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363 12th ST - STRUCTURAL DRAWINGS Ir, - tae ;i�� II I .I mm i �i . I )�9. . It I i 11 19 Il �,� I i It,- , �/ ,,. I ! 11 I ,, .. 1 i 1 1 I F7m iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii, 1, R,w Ig "I I,RI I, I 1 ,Y 4 I� I, ;�, i31 ro""'I"I"I"I' N SPECIFICATIONS ` ' USP CO I. ►u {'I DESIGN TYPICAL HEADER NAILING �• �' W :`,S 0.131X3" TOE NAILSTYPICAL DOUBLE ME UPLIFT tltl '; Itit 2X6, 2x8 = (5) NAILS ELATE SPLICE DESIGN CODE: COMPONENTS & CLA I, G AGE DOOR PRESSU CONNECTOR f ;'�, k, TYPICAL STUD NAILING: " " I , BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRE PSF �! ;,! 0.131x3 END NAILS: 2x10 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTHTYPICAL TOP PLATE NAILING: 2014 FLORIDA B SYP SPF t' "'' �'°i`„ �'r 9 LVL, 11 "LVL = (7) NAILS / (16) 0.131 x3" NAILS FASTEN ALL TOP PLATES L PLANS {"' 1 CAR ,. `� h• I, ! I (2) O 2x4, 14" LVL 16 LVL = 9 NAILS VENLY SPACED SIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL TRIBUTARY INTERIOR Ep:GE,STRIP (PSF): +37.5 R' r, ;. t ;�;, . ;.:I, t;.P { ) TOGETHER w/ (3) ROWS DE GARAGE 1= ! il� Ili ,,; �� I,:Ise, fil + 1. ,yx,,l h p ,,„ 3 O 2X6, " PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA s ; <� USP A35 450 450 z I „ , l 1 { ) UNLESS { ZONE (PSF) 4-6 DOOR C a i.:, it , �,q I r OF .1310 O 12 O.C. STAGGERED ► -41.0 II •v, y ,si i iS`', 4 ''ia..r,i' n+�{'. 5w 3:, , 3 d,; ,1 a - `3 q., i � §,,YSj }p.:Rtr 4 ® 2x8. UNIFORM - +41.$ -56.0 (8 x7) USP RT7 585 495 A I E n » ADS: ACTUAL AND U +41.6 45.4 I ,I I � ( } SYP#2 DESIGN LO 10 »�E , ,I,� i� , ,a� f „ ' ! SYP#2 DBL. HEADER, 4-0 IN. ROOF FLOOR 2 CAR USP RT8A 775 650 li '' } "{./ mm J ;I" A. END % .> 'f ��;� TYPIC'.L'WALL`F'IAM�ING NOT *MAX.ROOF SHEATHING, 6 FTOP PLATE PER PLAN +35.6 FULL HEIGHT ANCHOR cd=1.25) (cd=1.00) 50 +37.5 -41.0 +37:5 -47.3 GARAGE USP MTW12 1195 860 ')1 bt1'/0�i A', END m t�`" , .��'` '' �"' ROOF LOADING ( 1. USE SF#2 BETTER;FaFil' SEE SPECIFICATIONS EITHER SIDE OF PLATEA Lou P o n t i g o and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALLN'ALL°STUDS:. ; -39.1 USP HTW20 1450 1245 ,�',2 f 0x1'/z" .EA. EN' �! a F> I r, HEIGHT CHANGE Associates, Inc. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +35.6 -39.1 +35.6 -43.5 (1 fi x7) _ USP MSTA24 1640 1455 :' 'X9)1 EA EtO ` ' 2. USE SYP 2� F��R ALL �` P','' 2x�LOCKING ONLY TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf THE # G • S ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). SEE 5/S0.0 RAISED PUSP MSTA3fi 2065 2065 1'3 1 d EAS IIP ^' REQUIRED IF SHEARWALL �� TRANSOM �'T1�: 0 sf THE VALUE � PLATES AND SOLE PLATE s _ BOTTOM CHORD LIVE LOAD 10 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ' ) AD LOAD 5 psf - ----- x. Beac , Florida 32250 HEADER 2x SPF DIAGONAL BLOCKING 420 C►sceo a Avenue BOTTOM CHORD DE 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 %�" ROD :TQ FTG. 3. USE SYP#2 FdR ALL T}P SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3" Ja h L _-F DROPPED SHALL BE PERMITTED USP JUS28 1305 1305 6 t d TO,HEADER i HEADERS I I LSTA12 STRAP FOLDED EA. END TYPICAL Ph.242-0908 Fax.241-9557 DEFLECTION CRITERIA: OVER OP P E FL CA#8344 SC CA#3579 1 : T LAT HEADER ADL 240 TOTAL LOAD L 180 �, ; ; ,, ROOF FRAMING: LIVE LO / / TS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 �. 17pDa;TO`FTG'. 1 i`` i "' ,. , __ SHEATHING MAY EXTEND 2 • COMPONENT & CLADDING WALL ELEMEN FLOOR FRAMING: LIVE LOAD L 3fi0 & TOTAL LOAD L/240 ABOVE . 4. AlA''' W LLS, �IALL BE ,F -- --_ L / POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE a N aI -_ ___ LPAST BLOCKING WINDOW USP HTT22 5370 5370 ;$;.ROD:'T0 FTG. d ."t BALLOQN ;FRAMED FULL I I ARCHED SYP 2 HEADER, ATTACHMENTS MUST 0.75" MAX UNDER ANY CASE TRANSOM # ANCHOR INTO 2x MATERIAL. USP PAU44 2535 s 9► ' fJD w/ 12}16d HEIGHT TO;ROOF'OR FLOQR L-- ----J FULL HEIGHT PER PLANS11 WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. s' BEARING ELEV TION, U.0, 0 FASTEN LOWER STUD 4 OPTIONT ANCHOR, SEE a ,, s I;p , ,I,;; PERMANENT TRUSS SYP 2 DBL. TO TALLER STUD w ASCE 7 10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 2535 '. / } C # SEE RIGHT PLAN FOR SIZE JACK AND �� ,,� / N 5 PSF = PRESSURE AND MINUS = SUCTION. / O[3.W (y2 1 d„ i, ;. PLAN. ;. MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD A D PLUS BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS h ; AND LOCATION KING STUDS, �o`� �Cj �� 'III BOTTOM CHORD. REACTIO NS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 ' x2•-L'l 4, Af CONS .I O 12" O.C. WINDOW SILL SEE ��. ••.� �.`f .�' 4, -;. 5.) FASTEN°BOTTOM PLATE 0 : SEE PLAN J , GENS • REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE ' INTERIOR O ''D BEARING;:I`,I C OF ROOF TRUSSES SHALL BE WINDOWS/ DOORS , ' ,, �,, h A. I SCHEDULE 3/S0.0 ��.• •.-4 ', NTH ROOF LIVE LOADS SHALL BE MULTIPLIED OF THE WINDOW DOOR'MANUF. SUPPLIER & SHALL MEET "'� a t BLOCKING AT ALL WINDOW SILL SEE LIVE LOADS COMBINED WI RESPONSIBILITY / / ('� WALLS TO CONCRETE SLAIN: , FOR SILL SIZE AND 00 NEGATIVE VE PRESSURES. S I M PS O N COI I:. '1 T , 1. r TYPICAL BALE 00 BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND E w/16d, MASONRY CUT NAIL SHEATHING JOINTS: PLATE NAILING: CONI CTION EACH SCHEDULE 3/S0.0 SOLE PLATE ANCHOR: S NO.53311 f fltiiiI: p:+ _` " F,,; 2x4 FLAT WISE. FASTEN END FOR SILL SIZE AND .. - • + OCA ---------- 130 MPH a ; :, I,, .' "' Y 1 fi . SEE ,,! �' 0.131x3 TOE NAILS: CONNECTION EPDXY ANCHOR (MIN s BASIC WIND SPEED (ASCE 7-10) a � �_ UPLIFT ;, t; ;i;;.; i ,:;� I i t, EACH END WITH 2-10d EC ON EACH -- a '; s ---------- 1.00 ,` _ !' I t k I I FOUN ADDIT L TOENAILS. ONLY REQUIRED (3) O 2x4, END 3" EMBED.} s M IMPORTANCE FACTOR �---F - a CONNECTOR ,I I A ANC.; ARWALL, THREADED ROD I AT SHEATHING JOINTS FOR . (4) O 2x6 $'r� ' Io AN ROOF HEIGHT ----- --------- 20.0 FT v = °' Ira I a - SYP SPF +: t,) s .-, ME , � '"° ANCHOR DRILLED do -O r "I "I EXTERIOR WALLS AND �' ` I v 450 450 ,I �' ! I, i.� I f , ! I, 5 O 2x8. EPDXY w 2"0 x " '� •. �` •• o ------------------- 7 12 IµI,E A35 ,:' ,i ' W' ! SHEARWALLS / , Q •. P•.• ��a N ROOF PITCH / I , ------ 4 ,I , dIl ;' PLATE WASHER, �_ �` •. Q ,. [� • i BUILDING CATEGORY ---------- II �'- EN <EDGE STRIP. H2.5T 600 520 il'`s, i� Int �1 i @ �i PT. SYP#2 SEE SCHEDULE BELOW ��,, F�+ •'• ��...•• ��+o` cw --------------- 0 D Ot Ip 530 ;I ND I It! t 1; SOLE PLATE 'hi,,� S/0 I.`G� ��`. [� EXPOSURE CATEGORY v I SEE :' � CHART H8 620 -- gg a i PLAN Fl UD SIZE '', N��„� � 0 ENCLOSED i ABO 'a' DIMENSION I I �`; AND ;:. FIACtNG. FLOOR SHEATHING, N i�e� ENCLOSURE CLASSIFICATION --------- - {{ 11 11 a 11 , '� MTS12 1000 86Q al1 ,E„ �. NIl �fi I i :: �, INTERNAL PRESSURE COEFFICIENT ---------- f .18 4 , :: SEE SPECIFICATIONS I I a I v HTS20 1450 1245 4 v EN x ' 3�II IIS �`r I' EI I ,}.II ` I' ,! 1. _� -F ;' t t 4� a; z; I'f;. Luis I s A P o n t i O PE _ I �' ' i,, i THIN FL', YSTEM 16d COMMONS FOU AT10N SEE PLAN $ �__ MSTA24 t 765 1270 rt 2 F L P E#5 3 3 1 1 ,� I ,i !��I & , t ARE POS BOVE. » 8 FI CATI O N S a '� ; , , �, 4 t„*� MATERIAL SPEC -'I�'I`" MSTA36 a 2050 1870 I , "I.: ,� ;; t.,, II, C5 IFw }1";�' �� O 16 O.C. WALL FRAMING AT WALL FRAMING AT �. ; F .Y r .a, t '+I .;! n�.�k a��c I! �, i. r -t Z MAX. MIN. WALL FRAMING AT o I I I I� �,.�I I� . I sA' ,." �� -W L _-J �, 1 ,,r „ / ,:,i Il„� ;I �. ' I ,l ;, ; ;I I I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE HARDWARE AND ANCHORS: HTT4 3480 3080 PLATE BREAK DROPPED HEADER CONDITION REVIS�N.S DATm"m"m"`m:;::E k- .: P�{; 4":y. I•c:'v. .".� , 4�:f., '� �I -a. ,.� , -: t I ! J J J y�1 ., '�J ` ,'',•,�3 ,'., Y I tr ;,i, ,�,• , I °<i.. :, -1:1,:f lrp '"I` 11,11't r ''' F'3:G,° ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] ,;t o'� , �.. I. f ,T -.,, t l�.._ l F t S # [ �I AT TWO STORY CONDITIONS PROVIDE SOLID BLOCKING Q o_ ASTM A 307 OR ASTM F 1554 GRADE 3fi. :; #,,;: 2 1 `I S R4 ; 1 �=Ik1 ? ''TOP . I{ I o WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & BE IN ACCORDANCE WITH ASTM A500 (GRADE B). I ' 'I "`" �i- z SOLE PLATE ANCHOR SCHEDULE WASHERS: SHALL E F ERVICE HTT5 5250 4670 'I;' *,SCOP OI �. , I , �{ ,.. a J NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. �, , ,; I. p. I;�.h alar .,,� ,.� a,, ;. I II,II,�: .I $ ATYPICAL WALL FRAMING JACK STUDS THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE S: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ¢. :: .a METAL CONNECTOR ,�.q' ,_,I IISI �, I: I I ; ! ` °� � 3 Ar m BUILDER MAY CHOOSE EITHER THE DROPPED I ( ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE MEANS AND METHODS• LUS28 930 780 }r` t "i r I . '�'.` h I�° �! S0.0 EXTERIOR SHALL BE GALVANIZED. ` I: �° I t I o_z HEADER CONDITION OR RAISED HEADER CONDITION " t t " " OL BE RESPONSIBLE f, ' '' ?�. I ;4:�I,rEL; iIr'Ir,. I l^;I� I IIS; : , Q- 3/8 40 16 2x2x/a 3/2 1 3/4 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL OT HAVE CONTR Q$ ,,,; ,,, ,,,_, .,r:. ,":_, a DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES; PROCEDURES, OR 14-16 TO WEA R it,, ' I i I I -- I 1/2 48" 24" 2x2x'/8" 3'/2" 1 3/4" I/ SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- --J i� LARGER THAN REBAR SIX AND /8 LARGER THAN THREADED RODS OTHER PERSONS PERFORMING THE WORK 'OR FOR THE FAILURE FOR ANY OF fi-16d-T0 JOIST �I ,;,s o MASA 48" 24" N/A N/A N/A __/ ,:, I (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s » SEE' 5/S .0 SEE 1/S0.