2x6 POST , 2x8 POST ORTHOGONAL VIEW I � Or � . X i RIPPED T L CONDITIONS . 'I., ,.! , � 11� I WITH GAP SH� FIT- ' , FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAC EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIbNS AND LCCATION FROM THE . OWN PRE-ENGINEERED WOOD I I I I � . I . I I 1. . . - 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 SIZE.,OF� LOCATION IS NOT � . , ROOF TRUSSES. (3)ROWS OF 5- (3)ROWS OIF 6-Y." 0 41 a . � . : � I I I �;z I DETERMINED ON PLAN THEN ENGINEER OF RECORD (EOR) I . I . I � L, I � ; . TRUSSLOK TRUSSLOK - . I I 1, I. 11>41 z!).4ri I I A I . . . I . .1 I I - NN, 44 Ln . � I , i ' ' I I .1 � I ENGINEERED WOOD ENGINEEREa. WOOD I I , I - ;I 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 6' 48" O.C. OR ROD CHAIRS. . � . FASTENERS-`0 24"o.c , @7 7 � 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 REIN.FORCING. WHERE ,PERMITTED, SHALL BE 48 11 : 1,I I Irtz -a AS SHOWN AS SHOWN ' I I I I I -It ; I I Q ,�1,r", BAR DIAMETERS . � � I .1 � .. I I I! I , I I �.;" �� - -1 CORNER WALL INTERSECTION - � � � I � %1_1� - " I I .1 11 I : ! , 11 . � I I � ; ; .c . COND111ONS CONDITIONS I . A � I I CONCRETE SLABS ON MADE: 1 � i . I I SHEATHING MAY I I I � : I U I � 3-PLY 4-PLY 11 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTON OF SUBTERRANEAN 11 I'll \_TERMINATE AT NOTES: . I I , I I �, � I TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR 'A,LTERNATIVE, M:-'THODS. t 11 � . .1 TOP OF DBL. UPLIFT 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS . I � 111. 11 . I , ". . � i I -,I,-. � CONNECTOR, 2. '-- DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL I N_ ! ,,�, i - .. < WOOD FRAMING SPECIFICATIONS: � � SEE PLAN FULL HEIGHT 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN . ' , ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR W 4 OOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR I "�i HEEL < 1'-C" ANCHOR NOTES* 4. - DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE mmmok, 5"A � . t _ 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE I � I ; 1 �� OPTIONS ARE SHOWN � STAINLESS STEEL. I � I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. . itI I . ,� � TYPICAL CONNECTION _* " I � 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY : PRE-ENGINEERED WOOD TRUSSES: I E , . HEEL < 5" IN ADDITION TO (2) PLYS � SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS . 1 '� I FRAMED WALL CORNER AND I � INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND I., -'***N R U15S 1 INTERSECTIONS STUDS CONFIGURATIONS r5 OOF TR . CONNECTION _%� B to"'7� OR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEq USING (2) STRAPS ON . r6 UILT-UP MEMBER FASTENING 11 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I . I I I I ..� 1. I IV ! ""o"it- 1 � I I : 11 1� V0.0j I k��-O � . � "'Itift......ie : 11 1.%� I � 1! ROOF COVERING SPECIFICATIONS* . FULL�Ml_ANCHOR ,TER INATES \ DESIGN A ,`1UPPERMOST, TOP PLATE -11 I- LL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF THE ROOF COVERING SYSTEM.! ASPHALT SHNGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTJRER'S REQUIREMENTS. CLAY , . WHERE ANCHOR IS �, , I "I AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND ITHE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED i 1, � W/ NUT AND WASHER. SPECIFIED ON PLAN t I '! I .� CRITERIA 1� I "I ADJ. TO GIRDER/BEAM WASHER--- 1� ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL METAL FLASHING AND VALLEY MATERIALS. ",'I �, , t, I" i . I CONVENTI61NALLY!STRAP CONVEN11ONALLY STRAP LOCATE ANCHOR WITHIN � I I i FULL HEIGHT @ 111L ., ,'D� WATERPROOFINGe W1-iERE NOTED ON PLA 11 6" OF POST. \ 1.� � AND - I - � I I-.- -1 I .- � -A- , ANCHORING SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ' . I I � L _ \/ . . . ./ z \/ i \1; ,,;I I - I 11��, K -�I . . � I . - PLAN I X I . 0 I , T I , I ', ,I i.: I i, I I A\ /\ I - I I I I /I\ I /"\ �K / I- %� . � I I ANCHORING S NCHORING I I : . I , UPLIFT -1 - I ___ -_V _N_ _�, I 1, � SYSTEM SHALL CONSIST OF %*O A307 THREADED � ' I � I I I I I I I I I I �. 11 ,�. ,- 0 � 14 1 RODS. ORIENTED VERTICALLY AND ATTACHED TO THE GENERAL I DOUBLE TOP i " I � . I I I I I 'I I .- WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS I ! . ; '71 ;1 . POST, PER I I PLATE SOLE , DOUBLE - ' ___ ___ . 11 I I I I - -d-__ FULL HT. ANCHOR* LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE � I � I_ ,.1, : I I I I I I PLAN I I .-- -, - .- PLATE i TOP PLATE. I TOP PLATE, PROVIDE A 2"x 2*x )V STEEL WASHER. FASTENER INTERIOR LOAD BEARING WALL i 4 I .M , � , - L, I I I � ANCHOR I , ,. .; TYPE LINTEL DIMENSION '' ,' MIN. BRIG. MAX. SPAN BUILT-UP POST IN THE WALL 1 I I I II I I I FULL HEIGHT 'I I ; WI FACE NAIL 2-GUN NAILS @ 12" STAG. I I I I II I I I ------ --THREADED ROD r VE TIGHTENED NUT. (TYP.) DO NOT SCALE DIMENSIONS FROM GABLE X-BRACE, SEE DETAIL 12/50.1 �, . OCKING I I WALL STUD � � TIONS, THESE DRAWINGS.IF A DIMENSION IS L3'/2x3 1/2 x1/4 4" 6#-O" ___�� . I I I I I I I I I SOLID BL I � ROD INSTALLATION* AT ALL PLATE PENETRA UNCLEAR REFER TO THE � : I I SEEPLAN I ' TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3l/2'Y/4 1 6$* 810-Oft ;; L: � _1/,� HEADER SIZE, JACK AND I I I I I I t WITHIN FLOOR I I . (A) OR POST. .11 I : _' PROVIDE A HOLE IN THE PLATE 34* LARGER THAN THE ARCHITECTURAL DRAWINGS OR I � (2)2x,8- ,, 1 ��, : i i DIAMETER OF THE THREADED ROD USED. MILE . - - DESIGNATES SHEARWALL. THE �L I . I IL KING. STUD QUANTITY. ,, I . I I I (TYP) I I -A - I � I , - _; ,- -- DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS � I . � 11 I � - "`,il��..ttiiitiii"" 1_501/2 Y/4 6m 10'-Om HIDDEN LINE DESIGNATES SIDE OF . . I ��I . I � . -�, I I -� SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERS � - I 1, , � I I RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6" � I SW WALL THE SHEARWALL SHEATHING I I 11 � � , I I - ---A- - - - '_ . - - ---I - - - - J_ STEEL COUPLER - - I 1 ---i _ __, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES -_ -_ L6x3'/2o`X'/4 6" 12*-O" 1 _ k� � I I IFLOOR S OR JOIST I I (OPTIONAL, LOCATE----,, 1 ELEVA112tL I 1 � WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE PLAN NAME CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS . . NAILING: DESIGNATES 8d COMMONS 0 3" - ---I- I .1 -4 - - 4- ASNEEDED) @� (AY : ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SCHOOLING RESIDENCE � I Bd@3-/6" , ym, I IN HOLE. RODS MAY BE SLANTED FROM TRUE L7x3'/2%1/4 6" 1 16'-O'* 1 1 O.C. EDGE & 6" O.C. "IN THE I � I I I I I I 11 - I r CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS I (TYP) I I I @ FULL HT. � VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO f" FIELD" I _ � DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 3) I 11 I I I I I I I ANCHOR - _.., - AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. � CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION - I BRICK A LG - Long I HEADERj ,-- I I I I I I I I I , AT SIL PL . THE NUT ABOVE THE UPPERMOST PLATE SHALL BE - CS /_MK /LAP � RESISTANT COATING OF EPDXY BASED It===zj VENEER I YPIqA , I I I ---FLOOR _AM AT TOP PLATE SECURED OVER THE WASHER TO A SNUG-7MT PLATE TOE NAIL (2-16d) 3-GUN NAILS � : : MANUF - ,M3nufacture I .1 I I I I I % . COND1311ON PLUS ONE-HALF TURIN OF A STANDARD DATE PAINT. i I WEATHER BOT - BOTTOM MONO - Mololithic � I � ,.�J I I I I POSTTO I I IF FRAMING 004CH (APPROMMAIELY 30 FT.-LBS. OF TORQUIE1. RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS � I I MATCH FU HEIGHT ANCHOR INSTALLATION CHART 10.17.16 : : BARRIER BRG - 13EARING OC - On Center . I I I I I I I I I - OUETO WMAM AM COMPRESSION OF BUILDM I I � I � 2. LINTEL MORE THAN 8'-O". SHOULD kito-otti.il 11 I POST ABOVE: SHALL RE-7WIEN NUT 70 30 1 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS , , CMU - CONCRETE MASONRY UNIT OSB - Orier ted Strand Board I � I I I I I I FULL HEIGHT ' CONIRACTORS CONTROL NO. BE LATERALLY SUPPORTED NOT TO i : I A (Z) FT.-LBS. OF TORQUE AFTER ALL TRADES ARE - i 11 I THREADED @ @ (�) ===3 PERP - Pemendicular I LJ I I I I I THREADED ROD----- FOUNDATION, - COMPLETE AND PRIIOR TO IINSIULA7110N. , ROOF RAFTER TO 2x- RIDGE SM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. ; i DIA - DIAMETER PRE ENG - Pre Engineered I 11 I I I ,-PER PLAN. ROD 0 WO PLATE CONCRETE WASHER E EDGE 5014 : I I I I I I I ROVIDE A '/," I -1 LINTEL PSF - �Poundt per! Square Foot I �� 'I, 1 I It LE -HOLE SPEC. DEPTH DISTAN EPDXY ANCHORING, ALL THREADED RODS SHALL BE SID. . . CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. I ATTACHMENT PSI '- Pou-nds per Square'Inch - I 11 I �' I I 11 I I 11 I I I I I ji oit000 3/8 0 1/21,0 2x2x'/." 4" 4" 2" 3" RED. SEE INSTALLA11ON I aki ' SEE NOTE 2 . I I I I I I I \ I I I I I I I I 1111, I -4 CHART FOR EMBEDMENT AND EDGE DISTANCE F TOE NAIL -16d) 4-GUN NAILS I- I EOR - ENGINEER OF RECORD ' 11 � �, ' \� 1* 11 0 1 9Y "0 3x3xi/4" I 11 " NTS - 1('P'E COv 1- CONT. HEADER TO STUD (3 : '! " INSTALL 1-STORY 1/2 6' 6 2)�" 3 REQUIREME - , , 3. BRICK VENEER ATTACHMENT: _11 QT - Quick Tie ---��:6 MAX. ,FROM SEE TABLE AT RIGHT I - 16 1 -16d) 4- � p ,�, :I ,. t, ' - 1� EMBEDMENT A-0 __j 3 1---- .. LPA NO. TOE NAIL (3 GUN NAILS � I I � '- HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR I ! REINF�- Rei-iforce . 1. .I KING STUD . 5/8 /4"O 3x3xl/4" 7.5" I 1 0" . 2Y2" 3" ; I � WHERE 2-STORY RODS DEPTH (�) SOLE PLATE TO JOIST/BLOCKING I FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph ' HEADER,- L FLASHING FBC - FLORIDA BUILDING CODE ' , SF - Square Foot - . I . CANNOT BE INSTALLED AND EDGE DISTANCE. I MONO I STEM I MONO EVIIIEWED FOR COD]!ComPLIMCE SCHO-16-00735 FDN - FOUNDATION SPF -Spruce Pine Fur : . WINLI-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, I I FULL HEIGHT ANCHOR I SHEET I SYP - Soutiern Yellow Pine I SOLE PLATE ANCHORS CITY OF ATLANTIC 13EACH � . NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN - � . FULL 1EIGHT ANCHOR PLACEMENT DIAGRAM WALL SECTION � 3"xO.131"O = GUN NAILS 2"xO.113"O = RINK SHANK 12" OF OPENINGS. PROMDE3/is"O WEEP FTG - FOOTING 1: THRU, Thmugh � I i � THREADED ROD INSTALLAIION CHART SEE PERMITS FOR ADD11TIONAL : I � I - I L - I 2"xO.113"O = 6d 21/,"4.131"O = 8d HOLES 0 3.3" O.C. IMMEDIATELY* I TYP ' ,,Typical ! . FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM " i ABOVE SECTION \AEW 1 r8,*N\ ,� i I REQUIREMMTS AND CONDMONS Z�, �,I�, -OP & BOT . . - . . r- - � _%��_ � . . . . . . -""I I I r :i� - \\ k1 1� rAR I cl T :D E�R) RAI` S OP_n SEE - �� I.-, ,1*-1.1 T I 11, I- I.0__!;_1':,: I -O ... rr - - F i __ _ I "' , 1! � ; I I � . I I I I k�� I A/_ __ I I I _/111 (00"-_ __ � A 1 __7 f 1-11, I I , '� I I _r" I 1� A >_____ , , k 0 L !a C - �Af'T i i rT-TF----r - ; .T,, 7117 . ; 6 Liz - Ili k� 4 1 i_; 0 HORIZ - HORIZONTAL UON - Unle3s bt'herwise Noted ,� . I --- - - . i , I . i I I . . . t 3"xO.148"0 = 10d 3'/2%0.162"O = 16d FLASHING. _____r_"17 S060 0LBRICK UNTEI, VERT - Ver ical . � I �J 1 t- V/2%0.148"O = 10dxll/2" 11/,"xO-131"O = 8dxl'/2" WWF - Weld*ld Wire Fabric \.�O t : REVIEWED Too, ; I - . I I . I I I I: � I . . 1. . . - A L�Alxm".10-31--A � � . ., I I I 10, I ol/ \..-�� I . � r . - -- � I : I .''. U " . 1�I �� I : � . , I � I . I . � I I � 2x6 SYP#2 BLOCKING BETWEEN FULL DEPTH CONT. EA. TRUSS. FASTEN TO TOP WOOD I BEAM BLOCKING PANEL 2x6 SYP#2 NAILER BETWEEN OUTER WALL & FIRST RIM BOARD (TYP) PLATE w/ 10d 0 4" O.C. FASTENED TO TOP- WALL SHEATHING INTERIOR JOIST AT 48- OC.. FASTEN TO JOIST PLATE w/ 10d 0 3" O.0 w/ 4-1 Od COMM. 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. FLOOR FLOOR -4- TO BLOCKING 0 Y O.C. ATTACH AT EACH WALL STUD w/ 3-16 SHEATHING. IF TRUSS REACTION EXCEEDS JOIST. NAILS AT EA. FRAMING INTERSECTION. 6" 2300lbs PROVIDE CRIPPLE STUDS 1. 1 DIRECTLY BENEATH TRUSS (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MA HEADER FULL DEPTH BELOW TOP PLATE PLATE LSTA12 E3 2x4 VERT. FIT FLUSH CONT. RIM r B Lou Pontigo and PORCH SHEATHING, HEADER LS1 w/TOP & BOT CHORD BOARD (TYP) rAl2 SEE SPECIFICATIONS Associates, Inc. OF "WOOD I JOIST". PORCH CEILING LINE FLOOR BELOW -ADER, 8-GUN NAILS�'�-* HI FASTEN TO EA. WEB w/ JOIST. FULL HIEGHT *01 4-0.113x2" GUN NAILS WALL FRAMING WALL 11VI ANCHORING HEADER & SUPPORT SE.E PLAN. 420 Osceola Avenue FRAMIrm? PQRCH PARALLEL FULL H�IGHT___L� SYSTEM PORCH POST, PER PLAN (2)MSTA24 DETAIL B Jax. Beach, Florida 32250 TO WALL ANCHOR ORiHOLD WOOD "I" JOIST WOOD "I" JOIST PERPENDICULAR STRAPS MIN. (2)�x4 WOOD Ph. 242-0908 Fax.241-9557 DOWN AT BAjpEOOF D PERPENDICULAR TO WALL PARALLEL ST BELOW. �Ic (1) ADJ. FL: CA# 8344 SC:CA#3579 TO PORCH HEADER. WALL OP116N A SHEATHING--\ 2x4 SYP#2 HORIZ. BRACING 0 24" 16 GUAGE POST BASE: C STRAP w/1 1- POST 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING 24" O.C. BETWEEN OUTER WALL- 10dxl)�* EA. END BELOW STRAP W/1 1- 6x6 POST.ABU66. 