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENT5. ABU44 2200 /e OD w/ 12-�16ii: 10849.6 ;,,;r, . ,. . SYP#2 � (2)12d TOE (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 S/$"� OD w/ 12-�16d` 10849.6 INTERIOR BEARING WINDOW SILL SCHEDULE EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING'DEIGN RESPONSIBILITIES: SEE SCHEDULE HEADER, NAILS E.E. SET N A N A SIMPS EPDXY-TIE ,': 11506.4 ROUGH DROPPED HEAD MINIMUM ENO PER PLAN OPENING (MIN) FIELD ALTERATION REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE / / , N I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, _ FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END "ll7"I"I1, 70 STUD/!BEAM POST AND O.C. SPACING. WALL " CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. / < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 �� M 11496.3 2x4 FLAT SE. SHEATHING » PONTIGO @ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROfF ffAMING. ITEMS NOT DESIGNED 1-/2 ROD TO FTG. FASTEN E CH END 4 fi-4 (2)2x4 SPF #2 (5)12d TOE NAILS FA NER RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND RIbOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-1 13872.5 4 8._4» BOUNDARY OF MODIFICATIONS WHICH MAY VARY ADDRESSED TRUSS-T0 'tRUSS CONNECTION, AND ANY WITH 2-10 TOENAILS. (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS SEE GENERAL NOTES. MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY - ONLY RE IREEDI-AT SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 BLOCKING AT ALL < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS CONSTRUCTION DOCUMENTS.ANY SHEATHING JOINTS SHEATHING JOINTS: }' EXAMPLE OF PANEL BEING APPROVED aY ou��o a CONSTRUCTION SPECIFICATIONS FOR EXTERIOR WALLS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE W BLOCKING ASSOCIATES MAY RESULT IN GENERAL NOTES Ft COISTRU AND SHE RWALLS 2x4 FLAT WISE. FASTEN / WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. WHERE REQUIRED BY ADDITIONAL ENGINEERING OR , _ WALL EACH END WITH 2-10d HE SILL INSPECTION FEES. i ,ISHEATHING,.; . TOENAILS. ONLY REQUIRED GENERAL NOTES. l T PL S SEE A SHEATHING JOINTS FOR WALL SHEATHING TO FLOOR SHEATHING SPECIFICATIONS TERIO STUDS SEE PLAN S ULE 23 32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON O 6" O.C. EDGE & FIELD ` ,I s EX R WALLS AND SOLE PLATE KING & JACK D / II SHEARWALLS RAISE '/4" FROM ROUGH 0 'G, SEE ARCH. NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: r __ i 1; 4 , ,, , BOTTOM OF SOLE SUPPORTED EDGES, . » - !t SEE'DET ILS SEE DETAILS PLAN AND FASTEN (6)12d TOE NAILS GENERAL NOTES MIN. / 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS O 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4"40 OF ROOF 4DGE). SHINGLE_ tt: , ON S1.04 ON S1.0 w/8d ® 3" O.C. TOP & BOT. 2x_ SPF B w .. . $1 I - MIN. 15 32" 32 16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK O 6" O.C. EDGE �c 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'. .C? ROOF,EDGE). 1. r - --- - - - - A 12d ® 8""`O.C• / EXAMPLE OF UNSUPPORTED LLE. / / t x ., F r" F KING & '�' - I I JACKS (rn') UNBLOCKED PANEL EDGE wwt i SHEATHING SPECIFICATIONS: (TYPICAL) = Ftt Fx_IBLE FINISH-MIN. x/16", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d ii �i" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE I I I POR PLAN w-I: SHEATHING y,:l, ., w 0 CONT.. AT ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARD PANEL & BRICK. ALL OTHER WALL SHALL 13E CONSIDERED BRITTLE FINISH. '` I I I I I A N " " I I I I I I SIMPSON LTP4 ON a JOINT.GIRT/VERT NAILING TO INTERMEDIATE a STUCCO FINISH.-MIN. 7/0", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ Sd O 6 O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HOR.Z*T Y. y L_----- INSIDE FACE, IF NO JOINT. SUPPORT IS fi" O.C. MAX. ROOF JACK STUD SPF RI PEd (UON) TRUSSES, OR FIT AR FLOOR T MASONRY SPECIFICATIONS: I „ - BOX BEAM TWEEN WINDOWS DE REQ'C L00 JOISTS. .� MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF y MULTY STORY �- 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. "' IN TWO' STORY FRAMING _ SECTION A-!�� CONTRACTOR SHALL BE 1- 1 RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. +` � 1,.N, TYP. �/ , L SECTIONSr3_I WINDOW HEAD AND SILL FRAMING � 4 SHEATHING NAILING DETAIL F� CONCRETE MASONRY UNITS (CMU) a. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING Ln U (CMU), TYPE 1. GRADE�--N-1. NORMAL WEIGHT,,�II IITH A'1�INIMIAM COMPRESSIVE STRENGTH OF 1900 psi (fm=150 1.p$0. T TICAL. S©0 .� ,N S0.0 S0.0 SCALE: 3/4" = 1'-0" " BO TOM OF COUR' ,,. : , RY WHEN THE WALL HEIGHT EXCEEDS-5'-Q". m _LIM ., REINFORCEMENT IN 5-0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE It f ,tR1L, 11.1 c R ` C90E E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUN IINGI- 0461 S,' STACK BOND SNAI�.L d BE: MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM , USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR;WALL SHALL BE REINFORCED FULL �tFITI 11, 1'/z" 1'/2" WITH - #4 O 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY`OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLIIV+G CORNER-BARS,'MINIMUM'OF r ! AR :: t1, (3) ROW OF 10d 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 REINF. HALL BE 'INCREASED AS NOTE ON I 4. ►, - ' L . NAILS O 8" O.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 . F� I 2 PLY FULL HEIGHT BEAM. aN STAGGERED ,N°''' ANCHOR 2x4 BLOCKING CLAY MASONRY (BR_ ICK RESPECTFULLY. I ' 3 PLY BEAM. N a 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RES1. • 2x4 MEMBERS: M 6+ EACH END w/3-10d �� CONCRETE SPECIFICATIONS: U (1) ROW OF 10d ° '4,y- TOENAILS 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,25C 0 PSI AT 28 DAYS I__; . � \ (4) ROWS 12d NAILS O 4" O.C. ° CONCRETE AT GARAGE ANO PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EX 0 SHEATHING VERT. M TO P OF TRUSS AS SHOWN. ((C� AT 12" O.C. ` ! , , 7 ' r � PRQ DE 2x4 BLOCKING .. .. 2x6 MEMBERS: EA. SIDE. F� � GENERAL NOTEs� a AT IZONTAL JOINTS. � � (2) ROW OF 1 O STUD BELOW ,i I (3) ROWS 12d » 4-10d NAILS O 4 O.C. LOWER TOP 0 FOOTING AND FOUNDATIONS: 1 AT 12 O.C. OVER LAP DOUBLE COMMONS • � I . ., `� STAGGERED PLATE AT BREAK F TI AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNER WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS R�OMMENDED TO VERIFY;SUITABLE . i, H EL > 11 -0 EA. SIDE. TOP PLATES 00 ALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS: SOIL'COMPACTION 'AND;FILL I¢w " ROOF SHEATHING, SEE 2 dt 3 PLY BEAMS ORTHOGONAL WALL INTERSECTION m SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SH ( ) SHALL BE COMPACTED TO A MIN. OF 959 MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 2x SPF BLOCKING SPECIFICATIONS BELOW. 2x4 2xfi POST 2x8 POST 0 OGO L VIEW CONDITIONS 1. RIPPED TOG'FIT 4F CORNER • WITH GAP SHOWN PRE-ENGINEERED WOOD FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES► CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSION AI . ND `LOCATION FROM THE ROOF TRUSSES. FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT (3)ROWS OF 5" (3}ROWS OF 63'4" TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) iff I _..t I i ;•ti O • ENGINEERED WOOD ENGINEERED WOOD , 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 PROVED #3 • 48" O.C. OR ROD CHAIRS. FASTENERS O 24"o.c FASTENERS O 24"o.c PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFF� ORCE G, WHERE PERMITTED, SHALL BE 48 AS SHOWN AS SHOWN CORNER WALL INTERSECTION BAR DIAMETERS1.1 . I CONDITIONS CONDITIONS CONCRETE SLABS ON GRADE: I . < I 11 SHE THINS MAY SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVEQ CHEMICAL SOIL TREATMENt 'I4R PREVENTION OF SUBTERRANEAN TER INA AT ' 1-PLY 4-PLY 50VERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12 x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR TER ATIVE METHODS. 1 - ` TOP OF UPLIFT M " " �. TOP PLA CONNECTOR, 16 LVL AND GREATER 2. �• DENOTES 3x0.131 GUN NAILS O fi O.C. VERTICAL WOOD FRAMING SPECIFICATIONS: �. " I M SEE PLAN NOTES.- �. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN FULL HEIGHT ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS NDS FOR WOW CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY CONCRETE OR - ANCHOR DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE (NDS) 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACID '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 JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. '� ` TYPICAL CONNECTION :! HEEL < 5" 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: I IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND 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 ! . 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 5 TRU S NNECTION s BUILT-UP MEMBER FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT',MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS. . 1S.`WHEN USING (2) STRAPS ON q22F SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0.0o SO S0.0 DESIGN Itt .1 1. ROOF COVERING SPECIFICATIONS: FULL T ANCHOR TER INA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SWINGS SHALL COMPLY WITH ASTM D3161 AND I INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY APERMOST T PLA WHERE ANCHOR IS 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 AS E1514 AND BE INSTALLED w/ NUT AND ASH i SPECIFIED ON PLAN CRITERIA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN°`AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. • ADJ. TO GIRDER/BEAM WASHER- CON,VENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN -1.7 0� FULL HEIGHT AN D F WHERE NOTED ON P N WHERE NOTED ON PLA 6" OF POST. ��'-- - --i ANCHORING SPECIFICATIONS il, WATERPROOFING: _ - 1 _ - ^A ! THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. I _f PLAN I X I ANCHORING SYSTEM: THE THREADED ROD ANCHORING t I I I ! 1, ,_ I I. III 1 I , . I UPLIFT . Q " GENERAL F__________ Y___Y SYSTEM SHALL CONSIST OF 3b a A307 THREADED CONNECTOR ,, _ `�_ F _ ?� RODS, ORIENTED VERTICALLY AND ATTACHED TO THE WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANf BBREVIAT10►f\IS I I I I I I DOUBLE TOP___, SEE PLAN FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE NATES POST, PER PLATE SOLE DOUBLE r- LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I (" I I I I I I FULL HT. ANCHOR " " " ! I. I I I I I PLAN I I PLATT= ANCHOR TOP PLATE TOP PLATE, PROVIDE A 2 x 2 x J6 STEEL WASHER. MEMBERS FASTENER INTERIOR LOAD BEARING WALL I I FASTEN WITH A NUT AND ALLOW AT LEAST 3 TYPE LINTEL DIMENSION ,; MIN. BRG. MAX. SPAN ® BUILT-UP POST IN ,THE WALL I I I I I I I I FULL HEIGHT F THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) DO NOT SCALE DIMENSIONS FROM I a I I I ( I I I ----THREADED ROD THESE DRAWINGS.IF A DIMENSION IS TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS O 12" STAG. 11 I SOLID BLOCKING SEE PLAN ' - WALL STUD t ROD INSTALLATION: AT ALL PLATE PENETRATIONS, UNCLEAR REFER TO THE L3'/2 x3'/2 x'/4 4 6-0 GABLE X-BRACE, SEE DETAIL t2/so.t I I ( I I I I ( _-_i. PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THEARCHITECTURAL DRAWINGS OR TOP PLATE LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS t t » �_0" _ HEADER SIZE. JACK AND K IG STUD I I I I I WAIN FLOOR I I OR POST. I DIAMETER OF THE THREADED ROD USED. WHILE CONTACT THE E.O.R. L4x3/i x/4 6 8 H6 /2 -I DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANIITY. I I ( I I I I ( ) I I -, - SINGLE CONTINUOUS RODS ARE PREFERREO, COUPLER L5x3'/2"x'/4 6" 10'-0" _____ HIDDEN UNE DESIGNATES SIDE OF - - - I- _ _ _mo"�) -- - -_ f (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES _1- - - - -I - - - - STEEL COUPLER " " '- --- WALL THE SHEARWALL SHEATHING ELEVATION '� WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. 11�E PLAN NAME RIM JOIST TO TOP PLATE TOE NAIL (8d O 6 ) GUN NAIL O 6 t " SW TO BE APPLIED. 8d O 3/6 " ;; I - t I -i- - - I�FLOOR U�S OR JOIST - - - - I (OPTIONAS N EDED} w �' I ROD SHALL BE INSTALLED APPROXIMATELY CENTERED Lfix3/2 x/4 fi 12-0 NAIUNG: - - - �' CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS t " t " ®3» 6» DESIGNATES 8d COMMONS O 3 2j1 �( --}- r HAND RESIDENCE L7x3/2 x/4 6 16 0 O.C. EDGE & 6" O.C. "IN THE I I ( I I I I I O ; I IN HOLE. RODS MAY BE SLANTED FROM TRUE I I I C ' - � FULL HT.____ I VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET T DESIGN/DRAWN/CHECKED { ) I AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS „ Fly" I I I I I I I I I ANCHOR ,l_j--- THE NUT ABOW THE UPPERMOST PATE SMALL BE CS MK LAP 1. STEEL LINTELS TO BE MINIMAL 36 I HEADER I I I I I I 1 I I I ~ AT SILL PLATE AT TOP PLATE SEOUR M OVER THE WASHER TO A 8NW-TIGHT CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long I IC . I I I I I I I I I _FLOOR OONOn M PWS OW-NINE TURN OF A STANDNW DATE JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. i BM - BEAM M NUF - Manufacture I I ( ( I I I POST TO I I FRAMING �IIENCH (APPRODOMATELY 30 "•-I•�• OF TORGUO 07.27.16 WEATHER BOT - BOTTOM : M; 0 - Monolithic, i ( MATCH FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SI RIINIV E NO Ct0110RES910N OF SUIII ci RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center I I I I I I I I I ODN1niAC1roRS MALL fiE-1WH1FN NUT TO 30 2. LINTEL MORE THAN 8'-0". SHOULD I I POST ABOVE I I FULL HEIGHT �._ TOR" �� ALL TRADES ARE CONTROL NO. JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OS - Oriented Strand Board I I` I I I I I A C D E F BE LATERALLY SUPPORTED NOT TO DBL - DOUBLE PEP - Perpendicular I I I I I I I I I THREADED ROD----- FOUNDATION, THREADED COMPLETE AND Pf1:lOR TO MISULATION. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. DIA - DIAMETER PR ENG - Pre Engineered I I I z 01 SEE PLAN ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 8738 I I PER PLAN. I ( HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE TRUSS ID. SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PS - Pounds per Square Foot DRILLED & EPDXY ANCHORED. SEE INSTALLATION CONT. HEADER, TWO PIECES FACE NAIL 16d0 1fi" O.C. O EDGE ATTACHMENT , I 1 3/8 '/2"� '/i"� 2x2x'/a" 4" 4" 2" 3" _ VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END ! FSS , Pounds per'Square'Inch 1 I I I ��h, 1 CHART FOR EMBEDMENT AND EDGE OMC _ CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS i SEE NOTE 2 EOR - ENGINEER OF RECORD '-I PT - PRESSURE TREATED I INSTALL 1-STORY Ill. 1/2 "� �/�B"0 3x3x'/4" 6" 6" :W 3" REQUIREMENTS 0 IF,— , MAX. FROM I SEE TABLE AT RIGHT " s " » " " " " LPA NO. 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick Tie , THREADED SEE R EPDXY NB M NT __EMBEDMENT 5/8 �X /4 3x3x/4 7.5 10 : 3 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR RE NF Reinforce ~KING STUD WHERE 2-STORY RODS FO E 0 E ED E DEPTH (g) SIGN-16-00546 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d O 16") GUN NAIL O 8" TIES 0 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF Square Foot CANNOT BE INSTALLED AND EDGE DISTANCE. O MONO STEM MONO STEM WIND-ZONE VERT. TIES O 16" O.C). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SR _Spruce Pine Fur Pine IGHT AN H P MENT I M SOLE PLATE ANCHORS FULL HEIGHT ANCHOR VIEWED FOR CODE COMPLA1C19 ' SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT FOOT SY Southern Yellow F L E PER SCHEDULE WALL SECTION " " " " SEE SCHEDULE FTG - FOOTING TH u - Through THREADED ROD INSTALLATION CHART CITY C'�R�►TL,�►�T(�r'BEACwN 3 x0.131 s = GUN NAILS 2x0.113 ,� = RINK SHANK 12" OF OPENINGS. PROVIDES/,e"0 WEEP 8 FULL WEIGH V1�r00D FRAME WALL Ai,JCHORING SYSTEM sB�E pA appp HDR - HEADER TY Typical S0001 2"x0.113"0 = fid 2'/2"x0.131"0 = Sd HOLES O 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UO - Un ess Otherwise Notedweft1111= �'�� " 3"x0.148*0 = 10d 3'/2"x0.162"O = 16d FLASHING. III OF BRICK LINTEL LBS - POUNDS VET - Vertical S0.0 t » » _ t » t » = t - Welded Wire Fabric i ,;i , '+ SHEET 1 OF 3 1/2 x0.148 0 = 10dx1/2 1/2 x0.131 0 8dx1/2 I _ Em : DATE: I �, l b of .. i y 2x6 SYP#2 BLOCKING.BETWEEN WOOD I BEAM BLOCKING PANEL FULL DEPTH CONT. EA. TRUSS. FASTENTO TOP BETWEEN OUTER WALL & FIRST RIM BOARD (TYP) 2x6 SYP#2 NAILER PLATE w/ 10d ® " O.C.: FASTENED TO TOP WALL SHEATHING INTERIOR JOIST AT 48" OC.. FASTEN TO JOIST PLATE w/ 10d 0 3" O.0 '' G w/ 4-1Od COMM. I FLOOR FLOOR ' f 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA SHEATHING. ,;. JOIST. g IF TRUSS REACTION EXCEEDS TO BLOCKING O 3" O.C. �� \� ATTACH AT EACH WALL STUD w/ 3-16 I4 X6" 23001bs PROVIDE CRIPPLE STUDS / NAILS AT EA. FRAMING INTERSECTION. FULL DEPTH DBL. TOP M ' NOTCH H EADER DIRECTLY BENEATH TRUSS 1 (MIN. of 6-16d BETWEEN EACH TRUSS) t 1 2x4 VERT. FIT FLUSH CONT. RIM PLATE BELOW TOP PLATE w/TOP & BOT CHORD BOARD (TYP) PORCH SHEATHING, f Y OF "WOOD I JOIST". SEE SPECIFICATIONS LEADER I LSTA12 A B LSTA12 A B �/ °• \ / Associates,o an FASTEN TO EA. WEB w/ CEILING LINE FLOOR I P RCH Lou S „ JOIST. FULL HIEGHT BELOW 8-GUN NAILS` ••� H ADER, I n c 4-0.113x2 GUN NAILS WALL FRAMING WALL ANCHORING •• FRAMING SYSTEM PORCH PARALLEL HEADER & SUPPORT' . FULL HEIGHT S E PLAN. PERPENDICULAR TRUSS 42 ' "" "„ TO WALL �. POST, PER PLAN: j�(2)MSTA24 ANCHOR OR;HOLD 0 Osceola Avenin WOOD I JOIST W000 I JOIST PERPENDICULAR I STRAPS DOWN AT BASE OF MIN: (2) x4 WOOD D Jax. Beach,Florida 32`50 pPARAFL PERPENDICULAR TO WALL OiPOST BELOW. (1) ADJ. �DlPh.242-0908 Fax.241 557 OPTION A , TO POR H HEADER. WALL FL:CA#8344 SC:CA#X579 24" 16 GUAGE POST ASE: r 2x4 SYP#2 HORIZ. BRACING ® " ! C C SHEATHING 24" O.C. BETWEEN OUTER WALL STRAP w/11- POST 24 16 GUAGE 4x4 POST:A 3U44 & FIRST INTERIOR TRUSS. NAIL FLOOR SHEATHING, 10dx1Xi" EA. END BELOW STRAP w/11- 6xfi POST:A U66 ROUGH OPENING, SEE STUD WALL FRAMING EACH END w/ 3-0.131x3" NAILS SEE SPECIFICATIONS 10dx%" EA. END �S`TA 2 FOLDED ROUGH OPENING, SEE w/ 2x SOLID BLOCKING (TYP} CONT. RIBBON POR H. ; CONTINUOUS OVERT r TRUSS UPLIFT TABLE AT LEFT _ 8d COMMON WIRE NAILS AT SHEATHING EDGE �DOUBLE TOP PLATE R TOP PLATE TRUSS UPLIFT TABLE AT LEFT FLOOR BOARD (TYP) PORCH HEADER, - •• w 5 10d NAILS „ TRUSS SEE PLAN HTS1fi SAB 6»'HEADER INTO TOP PLATE & TO BLOCKING 0 3 O.C. / �\ �,��N��r<Itlm ... ': -. MAX 5'-10 ' NAILS INTO �► STRAPS „ ,..., . .. .. ,. . ... �, ,,,.. 13LAM SPACE I �`� � .