2x SOLID BLOCKING .......... & FIRST INTERIOR TRUSS. NAIL FLOOR SHEATHING,- ROUGH OPENING, SEE ROUGH OPENING, SEE AT SH ATHING EDGE SEE SPECIFICATIONS EA. END DOUBLE TOP PLATE OVER TOP PLATE TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT 8d COMMON WIRE NAILS 2 EACH END w/ 3-0.13lx3" NAILS 10dxlY LSTA12 FOLDED PO INTO TOP PLATE & CONT. RIBBON ),, PORCH. CONTINUOUS OVER (TYP) BOARD Y�/5-10d NAILS TO BLOCKING 0 3" O.C, A FLOOR (TYP) PORCH HEADER, SLAB 6" HEADER E zrd I _ - I I I . . 4�-ot. 0 X� I r f'5-10d NAILS INTO TRUSS SEE PLAN HTS16 MA STRAPS BEAM. SPACE A MSTA24 R HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF TRUSS S 2x4 SYP#2 **4 0 24' O.C. STRAPS EPDXIED 6" MIN� DIAGONAL OR JOIST--,,,, 1 ij '\FOR PERPENDICULAR CONNECTION CONNECTION FASTEN EA. UPLIFT CONNECTOR UPLIFT CONNECTOR PLAN MEW OF PLAN MEW OF ELEVA11ON \AEW OF CALL OUT CALL OUT TRUSS CONNECTION T OF END w/- FLOOR TRUSSES n 103 1. , 8-GUN SEE DETAIL B ABOVE PORCH OEADER PORCH HEADER R� 3-10d COMMONS 'N OR JOIST. 0, � AT CORNER POST AT POST 2x6 SYP#2 Tr` CONTINUOUS %'% A H2.5T 0 32" O.C. TOP BOT A LS18 0 32" O.C, p Ij_ LEDGER F B SEE PLAN B SEE PLAN ASTEN WITHJ ]OKI 01VAL E CEILING 5-0.13lx3" EA. STUD. PORCH SHEATHING SPECIFICATIONS: C (1)MSTA24 STRAPS C WALL FRAMING WALL FRAMING (I)CS16 STRAPS LINE rtq%1- , IN. 1(2)2x4 WOOD GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS di,6" O.C. EDGE FIELD D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8' THREADED R 1/2 BELOW. & (1) ADJ. PARALLEL TRUSS OR OPTION 8 TO PORCH HEADER. FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR 1 1 11 (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C..EDGE AND FIELD DETAIL A Luis A. Ponti8o, PE FL PE#53311 FLOOR, TRUSS JOIST AT WALL FRAMING TYPICAL PORCH 'BEAM CONNECTION HEADER TIE DOWN TYPICAL PORCH FRAMING DETAILS. ' 3 5 WALL ADJ. TO ROOF CONNECTION �SO.i 0 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF r REVISIONS DATE -�01 AND WALL SHEATHING AND STUD FRAMING. ROOF TRUSS. A SYP#2 2x4 NAILER FASTENED TO TRUSS SEE DETAIL 6/SO.1 FOR ROOF--\ BOT. CHORD w/ O.131x3" 0 3" O.C. DIAPHRAGM ATTACHMENT FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. WHERE APPLICABLE 2X4 SYP#2 CATS AT 12" ----- ft----------t O.C. FASTENED TO TOP-- ,,--ROOF TRUSS. 44--------- ----4 PLATE w/ 4-0.131x3" 111/4 SHEATHING FASTENED TO --f--- ------- (2)LSTA18 STRAPS COMMON. MAX. TOP PLATE w/ 1 Od 0 3" O.C. (2)MSTA24 STRAPS FOLD OVER TOP PLATE F�T r ---- I FASTEN w/10-10d FOLD OVER TOP PLATE rFIELD ALTERAT=ION 16" MAX. FASTEN w/1 8-1 Od 2x SYP#2 CONT. ATTACH 1. AT ROOF CONTRACTOR SHALL CONTACT LOU FASTEN CATS EACH END w/ I PONTIGO&ASSOCIATES PRIOR TO TO TOP PLATE AND TRUSS CONTRACTOR MAY USE _j 4111IN 3-0.1310" COMMON TOE NAILS w 0.131x3" 0 3" O.C. EDGE OF OPTIONS A,B,C, OR D 2x MAY OVERHANG TOP PLATE. SHEARWALL-1/ MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL SHEARWALL OR_/ SHEARW 2. USE.ALTERNATE A. CONSTRUCTION DOCUMENTS.ANY U V 8d@3' ALL 141 SW 8d EXTERIOR WALL AT EXTERIOR WALLS I MINIMUM 2 PLY FULL HEIGHT FIELD ALTERNATIONS MADE PRIOR TO ENDING BETWEEN ROOF FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING MINIMUM STUD ROD BEING APMOVIED BY LOU PONTIGO 6 ALTERNATE A ALTERNATE 0 ALTERNATE C TRUSSES. ASSOCIATES MAY RESULT IN HOLD [OWNS EACH END HOLDDOWN EACH END 2 PLY-\ AT 2ND STORY TURN TITEN HD NAL ENGINEMNG OR STUD INSPECTION FEES. 3. USE' ALTERNAT�. FULI HT ANCHORS LIPPER 70 LOWER STUDS STUDS PROVIDE COUPLER TIGHT 7/.6" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1 Od 04"O.C. E & F,FOR -FLOOI�, rj OR (2) 1/2"0 FULL SW 8dO3/6: (2) CS16. STRAPS 2 CS16 STRAPS AGAINST PLATE SW 8dO3 6: - (1) 5/8 TRUSS._N� -FLOOR TRUSS' AtTACHMENT HEIGHT 1IIREADED ROD EACH END AT BASE OF STUDS TO NAILER w/ (1) ROW 8d r 2x4 SPF#2 CONTINUOUS TRUSS. 80 STUDS TO FOLJNDA11ON SIMPSON TITEN HD ROD COUPLER 0 3" O.C. FASTEN TO TOP SOU: PLATE ANCHORS _5W 8d03/6: HTT5 OR HDU5 I(FLOOR TO FLOOR LEDGER FASTENED RODS THD37634RC (%%6Y4") 7/ PLATE wl (2) ROWS 16 OSB TRUSS WEBS WITH-- TEE SCHEDULE ON DETAIL 2/SO.O t'^- SOLE PLATE ANCHORS OF 8d 0 3" O.C. BLOCKING w/3-0.131 x3" TEE SCHEDULE ON DETAIL 2/SO.1 /,,--LTT20B PANNE 2x4 SPF FLOOR COMMON. ...... ... HTT5 FRAMING T T I §kEARWALL NQTES SYP#2 2x4 NAILER FASTENED ALL AROUND To TRUSS BOT. CHORD w/ 1. PROVIDE 34C.� OSB 'SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12** PROVIDE 2x B I LOCKING AT ALL PANEL EDGES. (2) ROWS 0.1310" 0 3" O.C. INTERIOR 3-0.1310" NAILS 0 6" O.C. \\\-O.C. FASTENED TO TOP SHEARWALL. PLATE w/ 4-0.1310" 2. PROVIDE A MINIMU A OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW-2 LL OR COMMON. END POSTS FOR SW. , 5-16d NAILS SHEARWA EXTERIOR WALL NATE FOR I FASTEN ALL INTER OR SW TO ROOF OR FLOOR TRUSSES PER 6/SO.1 ALTER ALTERNATE FQR ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE F FULL HEIGHT ROD MLL .HEIGHT ROD -OOTING BELOW SHEARWALL PER DETAILS ON SOA 4.'INSTALL INTERIOR I- V FULL HEIGHT ROD ALTERNATE -I F T THREADED ROD I/I Ty r8 SHEARWALL ATTACHMENT AT ROOF FLOOR PICAL -SHEARWALL ELEVATION LILL HEIGH ATTACHMENT \Z;,11 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. �,so.i,/ ALTERNATE \,,s6.1,/ 4-12d TOE MULTIPLE BRACED TRUSSES, A�)NDICATED IN TRUSS SPECIFICATIONS. 8d COMMON NAILS L L 2x4 SYP#2 OUTLOOKERS SINGLE MAONG Nom AND 2MCA71ONS AT 3" O.C.(TYP) ROOF NAILS (TYP.) TRUSS BRACING TRUSS 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 m WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW Ln 6_10d (1)DIAGONAL BRACE PER wl 4-12d NAILS AT EACH RAFTER. 