• .. T a 2x4 SYP#2 MSTA24 ROD HEADER DOWN CONNECTION HEADER UP CONNECTI DIAGONAL STRAPS EPDXIED ON ROOF TRUSS 1 ti,•• ��GENSF••• O " MIN 0 24 O.C. FASTEN EA. °' CONNECTION CONNECTION OR JOIST •% •. END PLAN , EY W OF PLAN VIEW OF TION VIEW OF °° CALL OUT UPLIFT CONNECTOR UPLIFT CONNECTOR ��FOR PERPENDICULAR s 3-10d COMMONS FLOOR TRUSSES j 8-GUN . «• �:. ; CALL OUT OR JOIST. !,;` PORCH HEADER PORCH HEADER , ; F CONNECTION TRUSS CONN 0 a * . i', A H2.5T 0 32" O.C. TOP & BOT LS18 O 32 0 C CONTINUOUS 2x6 SYP 2 SEE DETAIL B ABOVE. • -- ---- AT CORNER POST AT POST I ,' NAI ,, A " CEILING WALL FRAMING % -1O • 3' B SEE PLAN # i WALL FRAMING PORCH SHEATHING SPECIFICATIONS: B SEE PLAN LEDGER FASTEN WITH ��-OF . (1)MSTA24 STRAPS C 5-0.131 x3" EA. STUD. % LINE 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAIL. 0 b" Q.C. EDGE & FIELD MIN. (2)2 4 WOOD C (1)CS16 STRAPS y;�O ••. P •�•�� OR OPTION '$ BELOW. & ,(1) ADJ. D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD P A ��i�� •`•.OR : •:�'�� FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR TO PORCH�H,EADER. PARALLEL TRUSS % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS O 6 O.C. EDGE AND FIELDDETAIL A Luis ry �k! , P E 1 FLOOR TRUSS / JOIST AT WALL FRAMING 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM C �NECTION 4 HEADER TIE DOWN F L P E#S' 311 so.1 S01 VMEN 5 WALL ADJ. TO ROOF CONNECTION S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TED SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0. AND WALL SHEATHING AND STUD FRAMING. REVISIONS DATE I ROOF TRUSS. I q SEE DETAIL 6 SO.1 FOR SYP#2 2x4 NAILER FASTENED TO TRUSS I I ROOF BOT. CHORD w/ 0.131x3" O 3" O.C. I DIAPHRAGM ATTACHMENT WHERE APPLICABLE I A 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. I I (� II O.C. FASTENED TO TOP ROOF TRUSS. �-- -' ----- ---------- PLATE w/ 4-0.1310" 11/+" SHEATHING FASTENED TO -t-- COMMON. MAX. TOP PLATE w/ 1 O O 3" O.C. I ( II II (2)LSTA18 STRAPS I I FOLD OVER TOP PLATE FOLD "VER STRAPS 16 -2 MAX. LL NOTES: I I FASTEN w/10-10d FOLD VER TOP PLATE FIELD ALTERATION 2x SYP 2 CONT. ATTACH " FASTEN CATS EACH END w TOP# CONTRACTOR MAY USE / I C I FASTEN w/18-10d CONTRACTOR SHALL CONTACT LOU LATE AND TRUSS I I B C PONTIGO 8 ASSOCIATES PRIOR TO ' 3-0.131x3" COMMON TOE NAILS „ �, To w/ 0.131x3 O 3 O.C. EDGE OF OP TIO S A,B,C, OR D I I MAKING ANY STRUCTURAL FIELD 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ AKIN ANY WHICH MAY FIELD SHEARWALL OR SHEARWALL 2. USE ALTERNATE A. '� SW 8d0319/6" VARY ATE TERIOR WALLS CONSTRUCTION DOCUMENTS.ANY EXTERIOR WALL SFROM THE INTENT OF THE ORIGINAL ENDIN BETWEEN ROOF FULL HEI H D R CONVENTIONAL STRAPPING IMUM 2 PLY " FULL HEIGHT RELDALTERNATIONSMADEPRIORTO ALTERNATE A ALTERNATE B ALTERNATE C TRUSSES. HOLD 0 HOLD DOWN EACH END MINIMUM STUD ROD BEING APPROVED BY LOU PONTIGO� 2 PLY ASSOCIATES MAY RESULT IN 3. US ALTERNATE O STUD AT 2ND STO TURN TITEN HD ADDITIONAL ENGINEERING OR A -,FUtLL H ANCHORS A UPPER TO LOM STUDS INSPECTION FEES. /,." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1Od 04"O.C. E & FOR FL66k STUDS PROVIC COUPLER TIGHT TO NAILER w/ (1) ROW 8d CHMENT � SW 8d®3/6: (1) s/a" OR (2) 1/2"0 FULL SW 8d®3/6: (2) CS16 STRAPS 2 CS16 STRA AGAINST PLATE FLOOR TRUS ATTia HEIGHT RE ED ROD EACH END _ END STUDS TO FOUNDATION AT BASE OF S DS » 2x4 SPF#2 CONTINUOUS TRUSS. O 3 O.C. FASTEN TO TOP LEDGER FASTENED C - TE ANCHORS 'SW 8dO3/6: HTT5 OR HDU5 (FLOOR TO FL ) SIMPSON T1TEN HD ROD COUP I=R PLATE w/ (2) ROWS 7/ia" OSB TRUSS WEBS WIEE » SCH D _ U ON DETAIL 2 S0.0 OF 8d 0 3 O.C. BLOCKING " / � RODS THD37634RC x6 2x4 SPF PANNEL FLOOR w/3 COMMON. - SOLE PLATE ANCHORS ( 4 ) EE SCHEDULE ON DETAIL 2/SO.1 LTT206 SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING �HEARI�VALL NOTES HTT5 TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 2" 1y PROVIDE ifs" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. . .P20VIDE 2x BLOCKING, AT ALL PANEL EDGES. (2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0.131x3" NAILS O 6" O.C. O.C. FASTENED To TO ,I , SHEARWALL. PLATE w/ 4-0.131x3,", 2 PROVIDE A MINIMU OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS J SW-2 COMMON. 5-16d NAILS SHEARWALL OR END POSTS FOR SW. (TYPICAL) EXTERIOR WALL i ALTERNATE D ALTERNATE E ALTERNATE F I FASTEN ALL INTER OR SW To ROOF OR FLOOR TRUSSES PER 6/SO.1 ALTERNATE FOR 1 RNATE FOR �■�i,� A FULL HEIGHT ROD " F!JL HEIGHT ROD ` pE�T1NG BELOW SHEARWALL PER DETAILS ON S0.1 s SHEARWALL ATTACHMENT AT ROOF Et FLOOR 7 TYPICAL S ARWALL ELEVATION } %g" FULL HEIGHT ROD ALTERNATE s FULL HEIGHT THREADED ROD s ATTACHMENT 50.1 PROVIDE SOLID BLOC G WITHIN,FLOOR SYSTEM AT SW END POSTS. S0.1 ALTERNATE r sa.1 I f 8d COMMON NAILS g 1 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" O.C.(TYP) i w' ROOF NAILS (TIMI) L2X4 SYP#2 OUTLOOKERS AND SPECFICAIMS SINGLE 2x4 BLOCKING. FASTEN a TRUSS ! 24 O.C. TRUSS BRACING 1.}ALL BRACING LUMBER SHOWN, EXEPT FOR T-BRACE SHALL BE 1x4 SYP#3 EACH EN w 3-.1 od ( H3 QR H2.5T HURRICANE CLIP ® EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS AT 16 O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW OUTLOOKER TO TRUSS. # ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER (UON) COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF B. I I THE WEB OF THE BRACED TRUSS, PER m I.I DELEGATED TRUSS ENGINEER. ROOF TRUSS ROOF TRUSS-/ 2X6 II ANGLE I I 3.)PERMANENT PERMANENT BRACING SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H3.,.w/ 10-8d COMMON BRACE BRACING APPLIED TO I'I WHERE NOTED ON TRUSS MFR. SHOP TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM',RAFTER TO LEDGER THESE STRAPS � � FRONT SIDE OF WEBS. I I DRAWINGS. THE CONTRACTOR SHALL AND LEDGER aTO ROOF MEMBER. 2X4 T-BRACE. ONLY I WALL SHEATHING UP PROVIDE 1x4 SYP#3 OR BETTER SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED T-BRACE FASTENED TO I I BOTTOM CHORD BRACING REQUIRED FOR BRACE I•I WHEN OVERFRAME '�� ,.� : GABLE END TRUSS. ° BLOCKING PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH' H3 ABOVE RAFTER LENGTH " LENGTHS > 8'-0*. ` : : wE6 w/ 12d ® s"o.c. I I CHORDS AND ATTACHED TO EACH PRODIDE MTS12 Q$ CS16 DIRECTLY LESS THAN 4-0 FASTEN w/10d COMMONS T-BRACE TO BE THE I°) TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL ROOF..MEMBER. O 6" ON-CENTER X4 #2 SYP BLOCK O EACH SAME SIZE SPECIES REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING BETWEEN OVE EMBER. NG RAFTER I ABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING SEE AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS AND ROOF MEMBER. ! ND W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I'I AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-i/4"�x6 SDS SCREWS APPROXIMATELY 45 776-1250 2x8 w 8-0.131x3" EE I I ( X) TO THE / 2346-3125 2x12 w/ 8-/4"0x6" SDS SCREWS '' I LOCATION. IF MORE THAN (1) LATERAL I•I ADJACENT EXTERIOR PERPENDICULAR 1251-1540 2x10 w/ 10-0.131x3" LOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE 1540-1850 2x12 w/ 12-0.131x3" v� LT W/ 2-H2.5T AS SHOWN. I•I WALL BETWEEN EACH LINE OF BRACING To FORM A ZIGZAG PATTERN ALL PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT I CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. `� I .131x3" TOE NAILS O 8"O.C. NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, �' I Obi BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT "t DBL TOP PLATE BOTTOM CHORD BRACING PROVIDE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE a DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. _ I BETWEEN THE WALL AND THE FIRST ' X-BRACE w/ Z-16d INTO BOTTOM COMMONS I LSTA12 O 48 O.C. Q$, DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ 10 LEDGER CONNECTION ` SDWC15600 O 36" O.C. OMIT IF MAXIMUM SPACING OF 20 FEET. wry, 11 "DECK LEDGER AT OVERFRAME RAFTERS 12 GABLE END BRACINGr13TYPICAL SHEATHING OVERLAPS GABLE 12 MIN PERMANENT TRUSS BRACING OTED S0 1 TRUSS TO LEDGER CONNECTION BY TRUSS TED S0.1 ;USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. S0.1 " FIDAMING ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 SCALE: 3/4 = 1 -0 DETAILS JACK STUD JACK STUD AT DOOR . AT DOOR ' PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, ` DO NOT SCALE DIMENSIONS FROM USE 2}2x4 SPF#2 SUPPORT. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE MIN. (2)2X4 PT SYP #2 ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN VIEW A"x3h» PLAN VIEW N L 20B 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, TAPCON RECESSED IN SLAB USE (3)2x4 SPF#2 SUPPORT. SCREW w/7¢" THREADED RATED WALL SHEATHING w/ 12" MIN' SIMPSON H2.ST ROD EPDXIED 4" 8d 0 6" O.C. EDGE & FIELD. SUPPORT POST BEAM(2)HTS20. 5-10d TO AT INTERIOR PLAN NAME TOP PLATE HAND RESIDENCE FACE OF WALL, CONIC. CONC. SOLE PLATE FOUNDATION WITH HATTACH SUPPORT �T4 ST TO SEE PLAN DESIGN/DRAWN/CHECKED ti. ANCHOR SLAB SLAB w/ 5/19"0x6" EMBED EPDXY ROD. U.O.N. 5-1 Od TO CS MK LAP SYP#2 PT SOLE PLATE STUD DATE ELEVATION VIEW ELEVATION VIEW BOX COLUMN 07.27.16 CONTROL NO. MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LSTA12 H2.ST 8738 LOWER PORTION OF BOX COLUMN BY BUILDER ALTERNATE ALTS TE TRUSS ID. OPTION A OPTION 8 IF PT MATERIAL IS NOT USED. ,I LPA NO. WHEN14 FRONT ENTRY )AMB FASTENING 15 BOX COLUMN DETAIL 1s WALL STRAPPING slcN-16-00546 1F�>t S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0.1 SHEET OFFICE COPY Soo] SHEET 2 01713 OVERLAP SIDEWALL H2.5T TOP & BOTTOM @ 32'> FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP TOP PLATE 0 C PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5T STRAPS ROOF .. FRAMING Lou Pontigo and GARAGE Associates, Inc. HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD SECOND STORY TOP PLATE ELEV. 420 Osceola Avenue HUC210-2 HANGER Jax. Beach, Florida 32250 HEADER AT PACK WITH 2—ROWS OF 16 TOP OF ROUGH RING SHANK NAILS @ 12" .C. a 1/ X10" LAG SCREW Ph.242-0908 Fax.241-9557 2 FL:CA#8344 SC:CA#3579 (2)20ga STRAPS OPENING HEADER TO JACK ATTACH GARAGE DOOR THR BEAM, SEE PLAN ` TOP PLATE 0 STUD (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO BEAM, SEE PLAN FULL HEIGHT STUD PACK, PER GARAGE DOOR H2.5T@ 32" ON CENTER POST TO TOP PLATE n """"'"" a a (2)2x6 JACK STUDS THREADED ROD SUPPLIER SIMPSON H2.5T HANGER, SEE PLAN w 2 A35 �a��,,�P. PO/V�' SEE PLAN I I TOP & BOT. OF ,,_---_,, ��J��♦••''`EN''•.j,�('a , a H ADER TO ACK STUD CRIPPLE STUD �t FULL HEIGHT 5/8" MSTA24 STRAP EACH @ 32" O.C. r No,8$3" SIDE OF HEADER (2)2x STUD CORNER THREADED ROD o EPDXIED 12 f _ -------- " -- f = 's ST E OF :Q a • �s 6 6 6 6 6 s � `i s;l r �!II �� I P.T. SOLE PLATE FULL HEIGHT GARAGE SOLE PLATE THREADED ROD FLOOR STUD TO LOWER FRAMING. ANCHOR SEE PLAN Y2"0 CARRIAGE g Luis A. Ponti o, PE CS16 STRAP = THRU BOLTS w w F L P E#53311 @ 32 ON CENTER / _ __ __ ry SOLE PLATE . . . aaa a � GARAGE WING WALL SECTION ANCHOR ° HEX NUTS & Q REVISIONS DATE THICKENED SLAB EDGE (2) CS16 I G STU WASH mm AT GARAGE OPENING. STRAP EACH END FRAMING (2)CS16 _ OF WALL SEGMENT STRAPS Y 4x4 PT CURVED 4 BRACE CUT OUT 4M. NOTES: OF 4X8 STOCK_ — 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR ELEV. - 6x6 POST WITHIN STUD WALL w/ GARAGE WING WALL ELEVATION „ �� -__ _- �I ABU66 @BASE 1/2 ' Ox7 LAG SCREWS. KO�RELDNJERATION @ 12 0•C. — ' CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODS WHICH MAY VARY WOOD BEAM FROM I HE INTENT OF THE RIGIINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONIGO 8 SULT IN 1 GARAGE HEADER FRAMING WHEN 2 CONVENTI NAL STRAPPING DETAIL 3 STRUCTURAL BRACKET ASSOCIATES ENGINEERING `ate 'EN ADDITIONAL ENGINEERING OR ��1 INSPECTION FEES. NOTED 0 2 NOTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: '/2"=1'-0" S aSTUD WALL, 5-10d J SEE` LAPD. TOENAILS s. ; 3/8" ROOF CONT. SHEATHING TO BOT. OF t OSB BLOCKING SHATHING ROOF SHEATHING, FLOOR TRUSS. NAIL TO EA. FLOOR _ PANEL BETWEEN elk TRUSS w/2—ROWS OF 8d COMMON TRUSSES. CURVED FASCIA CONSTRUCTED SEE SPECS w 2—LAYERS OF 3/" PLYWOOD. NAILS NAILS @ 4" O.C. / 4 FASTEN TO EACH RAFTER w/ TOP PLATE TOS ROOF—FRA�AING xz XZ :UILIFT CONNECTOR CS16, STRAPS @ 32" 0.C. I A; 3-10d H2.5A @ 32" ON—CENTER FASTEN TO RIBBON BOARD & BLOCKING w/` 2-8d NAILS.