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING COMMONS (4) TRUSSES APPLI D TO BACKSIDE OF WEB, THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TED TRUSS ENGINEER. 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSS] ROOF TRUSS-/ ANGLE BRACING APPLIED T WERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH -L-� DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS I I 2X4 T-BRACE. ONLY WALL SHEATHING UP BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. a T-BRAUL FASTENED TO 1.1 PERPENDICULAR TO TRUSS BOTTOM BL6CKING MEN OVERFRAME I*N WEB w/ 12d 0 6"O.C. 9 11 CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE ALT. TO BOTH H3 ABOVE 1-1 TRUS NTH 2-8d COMMON NAILS. AT LESS THAN 4'-0 FASTEN w/10d COMMONS SAME SIZE, SPECIES, PRODIDE MTS12 Q& CS16 DIRECTLY I I CABLE END WALLS PROVIDE DIAGONALS VERTICAL VER11CAL 0 6" ON-CENTER . 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB ROOF MEMBER. BETWEEN OVERFRAMING RAFTER CONTINUOUS LATERAL BRACING. SEE REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING /-GABLE BRACE. FASTEN EACH TO BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS AND ROOF MEMBER. TRUSS SHOP DRAWING FOR OTY. AND 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/4"04" SDS SCREWS A END W/ 3-10d TOENAILS LOCATION. I_F MOR I I (APPROXIMATELY 457.) TO THE 776-1250 2x8 w/ 8-0.131x3" E THAN (1) LATERAL 191 ADJACENT EXTERIOR PERPENDICULAR 2346-3125 2x12 w/ 8-1/4"OxIS" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE BLOCK TO DBL TOP WALL BETWEEN EACH LINE OF BRACING 1251-1540 2x1O w/ 10-0.1310" 10 AS SHOWN. all 1540-1850 2x12 wl 12-0.1310" 41 /-PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING ;PROVIDE SOLID SPFf2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL, THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO LFDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT v.T 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. 8-10d LSTA12 0 48" O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM- COMMON,$ CHORD OF EA. TRUSS.�!` TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 0 36" O.C. OMIT IF TYPICAL E E N E T N WHEN DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN ri 3`11 PERMANENT TRUSS BRACING Y SCALE: 3/4" V-131" E ON I� TRUS= SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6- MAX. FRAMING 0 �C� kz.-110/ D�ER CO 0 L LU T�. OT S V 0 C Ty ENGSINEER N HO M F R LARI 2. ALL MATERIAL TO BE SYP#2 DPTAILS NOTES: 1. WHEN USING TWO H2,5T CUPS ON 1'/,.* WIDE LUMBER, PLACE CUPS DIAGONALLY ACROSS DBL, TOP PLATE 1A JACK STUD FROM EA. OTHER. JACK STUD AT DOOR AT DOOR PORCH BEAM SUPPORT POST 2. AT CONVENTIONAL FRAMING LOCATED F 4x4 IS SPECIFIED ON PLAN, OVER OTHER ROOF FRAMING, SEE DO NOT SCALE DIMENSIONS FROM USE (2)2x4 SPF#2 SUPPORT. LEDGER BOARD DETAIL 11/80.1 FOR THESE DRAWINGS.IF A DIMENSION L5 ATTACHMENT OF OVER FRAMED UNCLEAR REFER TO THE MIN. (2)2x4 PT SYP #2 ROOF RAFTER RAFTERS TO MAIN RAFTERS GABLE END GIRDER ARCHITECTURAL DRAWINGS OR PLAN VIEW X%3X" PLAN MEW SIMPSON LTT208 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, PER PLAN TRUSS TRUSS TAPCON RECESSED IN SLAB 12 MIN. USE (3)2x4 SPF#2 SUPPORT. UPLIFT CONNECTOR AND SCREW w/X" THREADED RATED WALL SHEATHING W/ (2) 12d TOENAILS EACH PLAN NAME ROD EPDXIED 4" 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO 5-10d TO SIMPSON H2.5T SIDE OF RAFTER. SCHOOLING RESIDEN E 0 SUPPORT POST w/ (2)HTS20. TOP PLATE AT INTERIOR 2x4 SPF#2 BLOCKING WALL C FACE OF WALL BETWEEN EA. RAFTER. SHEATHING DESIGN/DRAWN/CHECKED ATTACH SUPPORT POST TO SEE PLAN. CONIC. CONIC. SOLE PLATE FOUNDATION WITH HTT4 FASTEN EA. END w/ CS MK LAP ANCHOR 2-10d TOENAILS N1, SLAB SLAB w/ "OxIS" EMBED EPDXY ROD. U.O.N. 51-1 Od TO N. % M ,-I TYPICAL WALL ELEVATION VIEW CONTROL NO. MAY BE USED IN LIEU OF 4x4 OR 6x6. 4- 1 4-- 7CS16 SYP#2 PT SOLE PLATE 'STUD 10.17.16 BOX COLUMN 9 FRAMING H2.5T WATER PROOFING AT 5014 LSTA12 TER 1. H25T ROOF RAFTER LOWER PORTION OF CEILING JOISTS PER PLAN w/ (8) PER PLAN ONLY 2x4 BLOCKING. FASTEN TRUSSID. BOX COLUMN BY BUILDER ALTERNATE ALTERNATE 12d COMMON WIRE NAILS EA. MEN REQUIRED EA. END w/4-12d OP"n ON A OP110N B IF PT MATERIAL IS NOT USED. END INTO RAFTERS. (TYPICAL) TOENAILS. LPA NO. SCHO-16-00735 W r17� CONVENTIONAL ROOF DETAIL BLOCKING AT SMALL GABLE ENDS �1�4 �FR O�N T�E N�T R�YJ A�M IIBF A�S T�EN I�NG� rl"5 BOX COLUMN DETAIL �'Iel 6 ALL STRAPPING V**N I I SHEET \SO.1/ SCALE: 3/4" ls-Ow NOTED ON PLAN I\�01 klzo-�1 0 r OTICE COPY 'O'ST OMM. >Ccm 9 WHEN OM SEE WAND iAl 17 T-1 172 TC w) 2 C' A Soo] SHEET 2 OF9 OVERLAP SIDEWALL H2.5T TOP &11,BOTTOM @ 32" TOP PLATE 0.C. Tdo:, ,PLATE TO STUD GARAGE Lou Pontigo and HEADER H2.5T @ 32" 'ON—CENTER Associates, Inc. ALWAYS PLACE GOAL POST. FASTEN TO STUD 420 Osceola Avenue HEADER AT Jax. Beach, Florida 32250 PACK WITH 2—ROWS OF 16d TOP OF ROUGH RING SHANK NAILS @ 12 0.C. Ph. 242-0908 Fax.241-9557 A OPENING FL:CA# 8344 SO CA#3579 2)20cia STRAFjb STUDS TO TOP PLATE A. HffADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS— UPRIGHT BUCK DIRECTLY INTO BOT PLATE TO TRUSS STUD TO .BOT PLATE: FULL HEIGHT STUD PACK, PER GARAGE DOOR SIMPSON H3. X x3Y2" LAG SCREW (2)2x6 JACK STUDS-- THREADED R.OD @ 32" O.C. SUPPLIER WITH ROUND" WAS-IER SEE PLAN AT EACH FLOOR TRJSS f FULL HEIGHT 5/8 2 2 2 (2)2x STUD CORNER THREADED ROD L J T m T L 3 T ir EPDXIED 12 0 ) V6 6 6 6 6*6 7';; �:_rj 6 6 6 6 6 P.T. SOLE PLATE----\ FU LL HEIGHT All GARAGE J OLE PLATE THREADED ROD FLOOR ANCHOR SEE PLAN Luis A. Pontigo, PE /A FL PE#53311 SOLE PLATE TRUSSES PERPENDICULAR TO WALL ABOVE STUD TO BOT PLATE: BOT PLATE TO TRJSS ANCHOR THICKENED S LAB EDGE GARAGE WING WALL SECTION ' X x3Y2" LAG SCI?Ew---,\ SIMPSON H3. �REVISIONS .............. DATE 4 WITH ROUND WAS-IER 0 32" O.C. 4 AT GARAGE OPENING. AT 24 D.C. q .4 A 4. NOTES: C.m I L I 21........ - - -- - ------ ------- ....... 