—\I 2x4 RAFTERS _ SECOND STORY I PRE—ENGINEERED W TOP PLATE ELEV. @ 12 O.C. NAI TO EACH I � ROOF TRUSS Lai CONT. 2x4 LED TRUSS w 2-1�zr�� COMMON I ' �� ' PONY WALL w/ CURVED TOP / PLATE CONSTRUCTED wLEDGER NAILS — 3 „ / ROOF 2 LAYERS OF /4 PLYWOOD CONSTRUCTED OUT OF 2x4 BLOCKING BOT, 2x4 BOTTOM PLATE, 2—LAYERS OF 3/4" OF FLOOR TRUSS SIMPSON iTS16 STUD WALL, PLYWOOD, FASTEN w/ ATTACH TO FLOOR ,TRU,SS @-.EACH rLOOR SEE PLAN. FASTEN TO EA. TRUSS w/ TRUSS 2—#8x4 WOOD SCREWS 5-10d w/2-12d TOENAILS @ EA. RAFTER H2.5A TOP & BOT. m OF CRIPPLE STUD STRAP @ 32" O.C. I CURVED OVERFRAMING SIDE OF HEADER -%� TRUSS OUTRIGGER SES 101 J �-2 f S0.2 I I STUD TO LOWER FRAMING: MSTA48 OR CS16 STRAP @ 48" ON—CENTER AMING 2 MSTA48 OR CS16 STRAPS •e GABLE OD TRUSS GIRDER MISC 2ND FLOOR ELEV. TRUSS FRAMING DETAILS 1 ST FLOOR TOP WALL PLATE ELEV. SHEATHING i DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS X. . r. yi` s UNCLEAR REFER TO THE •' i ARCHITECTURAL DRAWINGS OR I��'` CS16 CONTACT THE E.O.R. << „ 1 H2.5T PLAN NAME —m--O) 2x4 BLOCKING ® 48" O.C. HAND RESIDENCE KED i DESIGN/DRAWN/CHEC _ CS MK LAP THREADED ROD DATE SEE PLAN FOR SIZE 07.27.16 AND SPACING ! CONTROL NO. 8738 TRUSS ID. I - i LPA NO. i;. SIGN-16-00546 4 CONVENTIONAL STRAPPING OVER HEADER WHEN i6' BLOCKING,1, F NAIL ' � SHEET OFFICE CQPY S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN NOTED ' S0.2S002 SHEET 3 OF 13 } I r I A WAIN Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 �q11{NHHHIN� i FEN ��• �Ol�l�� a g N .5 r S E OF N L U I S -?Vf:r.p, I `, P E- F L FL PE#53311 REVISIONS DATE Y #ry f i I f FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU i PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL A35 CONSTRUCTION DOCUMENTS.ANY A35 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO$ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR t INSPECTION FEES. I (2)CS16 f CS16 LL I W M W m - BEAM THICKNESS FASTENERS CS16 (2)CS16 6" Y4"Ox3" SDS SCREWS (3) ROWS @ 6" O.C. A35 CS16 NOTES: � 1. STAGGER FASTENERS FROM EACH SIDE 2. PROVIDE CONSTRUCTION ADHESIVE BETWEEN PLIES OF OSB j 3. CONTRACTOR MAY USE CURVED GLULAM BEAMS MATCHING A35 THE DIMENSIONS SHOWN ON PLAN AS AN ALTERNATIVE TO BUILT UP OSB MEMBERS (2)A35 (2)CS16 0 ° 0 O FASTENERS P R HEDULE ROOF RAFTERS 0 0 O ° BELOW STAGGtR OM SEE PLAN ° EACH SIDE ° ° ° ° ° o MISC o ° 0 A 1 I o ° FRAMING 3 ° O ° D ETAI L5 IFin n I ° 0 0 0 ° 0 0 0 ° 0 ° ° _ 0 0 N ° ° 0 0 0 0 0 0 0 ° ° 0 0 0 0 0 0 0 2-M STA24 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR POST SEE A35 A35 CONTACT THE E.O.R. LAP SHEETS 48" PLAN I Al PLAN NAME HAND RESIDENCE BEAM CONSTRUCTED WN/DRAWN/CHECKED 8-LAYERS OF 3/4"x8'-0" CS MK LAP SHEETS OF OSB OR I DATE PLYWOOD TRIMMED TO 07.27.16 CONTROL NO. 1 CURVED BARGE BEAM MATCH SWOOP (SEE ARCH) �2FULL HEIGHT WALL ELEVATION 8738 S0.3 S0.3 TRUSS ID. LPA NO. SIGN-16-00546 iSHEET OFFICE COPY S0e3 9.. - i SHEET 4 OF 13 I i SYMBOLS LEGEND ----- DESIGNATES FOOTING UNE DESIGNATES SAWCUT UNE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS �I I I BEAM oR Lou Pontigo and ^10 �I I TRUSS. SEE PLAN Associates, Inc. s1.01 Q 1 420 Osceola Avenue Jax. Beach, Florida 32250 S1.01 Ph.242-0908 Fax.241-9557 -- FL:CA#8344 SO CA#3579 I I MONO FOOTING TO I 1 I - �� F04 STEMWALL w 2- 5x30" I S I �`''�'� P►. PO ��"'a�, 1.01 I �. �S .....NT/ ' 7 07 mm g I DOWELS EPDXIED 6 MIN. ENS /3\1 s1.o1 (TYP) I I I I I No.53311 N S100 L01 I - - - - - - - - - � I ' I I • i s �` f' w I • OI 1 'Z I I ,� o • MATCH r� M A C H I .•••R�,,,. _ _ _ - _ _ _ .I ME Mimi ME ME _ _ _ _ _ _ I I r-- - MONO FOOTING TO _ I `H%'1 �► i;;z:��``'� STEMWA - LINE I I I I LI E I LL w/ 2 #5x30" `` I Luis A. Pon i I tl;go, PE 7 1 DOWELS EPDXIED 6 MIN. s F L P E#S 3311 1 I �01I I I STAIRS BY S1.0151.01 IBUILDER TYP I ( I (TYP) 1 I I 1 1 REVISIONS DmomATE I I I S1.01 S1.01 STAIRS BY 10,_0" 0=jo » I - - - - - - - - - - - - - - - - - - - - - - - - - - --J I I I BUILDER (TYP) _ - I '1 L - - - - - - - - -- SIA I S1.01 ; .. . I I I I I _ I , I I I I I S1.01 I I I I FlELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO I 1 ( I MAKING ANY STRUCTURAL I I RAL FIELD SAWCUT SAWCUT L SAWCUT L I MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL I I I I CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO - U U U 7 BEING APPROVED BY LOU PONTIGO 8 4,► Q � � I ASSOCIATES MAY RESULT IN I I I cn V) U) S1�01 PROVIDE 2-#4x4'-O" I ADDITIONAL CEpGNN NG OR I I I I 1 1 7 I ( CORNER CRACK BARS I I S1.01 I I AT SLAB MID-DEPTH. (TYP I - - - - - - - - � IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 2#_3" - - - - - - - - - - - - - -� - - - - � - - - - - - - - - - - - - - - 11,_6» 2) NI 6 I t f 215 I S1.01 i� PROVIDE 2-#4x4'-0" 7 ( I ISOLATED FOOTING SEE CORNER CRACK BARS I I J S1.01 1 I f I AT SLAB MID-DEPTH. (TYP) 11/S1.01 (SIM) I I S1.01 SE AL - I �- - - - - - - - D EIS EPDXIED MI - - I Y 1 I I - I , MIMI k I I I 51.01 I o I 51.01 I I t �-- I Rj I I 14 7 5 0 13 -4 -2 15 -5 6'-g" 3'-0" 6'-6" i 1 I !I SOMEONE � I m 4 CONCRETE SLAB w 6 6 / S1.01 I FIBERMESH 0 1.5 LBS/CU.Y S1.01 S1.01 I 1 OF CONCRETE OR 6x6 wa.4x 1,4 m f RIER N PR PARED ADE. MONO FOOTING TO zA L F2.0 2. F .0 STEMW w - x I F2.0 W S EPDXIED 6" I I I I PROVIDE SAW CUTS PER ;� I I 5/S1.0 , BUILDER TO , � ,� I COORDINATE WITH FINISH" 7 2-#4x4 -0 I moo FLOOf MATERIAL. S1.01 CORN RACK BARS I I - - - - - - - - SL D-DEPTH. - - - - - - - - - - - - 1 I S1.01 { _ ` SAWCUT - - - - IL 3 - - - - - - - - - - -� FOUNDATION 1 PLAN - J s1.01 _j- - - - 1 S1.01 DO NOT SCALE DIMENSIONS FROM T p THESE DRAWINGS.IF A DIMENSION IS 1 AIR B Y UNCLEAR REFER TO THE ARCHITECTUR�THE WINGS D�R � UILDER (TYP) CONTAC .O.R. FOOTING SCHEDULE AND NOTES PLAN NAME---") HAND RESIDENCE TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED F2.0 2'-0" 2'-0" 1'-O" 3-#5 EA. WAY BOT. CS MK LAP F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. 07.27.16 F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. FOUNDATION CONTROL NO. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. PLAN E 8738 F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. SCALE: '/4" = 1'-0" TRUSS ID. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE - FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, LPA NO. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SIGN-16-00546 REFERENCE ONLY. SHEET 2. FTGS. & IFND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. i 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED � ��' �D�Y PROCTOR IN ACCORDANCE WITH ASTM D 1557. ' SHEET OF 13 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 SO CA#3579 P S1.01 v,.•�`GENSe%006% a� NO 31 '• 3 S1.01 0 o I L� N L 'V I ------------- g I S1.01 Lu is A. Pontigo, PE S1;:01 Koo F L P E#53311 SVNS DATE I I HP 3 -J - - SAWCUT -�- - - - - I L- S1.01 �--- V)I I 3 rRELD ALTERATION I PROVIDE 2— 4x4 —0 S1.01 CONTRACTOR SHALL uCORNE KBARS- PONTIIGa ASSOCIATES CONTACT LOU MAKING ANY STRUCTURAL FIELD A T SLAB M I -DEPTH. I MODIFICATIONS WHICH MAY VARY FROM THE INAL (TYP) ANY 4" CONCRETE SAB w/ CONSTRUCTION INTENT OF I I F I B E R M E S H 6 1.5 LBS/C U.YDI FIELD ALTERNATIONS MADE PRIOR TO I BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN 10B I OF CONCRETE OR 6x6 W1.4x"IV1. I ADDITIONAL ENGINEERING OR S1.01 I WWF ON 6 IL VAPOR BARRIERI INSPECTION FEES. IN PREPARED G ADE. SAWCUT 3 �01 PROVIDES W GtJTS;,-,,PFt, ( I /S1.01 UILDER TO ,r WITH FINISH FLOOR ATERIAL. I !4v ^5 I ' �01 3 � �x S1.01 W I M SAWCUT 10B I U I �-o Q MONO FOOTI TO 1 STEM WALL w/ 2— x30"I ( S1.01 ffp __T g DOWELS EPDXIED 6 MIN. 3 a = S1.01 �) I S1.01 I L _ — — — MATCH - MATCH _ _ �. 7,r-- SINE 1 7 LINE 1 1 -I �-oI STAIRS BY S1.01 S1:01BUILDER (TYP) I I I S1L .01 STAIRS BY - - - - - - - - - - - - - - - - -.- -- - - - - - - - - - - — - - - --� I GARAGE BUILDER (TYP) — 10 04f or $4WCUIFAwc FOUNDATION � 7B PLAN I S1.01 I I I I I � I I I i I — S1.01 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS I I I UNCLEAR REFER TO THE SA_WC_U T_L _ _ _ _ SAWCUT L _ _ _ _ SAWCUT L ARCHITECTURAL DRAWINGS OR - - - - - - CONTACT THE E.O.R. PLAN NAME FOOTING SCHEDULE AND NOTES HAND RESIDENCE t DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS GAFNJ GEMA FSU ATION PLAN. CS MK LAP F2.0 2'-0" 2'-0" 1'-0" 3—#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3—#5 EA. WAY BOT. ' SCALE: '/�" = V-0110 DATE 07.27.16 F3.0 3'-0" 3'-0" 1'-0" 3—#5 EA. WAY BOT. CONTROL NO. F3.5 S-6" 3'-6" 1'-0" 4—#5 EA. WAY BOT. 8738 F4.0 4'-0" 4'-0" 1'-0" 4—#5 EA. WAY BOT. TRUSS ID. F4.5 4'-6" 4'-6" 1'-0" 4—#5 EA. WAY BOT. I 1. THIS 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 SIGN` 16-00546 REFERENCE ONLY. SHEET 2. FTGS. do FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN, OF 95% MODIFIED OFFICE COPY SI *OG F7mm alik_ SHEET 6 OF � 3 PROCTOR IN ACCORDANCE WITH ASTM D 1557. f i 1 u I M TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER CONSTRUCTION SPECS. PER CONSTRUCTION SPECS. CONSTRUCTIQN SPtM. ,� I Lou Pontigo and 1#5 CONTINUOUS, PROVIDE Associates, Inc. CORNER BARS (TYPICAL) SLAB FOOTING AT PORCHES, 1 -#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL MONO CORNER BARS TYP. BLOCK w 1 5 CONTINUOUS 420 Osceola Avenue ( / # )ax. Beach, Florida 32250 WHEN SPECIFIED ON PLAN. � . 1 11 SEE ARCH PLAN Ph.242-0908 Fax.241-9557 SLAB ON GRADE, SLAB ON FL:CA#8344 SC:CA#3579 4 i SEE PLAN. . 52 , GRADE, A. SEE PLAN. i r N ry GRADE OR CONC. /�/ AT WALLS GREATER THEN a . ,/' ,/ / � \/ •.••••CNfR*•.,� 00 SLAB, SEE PLAN. \ / 4'-0" HIGH NOTIFY E.O.R. / \ \ \ 00 FOR TEMPORARY BRACING 8" CMU STEM WALL W �,g 11 \j\V� co, LAYOUT PLAN. / / / \ OP S TO DRAIN SEE ARCH SLAB ON 4 4 VERTICAL DOWELS ® 24 O.C. - : *' M SHOWER PAN SL _ a d �� -- # � ` \� / GRADE ° 90 BEND INTO FTG. F STEMWALL REINFORCEMENT \\ d �/ \ PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. _ e \� SEE PLAN \r� � ;r N STAT � � CMU00 :2— - X \ REINFORCING . #4 DOWEL TO MATCH \ d a ° . \ 6 I`.;i; . w Off••. RI COURSES . \ REINFORCING. I� \ o QFssnJ �► :• WALL E /' w rh, •�Hi ,•• ► 1 TO 6 4 VE R T. ® 48 0.C. ,Jto oil iipr►r„n"iiir►ati , .► ONT. CONCRETE FOOTING \\ . 7 TO 10 #4 VERT. ® 24 O.C. / -:� � �d ' ° a.. STEMWALL, SEE �1/ 1.0 � •. �° ° 4 �! a CONTINUOUS CONCRETE \ FOOTING Luis A. Pontigo, PE 11 TO 12 #4 VERT. C� 8"O.C• " -STORY w/(2)#4 CONT. 8 x16 1 \ d 3" CLEAR ' \� TYP F L P E#5331 l STEMWALLS OVER 6 COURSES TO 10"x20" 2-STORY, w/(3)#4 OR (2)#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT 10 x20" �_ REINF. BETWEEN EVERY OTHER " REVISIONS DATE COURSE. FILL CELLS SOLID. w/ 2-#5 CONT. 1 STEM WALL EDGE AND .FOOTING r2 FOO TINW/ SHOWER RESESS 3 GARAGE STEM WALL S1.01 (SIM. AT PORCH EDGES w/o WALL S1.01 (IF REQUIRED S1.01 (IF REQUIRED) ) FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN STEP, SEE � ADDITIONAL ENGINEERING OR INSPECTION FEES. ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. • 7B SLAB RECESS #3 BENT BARS Q -�. 18" O.C. w/ 2,_011 TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS AND ANCHORAGE PER {WHEN STEP IS GREATER ACCEPTABLE WITHOUT CONSTRUCTION SPECS. 0 THAN 20 ) WALL FRAMING INCREASE OF FOOTING WALL FRAMING SIZE. 24" MAX STEP SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, , - ° GRADE, /SEE - 2—#5 CONT. ® i -= ELASTOMERIC SEALANT PLAN STEP, SEE ARCH. PLAN. �• . SEE PLAN. Jw� -�= - SLAB ON e ° ° �, a a SLAB ON SEE GRADE, Ali GRADE, -d 00 00 ° SEEP • e � -NOTES: a F 1 PROVIDE SAWCUT TO CREATE ° ° •p . ve • / \ APPROXIMATE .16 X 16 'MAX. SQ. /\ a \/ CONC. LAB WITHIN 4 TO " / / /. . „\ x16 THICKENED 2) SAWCUT \ w 2- 5 CONT. 12 HOURS OF NC. PLACEMENT. OPTIONAL " " 3 / # s x1s 1-STORY, w/(2)#g CONT. - 2 FLAIR " " " 1STORY, w/(2)#5 CONT. s X20 2_STORY, w/(2)#5 x16 CONT. 8%20" 2-STORY, w/(2)#5 CONT. 8 x16 w/(2)#5 CONT. m FOOTING AT STEP-DOWN TALL MONO. FOOTING AT STEP DOWN 5SAW C T DETAIL 6 EARING AT INTERIOR 7 MONO. k �_O m �-o SCALE: 3/4" = 1'-0" S1.01 S1.01 \�-N TYPICAL WALL FRAMING AND ANCHORA' PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING CORNER BARS (TYPICAL) MATCH DOOR 3/4" TYPICAL WALL FRAMING AND ANCHORAGE PER 12" HOOK INTO SLAB. AND ANCHORAGE PER FOR MONO—FOOTING CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS CONSTRUCTION SPECS, NOTES, SEE TYPICAL p.1174 SLAB ON MONOLITHIC EDGE FOOTING Y2 EXPANSION JOINT 4. GRADE, SEE PLAN. DETAIL 8/S1.01 SLAB ON SLOPE IF REQ D GRADE, PAVING SLAB ON : SLAB ON SLAB ON ° BY BUILDER N ►� GRADE, A h- °. a° x x X— SEE PLAN 12 x12 1#5 CONT. C, FOUNDATION Z i -=- - �a GRADE, GRADE, / ]DETAIL 10B SEE PLAN. f � . SEE PLAN. SEE PLAN �/� DETAILS X ? ° 4 MATERIAL SLAB ON wQ oo ALT. FOOTING AT LLI 0 1 / / \\ ,•�\\\ ° �:. GRADE, �,/\ �• • �. �/ . Z11 a \\/ /��\ �\ SEE PLAN. BUILDERS DISCRETION. VU \ / FLOATING \ \ \\ / 44 BRICK VENEER, d' �'' Qa j ALT. FOOTING AT PORCH SLAB \j \ \�''\\ c . DO NOT SCALE DIMENSIONS FROM a THESE DRAWINGS.IF A DIMENSION 6 a UNCLEAR REFER TO THE SEE ARCH. -- N -'� \\-''' BUILDERS DISCRETION. \ . SEE 1/S1.O1 FOR 1� �� %� /� I \ / \ \ ,Q TYPICAL NOTES. " ►► • v • v ° ARCHCONTACT DRAWINGS E EpIR S OR a a ° THICKENED EDGE 8x8 4 ° , 3 @ 48 O.C. OR \ _ T. DETAIL 10A „ 3-#4 HOOKED i REINFORCING, \` ROD CHAIRS TYP. • ! \\ w/ 1 #5 CON 4 _ ° ( ) 24 _ VERTICALS 8" O.C. r��:�� SEE SCHEDULE. PLAN NAME ��) l HAND RESIDENCE \\ • ° 12 1—STORY, w/(2)#4 CONT. : 8�► DESIGN/DRAWN/CHECKED 16 2—STORY, w/(2)#5 CONT. ISOLATED FOOTING cs MK LAP YI SEE PLAN 6" 6"x8" EXTENSION FOR BRICK DATE LEDGE ADD 1-#5 CONT. 10 THICKENED SLAB ISOLATED FOOTING °'.27.16 BRICK LEDGE DETAIL 11 9 STEMWALL FOOTING W/ FLOATING PORCH S B CONTROL NO. 8 MONOLITHIC EDGE FOOTING , s1.o1 S1.01 8738 » S1.01 SCALE: 3/4�► = 1 -(� �' _ _ i TRuss ID. �01 SCALE: 3/4" = 1'-0" LPA NO. SIGN-16-00546 SHEET OFFICE COPY S1001 _ SHEET 7 OF 13 SYMBOLS LEGEND J DESIGNATES SHEARWALL THE HIDDEN w I ------- LINE DESIGNATES SIDE OF WALL THE O 00 SW NAILING:_117SHEARWALL SHEATHING TO BE APPLIED. 8d03'/6 LE ' 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE SW NAILING: FIELD" 1 � 8d®3"/6.. DESIGNATES THE HEADER SIZE, NUMBER ell% 10 (2)2x8-1/2 OF PLY'S, & JACK/KING STUDS NEEDED 04 TO SUPPORT HEADER. ((2)2x6-=1/3 Lou Pontigo and M Associates, Inc. A s DESIGNATES INTERIOR :..,.. LOAD BEARING WALL. 420 Osceola Avenue HUC210-2 HANGER \ P \ -- BEAM OR TRUSS, SEE PLAN )ax. Beach, Florida 32250 SEE DETAIL I 2)I TERMEDIATE I Ph.242-0908 Fax.241-9557 SHEATHING CONT. 0 X 1/SO.2 SW NAILING: WALL ABOVE STRUCTURAL BRACKET JACK STUDS. N ANCHOR LEGEND FL:CA#8344 SO CA#3579 8d93"/6" BENEATH BEAM, SEE N 3/S0.1 FOR B AM 3/S0.2 (2)2x6 SPF#2 (2)2xfi SPF#2 3�" A307 DIAMETER FULL HEIGHT I (2)2x8-1/ POST. � THREADED ROD. SEE DETAIL 8/S0.0 0 N. (TYPICAL) TRUSS ABOVE POST. \s F• • ---------------------- z o - •••r•..•*� •a •,•�GENSF••.O � �� " A307 DIAMETER FULL HEIGHT v.•, � •�•• MATCH ,. MATCH .. . _ J THREADED ROD, SEE DETAIL 8/SO.0 s 1 Z g " A307 = No.53311 X6 SYP#2 I DIAMETER THREADED ROD - • H U C2 0 2 OST vy/ 'a TERMINATES AT FIRST FLOOR TOP LINE .IES, }; , HANGER N BU66 i LO / t ' T OF PLATE, SEE DETAIL 8 S0.0 ce I • I .�, ! N STRAP EADER EA. • 15 C11 " A307 DIAMETER THREADED ROD �iA� ••.• ,QP'••'�� y 05TERMINATES AT FIRST FLOOR TOP 0,�. .OR oo N END / MSTA24 PLATE. SEE DETAIL 8/SO.o �'4,y F *406160000� 6x6 P.T. SYP#2 POST N N N \ 'ti•,,, .., i, ` W/ABU66. SEE DETAIL I N I I i FASTEN TOP OF WA L I SIMPSON HTTS w/ a/a"qb THREADED LUS210-2 I �. r 00 ROD EPDXIED 8" - _ R Luis A. Pontigo, PE 2 S0.1. (TYPICAL) LUS210 2 I PER DETAIL 6 S0.1 N 2 11.88 VL 211.88" LVL _` (2)11.88 LVL N WALL STUD SCHEDULE FL P E#5 3 31 1 - - - - - - 5 PLATE STUD SIZE - - - - _� � �- - i �- - - - - LOCATION HEIGHT & SPACING SEE 3/S0.1 FOR BEAM - - - - - _____ ____ CONN. (TYPICAL) � � �IIONS DATE EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. Z 6x6 P.T. SYP#2 POST CONN. (TYPICAL) SW NAILING: Sys \_ MAX NAILING: -C M 00 SEE DETAIL - N 8d®3" 6" " " EXTERIOR 10'-1 2x6 sPF#2 O 1fip O.C.N / 8d�3 /6 00 MAX 2x4 SPF#2 O 12 O.C. z ® \-W/ABU66. 2/S0.1. (TYPICAL) x 10'-1 To " 3 N I ^ EXTERIOR 14•-O" 2x6 SPF#2 O 16 O.C. 00 N N 0 v N X STRAP HEADER EA. INTERIOR 100-014 2x4 SPF#2 O 16" O.C. NMAX N END w/ M STA24 M INTERIOR 12'-0" 2xs SPF#2 O 16" D.C. g 5 v F I . MAX 2x4 SPF#2 O 12" O.C. x S711D NA7E� \ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION �- `- SW NAILING: ` SW NAILING: z 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU 0x0 00 8d03" 6" „ " J \ CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO a ASSOCIATES PRIOR TO N cv / 8d®3 /6 Q i� ( ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD z ® 2x6 SPF#2 ( MODIFICATIONS WHICH MAY VARY I ) FROM THE INTENT OF THE ORIGINAL N N � POST. YELLOW PINE OTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN CONSTRUCTION DOCUMENTS.ANY (3}14" LVL-2/2C(3)1�; LVL-3 2 a0TRUSS ABOVE ! RNATIONS MADE PRIOR TO (j (3`14 LVL--2/2 _ _ - _ _ _ 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO& _ _ - ASSOCIATES MAY RESULT IN mid 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDITIONAL ENGINEERING OR � � (3)2x6 SPF#2 2 2 6 SPF#2 STRAP EADER TO \-(2)2x6, STRAP HEADER TO � To CONCRETE POST. POST. PF 2 x6 SPF � (3)2x6 SPF#2 \ ETE SLAB w/16d MASONRY CUT NAILS O ls~ O.C.JACKS EA. END \ MINIMUM. SEE 2/SO.o FOR ADDITIONAL ANCHORS AT JACKS A. ENDPOST. PO T.Y. POST. I SHEARWALLS ® � W/ (2) STA24 w/ (2}MSTA24 I SW NAILING: = I 0 cwx 8d®3 x W `X PACK S 5 JACKS EA. - GENERAL NOTES N U_ = N HEIGHTSTUDS). N I w/ (2)MST 4 v I 1.SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. � J .� WALL STUD SCHEDULE THIS SHEET FOR STUD j HEADER T T D / i � I SIZES AND SPACING. AT GIRDERS AND BEAMS, CO N � H U C26 A G R I ! PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER ^ I � PLIES. J 2. SEE SHEET SO.0 FOR ROOF AND FLOOR I' - I SHEATHING SPECIFICATIONS. _ c. x SW NAILING: J 113. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE \ 8d�3" 6" ¢ I I ..LL. I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES I / Z ASTEN TOP OF WALL I - TOGETHER PER DETAIL 6/SO.0 I N �- X ;r�R•.r; - `- ER DETAIL 6/S�Q.!., , N "; 4. INSTALL SOLE PLATE ANCHORS PER DETAIL . ... e % 2/S0.0 .