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATIQN rFIELO ALTERAT=ION CONTRACTOR SHALL CONTACT LOU PONTIGO&A550CIATES PRIOR TO MAKJNG ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY TRUSS PARALLEL TO , WALL ABOVE FROM THE INTENT OF THE ORIGNAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APMOVED BY LOU PCX',=O a ASSOCIATES MAY RESULT IN MEN GARAGE HEADER FRAMING ADDITIONAL ENGINEERING OR NOTED WALL STRAPPING DETAIL INSPECTION FEES. SO.2 'THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.'2 ROOF FRAMING TOP PLATE TO STUD —CENTER UPLIFT CONNECTOR H2.5A @ 32" ON SECOND STORY TOP PLATE ELEV. Ri DI r r H2.5A TOP & BOT. Ln OF CRIPPLE STUD @ 32" O.C. MSTA24 STRAP EACH 0 SIDE OF HEADER Lf) STUD TO LOWER FRAMING: MSTA48 OR CS16 STRAP @ 48" ON—CENTER SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF KING 5TUD TO LOWER. _'RAMINQ_ 2 MSTA48 OR TRUSS @ 24" O'c. CS1 6 STRAPS 2x4 P.T. SYP No.2 Coo A BLOCKING/CLOSURE FASTEN 2ND FLOOR ELEV. A w/ 3-12d TOE NAILS. RIP MISC ............... ................ DOWN TO REQUIRED DEPTH PRE—ENGINEERED- 0 FRAMING WOOD ROOF TRUSSES. 12d COMMON DETAILS 1 ST FLOOR TOP WIRE NAILS PLATE ELEV. —0.131x3" TOE NAILS (2 EA. SIDE) 11N ED 4 STAGGER 2x4 BLOCKING 4 H3 @ EA. 2x4 OUTLOOKER X 0.C. DO NOT SCALE DIMENSIONS FROM OUTLOOKER_\ AT 24 THESE DRAWINGS.IF A DIMENSION 15 U LEAR REFER TO THE UPLIFT ARCHITECTURAL DRAWINGS OR LROOF CONNECTOR CONTACT THE E.O.R. 2x6 @ 12" O.C. SHEATHING PLAN NAME BALLOON FRAMED WALL SCHOOLING RESIDENCE 5-12d TOE NAILS EACH DAUBLE DESIGN/DRAWN/CHECKED TOP PLATE CS / MK /LAP THREADED ROD TRUSS SEE PLAN FOR SI ZE k, 10-4 It DATE AND SPACING 10.17.16 CONTROL NO. 5014 -4- TRUSS ID. LPA NO. CONVENTIONAL STRAPPING OVER HEADER 2x4 OUTRIGGERS AT BALLOON FRAMED WALL RAFTER TAIL DETAIL SCHO-16-00735 ,3 K4 SHEET $—opt III`\�.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN '\S�0.2 1*,,.�.2 SCALE: 3/4"! 1 ' 1 OFFICE COPY S002 SHEET 3 OF 9 SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 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 FL:CA# 8344 SC:CA#3579 S1.01 "Ito, Po?v?� % No. 11 dft 0 OF < < < V)I SAWCUT""I 1-l"WCUT"viiiii 0 1 SAWCU T fit A%. S1.01 MONO 700TING TO' L u i s A. P o n t i8o, P E STEMWALL w/ 12 5x 110" # 3 F L P E#53311 nWFI It FP Y1 IN. D 6 N 7t (TYP) L REVISIONS DATE Ft -2 S1.01 1 �pi L_ __j 6A __j --3.0 > F3.0 S1.01 151-311 PROVIDE 2-#4x4 Sim. CORNER CRACK BARS rFIELO ALTERAT=ION AT SLAB MID-DEPTH. -�01 0C 3 1 CONTRACTOR SHALL CONTACT LOU S1.01 PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 4" CONCRETE SLAB w/ FROM THE INTENT OF THE ORJGINAL CONSTRUCTION DOCUMENTS.ANY FIBERMESH @ 1.5 LBS/CU.YD. FIELD ALTERNATIONS MADE MOR TO OF CONCRETE OR 6x6 W1.4xW1.4 BEING APFIROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN WWF ON 6MIL VAPOR BARRIER ADDITIONAL ENGINEERING OR IN PREPARED GRADE. 0 > S1.01 > 0 >I PROVIDE SAW CUTS PER 4/S1.01, BUILDER TO > COORDINATE WITH FINISH X FLOOR MATERIAL., > 4" CONCRETE SLAB w/ > > FIBERMESH @ 1.5 L8S/CU.YD. > SAWCUT > OF CONCRETE OR 6x6 W1.4xW1.4 15 _9100 1 7 4 4 V-1 i tv 6 61-6 to > N > WWF ON 6MIL VAPOR BARRIER A. > "m S1.01 IN PREPARED GRADE. IL 3 t 0 1 1.0 5 < S1.01 F L 5 rF-2.0 2 1) MONO FOOTING TO S1.01 STEMWALL w/ 2-ii5x3Q 1A 6 P� 1. A L (T' L 5 7 B \z-vi S1.01 ^2 Ln __j L -1 \Ii,si.01) 713 INN F_ --I 3 S1.01 S1.01 3 5 S1.01 S1.01 L _J V) 2.5 F /* 5 \1 1 /5\1 1 MONO FOOTING TO 0�1 -�01 STEMWALL w/ 2-#5x3O 111 1 010 1 DOWELS EPDXIED 6 MIN. SAWCUT (TYP) S1.01 MONO FOOTING TO _j K6A STEMWALL W/ 2-#5x3O" �ksi.oi DOWELS EP XIE 6" MIN. (TYP) ................ 1A I PROVIDE SAW CUTS PER 4 S1.01, BUILDER TO COORDINATE WITH FINISH FOUNDATION FLOOR MATERIAL j sl'.bi ilk S1.01 < < < V) (A 00 NOT SCALE DIMENSIONS FROM t THESE DRAWINGS.IF A DINENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. S1.01 PLAN NAME FOOTING SCHEDULE AND NOTES _S1.01 SCHOOLIN RESIDENCE TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED CS / MK /LAP 10-010 20-0" 2$-019 3-#5 EA. WAY BOT. F2.0 DATE F2.5 20-6" 20-6" 3-#5 EA. WAY BOT. 10.17.16 311-014 F3.0 39-090 3-#5 EA. WAY BOT. CONTROL NO. V-0ft F3.5 3#-6" 39-699 4-#5 EA. WAY BOT. 5014 F4.0 410" 4"1 111-01111 4-#5 EA. WAY BOT. FOUNDATION PLAN. GUEST HOUSE FOUNDATION PLAN TRUSSID. _0" SCA LE: 1/4 1 SCALE 1 0 F4.5 41 4"1 4-#5 EA. WAY BOT. 4 7THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SCHO-16-00735 REFERENCE ONLY. SHEET 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY 77 -Vol 74/_ 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S100 PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER CONSTRUCTION SPECS. PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. 1#5 CONTINUOUS, PROVIDE NOW CORNER BARS (TYPICAL) Lou Pontigo a n d BRICK VENEER IS 1 —#5 CONT., PROVIDE Associates, I n c. ACCEPTABLE WITHOUT MONO SLAB FOOTING AT PORCHESP CORNER BARS (TYP.) SEE 6B/S1 .01 8 CMU OPEN BOTTOM LINTEL 420 Osceola Avenue INCREASE OF FOOTING WHEN SPECIFIED ON PLAN. BLOCK w/ 1—#5 CONTINUOUS lax. Beach, Florida 32250 SI ZE. Eo k5zd 11' 'CH �,IIAN -0908 Fax. 241-9557 $ 'E� Ph. 242 SLAB ON GRADE, FL: CA# 8344 SC:CA#3579 SLAB ON - SEE PLAN. 52"- GRADE, J 'i /4 1 SEE PLAN. GRADE OR CONC. �X_ AT WALLS GREATER THEN 4 SLAB, SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING -4 8 CMU STEM WALL W/ A2 00'� N LAYOUT PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON 0-R311 #4 VERTICAL DOWELS @ 24" O.C. STEMWALL REINFORCEMENT GRADE PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 900 BEND INTO FTG. Cmu 4 IX SEE PLAN I Uj REINFORCING 4 OF J"' -a 00 COURSES #4 DOWEL TO MATCH WALL :OEINFORCING. O&A.084 1 TO 6 #4 VERT. 0 48"O.C. < 0 Uj L 4 Un t% d �)l .01 .'d4 *"�CONTINUOUS CONCRETE 7 TO 10 #4 VERT. 0 24"O.C. ONT.! ,CONCRETE FOOTING STEM4L, SEE ,1 4 11 TO 12 #4 VERT. @ 8"O.C. FOOTING Luis A. Ponti8o, PE 8 x1 6" 1—STORY, W/(2)#4 CONT. -3" CLEAR STEMWALLS OVER 6 COURSES TO TYP 10 x2o 2—STORY, w/(3)#4 OR (2)#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER it .............. COURSE. FILL CELLS SOLID. i O' X20 REVISIONS DATE� w/ 2—#5 CON T. STEM WALL EDGE AND FOOTING rTs� FOOTING W/ SHOWER RESESS GARAGE STEM WALL �_�-o 1 (SIM. AT PORCH EDGES w/o WALL) 1\�-o 1 (IF REQUIRED) \,�.O 1 (IF REQUIRED) FITEO, ALTERAT=ION CONTRACTOR SHALL CONTACT LOU PONT160&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY all FROM THE INTENT OF THE ORIGINAL STEP, SEE CONSTRUCTION DOCUMENTS.ANY 4' . FIELD ALTERNATIONS MADE PRIOR TO ARCH. BEING APPROVED BY LOU PONTIGO F1 ASSOCIATES MAY RESULT IN 4" MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR THICKNESS. 6B @ SLAB RECESS MATCH DOOR 4 WITH, SEE ARCH. RECESS BRICK VENEER IS SLAB ON ACCEPTABLE WITHOUT GRADE WALL FRAMING INCREASE OF FOOTING SEE PLAN. SIZE. PAVING STEP, SEE ARCH. BY BUILDER 5zi SLAB ON 1#5 CONT. WALL FRAMING—\ (6" MAX.) I 12"xl 2" Sz_ -]DETAIL 7B 1" DEEP SAWCUT w/ SLAB ON GRADE 2—#5 CONT. GRADE, E.J. ELASTOMERIC SEALANT /SEE PLAN 4. *) __�' U -SE E PLAN. MATERIAL 0, .-A 4 . lw�0�ql 00 SLAB ON 77 ON:' � SLAB GRADE, GRADE, 0 SEE PLAN. '�_SEE PLAN" NOTES: 1) PROVIDE SAWCUTS TO CREATE 04 4 APPROXIMATE 12' X 12' MAX. SQ. THICKENED EDGE 8*9x8*9 2) SAWCUT CONC. SLAB WITHIN 4 TO 8% 6" 1—STORY, w/(2)#5 CONT. DETAIL 7A W/ 1—#5 CONT. 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"xl 6" — 1—STORY, w/(2)#5 C ON f. 8"X20" 2 STORY, w/(2)#5 CONT. 2" FLAIR 89'x20" 2—STORY, w/(2)#5 CONT. 6A SAW CUT DETAIL 5-"'\\ BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN THICKENED SLAB > 1'�i � , , , , " �N ��-o 1 -�01 4 FOUNDATION MET AILS DO NOT SCALE DIMENSIONS FROM TH ESE DRAWINGS.IF A DINENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWIINGS OR CONTACT THE EO.R. PLAN NAME SCHOOLING RESIDENCE DE51GN/DRAWN/CHECKED CS, MK /LAP DATE 10.17.16 CONTROL NO. 5014 TRUSS ID. LPA NO. SCHO-16-00735 SHEET OFFICE COPY V S1601 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW NAKJNQ- SHEARWALL SHEATHING TO BE APPLIED. 2X6 FLATWISE 8d*r/6' 8d @ j DESIGNATES 8d COMMONS @ BLOCKING 3" O.C. EDGE & 6" O.C. "IN THE w/3-0.131X3 pt FIELD" EACH SIDE DESIGNATES THE HEADER SIZE, NUMBER 6)6 P. SYP#2 POST (2)2x8-1/2 OF PLYS, Sc JACK/KING STUDS NEEDED W/ABU66. SEE DETAIL TO SUPPORTHEADER. Lou Pontigo and STRAP BEAMS 10 POST 2/SO.1. (TYPICAL) Associates, Inc. PER 2/SO.1 (TY:).) 1 1771 DESIGNATES INTERIOR LOAD BEARING WALL. 420 Osceola Avenue lax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 �3)2xl 2 (,5)2X1 2 �,5)2xl 2 2-SDWC1 5600 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 AT EA TRUSS 316" A307 DIAMETER FULL HEIGHT F- CRIPPLE STUDS X THREADED ROD, SEE DETAIL 8/SO.O A rm% - - - - - - - - - - - - - - - U-4=ElF 0 16 ox, NAIL TO CE ADJACENT STUD A307 DIAMETER FULL HEIGHT > X5 THREADED ROD, SEE DETAIL 8/SO.O W/3-10d COMMONS 3 No 5 ED ROD X WALL SHEATHING TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.O 01: SEE 3/SO.1 FOR BEAM 2-ROWS OF 16d I-4Q SW q I LING: S1.1 2x6 WALL SW. NAILI 2x4xl8" LONG ADJACENT A307'DIAMETER THREADED ROD Mae*, TERMINATES AT RRST FLOOR TOP LATE, SEE DETAIL 8 SO.0 01VA STUD. FASTEN TO HEADER @ 9 0.C. so It ': 80� 63 'd ON\I. (TYPICAL) (95 V6 SW NAILING: V 2x6 WALL 11 1 .0 L VA WITH 2-SDWC15600 SCREWS. 2-ROWS OF SIMPSON 8d03'1/6" C(3)18" LVL-3/�) -5 15600 SDWC SCREWS 10d COMK40NS SIMPSON HTT5 w/ 5/."0 THREADED 5 :5 X @ 12" O.C. STAGGERED. ROD EPDXIED 8" 00 J& 0 6"o.c L u i s A. Pontigo, PE C(-2)2x1 2-2/2) (2)2x8-1/1 to SIMPSON DTT2Z W/ h"O THREADED FL PE#53311 C 7(2)2x8-1/1.) SIMPSON LSTA12 STRAP HEADER pp (2)11.25 LVL X FLAT STRAP @ 48 O.0 PLATE r PER 4/SO.1 OR WALL SHEATHING WALL STUD SCHEDULE REVISIONS DATE [7 CONNECTION BUCK AND STRAP HEAD -R PLATE STUD SIZE C14 PER 4/SO.1-\ PLATE LOCATION HEIGHT & SPACING 04 q- EXTERIOR 2x4 SPF#2 0 16" O.C. CC I X WALL SHEATHING MAX X C14 10-1% r4) CONTINUOUS. EXTERIOR 10,-1 2x6 SPF#2 0 16" O.C. or 04 MAX 2X4 SPF#2 0 12" O.C. LIL STRAP HEA R EXTERIOR 10,-1 TO SPF#2 0 16" O.C. ni 1 5 14 1-0" 2x6 PER IV 1-0 W. I X E3 A BOVE SLIDING GLASS INTERIOR 10.-0. 2x4 SPF#2 0 16" O.C. WOOD FFNJ�MED HEAD A MAX INTERIOR 12;_0" 2x6 SPF#2 0 16" 0.C. -gr FIELD ALTERATION MAX 2x4 SPF#2 @ 12" O.C. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PPJOR TO MAKING ANY STRUCTURAL FELD 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE OPJGINAL 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION DOCUMENTS.ANY 0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD ALTERNATIONS MADE PIRICIR TO ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGO fi 00 ASSOCIATES MAY RESULT IN 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDITIONAL ENGINEEPJNG YELLOW PINE. INSPECTION FEES. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 2x6 SPF#2 @ 12" O.C. 5 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS X TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16" O.C. N %j 2x1O SYP#2 CEILING JOIST BALLOON FRAMED WALL $11 MINIMUM. SEE 2/SO.O FOR ADDITIONAL ANCHORS AT @ 24 O.C. FASTEN WALL SHEARWALLS OSE WALL 11� i STUDS w/ 5-10d SHEATHING. GENERAL NOTES 00 X SW NAILING: (2 12-2 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. U�04 U SCHEDULE THIS SHEET FOR STUD lie 8d@3 (3)2x6 SPF#2 7 SIZES AND SPACING. AT GIRDERS AND BEAMS, 5 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER POST. p 0 X PLIES. DO BL RA T R TRUSS TFG3 ABOVE -------- 2. SEE SHEET so.b FOR ROOF AND FLOOR r--LL-J-- - - . I ff--= U --I 1"z K%ff POST FROM � STRAP HEADER ! SHEATHING SPECIFICATIONS. SEE 3/SO.1 FOR BEAM z �(2)NTP PER 4/SO.1 ABOVE UJ FNS El' I OF 0 VALL CONN. (TYPICAL) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE > PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES z V) .0 PE R, DETAL 6E,1S0j, Ln V) m, TOGETHER PER DETAIL 6/SO.O z 2x4 SPF#2 x 8'-0" LONG. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Of (9)gy U X, -FASTEN TO EA. JOIST 2/SO.O ZZ 2x1O SYP#2 CEILING W/(2)1 Od 6. AT SHEARWALLS, PROVIDE DIAPHRAGM F- JOIST @ 24" O.C. PAIR_z ATTACHMENT PER DETAIL 6/S0.1 L(2)11.25" LVL-2/2) 2x6 SPF#2 CEILING w/ ROOF RAFTERS 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT C4 110� JOIST @ 24" O.C. PAIR TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1 2x4 SPF#2 x 8 s-009 ---V W/ ROOF RAFTERS 9. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING LONG. FASTEN TO-z AND HOLD DOWNS SEE 1/SO.2 (2 2x6 - 1 0 0 EA. JOIST w/(2)10d SEE 1/SO.2 (SIM) (3)2x4 SYP#21 - - - - - - - - - - - STRAP BEAMS TO POST POST BELOW PER 2/SO.1 (TYP.) POST FROM Ln POST ABOVE. 5, ABOVE- 17% C%j > VX 0 - - --- - - -- - (3)2x4 SPF#2 c1q M A SI M. 04 < I %-, r- P OS T. V- 17 X X X 0 04 04 ISTRAP HEADER - - - - - - SO.1 r4) PER 4/SO.1 6x6 P.T. SYP#2 POST 00 (2)2x6 SPF#2 X (202<6 SPF#2 Vi/ABU66. SEE DETAIL I . I I OU L POST.