-. o V J N � 100 i0 6. AT SHEARWALLS PROVIDE DIAPHRAGM I J •- ATTACHMENT PER DETAIL 6/SO.1 I I 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT w I 5 I FASTEN TOP OF WALL 3 cx TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 PER DETAIL 6 S0.1. N N 9. AT PORCHES, SEE DETAIL 2 SO.1 FOR FRAMING I / X X �p AND HOLD DOWNS / SPF#2 SPF#2 (2)2x6 SPF#2 N (2)2x6 SPF#2 _ .. 1. ".. 1. POST. N POST. I I z (2)14 LVL - TRUSS ABOVE' BOVE z ; f z0 .. (>1 ao PROVIDE MIN. I J m (2)INTERMEDIATE PROVIDE MIN. JACK STUDS. Z \ (2)INTERMEDIATE 100 PROVIDE MIN. JACK STUDS. 2 2x6 SPF#2 2 2x6 SPF#2 (3 S #2 (3 F#2 (2)INTERMEDIATE 5 O # ( ) OST. pp I JACK STUDS. UC14 r I ST. POST. i \ 2 2of .C. PROVIDE MIN. EI H LL. C(3)2x10-2/2) (3)INTERMEDIATE SW NAILING: (3)2x8-2/3 N UNG: SW NAILING: JACK STUDS. 8d ~/6" adW /6" (3)2x10-2/2 8d®3"/6" - n. .. SW NAILING: 8d®3"/6" HX �(3)2x'12-1/3 ..., 6 C(3)2x10-1/4 SEE 3/S0.1 FOR BEA CONN. (TYPICAL) „ (2)2x8 SPF#2 ® 12 O.C.- - - - - - - - - - FULL HEIGHT WALL. 1ST FLOOR 6x6 . . - FRAMING 2/S0.1. (TYPICAL) 2 PLAN ..X Y DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ��) FIRST LEVEL WALL FRA ING PLAN _ HAND RESIDENCE DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-O" CS MK LAP DATE 07.27.16 CONTROL NO. t 8738 i TRUSS ID. LPA NO. + SIGN-16-00546 S.H E ET 7m I OFFICE COPY I _ SHEET 8 OF � 3 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW NAIUNG: SHEARWALL SHEATHING TO BE APPLIED. 8030/6' 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S, & JACK/KING STUDS NEEDED Elm TO SUPPORT HEADER. Lou Pontigo and Associates, Inc. DESIGNATES INTERIOR LOAD BEARING WALL 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 SW N AILING: A307 DIAMETER FULL X THREADED ROD. DETAIL GHT 8d 3"/6„ ��nuiknti ��,�,.�P. PON�,� . X5 " A307 DIAMETER FULL HEIGHT '10 J`•••`G�NS •'•CO 2 2 6-1 1 THREADED ROD, SEE DETAIL 8/S0.0 `/•• V ; ( ) / • S " A307 DIAMETER THREADED ROD �• N .53311 • TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 8/SO.0 = r M° _. OF SEE DETAIL , (95 I A307 DIAMETER THREADED R00 O •`OR1O • „ ! E; ;: ''''�' ` ' �'� ;1; TERMINATES AT FIRST FLOOR TOP �'yl.Q� • P•'• PLATE, SEE DETAIL 8/SO.0 •••..,.•••' 1/S0.2 SS ��ao c STRAP HEADER SIMPSON HTT5 w/ %*0 THREADED 1 PER 4/SO. A& Roo EPDXIED 8" Luis A. Pontigo, PE WALL STUD SCHEDULE FL P•E#5 3 311 X N PLATE STUD SIZE M I v LOCATION HEIGHT & SPACING REVISION DATE EXTERIOR 9'-1" 20 SPF#2 O 16" O.C. ¢ MAX SEE DETAIL EXTERIOR 10'-1 2x6 SPF#2 O 16" D.C. 2c 1/SO.2• (SIM) 10'-1 TO 2x4 SPF#2 O 12" O.C. I- EXTERIOR 14'-0" 2x6 SPF#2 O 16 O.C. I I INTERIOR 1 M'AX" 2x4 SPF#2 O 16" O.C. 12'-0" 2x6 SPF#2 O 16" O.C. INTERIOR Q[ I MAX 2x4 SPF#2 O 12" O.C. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO a ASSOCIATES PRIOR TO ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL N N YELLOW PINE CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO s} X ASSOCIATES MAY RESULT IN INSPECTION FEES. N ADDITIONAL ENGINEERING OR � N 5.} FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS M TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. 1 u MINIMUM. SEE 2/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS _ _5 - GENERAL NOTES SEE DETAIL 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. 1/S0.2. (SIM) I 5 I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD I r, -- SIZES AND SPACING. AT GIRDERS AND BEAMS, I I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 5 ( 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. j 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES BEAMS, HEADER, AND STUDS FASTEN PLIES TOGETHER PER DETAIL 6/S0.0 ) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/SO.0 r 6. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 6/SO.1 N � c� 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT w I TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 M \ 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING W 0 AND HOLD DOWNS 00 (V 'IN K; - i / 00r i I X r r\ i N u HUC210-2 HANGER F SEE DETAIL SHEATHING 'C T. TO STRUCTURAL BRACKET ` 1 S0.2 SW NAILING: WALL ABOVE L'04 / �3„ ,� BENEATH BEAM, SEE 8d /6 3/S0.2 -� 3/S0.1 F BEAM (2)2x8 / - N• (TYPIC ----------- --- -- 0�Ao_1 X "1", 41 MATCH ATCHjjr _ _ _ _ _ _ i _ _ � _ _ _ _ HUC2 0 2 LINE _ LINE HA G R 1 N N C11 CIS N CI 00 foo X 6x6 P.T. SYP#2 POST (xl04 ol r W ABU66. SEE DETAIL `1' - 1 / LUS210-2 LUS210 2 , GARAGE 2/S0.1. (TYPICAL) - R 2 11. LVL (2)11.88" LVL (2)11.88" LVL 5 1sT FLOOR SEE 3/S0.1 FOR BEAM FRAMING CONN. (TYPICAL) Z j 6x6 P.T. SYP 2 POST CONN. (TYPICAL) SH # PLAN Q M � OD �'� - ' W/ABUfifi. SEE DETAIL � f Z 4 2/S0.1. (TYPICAL) N Go N U) v 6 � DO NOT SCALE DIMENSIONS FROM t N THESE DRAWINGS.IF A DIMENSION IS r-� UNCLEAR REFER TO THE N ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME { I HAND RESIDENCE DESIGN/DRAWN/CHECKED CS MK LAP DATE RST LEVEL WALL. FRA G PLAN 07.27.16 CONTROL NO. S ALE: 1/4* = 1'-0" 8738 TRUSS ID. I - LPA NO. r SIGN-16-00546 SHEET OFFICE COPYSle]G SHEET 9 of 13 I • SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. B49 fBAMING PLAN.NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 12 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. SO.1 4. FOR TRUSS UPLIFTS SPECIFICATIONS LBS.,S E SHEET 5= L O u P O n t i g o a n d ,. I SHEATH CONT. 3. FOR Associates, Inc. THRU LOW ROOF MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT TO 1ST LEVEL w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, 420 Osceola Avenue 5 TRUSS / ROOFRAFTER NOTES: STRAPPING NOTES BOTTOM PLATE PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. [leach, Florida 32250 S0.0 I L_ I FROM EACH OTHER. Ph.242-0908 Fax.241-9557 1. STRAP TRUS ES AND ROOF RAFTERS TO BEARING FL:CA#8344 SC:CA#3579 WITH 2-12d TOENAILS & 2-SIMPSON H2.5T UPLIFT 5 1 / 1 / 1 5 SHEATH CONT. STRAP UNLESS OTHERWISE NOTED S0•0 / II Ix so.0 THRU LOW ROOF TO 1 ST LEVEL 1 / 1 %C 1 '00 20 BOTTOM PLATE PORCH SHEATHING AT (2)HTS16 I % I % 1 c�P.�.p�/V V%.C BOTTOM CHORD OF ��.,•GENS�c•••.0 a - ----F- 4 - --------- --------- TRUSS SEE 2/S0.1 � ,• �,� ... �- r N N No. : S N M ATCH MATCH _- (2)HTS16 M _ 3 , , ' g , 2x$ SY 2 LEDGER INSTALLED OVER 6 CEILING STEP ;IN 11 S OF LINE ONIVE it!+ F SHEATH NG. FASTEN w 7-10d @ 24 .46, .• O.C. MAX (INTO TRUSS VERTICALS) So.1 F38 LL2 2 SO.1 S0.1 2 � Luis A. Pontigo, PE TOP OF AM 9 -9 3 6 So.1 a F13 = F L P E#53311 REVIS�NS DATE PORCH SHEATHING AT �0 BOTTOM CHORD OFJ 2 U 00 TRUSS SEE 2/S0.1 oloi N 2x8 SYP#2 LEDGER. FASTEN 1 w/ 7-10d@ 16" O.C. 50.1 F12VzA 1 SHEATH CONT. 50.1 FIELD ALTERATION til-ILA TH CONT. CONTRACTOR SHALL CONTACT LOU THRU LOW ROOF ` THRU LOW ROOF PONTIGO&'ASSOCIATESPRIOR TO 5 MAKING ANY STRUCTURAL FIELD TO 1ST LEVEL TO 1ST LEVEL MODIFICATIONS WHICH MAY VARY BOTTOM PLATE 50'2 BOTTOM PLATE FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 01 FIELD ALTERNATIONS MADE PRIOR TO 01 BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. F28NNN F11, r1OP H0 B RIN Q 2x10 SYP#2 LEDGER. S HA426 ANG00 E 1 „ » - OSB BLOCKI G PER FASTEN w/ (4} /4 �x4 LF17J L J = LAG SCREWS @ 12" O.C. S BLOCKING PER DETAIL 6E/S 1 C� 1 1 1 1 1 1 A422 HANGERS LIJ -T- ETAIL 6E/S0.1 = FASTEN LANDING FLR J DECK TO LEDGER w/ U_ 10d @ 3 O.C. I 6' CEI I G EP •. }. 000 OSB BLOCKING PER I DETAIL 6E/S0.1 1 11 " - I N f 1 LL_ 1`7 O N co O I� C,4N N N N N LN Li l.L. LL 1 6" CEILING STEP W S0.1 po oo, 4„ 4,� o 0 A422 ANGER L J L 3J L J L L J o =T == F] -if -1 1 r 1 �. o HA42 ;HANG S B RIN o F16 4 m o o U BRACE TOP OF WALL do 0 PER 1/S0.1, (SIM) d- N PEN TO BEL oo Ii F L I H LL. V/1 1 , SO.1 Liio SO.1 i G 17 in 1 FULL HEIGHT WALL. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES SO.1 s TRUSS 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING �' ° ° - - - -� - _ - ° HANGERS ON JOB ARE AS FOLLOWS I WITH 2-12d TOENAILS & 2-SIMPSON H2.5T UPLIFT PO CH SHEATHING AT PLACEMENT STRAP UNLESS OTHERWISE NOTED ! UNLESS LESS NOTED OTHERWISE I BO TOM CHORD OF PLAN SS SEE 2/SO.1 2 2x12 SYP 2 LEDGER. FASTEN S0.3 APPLICATION PART # APPROVAL # w/ 7-10d COMMONS @ 16 E Q.C. 2 x 8 SYP#2 ROOF DO NOT SCALE DIMENSIONS FROM RAFTERS @ 24" O.C. FLOOR TRUSS TH A422 FL10447.22 THESEU�L�RREIFA DIMENSION IS THE �_3 FLOOR TRUSS T H A C 4 2 2 F L 10447. 22 ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CURVED BEAM SEE 1/ 0.3 CURVED LEDGER OUT OF FLOOR TRUSS TH 0426 FL11468. 7 PLAN NAME 2-LAYER OF 3/4" PLYWOOD. HAND RESIDENCE FASTEN TO RAFTERS w/ DESIGN/DRAWN/CHECKED 4-1/4x6" SDS SCREWS. CS MK LAP s DATE FLQOR TRUSSPLAQEMENTALAN 0'.2'.16 CONTROL NO. SCALE 1 1, „ r 8738 / _ -;( :f { TRUSS ID. NOTE - +'1. FASTEN ROOF TRUSS TO TOP PLATE ;w/ 2-12d TO NAILS AND LPA N°. ' �UPLI T CONNECTOR, SEE PL4N SIGN-16-00546 x SHEET i OFFICE COPY 4 S102 SHEET 1OOF 13 SYMBOLS LEGEND H2,5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. 3. FO2GENECONNECTOR. R R DESIGN SPECIFICATIONS SEE SHEET M& $ Lou Ponti o 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 V/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE )ax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 I FL:CA#8344 SO CA#3579 � I •'��.��'ENS�'''•.Q _.., 12 .., No.53311 s ' S A � 5'I R 48 i�'=. 00 ?y O •• / O •• � N 19 oe Luis A. Pontigo, PE '1I 1l F L P E#53311 5 it /l REVISIONS DATE S0.0 11 I 11 11 I 1 1 I 1 1 1 1 I 1 5 1 / 1 SO.0 (2)H TS16 FASTEN RIDGE TO (2)HTS16 TRUSS w/ A35-\ FIELD ALTERATION 2x_ BLOCKING CONTRACTOR SHALL CONTACT LOU 0 48" O.C. 2x6 OVERFRAME RAFTERS 2x_ BLOCKI �, PON IGO 8 ASSOCIATES PRIOR TO _ MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY @ 24" O.C. / OVERFRAME @ 48" 0.C. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY Y LEDGE SEE 11/S0.1. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. B50 SIMK,6 S0.2 6 � �-2 SIM FASTEN RIDGE TO qA TRUSS w/ A35 U O 2x6 OVERFRAME RA TERS (2)HTS16 @ 24" 0.C. w/ OVERFRAME 4(2)HTS16 LEDGER SEE 11/SO.' . L _ ~ 4 I W �-o M 11I t W it B49 I t m I 5 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TR SES AND ROOF RAFTERS TO BEARING J� `k WITH 2-12 TOENAILS & 2—SIMPSON H2.5T UPLIFT SHEATH CONT. STRAP N SS OTHERWISE NOTED So.0 c THRU LOW -ROOF, '- . — -- TO 1ST LEVEV".. 1 BOTTOM PIAS' PORCH SHEATHING AT 2 HTS16 j j O BOTTOM CHORD OF - -- — ------ -- ------- TRUSS SEE 2/S0.1 -.0a MATCH MAT_ H ,2 t 2x8 SYP#2 LEDGER INSTALLED OVER ~ LINE LIN SHEATHING. FASTEN w/ 7-10d @ 24" 2 42�\ -'' IO.C. MAX (INTO TRUSS VERTICALS) so.1 F GARAGE : /K 2 2 TRUSS S0.1 ,I� , 2 � TOP OF AM 9'-9 3 16 S0•1 = F1 PLACEMENT PORCH SHEATHING AT Zzz BOTTOM CHORD OF 2 U r DO NOT SCALE DIMENSIONS FROM TRUSS SEE 2/S0.1/ THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE f ARCHITECTURAL DRAWINGS OR _ N ; CONTACT THE E.O.R. 2x8 SYP#2 LEDGER. FASTEN I PLAN NAME HAND RESIDENCE N DESIGN/DRAWN/CHECKED FLOOR TRUSS PLACEMENTI; CS MK LAP SCALE: 1/4 DATE ' t 07.27.16 OTE,; , CONTROL NO. . FASTEN ROOF TRUSS TO TGPl PLATE w/ 2-12d TOEIIAI AND 8738 UPLIFT CONNECTOR, SEE PLAN; } TRUSS ID. LPA NO. SIGN-16-00546 SHEET r F7mMml '�K- I OFFICE COPYSI *2G SHEET 11 of 13 SYMBOLS LEGEND _ _ _ DESIGNATES SHEARWALL THE HIDDEN -- UNE DESIGNATES SIDE OF WALL THE SW NAILING: SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS O ' 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS, & JACK/KING STUDS NEEDED { TO SUPPORT HEA Lou Pontigo and Associates, Inc. 177771 DESIGNATES INTERIOR LOAD BEARING WALL. 420 Osceola Avenue Jax. Beach, Florida 32250 t��.:, ---- BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 f SHEATH UPP R ALL XV A307 DIAMETER FULL HEIGHT THRU LOW O TO THREADED ROD. SEE DETAIL 8/S0.0 GIRD. E OW STRAP WALLTO TRUSS POIVj , BELOW PER DETAIL 2/S0.2. 9 A307 DIAMETER FULL HEIGHT ,`��0 ��••.• ENS •.'vOyG� a X5 THREADED ROD, SEE DETAIL 8/S0.0 J�. �G �' .� SHEAT WALL SW NAILING: „ „ " • Sd® /� A307 DIAMETER THREADED ROD = 3 +� THRU W ROOF TERMINATES AT FIRST FLOOR TOP C9 PLATE, SEE DETAIL 8/S0.0 � " 7m TO WALL ELOW (2)2x6-1/ 2)2x6-1/1 " * E OF � _ d ------ ------- _ A307 DIAMETER THREADED ROD = .0 . . [,_ STF -------- ---- --------- - - -- !i tif�3„ ,. {:.I i s -- �- - ty _, • �V it #, TERMINATES AT FIRST FLOOR TOP 's Q. •' �4 j. I, „k. a� a PLATE SEE DETAIL 8/S0.0 •,�. (�� ORIV•'°�� N f _ \_ SO.0 SIMPSON HTT5 w/ /a THREADED SO.0 I - - r � I I I � Luis A. Pontigo, P E ROD EPDXIED 8" k ;c N 16 (� N N WALL STUD SCHEDULE FL P.#5 3 311 I .� (2)CS .-� X x .� w (n PLATE STUD SIZE N L04 N NBASE OF N �, OLOCATIONSTUDS HEIGHT & SPACING REVISIONS DATE EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. \ ~ -j MAX \ J < 10'-1 2x6 SPF#2 O 16" O.C. QC EXTERIOR MAX 2x4 SPF#2 O 12" O.C. \ EXTERIOR 10'-1"TO 2x6 SPF#2 O 16" O.C. to c� X p� ❑ ❑ ❑ ❑ Q b I a_ 110'0" X to Q Ld INTERIOR MAX 2x4 SPF#2 O 16" O.C. 04 x 0- Of � ^ 1�- INTERIOR 12'-0" 2x6 SPF#2 O 16» O.C. g I Q LdLd N N O MAX 2x4 SPF#2 O 12 O.C. I J , 1 F- I (n I a Li-1 m 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERAT�N O J LLJ 1 CONTRACTOR MAY INCRMINIMUM STUD SIZE EASE STUD SPACING SIZE�TO MEET CONTRACTOR a ASSOCIATES PRIOR TO I SHEATH WALL SHEATH WALL °D 1 ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD I THRU LOW ROOF THRU LOW ROOF I MODIFICATIONS WHICH MAY VARY I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL STRAP WALL TO TRUSSI- I CONSTRUCTION DOCUMENTS.ANY I TO WAL BELOW TO WALL BELOW I YELLOW PINE FIELD ALTERNATIONS MADE PRIOR TO 5 I BELOW PER DETAIL 4/S0. -, I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO 8 I STRAP WALL TO TRU3S STRAP WALL TO TRU S I ASSOCIATES MAY RESULT IN I (p ADDITIONAL ENGINEERING OR X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS INSPECTION FEES. N TO CONCRETE SLAB W/16d MASONRY CUT NAILS O 16" O.C. I BELOW PER DETAIL 4/S0.2 (SIM). (2}2x6-1/1 (2)2x6-1/1 BELOW PER DETAIL 4/SO. (SIM). I 04 MINIMUM. SEE 2/SO.o FOR ADDITIONAL ANCHORS AT X N ( I SHEARWALLS N GENERAL NOTES A I(3)2x8-2/1 3}2x8-2/2 C __ - U 0 ----- ((3)2x8-=2/2 -------- -F(3)M-2/1 1 /mo��--�- - - - ---------- -- U - - - ---- 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. o J (3)2x6 SPF# SEE WALL STUD 2 J (2)2X6 S 6 SP #2 (2) x6 SPF#2 SIZES AND SPACING. AT GIRDERS ISANDTBEAMSTUQ N Q POST. S R P (2')2> SPF#2 PROVIDE MIN. ( ) VSTRAP HEADER POST. STRAP POST. STRAP PROVIDE MIN. O (2)2x6 SPF#2 POST. STRAP I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER POST. TO BEV2)CS1 W W PLIES. 19 � 04 TO BELOWPOST. INTERMEDIA E / / ACK STINTERMEUDS. N I- JACK STUD PER 4/S0.1 TO BEL O LOW w / x ® = i (2)CS16 CS16 CS16 6 N 2. SEE SHEET SO.0 FOR ROOF AND FLOOR C14PACK S SHEATHING SPECIFICATIONS. Z W N --- .► = N HEIGHT STUDS. A .T N STRAPPER I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE _ I - PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES J HEADER T T D / f /S0.1 IJ --� TOGETHER PER DETAIL 6/SO.O X HUC26- A G R �, I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL CS16 0 BASE I N l 2/SO.0 V OR V r" 6. AT SHEARWALLS, PROVIDE DIAPHRAGM I ATTACHMENT PER DETAIL 6/S0.1 \_ Z =tp I \ CS16 ® BASE 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT W I = I OF STUDS TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 X W N Z i F F WALL 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 3 PER E AIL S0.1. I AND HOLD DOWNS N I L X U Nil !I C14 0 CS16 @ BASE OF STUDS J \ Q � � CS16 C� BASE z � N OF STUDS 00 N � � m CS16 ® BASE OF STUDS - PROVIDE MIN. (2) I INTERMEDIATE- CS16 NTERMEDIATE CS16 I JACK STUDS. \ I i aUCC4 o � FASTEN ALL I Z 9 PER DE I re) oEl CS1fi 1 o PROVIDE MIN. 2) Ln PROVIDE MIN. (2) STRAP HEADER R P VI E IN. (2). STRAP E PER INTERMEDIATE 4/S0.1 IN ER EDIATE , 4/S0.1 (3 6 2 I STRAP HEADER ACK STUDS• JACK STUDS. / (,!)2x6 SPF#2 (2)2x6 SP JACK STUDS. OST. POS . I PER 4/S0.11 5 P ST. P. 5T. X d. TRUSS ABOVE - - - - - - - - - - - (3)2x8-2/2 R VIDE MIN. 2 (2} x6-1/1 (3)2x8-2/2 ( 2x6 1/1 ((3)2x8-'2/2 ( ) PRO E N. 2) INTERMEDIATE IN ED ATE JACK STUDS. STRAP WALL PER 4/S0. Iwo JAC S. In - (2)2x8 SPF#2 ® 12" O.C. ` (2)2x8 SPF#2 O.C. FULL HEIGHT WALL. 2nd FLOOR (2)2x6-1/2 FULL HEI"%H WALL. (2)2x6-1/3 ° (2)2x8 SPF#2 ® 12" O.C. FRAMING FULL HEIGHT WALL. PLAN 0 EO I DO NOT SCALE DIMENSIONS FROM i 2 THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE �_3 ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ��) HAND RESIDENCE DESIGN/DRAWN/CHECKED SECOND LEVEL WALL,, tRAMING PLAN CS MK LAP SCALE: 1/4" 1'-0" ,_0" j DATE 07.27.16 CONTROL NO. 8738 TRUSS ID. LPA NO. SIGN-16-00546 SHEET OFFICE COPYS1 *3 SHEET 120x= 13 d SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. I . I (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO-o- Lou P o n t i g o a n d 4. FOR TRUSS UPLIFT'S 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 11/2" WIDE LUMBER, 420 Osceola Avenue d PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Jax. [leach, Florida 32250 12 12 Ph.242-0908 Fax.241-9557 S0.1 S0.1 FL:CA#8344 SC:CA#3579 C51 r 1 F71 � 1111ii1/1NUIligINi164AZ IS Vol 1l 1 1l it 11 11 40 00, 11 1 li 11 1 11 11 I i ! 1 11 / 1 = �• • a r, ill ''"� • I y. of ' � I ► I 1 � A:• ATE 1 1 I 1 / 1 it 1 1 / t 1 .��•.,•��O RI�P••••��' [13 ❑ o ❑ ❑ 0 L u i s A. �'fyYf't'l 'o P E f ., FL PE#53311 C51d C5 FF �DREVISIONS DATE 5 So.o 5 5 5 S0.0 SIM41 S0.0 �-o 2x_ BLOCKING6 @ 48" O.C. S0.2 5 5 FIELD ALTERATION F1 (2)H TS 16 (2)H TS16 S0.oIBJX 'N' So.o (2)H TS16 (2)H TS 1 6 CONTRACTOR SHALL CONTACT LOU E60PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD E61 FJ 77 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL C 4f 'Ir CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO (2)H TS 16 (2)HTS 16 BEING APPROVED BY LOU PoNTIGO e LLI D ASSOCIATES MAY RESULT IN C7 1(2D ADDITIONAL ENGINEERING OR INSPECTION FEES. 0000 n[� 00 N I ill [in lieN 2x6 OVERFRAME RAFTERS FASTEN RIDGE TO 2x6 OVERFRAME RAFT RS 2x6�� OVERFRAME RAFTERS N @ 24" O.C. w/ OVERFRAME TRUSS / A35 ® 24 O.C. w/ OVERFRAME @ 24 O.C. w/ OVERFRAME-/ LEDGER SEE 11/S0.1. LEDGER SEE 11/S0.1. LEDGER SEE 11/S0.1. II I) FASTEN RIDGE TO _/ 01 FASTEN RIDGE TO TRUSS w/ A35 _ J TRUSS w/ A35 24 C 24 OC — _ l rl 2 N S0.1 12 Q _ Q Q Q Q Q Q low FASTEN RIDGE 0 FASTEN RIDGE TO TRUSS w/ A35 TRUSS w/ A3500 . 1 II II M 2x6„ OVERFRAME RAFTERS 2x6 OVERFRAME RAFTERS @ 24 O.C. w/ OVERFRAME � ® 24 O.C. w/ OVERFRAME � WWI w LEDGER SEE 11/S0.1. LEDGER SEE '11/S0.1. oco — _ Cat m co S0.2 x N N -J[ J J L I III D58 (2)HTS16 (2)HTS16 ( HTS16 (2}HTS16 5 5 � D57 f 5 so.o �� Sq o so.o , D5bj , D56 2x_ BLOCKING 2x_ BLOCKING @ 48" O.C. 6 ,. 48 0.C. 6 So.2 >� ,;�, S0.2 17 a a 1 I. HANGERS ON JOB ARE AS FOLLOWS TRUSS / OF RAFTER NOTES: STRAPPING NOTES ? TRUSS UNLESS NOTED OTHERWISE 1. STRA "'TRUSSES AND ROOF RiAFTER� TO BEARING I PLACEMENT WITH 2-12d TOENAILS & 2—SI�MPSON H2.5T UPLIFT AP P LI ATI 0 STRA UNLESS OTHERWISE NOTED 1 APPLICATION P A R T AP P R O VA L # PLAN f k; it e 1 —PLY TRUSS HUS26 FL10655. 94 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION I5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR . i CONTACT THE E.O.R. � PLA AME s NN � j HAND RESIDENCE y tl { I DESIGN/DRAWN/CHECKED Y1 RQOF ,TR CS MK LAP USS PLACE NT PLAN DATE r 07.27.16 SCALE: N.T CONTROL NO. NOTE: d, 8738 1J FASTEN R F T,R-USS TO TOP PLATE 12d TOENAILS AND Truss ID. A. FASTEN UPLIFT CONN CTOR, SEE PLAN. — 2. WHEN U!IJNG ':(2')H2.5T CLIPS ON 11/2" WI LUMBER, PLACE LPA No. CLIPS 'DIACONALLh ACROSS DOUBLE TOP PL TE FROM EACH OTHER sIGN=1s-oos4s SHEET F7mM oi7i V\ r% N, l OFFICE CO PYS1 .4 SHEET 13oF 13