-\ < (0 1. - "-p )S-1 - - - - - -- - - 2VSO.l. (TYPICAL) 1 5 5 jenkO15 11 5 ix X �Q� - - 1 0 ISW NAILING: SW NAILING: SW NAILING: W NAILINC: 7 7 T C(2)2x6-1 ((2)2x6 -1/2� (2)M-i A 8d@3"/6" e- 8d@,3"/6" 8�103'#/6'1 8d03s'/69' 3/SO.1 FOR BEAM -L SEE. --7 1 SI M. h -CONN. (TYPICAL) PORCH CEILING SHEATHING CIS POST FROM STRAP HEADER FASTENED TO 130T. OF > > PER 4/SO.1 CN CN CSj ABOVE CEILING JOIST. SEE �/SOA IST FLOOR ((3)2x`12-2/�2 FRAMING (2)11 25 1 VI 2 (2)11 25 1 N/I 2x6 SPF#2 0 12" O.C. STRAP BEAMS TO POST J 6x6 P.T. SYP#2 POST BALLOON FRAMED WALL PER 2/SO.1 (TYP.) SEE DETAIL ' DO NOT SCALE DIMENSIONS FROM 2/SO1.' (TYPICAL) THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SCHOOLING RESIDENCE FIRST LEVEL WALL FRAMING . PLAN GUEST HOUSE FIRST LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECKED 1 0 CS / IVIK /LAP SCALE: 1/4 SCALE: 1/4 DATE 10.17.16 CONTROL NO. 5014 TRUSS ID. LPA NO. SCHO-16-00735 SHEET 5 rFIE L D OFFICE COPY S161 SHEET 6 OF 9 SYMBOLS LEGEND RAFTER TAILS, 2x12 FULL DEPTH 2x12 SYP#2 DECK HTS16 -7PESIGNATES UPLIFT CONNECTION. SEE DETAIL 2 BLOCKING. FASTEN JOISTS @ 161, O.C. 2 5/80.2 EA. EN D w,z-\ ----- FLOOR SOEATHING, FRAMING ELM NOTES: SO.1 6-' Od TOENAILS. SEE SPECS. SO.1 PORCH SHEATHING AT 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. li, /Z 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. BOTTOM CHORD OF r (1)H2.5T CONNECTOR. 1 7 , F TRUSS SEE 2/S0.1 (TYP.) 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. Lou Pontigo and '7� w/QT PER MANUFACTURER'S SPECIFICATIONS. 2x4 SYP#2 OUTLOOKERS @ 5. WHEN USING (2)H2.5T CLIPS ON V/," WIDE LUMBER, 420 Osceola Avenue 2x4 SYP#2 OUTLOOKERS @ PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Xz 24" O.C. SEE DETAIL FROM EACH OTHER. Jax. Beach, Florida 32250 0 K.4.00 Ph. 242-0908 Fax. 241-9557 12/S0.1 FOR FASTE 12/S0.1 FOR FASTENING. 24" O.C. SEE DETAIL FL: CA# 8344 SC:CA#3579 NING. oz F7/'/ Zzl/ SHEATH CONT. THRU 2x8 SYP#2 LEDGER. FASTEN w/ 0 7/ LOWER ROOF TO 1 ST 7-10d COMMONS @ 16" O.C. LEVEL BOTTOM PLATE. 2x12 SYP#2 LEDGER. p 0 INSTALLED OVER SHEATHING.-\-- oll FASTEN w/ 5-1/4x6 Fz V// 2x8 SYP#2 LEDGER. FASTEN w/ LUS210 SDS SCREWS @ 24 SHEATH CONT. THRU HANGE 0.C. INSTALLED 7-10d COMMONS @ 16" O.C. (TYP.) OVER SHEATHING ///Y/ LOWER ROOF TO 1 ST ////�INSTALLED OVER SHEATHING LEVEL BOTTOM PLATE. I;p OF S .0 .. .... 1V L '00 U U ij IIIIII Cf) C%4 Luis A. Pontigo, PE C) . 0 0 FL PE#53311 LL LL d0I : 1 711 1 1 1 0 REVISIONS DATE ^5 m DR- 2x4 SYP#2 OUTLOOKERS @ F 24 so O.C. SEE DETAIL rFIELD ALTERAT=ION 12/S0.1 FOR FASTENING.-\ CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO 110 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY TIONS MADE PRIOR TO FIELD ALTERNA BEING APPROVED BY LOU PONTIGO a �01 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING ATTIC FLOOR SHEATHING,_,/ 0 1 LOCKING PER WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED SEE SPECS. )LTAIL 6E/S0.1 ............ Id I IL I k EA. END r12 2x6 COLLAR TIE. 4 T 3 so. S0.1 w/ 5-10d (TYP,). t H TS 16 -HTS16 AN I Flo "1 1. 4 6 IF07 (14 1 7 to is 4 OUBLE RAFTER h Y/ T7 17 f (3)2x4 SPF#2 KING POST Fll ( 2A w/ (2)HTS16 TOP & BOT. C� -1 r 0 -j V) F14 5 < SO.1 HIP TO BEAM. SO.0 RAFTER TAILS F12 F08 35 ANGLE SEE DETZ < F06 10]) 1 2x6 SYP#2 ROOF RAFTERS tTYP.) 5/S0-2 -j Lj Y/ 0 @ 24" O.C. PAIR n I I -J @ 24" O.C. PAIR w/ Ln < CEILING JOIST (TYP.) 2x6 ROOF RAFTERS Li SO.1 12- y CEILING JOIST < F10 1=09 ( 3 ) TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 0 -j S0.1 (3)2x4 SYP#2 KING (3)2x4 SPF#2 KING POST 1 STRAP TRUSSES AND ROOF RAFTERS TO, BEARING -y] (2)HTS16 TOP & BOTT. POST w/ (2)HTS16 WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT !k STRAP UNLESS OTHERWISE NOTED TOP & BOTTOM 2x8 RIDGE Fl F08 2 Sim. 7 /(2)H TS 1 6,v-\ 2x4 SYP#2 OUTLOOKERS @ Cr- 17 2)HTS16 y 24" O.C. SEE DETAIL SO.1 <w F I krr5- I 6===1f1' yrf F > /S0.1 FOR FASTENING. IV/ FASTEN HIPS TO SHEATH CONT. THRU X �'-�RIDGE w/ 2-A35 LOWER ROOF TO 1 ST SHEATH CONT. THRU EA. INTERSECTION LEVEL BOTTOM PLATE. '-LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. 00 2x6 OVERFRAME RAFTqRS" A35 ANGLE, FLOOR 8 LOW TO BEAM. 2x4 SYP#2 OUTILOOKERS @ PORCH SHEATHING AT @ 24" O.C. w/ OVERFRJME -/ H I P 24" 0.6. SEE DETAIL-/ LEDGER SEE 11/S).1. BOTTOM CHORD OF OF 12/SO.1 FOR FASTENING. 40 4 -Z '44 gi I TRUSS SEE 2/S0.1 (TYP.) TRUISS \-HTS1 6 HTS1 6 (3)2x4' SYP#2 KING POST HTS16 PLACEMENT 2x8 SYP#2 LEDGER. FASTEN w/ 2 2 2x8 SYP#2 LEDGER. FASTEN w w/ (2)HTS1.6 TOP & BOT.--\Ds UBLI RAFTER 17 7-10d COMMONS @ 16 vp O.C.V SO.1 RAFTER TAILS, SO.1 7-10d COMMONS @ 16" O.C. PLAN S0.1 INSTALLED OVER SHEATHING SEE DETAIL---// INSTALLED OVER SHEATHING. Sim. 5/SO.2 HTS1 6---/ DO NOT SCALE DIMENSIONS FROM HTS16 THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE 4 ARCHITECTURAL DRAWINGS OR SHEATH CONT. THRU S0.2 LOWER ROOF TO 1ST" LEVEL BOTTOM PLATE. PLAN NAME SCHOOLING RESIDENCE DESIGN/DRAWN/CHECKED CS MK /LAP DATE FLOOR AND LC W ROOF TRUSS LACEIVIENT PLAN. GUEST HOUSE R OF FRAMING PLAN 10.17.16 CONTROL NO. 1 09$ st 9-09) 5014 SCALE: 1/4 SCALE: 1/4 TRUSS ID. NOTE: NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND 1. FASTEN ROOF TRUSS TO TOP P , TE w/ 2-12d TOENAILS AND LPA NO. UPLIFT CONNECTOR, SEE PLAN. UPLIFT CONNECTOR, SEE PLAN. SCHO-16-00735 SHEET �z/ OFFICE COPY Sle2 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW NAKJN!2;d SHEARWALL SHEATHING TO BE APPLIED. 801*16m 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 PLYS, & JACK/KING STUDS NEEDED TOSUPPORTHEADER. I Lou Pontigo and Associates, Inc. DESIGNATES INTERIOR i ;I LOAD BEARING WALL. 420 Osceola Avenue Jax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 ANCHOR LEGEND F L: CA# 8344 SC:CA#3579 SEE S1.2 FOR 36" A307 DIAMETER FULL HEIGHT FLOOR FRAMING. X THREADED ROD, SEE DETAIL 8/SO.O %J1111IN1011: k A, O/V A too d as it, % A307 DIAMETER FULL HEIGHT X05 THREADED ROD, SEE DETAIL 8/SO.O all N 0-�1311 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.O SHEATH CONT. THRU SHEATH CONT. THRU -.0% S OF io % STRAP JJALL TO BEAM BELOW PER DETAIL VS0 2. -p t. LOWER ROOF TO 1 ST LOWER ROOF TO 1 ST , k I-I - ,I . - -,�- �: - -1, - %" A307 DIAMETER THREADED ROD 4. r 404o LEVEL BOTTOM PLATE. LEVEL BOTTOM PLATE. TERMINATES AT RRST FLOOR TOP T *+, 70tv (�5 rip C(2)M-1/2.) X1 61-, 2)2x6-1/2) PLATE, SEE DETAIL 8/SO.O L X ROD EPDXIED 8" STRA:I� HEA E 'A L u i s. A. Pontigo, PE STRAP D R- HEADER PE ISOA P:-'R 4/80.1 SIMPSON DTT2Z w/ h"O THREADED FL PE#53311 4/S0.1 ROD EPDXIED 4". SEE DETAIL15/SO.1 ................... X REVISIONS DATE WALL STUD SCHEDULE PLATE STUD SIZE (DO LOCATION HEIGHT SPACING 2x4 SPF#2 0 16" O.C. TRUSS T1 0 ABOVE EXTERIOR MAX EXTERIOR 10,-1 2x6 SPF#2 0 16" D.C. or '2)2x6 SPF#2 POST. (2)2x6 SPF#2 POST. MAX 2x4 SPF#2 0 12" O.C. X STRAP TO HEAD BELOW @ STRAP TO HEAD BELOW X 5 C� EXTERIOR 10'-1-TO 2x6 SPF#2 0 16" D.C. _j C; 14'-0 2-CS16. PROVIDE 2-CS16. PROVIDE 10'-0" SQUASH Ekt�CKS HIN KS W1 HIN < INTERIOR MAX 2x4 SPF#2 0 16" O.C. WE I I Lj L- 3:: n 12'-0" 2x6 SPF#2 0 16" D.C. -qr FIELD ALTERATION :'LOOR q)f"'STEy- FLO )R SYSTEM. 11� INTERIOR 0 1 MAX 2x4 SPF#2 0 12" O.C. CONTRACTOR SHALL CONTACT LOU 97M Holm PONTIGO&A55CPCIATE5 PRIOR TO MAKING ANY STRUCTURAL FIELD 0 -J Lj 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE T- -J C) MODIFICATIONS WHICH MAY VARY X < FROM THE INTENT OF THE ORJGINAL N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION[XXUMEN`T'S.ANY STAP HEADER 0-1� 3:: of CONTRACTOR MAY INCREASE STUD SIZE TO MEET -A PO FIELD ALTERNATIONS MADE PRIOR TO ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGO Ll PER 4/S0.1 11� ASSOCIATES MAY RESULT IN X 1 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDIT1IONAL ENGINEERING OR (Do 1 1-- 0 YELLOW PINE. (A -1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5 1� Lij X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16" D.C. MINIMUM. SEE 2/SO.O FOR ADDITIONAL ANCHORS AT /A SHEARWALLS L y GENERAL NOTES X FASTEN, TOP OF S NAILING: 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. WALL PER /S0.1 8dO3 N/601 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD ef SIZES AND SPACING. AT GIRDERS AND BEAMS, 5 X PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. J5 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES BEAMS, HEADER, AND STUDS) FASTEN PLIES X TOGETHER PER DETAIL 6/SO.O to AID 4. IN TALL SOLE PLATE ANCHORS PER DETAIL 14 2 SO.0 to tr to 16 .0 It H 00 00 X X 6. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 6/S0.1 L LL 4010 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT X TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1 CN 9. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING I U) AND HOLD DOWNS -71 00 3: < < .-j 0 -1� �j In I F@ 0 %&,# X X -1 04 0 > 0 1-- < I'- :ZE 04 Ln F- 7 F- I Lj .-j LLI U�Clj _j -J < < STRAPKADER STRAF HEADER LAJ Ld PE' 4/S0.1 < PER 4/!-0.1 < 0 0 Ln X X U-11 .01� L LIJ cn N V m X 1 5 5 5 X SHEATH CONT. THRU SHEATH CONT. THRU LOWER ROOF TO 1 ST LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE. LEVEL BOTTOM PLATE. 2nd FLOOR ow (2)2x6-1/1 (,!)2x6- C 0 FRAMING -j - .4 J* J-0 0 UJ :5.- V) #4 0%,,,, J C,4 STRAP WALL TO STRAP WALL TO 31. -wi TRUSS BELOW PER (2)2x8 1/2 TRUSS BELOW PER 3.- V) PLAN CO -i � DETA CL DETAIL 2/SO.2. IL 2/S0-2- < fA < cr_ LO M I'- D UJI V) < V) Ld DO NOT SCALE DIMENSIONS FROM 0 w LLJ (10 a-, THESE DRAWINGS.IF A DIMIENSION IS UNCLEAR REFER TO THE F-- CL ARCHITECTURAL DRAWINGS OR 0 0 CONTACT THE E.O.R. 0 V) b < _j < --j LIJ 3: LLJ PLAN NAME M a_ _j -j SCHOOLING RESIDENCE < V) < < < DESIGN/DRAWN/CHECKED w V) 1-- af V) F--� F- D Lli D Ljj CS / MK /LAP V) of 0 V) w 0 F- DATE q 10.17.16 CONTROL NO. SECONI LEVEL WALL FRAMING PLAN 5014 1 of TRUSS ID. SCALE- /4 1'-0" LPA NO. SCHO-16-00735 SHEET OFFICE COPY F7mM 1171 m X Z��4 lee- R E VI! ;S 8 d t4 L J. NET \ry 'UR�A� N13S�OR CT R '\��CA I=E�E70 S103 SHEET 8OF 9 FSYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES, 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. TIONS SEE SHEET SO.Q. 3. FOR GENERAL DESIGN SPECIFICA Lou Ponti8o and 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE lax. Beach, Florida 32250 FROM EACH OTHER. -0908 Fax. 241-9557 Ph. 242 FL: CA# 8344 SC:CA#3579 TRU SS �ROOF RAFTER NOTES: STRAPPING NOTES C E '1 /0 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING RAFTER TAILS, No. WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT .53' SEE DETAIL 5 STRAP UNLESS OTHERWISE NOTED 5/S0.2 SO.0 S TA I it _T_ Fr__ rcq] cio 00 C ciol %,A , '%W b. C 1__�00 Luis A. Pontigo, PE C'N CN 0 (N CN I I F L P E#53311 CN C CN F- . ............ 01 1 f5jof )I REVISIONS DATE 0 L__j 11 11 1 - — Tio 11 I 1\----(2)HTS16 (2)H TS 16 7no SO.0 Z� rFIELD ALTERAT=ION CONTRACTOR SHALL CONTACT LOU MNTIGO&ASSOCIATES FROR TO MAKJNG ANY STRUCTURAL FIEUD MODIFICATIONS WHICH MAY VARY 5 iffENT OF THE ORIGINAL FROM THE R' 6 Aloo,, N RUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO .41 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR U 2x6 OVERFRAME RAFTERS Xe @ 24 O.C. w/ OVERFRAME —LEDGER SEE 11/S0.1. T T12 ( 4 L RAFTER TAILS, r 5/80.2 -J ' 4.1 L_J T14 5 RAFTER TAILS, RI"DGE SEE DETAIL \I,.�-o 5/SQ,2 71 r' F— I Ln 17 1(2)HTS16 )HTS16 _fG01 m m C- C_ 0 0) 00 o 00 cn 0\ c) CN 04 CN CN m (y), co Ce) CV) I., VA'�7\\1 I/ I F_ F- 1- 11-- F- 11-- 11-- -jy� F_ F- rQ r T3 4 T 01 11 if:!l T3711 5 5 SO.0 T SO.0 2x4 BLOCKING, RAFTER TAILS, '__-�SEE DETAIL i SEE DETAIL—/ 18/S0.1 5/SO.2 18 18 2x4 SYP#2 OUTLOOKERS 2x4 BLOCKING, SEE DETAIL SO.1 "T38G _3 0.1 Sim. 0 16" O.C. FASTEN ONE PLACEMENT 18/S0.1 Sim. END TO TRUSS W/4-12d TOENAILS AND TO GABLE PLAN 12 END TRUS w/H2.5T 2x4 SYP#2 OUTLOOKERS SO.1 @ 16" O.C. FASTEN ONE END TO TRUSS w/4-12d DO NOT SCALE DIMENSIONS FROM TOENAILS AND TO GABLE THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE END TRUS w/H2.5T ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SCHOOLING RESIDENCE DES[GN/DRAWN/CHECKED CS / IVIK /LAP ROOF TRU �. ,S PLACEMENTPLAN DATE 10.17.16 SCALE: N.T.S. CONTROL NO. NOTE: 5014 1. FASTEN ROOF TRUSS TO'70P PLATE' w/ 2_12d TOENAILS' AND TRUSS ID. UPLIFT CONNECTOR, SEE PL.AN. 2. WHEN USING (2)H2.,,5T CLIPS ON 11/2"' 'WIDEiLUMBER, PLACE LPA NO. CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER SCHO-16-00735 SHEET OFFICE COPY HTS1 mi 7i 6 C MCN �05 ED 1 F7 S104 SHEET 9 OF 9 J: