Loading...
328 5TH ST - STRUCTURAL DRAWINGS : IGENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS DESIGN SPECIFICATIONSV�_ p R H A N DESIGN CODE: ff } N COMPONENTS & CLADDING Af�AG , Og 3.j3 T&G OSB OR PLYWO SH ATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURESPF 'ESU S (°P ) � tk 1 O.AR DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, '` INTERIOR EDGE STRIP (PSF): GARAGE .I + I COMPLIANCE. TRIBUTARY G ROOF SHEATHING SPECIFICATIO,�NS• „ UNLESS PLANS HAVE BEEN REVIEWED FOR CODE AREA sf) f ' I ° ! ' METAL'; M1'N �/8", 32/16, F L RAT D OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS @ 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN ZONE (PSF) a = 4 -6 D; Ra, � Lou Pontigo and � q�'x�'mi tR�� t©:p':..R !�^� f :m?,,srnr - lig I..�N'e• x7 4 -0 OF 'ROOF EDGE). ...' I. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 ( ' ') 10 Associates, Inc. R- FLOOR 2 SCAR :; WALL cd=1.25 (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 >+21.8 . : 420 Osceola Avenue ROOF LOADING ( ) GARAGE !. ' �Lr3tI`BLE FINISH-MIN. 7/16" ,1 .4/16, APA RATED OSB OR PLYWOOD SHEATHING FASTENED w/ 8d @ 6" O.C. EDGE AND 6 ' O.C. FIELD. SHEATHING MAY BE lax. Beach, Florida 32250 TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23:9. INSTALLED HORIZONTALLY' R ,� /ERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. Ph. 242-0908 Fax.241-9557 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) ( FL:CA# 8344 SC:CA#3579 1 D psf 100 +21.8 -23.9 +21.8 -26.6 16,rx7 ;� a TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf ,, ;e5 :;, STUCCO FINISH -MIN. 7/16 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL BOTTOM CHORD LIVE LOAD 10 psf 5 psf I DEAD LOAD p a THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (A D). THE STUDS BOTTOM CHORD5 psf I ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: a �CCORDANCE / THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS: "` � ��""''' i PERMITTED .r..,-,..' , : ,w.,r:, R d #S BEEN DES+GRE, IN - WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 ,,,SHALL BE PER hAASO�J FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DAY COMPRESSIVE STRENGTH OF 2, 00 si PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND ,'' •••"�,�C • . p ,,� TYPE M OR 'S. TYPE N MORTAR M Y B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 110 .• .' �o POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. r • No. , • IND LOADING: CO_ MASONRY UNITS _ o .r< . T ALL = t _ INIMUM COMPRESSIVE STRENGTH OF 1900 sl f m=1500 si . GROU • EAR INTERPOLATION IS PERMISSIBLE. �, t, , ,RAI,,. , _ LOAD-BEAR CMU TYPE 1 GRADE N 1 NORMAL WEIGHT, WITH A M S SH ALL BE DESIGNED WITH A LIN aI: .. , $ , a ,C,r ;,`I i, I I' C R I H ASTM C90 75, HOLLOW LOAD B ( )f f P ( , P „ = STA7,E ASCE 7 10 FOR WIND UPLIFT, TRUSSES �,: �,;•;,�,�•. � ��,., ,�, ,,�,; .,�,; �`: �f��.�� �E , ,� �. ;;„, r / �, f 13 v f- 1f F TOP CHORD AND 5 PSF F RCEMENT IN 5 0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 -0 . MIN. DEAD LOAD CONDITION OF 5 PS ! CELL$ CONTAINING DEIN RD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. � •• O P o *� BOTTOM CHORD. ` OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR = ` ' ASTM C90E E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, THE ON WALLS, ALL ,CONCR; TEi MASONRY UNITS SHALL BE COMPOSED OF AS '•,;;;,aP, f LIED • DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING I PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR S COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED D / ;i SED GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PS Chrlstopli' 't4 ►'S'�'�ou' n P LIVE LOAD STACK,.BOND SHALL NOT, BE U , RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIERa " `SHA L MEET 4 @ 4 -0 O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT FL P E#714GT'::; BY 0.75 WHEN COMBINED w/ DEAD LOAD. # THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. '', ; z pIAMETERS' ALL EXTERIOR WALLS HALL BE REINFORCED FULL HEIGHT WITH BASIC WIND SPEED (ASCE 7-10} -------------- 130 MPH INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 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. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL IMPORTANCE FACTOR ---------------------- 1.00J�UIS DATE MEAN ROOF HEIGHT ----------------------- 25.0 FT a - -a - BE A MINIMUM OF 6". ROOF PITCH ---------------------------- 4/12 ° �---- a ° CLAY :MASONRY {BRICK BUILDING CATEGORY -------------- II --� BRICK� SHALL BE IN ACCORDANCE ITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY -----------'----------- C � � -----------------ENCLOSED -�I�°- - DENOTES EDGE STRIP. CONCRETE SPECIFICATIONS: ENCLOSURE CLASSIFICATION .ALL CONCRETE HAS BEEN DESIGNE 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 -'� SEE C & C CHART AT 28 DAYS INTERNAL PRESSURE COEFFICIENT -------------- f •18 ° > ABOVE FOR a DIMENSION :..CON,CRE:TE. ,AT GAR,A.GF__ANl_ PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. �p qL�q�� CONTRACTOR SHALL CONTACT LOU ° GENERAL NOTES: PONTIGO&ASSOCIATES PRIOR TO d. � �pMATERIALSPECIFICATIONS ° , MAKING ANY STRUCTURAL FIELD r� MODIFICATIONS WHICH MAY VARY FOOTING AND FOUNDATIONS; FROM THE INTENT OF THE ORIGINAL �� a ` �'> " +' CAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS CONSTRUCTION DOCUMENTS.ANY I .- , OIy,( i'ND FOU, ?A SAL BE IN ACCORDANCE WITH LO FIELD ALTERNATIONS MADE PRIOR TO I i q - i.; ACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF BEING ASSOCIAPPROVATES MAY BY LOU RESULPONTIGT IN HARDWARE AND ANCHORS: ° ; __�� ° r �E , RECIIMNChED TO �IFY a;fiAL `SUBSURFACE ASSOCIATES MAY RESULT IN ANCHOR BOLTS & THREADED R00: SHALL BE IN ACCORDANCE WITH `_-' :, 't ORGANIC MATERIAL A.ND, COHESIVE' (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ADDITIONAL TION ENGINEERING INSPECTION FEES. ASTM A 307 OR ASTM F 1554 GRADE 36. ; [NOT ACTUAL PLAN] a :. 1, I is L' CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUN.OATION PLANN Y NUTS. SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. FF LOCATION '!FROM THE FOUNDATION LAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT- ENGINEER OF RECORD (EOR) ��, PLAN. IF FOOTING SIZE OR EXTERIOR SHALL BE GALVANIZED. ': f i �.� O �.. �R AR OPE OF SERVICE : �` D ON DWINGS MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3IN FOOTINGS AND MESH SHALL B .CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 RETROFIT REBAR/ROD INSTALCATION: EMBEDMENT OF RODS OR EB SC1JNLESS, OTHERWISE N0 E f BE 1 dl R4$1" `dC. OR RODCHA1R PRaV DE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTAL CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL /4 LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. M LICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS L RESPONSIBLE ENGINEER SHALL NOT HAVE CONTROL OR BE RESP ; " I; ELEM EN T. U.O.N. ;HE RUCTURAL E ( ) �fFOF4: ONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES R, CON _,RETE SLABS ON GRADE: ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR 'l ANY SHALL BE INSTALLED OVER MINIMU 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT (DUAL CARTRIDGE INSTALLATION ONLY): PERSONS PERFORMING THE WORK OR FOR THE FAILURE FQ `ANY'"Q,F T ANEAN TE MITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HORS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT OTIEi / f ;Tla . OF SUB _ERS.. EPDXY: ITW RED HEAD A7 THF.* TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT LA' AAL�at R FOR :ALTERNATIVE METHODS. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DocuMEN a r 4,. � I WOOD ,SRA 1NG SPECIFICr4"' fOhJS: W W WELDED WIRE FABRIC {WWF): SHALL BE ASTM A185. I IMITS OF STRUC --JILL ENGINEERING DESIGN RESPONSIBILITIElti:. >_ _� ALL WOOD FRAMING HAS BEEN DE IGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITIC�1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER TH�IVIS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE +WITH *AI :ONRY, CQNCRETER OR{ S,��I SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. I A A SHALL OLLOWING D IG PROPERTIES - ELASTIC :,LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND U LIFT, - rv... .s ,PfESER,�!ATIVE IS UES,',{ LL;�aATTA HED FASTENERS SHALL BE STAINLESS STEEL. 1,900ksi, BEN INU WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING 0 AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED ' '.-'` ' �` PRE-ENGINEERED� WOOD TRUSSES: PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMI G NOT . Ak ,- AR -THE,, SEAL OF Q.N, ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, ~ AITC '100. CON RACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS IFICALLY ADDRESSED TRUSS-TO-TRUSS CONNECTION, AND R W SPEC ` �... ,... IST �,. AT ALL' 'TI 'USS A5 JN ICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRU OFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. !- ri ,r INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP TFUSS`„SHALL HA (E �TEM ,QRARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, W IQNNECTIO,NS, SPREAD � Ai$ 'TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGI Y TRUSSES, PLACE STRAPS ;DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. i ' W F ^ ' G SP IF I -1�1 , �YHE 'C'ON ACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE Ln"� ANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM MA OF C.T�U.RER'S. R QU:IREMENTS. LAY AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION M J ',f! NUF,�(,{,_ I` ,� ' =1' MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SH��L BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL SH' COMP X WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANU , .T M1 SSL , l ., ETA`L �FLA'SHING AND VALLEY 'MAT RIALS. 00 p SHE CONTRACTOR SHALL BE REST ` NSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. : mem I { t --` � EGEND AND ABBREVIATIO" CHE ,¢ WOOD FASTENING .SIMPSON CONNECTORSI , �. �� � CONNECTION UPLIFT MEMBERS FASTNER - "� ,1}; LZ Z, ZZZ " 1N�TERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL TYPE r'' CONNECTOR FASTENERS FL# CODE SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 12-GUN NAILS C� 1 " STAB. I GABLEX-BRACE A35 450 450 12-8dx1�/2 10446.4 �. TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3 UN� `NAIL`S.. ,_ HEADER SIZE, JACK AND KING STUD :. 5-8d EA. END 11478.3 ar li DISI NATES SHEARWALL. THE H6- QUANTITY. QUANTITY. C A' H2.5T 600 5201(2-16d) 3- UN NAILS DESIGNDBL. TOP PLATE TO STUD FACE NAIL HIDDEN LINE DESIGNATES SIDE OF H8 620 530 5-10dx1l/2" EA. END 11470.3 » ' � � -, , � � -�'`#�� rt �-r WALL THE SHEARWALL SHEATHING CRITERIA RIM JOIST TO TOP PLATE TOE NAIL1(8d Q_6") UN.'NAIL @•'6"- , SW Tp ,B APPLIED. 8d ® 3/6 MTS12 1000 8fi0 7-10dx1'/2" EA. END 10456.3 NAIL'I'N'G 'DESI NATES 8d COMMONS 0 3" CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-G N;1NAjiLS1 ; n � ' ��<< '- AND HTS20 1450 1245 24-10dx11/2" EA. END 13872.3 $d�� 6 0. DGE & 6" O.C. "IN THE ;. CEILING JOIST, OVER PARTITIONS FACE NAIi_ : -16d} 4-GUN ,NAI; I ,, , FIELD' GENERAL MSTA24 1765 1270 9-1 Od EA. END 1X872.4 CEILING JOIST TO ROOF RAFTER FACE NA I�L� {`I 6d) 8- UN' yNAL � : LG - Lon MSTA36 2050 1870 13-1 Od EA. END 13872.8 ;, AL��1;, DJACENT 9 NOTES ` M AM MANUF - Manufacture JOIST/TRUSS TO PLATE TOE NAIL' ( --16d) 3- UN, N ;ILS . I` r �g - 18-16d TO TRUSS/BEAM `# ��' { , : 3480 3080 �'� 11496.2 E NAIL11(3-8d) 3-GJN NAILS BOT - OTTOM MONO Monolithic HTT4 5 RAFTER TO PLATE TO s TG. I l `G - EARING O C - O n Center HE NOT SCALE DIMENSIONS FROM 0 ROD TO F THESE DRAWINGS.IF A DIMENSION IS .i. P TOE N IL _ (3.-10d) 4- Ufa N ► LS ;;; , , �_+ , M -: CONCRETE MASONRY UNIT OSB - Oriented Strand Board °NCLE,'RREFERT°T"E ARC OR 32-16d TO TRUSS/BEAM JACK RAFTER TO HI _ e OaL OUBLE Perpendicular 11496.2PERP P ndICUlar CONTACT THE E.O.R. HTT5 5250 4670 5 " TG. ,' ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2=16d) 3JU N' NAS DIA, - D AMETER PRE ENG Pre Engineered 1- /8 0 ROD TO F ,, „ EA ; ECH PSF - Pounds per Square Foot PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE N4-IL -15d0 `16 0,C. @ EDGE r ;E. CH END PSI - Pounds per Square Inch �. , . >> � , �.r,..,, , PAULK RESIDENCE LUS28 930 780 10655.113 ° 3-16d 4- UN` I - DESIGN/DRAWN/CHECKED �`i E NGINEER OF RECORD PT - PRESSURE TREATED 4-10d TO J01 ST i CONT. HEADER TO STUD TOE NAIL ' I��'" ( "`' ) ,�' - �'�' I,' ' � ', t ECS iE UAL QT - Quick TieDATE cs �e LAP 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL 3-16d 4- UN` NAILS a ,` 4531.36 ( ) EXT '7­EXTERIOR TERIOR REINF Reinforce 051>16 HU410 905 785 6-164 TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (164 @ 16") GIJN NAIL; @�,,y8" FB, FLORIDA BUILDING CODE SF - Square Foot OFFICE COPY FOUNDATION SPF -Spruce Pine Fur SCALE ABU44 2200 5/8"0 ROD w/ 12-164 10849.6 FT FOOT SYP - Southern Yellow Pine AS NOTED 6 2300 5/8"� ROD w/ 12-164 10849.6 NAIL SPECIFICATION FOOTING THRU-- Through LPA No. ABU6 , I t �,� !Ii. �, ' 11506.4 3"x0.131"� = GUN NAILS 2"x0.113"� = RINK SHA IGD -- EADER TYP Typical BEET-16-00270 -TIE N. i�:: II ` " � HORIZONTAL UON - Unless Otherwise Noted RE1/lEWED FOR CODE COMPLIANCE SET N/A N/A SIMPSON EPDXY II`-IOf�IZ 2"x0.113"O = 6d 21/2 0.131"s� = 8 i ,l g`SPOUNDS VERT - Vertical CITY OF ATLANTIC BEACH CONTROL No. 10-16d TO STUD/BEAM/POST „ ff 1 » L f �.. , ' , '1 '; � WWF - Welded Wire Fabric SEE PERMITS FOR ADDITIONAL, LTT20B 1675 1675 11496.3 3 x0.148 O = 10d 31/2 0.162 0 _ 1 d REQUIREMENTS AND COAIDI7'fON3 SHEET 1-V/2"0 ROD TO FTG. 11/2 x0.148"O = 10dx11/2" 11/2" 0.131"0 - 8 ,x11/2 " LSTA12 805 695 10-104 13872.5 r t r ,s '�'' � .. I � q ,. ; ,. _ REVIEWED BY: ! �A'TL: � r S090 CS16 1705 1705 13-8d 10852.1 SHEET 1 of 13 e.r `. 6 T 1 • an 7 i If �'aa:,:, 'a ,I I ,:. I.. I��! : Ilj,... lil,SM.� �` �.s �i..,: � j• i 'pqIiR .ik !': 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) FASTENED TO TOP PLATE w/ 10d ® 4" O.C. WALL SHEATHING INTERIOR JOIST AT 48" OC.. FASTEN TO JOIST PLATE w/ 10d 0 3" O.0 w/ 4-10d COMM. 8d COMMON WIRE NAILS i N 2x4 BLOCKING BETWEEN EA. TRUSS. FLOOR FLOOR TO BLOCKING 0 3" O.C. \ ATTACH AT EACH WALL STUD w/ 3-16 IF TRUSS REACTION EXCEEDS 1 SHEATHING. " NAILS AT EA. FRAMING INTERSECTION. JOIST. 6 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 1 (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL: TOP MAX NOTCH HEADER Lou P o n t i g o a n d FULL DEPTH PLATE LBELOW TOP PL TE / Associates, Inc. 2x4 VERT. FIT FLUSH CONT. RIM r7m w/TOP & BOT CHORD _ BOARD (TYP) 17PORCH SHEATHING, HEADER A OF "WOOD i JOIST". SEE SPECIFICATIONS I ;;� PORCH9 420 Osceola Avenue CEILING LINE FLOOR BELOW FASTEN TO EA. WEB w/ JOIST. FULL HIEGHT 4-0.113x2" GUN NAILS WALL FRAMING WALL ANCHORING 8-GUN NAILS .id HEADER,SEEP N. PERPENDICULAR TRUSS )ax. beach, Florida 32250 FRAMING SYSTEM PORCH PARALLEL HEADER & SUPPORT I FULL HEIGHT Ph. 242-0908 Fax.241-9557 p M ,.„ To wAu. PARCH POST, PER PLAN. I (2)MSTA24 ANCHOR OR HOLD DETAIL B WOOD 1 JOIST WOOD I JOIST PERPENDICULAR STRAPS MIN. (2)2x4 �OOD D D D D FL:CA# 8344 SC:CA#3579 DOWN AT BASE OFPARALI Ft PERPENDICULAR TO WALL POST BELOW. & (1ADJ. C QJ OPTION A TO PORCH HEADER. WALL 2x4 SYP#2 HORIZ. BRACING ® 24" 16 GUAGE POST BASE: C C SHEATHING „ STRAP w/11 24 16 GUAGE «ttn>F>Ir nrnp� POST 4x4 POST:ABU44 IM" STUD WALL FRAMING 24 O.C. BETWEEN OUTER WALL 1 odx1V EA. END BELOW STRAP w 11- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING FLOOR SHEATHING, ROUGH OPENING, SEE ROUGH OPENING, SEE 0 �' �► & FIRST INTERIOR TRUSS. NAIL SEE SPECIFICATIONS 10dx1}¢" EA. END LSTA12 FOLDED I TRUSS UPLIFT TABLE AT LEFT I I TRUSS UPLIFT TABLE AT LEFT I -- AT SHEATHING EDGE z &e* EACH END w/ 3-0.131X3" NAILS DOUBLE TOP PLATE CONT. RIBBON OVER TOP PLATE r r " / \ •�,Q'`i►" � 8d COMMON WIRE NAILS (TYP) w/5-10d AILS BOARD TYP PORCH. CONTINUOUS OVER FLOOR 6 INTO TOP LATE & ` � � TO LOCKING 0 3 O.C. TRUSS ( ) PORCH HEADER HTS16 SLAB MAX HEADER 5-10d NAI-S INTO ` SEE PLAN STRAPS MSTA24 " ROD BEAMp SPACE HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF TRUSS / * �\ 2x4 SYP#2 IN 24 O.0 OR JOIST \ r DIAGONAL STRAPS EPDXIED 6" M r w a r R��.; 'r� iff CONNECTION CONNECTIONi FOR PERPENDICULARI I FASTEN EA. �� ' °° ' f��` "' CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR ° 5'�A PLAN VIEW OF PLAN VIEW OF .. TRUSS CONNECTION , JF Q END w/ FLOOR TRUSSES '8,+GUN .. SEE DETAIL B ABOVE. +�� PORCH HEADER PORCH HEADER O A H2.5T O 32 O.C. TOP & BOT A LS18 O 32 O.C. CONTINUOUS 2x6 SYP 2 sC� 3-10d COMMONS OR JOIST. NAILS P• •' , -- ---- AT CORNER POST �°� �` •• R 10 •• AT POST LEDGER FASTEN WITH •°° •� CEILING C SE MSTA24 STRAPS C SEE PLAN �, i •...."° � + ,+� J' 5-0.131x3" EA. STUD. s/® LINE WALL FRAMING WALL FRAMING PORCH SHEATHING SPECIFICATIONS: I { ) (2)CS16 STRAPS " �� MIN. (2)2x4 WOOD rrtsrie®ieaianN�e0 '//2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 06 O.C. EDSE & FIELD OR OPTION $ BELOW. & (1) DJ. D FULL HGT 5/8" THREADED ROD _j FD FULL HGT 5/8" THREADED ROD PARALLEL TRUSS Christopher J S a bo u ri n PE FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR a " TO PORCH HEADER. DETAIL A /a (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6 O.C: EDGE A D, FIELD FL P E#71 4 61 1 FLOOR TRUSS /JOIST AT WALL FRAMING 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICALPORCH.BEAM CON ECTION 1�I 4 HEADER TIE DOWN 5 WALL ADJ. TO ROOF CONNECTION REVISIONS DATE S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN O SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 S0. AND WALL SHEATHING AND STUD FRAMING. ROOF TRUSS. I ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS I SEE DETAIL 6/SACH FOR � DIAPHRAGM ATTACHMENT TRUSS. BOT. CHORD w/ 0.131x3" 0 3" O.C. I I WHERE APPLICABLE I II 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. _4------_--- O.C. FASTENED TO TOP ROOF TRUSS. I---------- ---------- PLATE w/ 4-0.131x3" 111/4 SHEATHING FASTENED TO COMMON. MAX. TOP PLATE w/ 10d ® 3" O.C. I I I) II (2)LSTA18 STRAPS I I FOLD OVER TOP PLATE (2)MSTA24 STRAPS FIELD ALTERA'iION I I FASTEN w/10-10d FOLD OVER TOP PLATE SHEARWALL NOTES: CONTRACTOR SHALL CONTACT LOU 16" MAX. I I FASTEN w/18-10d FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH 1. CONTRACTOR AN B C PONTIGO a ASSOCIATES PRIOR TO 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS ALTERNATE OPTION I I MAKING ANY STRUCTURAL FIELD " A,B,C, OR D MODIFICATIONS WHICH MAY VARY 117 w/ 0.131x3 0 3 O.C. EDGE OF MTHE INTCONSTRUCTION OF THEENORI ANY 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR SHEARWALL 2. USE ALTERNATE " " SW 8d03" 1 " FULL HEIGHT FIELD ALTERNATIONS MADE PRIOR TO EXTERIOR WALL EAT NDING EXTERIOR WALLS LL F HEIGHT THR 0 CONVENTIONAL STRAPPING MINIMUM 2 PLY ROD BEING APPROVED BY LOU PONTIGO e MINIMUM STUD ASSOCIATES MAY RESULT IN ALTERNATE A ALTERNATE B ALTERNATE C TRUSSES. H 0 S EACH HOLD DOWN EACH END 2 PLY ADDITIONAL ENGINEERING OR AT 2ND STORY TURN TITEN HD INSPECTION FEES. 3. USE ALTERNATE (AA - FULL HT CRS A()- UPPER TO LOMIER STUDS STUD STUDS PROVIDE COUPLER TIGHT 7/,Q" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"0.C. E & F FOR FLOOR SW 8d®3/6: (1) 5/8" OR (2) 1/2"0 FULL SW Bd@3/6: (2) CS16 STRAPS 2 CS16 STRAPS AGAINST PLATE ---� TO NAILER w/ (1) ROW 8d TRUSS. m7FLOOR TRUSS ATTACHMENTHEIGHT THREA ED ROD EACH END _ AT BASE OF STUDS 2x4 SPF#2 CONTINUOUS TRUSS. �) END STUDS TO FOUNDATION SIMPSON TITEN HD ROD COUPLER 0 3" O.C. FASTEN TOT LEDGER FASTENED (� � " - SOLE PLA ANCHORS SW 8d03/6: HTT5 OR HDUS (FLOOR TO FLOOR) �" RODS - THD37634RC (%"x64") PLATE w/ (2) ROWS /�a OSB TRUSS WEBS WI " TEE SCHEDULE ON DETAIL 2/S0.1 _ OF 8d 0 3 O.C. BLOCKING w/3-0.131x3 'E � ANCHORS LTT20B PANNEL 2x4 SP FLOOR COMMON. 1EE SCHEDULE ON DETAIL 2/SO.1 SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING SHEARWALL NATES HTT5 TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/1 2x4 SYP#2 CATS AT 12" _ 1. PROVIDE �i(6"-OSB SHEA UNG WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. (2) ROWS 0.131x3" O 3" O.C. # PROVIDE 2x BLOCKING AT LL PANEL EDGES. INTERIOR 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP SHEARWALL PLATE w/ 4-0.131x3" 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS : SW-2 COMMON. END POSTS FOR SW. 5-16d MAILS SHEARWALL OR (TYPICAL) EXTERIOR WALL 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 6/S0.1 ALTERNATE FOR ALTERNATE FOR ALTERNATED ALTERNATE E ALTERNATE F 3i�" FULL HEIGHT ROD �" FULL HEIGHT ROD 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON SQ.1 3/s UL HEIGHT ROD ALTERNATE s SHEARWALL ATTACHMENT AT ROOF a FLOOR 7 TYPICAL SHEARWALL ELEVATION 8 FULL HEIGHT THREADED ROD s ATTACHMENT W W S0.1 S0.1 PROVIDE SOLID BLOCKING (THIN FLOOR SYSTEM AT SW END POSTS. S0.1 ALTERNATE S0.1 W W maim }` _._. 00 L8d COMMON NAILS 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDIC D IN TRUSS SPECIFICATIONS. SINGLE �ACINO NO11ES ANO SPE FI[_&111d�S ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING AT 3" O.C.(lYP} » k,,�. � 1.}ALL BRACING LUMBER SHOWN, EXEPT TRUSS 0 24 O.C. 2x4 BLOCKING. FASTEN ORT-BRACE SHALL BE 1x4 BETTEROR 2x4 SPF#2 ORS BETTER. WALL STUDS WALL STUDS EACH END w/3-10d H3 Q@. H2.5T HURRICANE CLIP 0 EA. # 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER TOENAILS OUTLOOKER TO TRUSS. r (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 0 6-10d (1)DIAGONAL BRACE PER In AILN11 11 ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED TH BRACING LUMBER SHALL INTERSECT TO BACKSIDE OF WEB. I I THE WEB OF THE BRACED TRUSS, PER qq OVERFRAME RAFTERS, SEE PLAN. LI DELEGATED TRUSS ENGINEER. F? 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSS ROOF TRUSS ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP 00 SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I I DRAWINGS. THE CONTRACTOR SHALL 4< SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAPIER TO LEDGER THESE STRAPS I°I PROVIDE 1x4 SYP#3 OR BETTER W TO EACH STUD, PER ATTACH TO EACH STUD, F AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO I I BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. I°I PERPENDICULAR TO TRUSS BOTTOM BLOCKING WHEN OVERFRAME rn A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE I I CHORDS AND ATTACHED TO EACH • TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 48 CS16 DIRECTLY LESS THAN 4-0 FASTEN w/10d COMMONS � � SAME SIZE, SPECIES, (I VERTICAL VERTICAL 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE ICI AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. " � " �� � END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. i i (APPROXIMATELY 45%) TO THE 0-775 2x6 w/ 5-0.131x3 1850-2345 2x8 w/ 6-/4 0x6 SDS SCREWS LOCATION. IF MORE THAN 1 LATERAL 776-1250 2x8 w/ 8-0.131x3"" 2346-3125 2x12 w/ 8-1/4"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR 1251-1540 2x10 w/ 10-0.131x3 h BLOCK TO DBL TOP AS SHOWN. I I WALL BETWEEN EACH LINE BRACING 1540-1850 2x12 w/ 12-0.131x3" a PLT W/ 2-H2.5T • TO FORM A ZIGZAG PATTERN ALL A CONSTRUCTED OF THE SAME BRACING 1:1 PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �O MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO TO TIE IN OVERFRAME RAFTERS TO TRUSS FRAMING. 0.131x3" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES: WHERE A LEDGER IS INDICATED FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d ( UNE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM COMMONS I LSTA12 0 48 O.C. QB_DBL TOP PLT MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. 4' TO GABLE TRUSS BOTTOM CHORD W/ 10 LEDGER CONNECTION 11 DECK LEDGER AT OVERFRAME RAFTERS 12 GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF" 13 PERMANENT TRUSS BRACING SHEATHING OVERLAPS GABLE 12 MIN OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS SO.1 ''USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTE : 1. SPACE GABLE END BRACING 0 4'-6" MAX. SO.1 SCALE: 3/4" = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 TYPICAL DETAILS JACK STUD JACK STUD AT DOOR a AT DOOR PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, -IF USE (2)2x4 SPF#2 SUPPORT. DO NOT SCALE DIMENSIONS FROM MIN. (2)2x4 PT SYP #2 THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE IF 6x6 IS SPECIFIED ON PLAN, ARCHITECTURAL DRAWINGS OR y4"x3 " CONTACT THE WIN PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B 24» MAX. USE (3)2x4 SPF#2 SUPPORT. SCREW RECESSED IN SLAB RATED WALL SHEATHING w/ 12 MIN. ROD THREADED 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO SIMPSON H2.5T ROD EPDXIED 4 SUPPORT POST w/ (2)HTS20. 5-10d TO AT INTERIOR , PLAN NAME -m-'*) TOP PLATE FACE OF WALL, PAULK RESIDENCE CONC. CONC. SOLE PLATE ATTACH SUPPORT POST FOUNDATION WITH HTT4 TO SEE PLAN. DESIGN/DRAWN/CHECKED SLAB SLAB ANCHOR w/ 5/6"0x6' EMBED EPDXY ROD. U.O.N. 5-10d TO CS JI3 LAP SYP#2 PT SOLE PLATE STUD BOX COLUMN DATE ELEVATION VIEW ELEVATION VIEW MAY BE USED IN LIEU OF 4x4 OR 6x6. 05.11.16 WATER PROOFING AT LSTA12 H2.5T LOWER PORTION OF SCALE OPTION A OPTION B BOX COLUMN BY BUILDER ALTERNATE ALTERNATE AS NOTED IF PT MATERIAL IS NOT USED. LPA No. BEET-16-00270 wHa 14 FRONT ENTRY JAMB FASTENING 15 BOX COLUMN DETAIL 1s WALL STRAPPING CONTROL No. SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO S0.1 SHEET OFFICE COPY so*] SHEET 2 of 13 i OVERLAP SIDEWALL TOP PLATE 2.5T TOP & ALWAYS PLACE BOTTOM 0 FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP HEADER AT 2" O.C. CRIPPLE PLATE TO HEADER WITH LSTA12 0 32" O.C. Lou P o n t i 8 o a n d TOP OF ROUGH STUD IN LIEU OF THE H2.5T STRAPS ROOF OPENING FRAMING Associates, Inc. 5/8"0 THREADED ROD 420 Osceola Avenue . . . . . . . . . GARA . . . . . . . . . . . . . w/3x3x'/4" PLATE SEE PLAN . . HTT5 W/ SECOND STORY Jax. Beach, Florida 32250 TOP PLATE ELEV. Ph. 242-0908 Fax.241-9557 • • • • • • • • • • • • " THREADED ROD—\, ... EPDXIED 12" MAXP 11 11 FL:CA# 83 SO CA#3579 0 EXTEND HEADER TO FAR SIDE OF WALL GARAGE HEADER TOP PLATE TO STUD (2)2x6 2)2x6 SPF 2 AS SHOWN. o ° SEE PLAN H2.5T0 32" ON—CENTER JACKS SIMPSON H2.5T AND (1) 4'-0"x4'-0" PIECE OF WALL 6 FASTEN POST TO '( TOP & BOT. OF 1` O?" R r<I ori KING. SHEATING INSTALL AT UPPER HTT5 W/ GARAGE HEADER CRIPPLE STUD K`4``e� � .+4�+ V_1' r -1 a " w/ (3)MSTA24 MSTA24 STRAP EACH 0 32 O.C. 4 CORNER 1 BELOW GARAGE HEADER � ON EXTERIOR STUD (TRIMED AS DETAIL A THREADED RODEPDXIED 12" SIDE OF HEADER '•• •�, �„{ ,d SHOWN} `* N0. 1 FASTEN SHEATING TO HEADER w/ 8d COMMON Q&GALV. BOX NAILS HTT5 W/ STATE- STUD IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALt FRAMING PACK' > fp s z II, • THREADED ROD (STUDS, BLOCKING & SILLS) TYP. Y w/ I 6)4 , CS16 STRAP EPDXIED 12" 6X6"SYP2 hOST. FASTEN POST' " •. c TO FOUNDATION WITH SIMPSON �` R I U 0 32 ON—CENTER ��o� •��•O.T ..,�' •• �v� ' DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ABU66 & /s"� THREADED ROD' ''s��cS�/ "' EPDXIED 8" MIN. (2) CS16 KING STUD TO LOWER s/a"� THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN °. STRAP EACH ENO E@e � (2)CS16PS THICKENED SLAB EDGE AT OF WALL SEGMENT STRAPS STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE OPENING. C h r i s t o p h e r ) S a b o u r i n P E F L P E#71461 2ND FLOOR ELEV. rlk"SKM DATE til I WOOD BEAM 3I W 1 GARAGE PORTAL WING WALL 2 GARAGECENTER. WALL FRAMING Wry 3 CONVENTIONAL STRAPPING DETAIL �7MM 137 TID, S0.2 Sp, SCALE: 3/4" 1'-0" 11ED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FWD ALTERAT Y CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. STUD TO TOP PLATE: SDWC15600 SCREW. 0 32" O.C. STUDS TO TOP PLATE - sTUD roe)T PLATE: BOT PLATE TO TRUSS SDWC15600 SCREW. X x37" LAG SCREW l� 32" O.C. 2x10 BLOCKING. FASTEN WITH ROUND WASHER TO PONY WALL w/6-10d. AT EACH FLOOR TRUSS PRE—ENGINEERED TRUSS.to �. OVERLAP RAFTER (4)10d TOE NAILS 2x4 OUTLOOKER 2x4 PONY Fq 12" w/8—IOd. _ (2 EA. SIDE) AT 24" O.C. WALL 2x4 BLOCKING BETWEEN FASTEN OUTLOOKERS PRE—ENGINEERED EACH OUTLOOKER (TO INTERIOR TRUSS H3 TRUSS. 2x_ RAFTER ' • w/ (5)12d TOENAILS. SEE PLAN. ME Cm STUD TO ROT IAIEAM H2.5T � EA. BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC156E"• OUTLOOKER NOTE® END Wx3h" LAG SCREW 0, 'O.C. TOATHEGABLE NTL FACE OF TRUSS Y SHEATHING ROOF BALLOON FRAMED WALL YM. ND WASHER STUD SPACING, SEE AND FASTEN TRUSS TOP Lij LLJ FRAMING PLAN QB .. ; ar�a3. SCHEDULE. .. AND BOTTOM CHORDS TO 2x4 BLOCKING AT 48" O.C. BALLOON FRAMED WALL RUN SHEATHING BETWEEN GABLE AND FIRST STUDS w/ 2-0.131X3" CONTINUOUS TO NAILS AT EA. STUD. " BLOCKING. INTERIOR TRUSS. FASTEN EACH YQxfi SDS SCREW 2x4 BLOCKING. END w/(4) 10d TOENAILS. 0 EACH TRUSS. Ln TRUSS OR BEAM PARALLEL TO WALL ABOVE W 4 WALL STRAPPING DETAIL 5 BALLOON F MED WALL W/ GABLE TRUSS s SECTION S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN' S0. SCALE: 3/4" = V-0" SO SCALE: 3/4" = V-0" Ln ANCHOR H2.5T STRAP D PER PLAN. ® 32" O.0 FULL HEIGHT WASHER PLAN I XI ANCHORING SPECIFICATIONS iUF DOUBLE THE THREADED ROD ANCHORING S LE FULL HT. YSTEM SHALL CONSIST OF WO A307 THREADED UPLIFT PLATEFULL HT. TOP PLATE. ANCHOR ODS, ORIENTED VERTICALLY AND ATTACHED TO THE CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE DOUBLE TOP SEE PLAN LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE OP PLATE, PROVIDE A 2"x 2"x )C STEEL WASHER. ALWAYS PLACE - ! -- WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 HEADER AT ATTACH GARAGE 0.., OR POST. READS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) Tpp ROUgi DOOR THRU FULL HEIGHT _� _ r �_ • AT ALL PLATE PENETRATIONS, (2)MSTA24 OPENING UPRIGHT BUCK, PRE—ENGINEERED ----THREADED ROD _ ROVIDE A HOLE IN THE PLATE Xi" LARGER THAN THE EACH SIDE, INTO --. -- ,� -r JACK STUDS TRUSS. SEE PLAN a I ELEVATION O IAMETER OF THE THREADED ROD USED. WHILE JAMB STUDS WITH 0 A: NGLE CONTINUOUS RODS ARE PREFERRED, COUPLER KING STUDS ANCHpR %"0x31/2" LAG STEEL COUPLER FULL HT. SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 6-1Od. ERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE PER PLAN. SCREWS EVENLY (OPTIONAL, LOCATE - OD SHALL BE INSTALLED APPROXIMATELY CENTERED SPACED 0 10" O.C. ANCHOR 2x_ RAFTER AS NEEDED) A• I HOLE. RODS MAY BE SLANTED FROM TRUE SEE PLAN. AT SILL PLATE AT TOP PLATE RTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO UPLIFT CONNECTOR FASTEND VOID CONFLICTS WITH FLOOR AND WALL FRAMING.ABOVTYPICAL AND 2-12d TOENAILS EACH FULL HEIGHT ANCHOR INSTALLATION CHART NUT O%U W WMIER TO ��SHALL� SIDE OF TRUSS. FLOOR PWS OO E—HALF IIIURN OF STANDARD ° 2x4 PONY WALL. 2x6 BLOCKING. FRAMING A C D E F (APPROD�IIAIELY 30 FT.—LBS. OF TORQUE. as 6666 DETAILS FULL HEIGHT THRE DED TO AOE AND OONPREON Of OUILOM (3)2x STUD CORNER SHEATH CONTINUOUS ROD0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE TRACTORS SHALL.RE—'1101M NUT 70 30 SOLE PLATE TO BLOCKING. THREADED ROD--- _FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE .—LBS OF TORQUE AFTER ALL TRADES ARE CURB/STEMWALL BELOW ANCHOR SEE PLAN j PER PLAN. 3 8 1/200 V,"o 2x2x�/a" 4" 4" 2" 3" � � TO WSLUTM P.T. SOLE PLATE EMBEDMENT 5 8 3y4"0 3/4*0 3x3x'/4" 7.5" 12" 2ND" 3" • ALL THREADED RODS SHALL BE GARAGE GARAGE WNG WALL SECTION 1* DEPTH RILLED & EPDXY ANCHORED. SEE INSTALLATION FLOOR EXTEND ROD TO TOP EQ MONO STEM MONO STEM HART FOR EMBEDMENT AND EDGE DISTANCE OF PONY WALL. FULL HEIGHT ANCHOR EQUIREMENTS SOLE PLATE ANCHOR Y PRE-ENGINEERED WALL SECTION THREADED ROD INSTALLATION CHART 4. DO NOT SCALE DIMENSIONS FROM • � .a. 4, THESE DRAWINGS.IF A DIMENSION IS °'' UNCLEAR REFER TO THE TRUSS. THICKENED SLAB EDGE ARCHITECTURAL DRAWINGS OR AT GARAGE OPENING. CONTACT THE E.O.R 7 ROOF SECTION s FULL HEIGHT WOOD FRAME WALL NCHORING SYSTEM s TYPICAL GARAGE HEADER/JACK CONNECTION PLAN NAME S0.2 SCALE: 3/4" = 1'—D" PAULK RESIDENCE S0. SCALE: 3/4" = 1'-0" S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DESIGN/DRAWN/CHECKED CS JB LAP DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 CONTROL No. SHEET OFFICE COPY S002 SHEET 3 OF �3 1#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE 1 OF RECESS. (TYPICAL) .y-•' STEP, SEE60 A — ARCH. MAX 5'/2" (4" MAX.) EQUAL TO SLAB TYPICAL WALL FRAMING THICKNESS. TYPICAL WALL FRAMING AND ANCHORAGE PER OPTION: A RECESS MATCH DOOR �4" AND ANCHORAGE PER FOR MONO—FOOTING Lou P o n t i o a n d F7mM I CONSTRUCTION SPECS. WIDTH, SEE ARCH RECESS CONSTRUCTION SPECS. NOTES, SEE TYPICAL S GARAGE !�DETAL SLAB ON MONOLITHIC EDGE FOOTING Associates, Inc. BRICK VENEER IS .'d. GRADE, DETAIL 1/S1.01 ACCEPTABLE WITHOUT 420 Osceola Avenue SLAB ON -" � � SEE PLAN. e. GRADE, WALL FRAMING INCREASE OF FOOTING PAVING ' g - EE PLAN. S RADE, Jax. Beach, Florida 32250 » BY BUILDER SEE PLA o 4 � •• a " 12»x12» 1 5 CONT •>� • o• : � Ph. 242-0908 Fax.241-9557 1 / /+ DEEP SAWCUT w/ STEP, SEE ARCH. PLAN. SLAB oN WALL FRAMING °�/ 1 L ;. / N FL:CA# 8344 SC:CA#3579 ail � E.J. DETAIL:B 2—#5 CONT. ALT. FOOTING AT /\ 1 f/�\f\fes • w ELASTOMERIC SEALANT -- = GRADE, SEE PLAN. MATERIAL BRICK VENEER, / SLAB ON GRADE, SEE PLAN o--- —-- �• SLAB ON LAB ON BUILDERS DISCRETION. \�`~` • d: ,/ ,��� �' SEE ARCH. / °°. �% ALT. FOOTING AT �/ GRADE, e. • / BUILDERS DISCRETION. �j -''� ��� . ' SEE PLAN. GRADE, , •. oad ' EE PLAN. Q �� ��/ ter/ o / �� •, R \ a / 12" 1—STORY, w/(2)#4 CONT. NOTES:PROVIDE SAWCUTS TO CREATE `� ~ ~'� " 3—#4 HOOKED * REINFORCING ��` �EI � �, ''/ 16" 2—STORY, w/(3)#4 CONT. or (2)#5 CONT. } APPROXIMATE 12' X 12' MAX. SQ. » » 1—STORY, w/(2)#5 CONT. THICKENED EDGEawy » » 24 �/ ��, / �� .. ..''� 1—STORY, w/(2)#5 CONT. VERTICALS 8 OL .C. '`��'�� SEE SCHEDULE. .• V\ •� a' 2) SAWCUT CONC. SLAB WITHIN 4 TO » 2—STORY, w/(2)#5 CONT w/ 1—#5 CONT. » » 2—STORY, w/(2)#5 CONT 8rr V '• •• 6" fi"x8" 12 HOURS OF CONC. PLACEMENT. DETAIL:A EXTENSION FOR BRICK I A FO 11N No. r" Inc DTAL LEDGE ADD 1—#5 CONT. OPTION: AIRING STEP WN • 1 MONOLITHIC EDGE FOOTING 2 SAWCUT DETAIL 3 MONS ' TINS AT:,STEP-DOWN . 4' TH 10 ISE ED SLAB EDGE 5 BEARING AT INTERIOR s ISOLATED FOOTING -� p STAT � : r, S01. .3 S0:3 S0.3 S0.3 SCALE: 3/4" = 1'-0" S0.3 S0.3 %Q� Christopher J Sabourin PE FL P E#71461 REVISIONS DATE TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND ANCHORAGE PER PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. WALL (1)#5 CONTINUOUS, PROVIDE ANDI ANCHORAGE PEIRG CORNER BARS (TYPICAL) CONSTRUCTION SPECS. AT WALLS GREATER THEN 12" HOOK INTO SLAB. SOLE PLATE NCHOR, 8" CMU OPEN BOTTOM LINTEL 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, BLOCK w CONTINUOUS SEE 2/S0.0 FOR TEMPORARY BRACING / 1— 5# 1—#5 CONT., PROVIDE LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. CORN R BARS (TYP.) SEE SLAB RECESS DETAIL PERMANENT LATERAL LAB ON GRADE, PAVER�� SUPPORT DETAIL. • EE ARCH PLAN . 0 OTHERS EE PLAN. BOND BEAM w/1-#5 /��(�\ SEE ARCH i a LSLAB GRADE, 1 /000 �-D ALTERATION GRADE OR CONC. /���'� - a dI SLAB, SEE PLAN. �// /\�\ x '' 8 MASONRY .e . SEE PLAN. � /�\�/�, CONTRACTOR SHALL CONTACT LOU PONTIGO$ASSOCIATES PRIOR TO d. \ \ \ / \�r MAKING ANY STRUCTURAL FIELD \ \� #4 8 CMU TEM WALL W \ `� \ /r�'� .� \ \(l-#4 " FROM THE INTENT OF THE ORIGINAL DOWEL TO MATCH VERT " / " �, ''r'� �''� o / STE WAIL w/ MODIFICATIONS WHICH MAY VARY SMMWALL SWEDULE .- STEMWALL REINFORCING (SEE SLAB ON . #4 VERTICAL DOWELS 0! 24 O.C. ���\4 GRADE OR CONC. N ® 8 C CONSTRUCTION DOCUMENTS.ANY '� SCHEDULE} w/ 6" HOOK INTO GRADE— » . M\X, g0' BEN INTO FTG. � '� �' SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB, SEE PLAN. FIELD ALTERNATIONS MADE PRIOR TO CMU REINFORCING \ FOOTING. LAP VERT REINFORCING SEE PLAN " �� BEING APPROVED BY LOU PONTIGO& COURSES •, b ;e. » PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. DSOCIIATTESMAYRESULTIN 1 TO 6 �t4 VERT. 048"O.C. \ '. , 25 IF STEMWALL IS GREATER o w " ° 4 . / ,, \ L ENGNEERING OR THAN (3) COURSES. I J \ ` INSPECTION FEES. 7 TO 10 #4 VERT. Q 24"O.C. "�v .. 'A ONTINU US CONCRETE / a CONT. CONCRETE FOOTING " A, a / � d STEMWALLS OVER 6 COURSES TO 3" CLEAR FOOTING y 44 a Q HAVE TRUSS TYPE HORIZ. JOINT M " 1—STORY, w/(2}#5 CONT. e a. REINF. BETWEEN EVERY OTHER Tom' `` •. Q COURSE. FILL CELLS SOLID. * » 2—STORY, w/(3)#4 OR (2)#5 CONT. " " \� �� STEMWALL & FOOTING (2)#5 CONT. 10"x20" 2" THICK x 20" INIDI w/ 2—#5 CONT STEMWALL FOOTING 8 STEM WALL AT GARAGE g STEMWALL ATS OWER 10 PORCH STEM WALL W/ PAVERS S0.3 SCALE: 3/4" = 1'-0" SO.3 SCALE: 3/4" = 1'-0" S0.3 SCALE: 3/4" = 1''-0" S0.3 CONCRETE STAND—OFF PAD TO MATCH ARCHITECTURAL COLUMN WOOD POST DIMS. FOR BOX COL. w/#3 PER PLAN. W W HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE CLOSED TIE AT TOP PER CONST. SPECS. T/PAD = HOUSE PAVERS BY ^ OTHERS t AL �-�-- _ Lf) . CONCRETE FOOTING (SEE PLAN) 11 PAD AT BOX COLUMNS W 50.3 SCALE: 3/4" = 1'-0" W 00 W r FOUNDATION DETAILS 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 PAULK RESIDENCE DESIGN/DRAW N/CHECKED CS JB LAP DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 CONTROL No. SHEET OFFICE COPY S003 SHEET 4 of 13 i r i i P, SYMBOLS LEGEND ----- DESIGNATES FOOTING LINEMONO FOOTING TO STEMWALL w/ (2) #5X30" DOWELS rv. DESIGNATES SAWCUT LINE EPDXIED 6" MIN. ` ,..., INTERIOR LOAD BEARING WALL r 9 4'nom DESIGNATES SLAP RECESS S0.3 7 Lou Pontigo and -- BEAM OR TRUSS, SEE PLAN SO.3 S0.3 Associates, I n c. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - � 420Osceola Avenue 11 I` Jax. Beach, Florida 32250 - - - - - - - - - - - - - - - - - - - ( Ph. 242-0908 Fax.241-9557 FOOTING SCHEDULE AND NOTES so.3 - - r FL:CA# 8344 SC:CA#3579 TYPE LENGTH WIDTH DEPTH BOTTOM BARS I I I 1 I I F2.51 I F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F3• '- 2'-6" 1'-0" 3- 5 EA. WAY BOT. I I I I w I I I I I F2.5 2 6 # I F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. I I I I I 5 " 5 I I .�"` �gMrrrrrrrrprff F3.5 3-6 3-6 1'-0" 4-#5 EA. WAY BOT. �i , " " S0.3 - - - - A. WAY BOT. I SO.3 >` a F4.0 4 0 4 0 1 0 4 #5 E I I I I I I I � F4.5 4'-6" 4'-fi" 1'-0" 4-#5 EA. WAY BOT. I I I 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE I I I I I I 1 �C1• r ;�� FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, I STEP HEIGHTS ECT. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR - a � -� �I� sr . REFERENCE ONLY. I 'qT • i _ _ _ _ � a 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ( I SAWCUT ��''�� '�0&1 '' 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED I I I PROCTOR IN ACCORDANCE WITH ASTM D 1557. LLr �isnrrunnwuo 8'-9" 2'-0' 5'-8" I F2.5 I Christopher ) Sabourin PE I FL P E#71461 I =1 L I I I DATE I I I 1 1 3 F3.0 I I I I So.3 F2.51 I 5 I �, I '00 MM ALTERATON I so.3 I PONTCONTGO 8 ASSOCIATES PRIOR'TCTOR SHALL CONTACT O _SAWCUT _I_ ' I MAKING ANY STRUCTURAL FIELD 1 I ( ! MODIFICATIONS WHICH MAY VARY PAVERS I I I I ' I FROM THE INTENT OF THE ORIGINAL B Y OTHERS I I CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ATES MAY RESULT IN F2.5 ADDITIONALINGNEERING OR INSPECTION FEES. 00 I I III I I 7 I 4" CONCRETE SLA w/ row 0.3 I FIBERMESH @ 1.5 BS/CU.YD. OF CONCRETE OR x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER I I I I F2.5 IN PREPARED GRA E. I I ( s -� I I I I I n ( 5 _SAWCUT i S0.3 r I F3.0 F -� U Z I I Ln �-- rn F F2.5 I I W I W F3. W W I I 5 FOOTING IS AT TOP OF ' " I � I I SLAB.- - 0 PROVIDE 2-#4x4 -0 ( SO.3 I I CORNER CRACK BARS ( - - ' AT SLAB MID-DEPTH. _ Io 5 I SAWCUT - - S 3 V-3� I F2.5 Ln 11 U J I N W 00 PROVIDE SAW CUTS PER 2/SO.3, BUILDER TO COORDINATE WITH FINIS FLOOR MATERIAL. _ I I I I .} $,_ 15,_10 3 I I I Ij ; I J 1 I PAVERS I I i 4'_0' ( BY OTHERS j I I so.3 0 -SAWCUT _I I L S .3 I I _ _ I Li I 10 p = 11 .3 ' L_ I F2.51 _ _ _ _ i I I j i FOUNDATION [L__Jj I I I I PLAN - I I MONO FOOTING TO STEMAL I I 1-wl (2) #5X30" DOWELS 8 I 1 I EPDXIED 6" MIN. 5 I 1 PAVERS S0.3 BY OTHERS I 50.3 I _ 15 L L L DO NOT SCALE DIMENSIONS FROM 50.3 I THESE DRAWINGS.IF A DIMENSION IS - UNCLEAR REFER TO THE j I ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. I I 3 I I I I I I; � I SO.3 10 I F2.5 F2.5 I ( I F2.5 I I I PLAN NAME S0.3 I - - - - - - - - - - - - � - - - - � - - - - - _ - - - - - PAULK RESIDENCE - �- - - - - - L -J L - - - - I DESIGN/DRAWN/CHECKED CS JB LAP L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE 05.11.16 SCALE MONO FOOTING TO STEMWALL S0.3 MONO FOOTING TO STEMWALL AS D NOTED w/ (2) #5X30" DOWELS w/ (2) #5X30" DOWELS LPA No. n FOUNDATION PLAN EPDXIED 6" MIN. EPDXIED 6" MIN. BEET-16-00270 I CONTROL No. r SCALE: 1/4" = 1'-0" IZ SHEET rn . , OFFICE COPYS190 SHEET 5 OF 13 ( SYMBOLS LEGEND ————— DESIGNATES FOOTING LINE s t DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 74%w 1 DESIGNATES SLAP RECESS Lou Pontigo and ——— BEAM OR TRUSS, SEE PLAN Associates, Inc. .000 420 Osceola Avenue jax. Beach, Florida 32250 FOOTING SCHEDULE AND NOTES Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SO CA#3579 TYPE LENGTH WIDTH DEPTH BOTTOM BARS 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. F3.0 3'-0" 3'-0" 1'-0" 3—#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4—#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4—#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4—#5 EA. WAY BOT. 110 s*s 7- NO, 77 w 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE _ T FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. , �C' �, TEF 0 N T 0 4Q 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. �,AR�rfane��u�t� `vv Christopher ) Sabourin PE FL P E#71461 REVISIONS DATE r I � n I Ir - . I Z FlElD AUMAMN m I- 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 8 I FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a SO.3 I F3. ASSOCIATES MAY RESULT IN Z�wL ADDITIONAL ENGINEERING OR INSPECTION FEES. 1 I I I I S 3 I I I ° I LLI UU I I � 5 Ln S�.3 , LLJ LLQ LLQ - - - - I - - - -SAWCUT - 0 C) I I I ► I � I--- I W W $ I I1.4 < �' J I PAVERS I I BY OTHERS S0.3 I 10 I I �- L_ 300 - - - - - - - - - FF 413 s0.3 8 PAVERS S0.3 BY OTHERS ' PAVERS so 3 F I ' F3.0 F3.0 10 8 8 �-3 S0.3 S0.3 I - - - - - - - - - L - - - - - - - - - - - y FOUNDATION PLAN In z r" Z m PLAN DO NOT SCALE DIMENSIONS FROM FOUNDATION P'L.../� THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE SCALE: 1/4" = 1'—O" ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME PAULK RESIDENCE DESIGN/DRAW N/CHECKED CS JB LAP DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 CONTROL No. SH EET . OFFICE COPY S1901 SHEET 6 OF 1 ,3 /1JJ 11/'11VVL_I\ : EACH SIDE. SYMBOLS LEGEND PRE-ENGINEERED g TRUSS. SW 3"/6" .. INTERIOR BEARING WALL. - 2 2X12 F Ak %J X I tmmmt! X XDESIGNATES SHEARWALL. THE HIDDEN a RAKED TOP PLATE. I ---------- LINE DESIGNATES SIDE OF WALL THE , 2x6 SPF#2 ® 16 O.C. ( _1/1 SHEARWALL SHEATHING TO BE APPLIED. 5 S8d NAILING-." 8d O j DESIGNATES 8d COMMONS ® Lou P o n t i o a n d BALLOON FRAMED WALL. 3" O.C. EDGE & 6" D.C. "IN THE U FIELD" Associates, Inc. 3-KINGS & 1-JACK O I DESIGNATES THE NUMBER OF PLY'S OF BALLOON FRAME SIMPSON AB35 I o STUD THIS SIDE OF N I (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING 420 Osceola Avenue WALL.-\ I HEADER. \ N STUDS NEEDED FOR HEADER OPENING. )ax. beach, Florida 32250 FASTENED Ph. 242-0908 Fax.241-9557 w 12-18d J I © cv -- FL:CA# 8344 SO CA#3579 BEAM OR TRUSS, SEE PLAN COMMONS (TYP.}. _ ,�, � H C210-3ll� VERY IMPORTANT NOTE: o � N C) N HANGER. 2-6x6 KING POST W/A U66. 1 �. ANCHOR LEGEND N I Q H U C210.2 I %" A307 DIAMETER FULL HEIGHT CO 1:2 HANGER. THREADED ROD, SEE DETAIL 8/'50.2 J 131 •••••"•e r•"•• t H UC210-3 aL`. " .• 0 � .• SIMPSON AB35 3-KING STUDS = HANGER. V V A307 DIAMETER FULL HEIGHT ;J /�'•r. g X 5 THREADED ROD TERMINATES, SEE • FASTENED (TYP.). N X I DETAIL 8/SO.2 Ak, •� w 12-18d 1 101 I 3-KINGS & N I " �&" A307 DIAMETER THREADED ROD JACK STUD TERMINATES AT FIRST FLOOR TOP -0 COMMONS (TYP.). HI'S I rAT '� {, ' PLATE, SEE DETAIL 7/S0.2 r+q T S D E -O F 1 :.�► HEADER. . %" A307 DIAMETER THREADED ROD ,.••�+ SIMPSON HTT4 FASTENED I 5 OSB WALL f! I TERMINATES AT FIRST FLOOR TOP �, �';NA PLATE, SEE DETAIL 7/50.2 r, L TRELLIS BY BUILDER. w/18-10d I (2)HTS16 (2)HTS16 SHEATHING. �W 3"/fi" N x HTTS w THREADED ROD Christopher ) Sabourin PE COMMONS (TYP.). N � , EPDXIED MIN. P (2)1.75x16 2 OE LVL ______ _____ _ US FL PE#71461 - - - -' - - - - I ., WALL STUD SCHEDULE 5.25x5.25" SIMPSON ABU66 FASTENED WOLMANIZED I REVISIONS DATE PSL POST HUC410 PLATE STUD SIZE LOCATION w/1 2-16d COMMONS. HANGER. HEIGHT & SPACING " - w/ABU66. 911-10 2x4 sPF ® 1s O.C. EXTERIOR MAX 1 BALLOON FRAMED WALL DETAIL EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. S1.1 SCALE: 1/4' = 1'-0" I VERY IMPORTANT NOTE: 3-KINGS & MAX 2x4 SPF#2 O 12" O.C. 00 1-JACK STUD N EXTERIOR 14;_0"T0 2x6 SPF#2 O 16" O.C. 5.25 x5.25 PSL `� I v J THIS SIDE OF 10'-0" » INTERIOR 2x4 SPF#2 O 16 O.C. POST w/ABU66. �- p Q HEADER. MAX INTERIOR 12'-0" 2x6 SPF#2 O 16" O.C. J i SEE DETAIL 1/S1.1. MAX 2x4 SPF#2 O 12" D.C. PElD ALTERATION w p w 31 in unTm LjJ o N 1 Q 0 I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO N Z 1.1 N � 1 N Q I N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. MAKING ANY STRUCTURAL FIELD Q N CONTRACTOR MAY INCREASE STUD SIZE TO MEET MODIFICATIONS WHICH MAY VARY 2 LL.. X x ARCHITECTURAL REQUIREMENTS. FROM THE INTENT OF THE ORIGINAL X I Z I X : I N CONSTRUCTION DOCUMENTS.ANY N FIELD ALTERNATIONS MADE PRIOR TO 1 tC) I Q 0 0 N W 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN BEING APPROVED BY LOU PONTIGO 8 X J I YELLOW PINE. ASSOCIATES MAY RESULT IN > _3-KI GS & N I CX J m I ADDITIONAL ENGINEERING OR N 1 JAC STUD •� 1 N m 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. INSPECTION FEES. n v Ia THIS SIDE OF 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. r H ADER. X SH MINIMUM. EE 2/52.0 FOR ADDITIONAL ANCHORS AT 1 - HUC410 I HUC410 c� N Z HANGER. HANGER. o GENERAL NOTES rn 1. (2)2x4 SPF#2 BEAM ROVE _ _ _ _ N_ TRUSS FT26 ABOVE POST. 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, 2)1.75x16 2.OE LV PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 1 WOLM AN I ZED o I PLIES. i � W 2. SEE SHEET SO.0 FOR ROOF AND FLOOR ((2)2x8-2/2) 12)1.75xl 1 HUC41O SHEATHING SPECIFICATIONS. 6 2.0E LVL HANGER. N L" ► x V ! OSB WALL X N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE CL HEATHIN N N , PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES WOLMANIZED cn 0 SW 3"/6" `J i TOGETHER PER DETAIL 8/S2.0 X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ------ 2 S2.0 Ilmor 1 / c..i o o f I J F TEN TOP OF o = a R DETAIL 6ELf) N HUC210.2 N iz N W Q HANGER. cv �_ �Ile � I PROVIDE MI (2) v LO Q N 0 Li I INTERMEDIATE °- J cv JACKlITUD N W J N `- N L` y-A N Ln N I o N 1 H N 00 X N I ^ m HUC410 J N 1.1.., W HU210 2 > �. HANGER. i HANGER. I -1 law L� � 1 J 1 mcim (3)1.75x16 2.OE LVL X -w- N 0 x WALL. (2)2x6 SPF 2 {2 2x6 SPF#2 N (3 2x6 SPF#2 POST DIRECTLY POST. 1 POST. LOW POST ABOVE. PROVIDE TRELLIS BY BUILDER. SQUASH BLOCKS IN FLOOR N TRUSS FT25 ABOV SYSTEM. 6x6 P.T. SYP#2 POST (2)2x4 SPF#2 1 w/ABU66. SEE DETAIL - - - N I POST. o OSB WALL I 2/S0.1 (TYP.). N I SH ATHING. E- - VSEEJFI T2.0E LVL-2RS LEVEL DETAIL 9 S0. I - i X I N / I (2)MSTA24 It, E ( )2x8 1 I N WALL EN TOP OF I .. qP _Ex I FRAMING (2)1.75x11.875 2.0E LVL SW 3 I 1 HUC410 I x (3 2� 6- / I PLAN 00 HANGER#. I N I �..i DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE (2)2x6-1/1 (2)2x6-1/1 (3)2x12 (3)2x12 (3)2x1 (2)2x12 ARCHITECTURAL DRAWINGS OR (2)2x6-1/1 ((2)2x6-1/1 (2)2x6-1/1 CONTACT THE E.O.R. D \/(3)2x6 FULL PLAN NAME HEIGHT STUDS. ('� SEE 3/S0.1 FOR BEAM 6x6 P.T. SYP#2 POST PAULK RESIDENCE = CONNECTION. (TYP.). w/ABU66. SEE DETAIL 2x6 SPF#2 0 12" O.C. DESIGN/DRAWN/CHECKED r 2/S0.1 (TYP.). FULL HEIGHT WALL. Cs JB LAP DATE Z 05.11.16 rn SHEARWALL NOTE: SW: 3/6 SCALE FI! T LEVEL WALL FRAMING PLA AS NOTED " » SW: 3/6 DESIGNATES SHEARWALL LPA No. NAILING - 8d 0 3" EDGE AND 6" "FIELD" BEET-16-00270 CONTROL No. SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.O SHEET OFFICE COPY SHEET 7 OF � 3 SYMBOLS LEGEND INTERIOR BEARING WALL. DESIGNATES SHEARWALL THE HIDDEN ---------- UNE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d 0 j DESIGNATES 8d COMMONS Sd03"/6" 3" O.C. EDGE & 6" O.C. "IN THE Lou P o n t i g o a n d FIELD" Associates, Inc. DESIGNATES THE NUMBER OF PLY'S OF 420 Osceola Avenue (2)2x8-1/2 HEADER, STUDSNEEDED F R HE DER OPENING. Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 -- BEAM OR TRUSS, SEE PLAN FL:CA# 8344 SC:CA#3579 ANCHOR LEGEND A307 DIAMETER FULL HEIGHT I a THREADED ROD, SEE DETAIL 8/S0.2 " A307 DIAMETER FULL HEIGHT • ++' ; I� THREADED ROD TERMINATES, SEE U; 1 DETAIL 8/S0.2 N 46 ' • VERY IMPORTANT NOTE: " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP � �4' S FT ` I » » PLATE, SEE DETAIL 7/50.2 5.25 x5.25 PSL U.t,••• 0 POST W ABU66. " A307 DIAMETER THREADED ROD eeeeoe ••''••■f '••• / �fi e e (95 e / PLATETERMIN EE DETAIL 7/S000R TOP SI(J IV SEE DETAIL 1/S1.1. nrerutuu�� o AHTT5 w/%" THREADED ROD Christopher J Sabourin PE 0 N 1 EPDXIED 8" MIN. FL P E#71 461 N z 51.1 � WALL STUD SCHEDULE IJ Lf) 1 O LOCATION PLATE STUD SIZE DALE HEIGHT & SPACING 3-KINGS &N EXTERIOR 9'-1" 2x4 SPF#2 016" O.C. 1-JACK STUD MAX D THIS SIDE OF EXTERIOR 01-1 2X4 sPF#2 o 16" .C.g � 1 HEADER. MAX 1 EXTERIOR 1°. -1 TO 2x6 SPF#2 A 16" O.C. In HUC410 HUC410 I HANGER.4� 2)1.75xl HANGER. INTERIOR 10'-0" .'- " 2x4 SPF#2 016" D.C. r INTERIOR 12*-0" 2x6 SPF#2 0 16" O.C. MAX 2x4 SPF 0 12" O.C. I � I HolmRaD A�.�A�6 2.0E LVL 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE CPOONNTIGO&RASSOCATS PRIOR TOSHALL CONTACT u 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. MAKING ANY STRUCTURAL FIELD WOLM AN I ZED CONTRACTOR MAY INCREASE STUD SIZE TO MEET MODIFICATNS FROM THE INTENT WHICH MAY THE RI VARY ARCHITECTURAL REQUIREMENTS. 1 INAL CONSTRUCTION DOCUMENTS.ANY H U C410 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FIELD ALTERNATIONS MADE PRIOR TO C(2)2x8-2/2 2)2x$-2/2 ( )1.75x16 2.0E LVL 1 HANGER. YELLOW PINE. BEING SOCIAT SAPPROVEDBY LOU MAYRESUL N�8 ADDITIONAL ENGINEERING OR 111 4. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. INSPECTION FES. Ix 01 WOLM AN I ZED 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/52.0 FOR ADDI11ONAL ANCHORS AT 1 SHEARWALLS o _j GENERAL NOTES w _0 p 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. O j N SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, " 1 Q \ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. j N 2. SEE SHEET SO.0 FOR ROOF AND FLOOR CL �_ N SHEATHING SPECIFICATIONS. N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N L� 1 1 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 8/S2.0 " W W v 4. INSTALL SOLE PLATE ANCHORS PER DETAIL HU210-2 HUC410 2/s2.o HANGER. 1 HANGER. Ln Ln (3)1.75x16 2.0E LVL (2)2x6 SPF#2 ( POST. 1 F W 1 TRELLIS BY BUILDER. W R 1 S DETAIL 1/SO.2. - `x I N '� VIn N V N SEE DETAIL 1/50.2. � - - - - - � W - - -� 15 X W N - - 00 - - - - _ - JLE� (2)1.75x12 .OE LVL-2/2 I M J SEE DETAIL 9 SO.2. 1 W N ( (3)1.75x16 .OE LVL-2/2 - / 1 (2)MSTA24 X - - - - - - - - - - - - - - - - - - - - (2) x12 (2)1.75x11.875 2.0E LVL N � T HUC410 1 X °O 6x6 P.T. SYP#2 POST HANGER. 1 N W/ABU66. SEE DETAIL I v 0 2/SO.1 (TYP.). (2)2x6-1/1 (2)2x6-1/1 (3, I � SEE 3/S0.1 FOR BEAM FIRST LEVEL D CONNECTION. (TYP.). WALL n r FRAMING r Z PLAN m 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 WALLFRAMING PLAN PAULK RESIDENCE DESIGN/DRAW N/CHECKED SCALE: 1/4" = 1'-0" CS JB LAP DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 CONTROL No. SHEET OFFICE COPY S102 SHEET 8 OF 13 7/16" OSB PANEL FASTEN PERIMETER WITH 8d COMS ® 4" O.C. ROOF TRUSSA. 2x6 RAFTERS ® 24" ALL TRUSS PLATES ARE ALPINE PLATESPLACE GABLE END TRUSS O.C. OVERLAP 9 TO INSIDE FACE OF OSB BLOCKING PANEL TURSSES 12" AND APPROVAL # 1999- 3 So.2 BALLOON FRAME WALL. 1 PER DETAIL 6E/S0.1. FASTEN w/6-10d. - - - - Lou Pontigo and S0.1 ,. ALL BEAMS ARE on CEN TER LVL 2. OE FT33 Associates, Inc. •� B Y B LU ELI N X E15 T420 Osceola Avenue ]ax. beach, Florida 32250 Ph. 242-0908 Fax.241-9557 APPROVAL #FL1 5354 FL:CA# 8344 SC:CA#3579 SPF#2 ALL AROUND. �� „ , (2)2x10 SYP#2 LEDGER. FASTEN TO TRUSSES AND FBM - 1 3-1 . 75 X 16 LVL 22 FASTEN TO STUDS TOP PLATE WITH 10d d- �, COMMONS C�➢ 4" O.C. w/4-Y4x6�� SDS � LL FT32 `r° '�, � IV I•^ ' H AN GER S ON JOB ARE AS FOL OWS scREws © 16 o.c. OSB BLOCKING U N LESS NOTED OTHERWISE ��.;* 7 e00, a SHEARWALL SO'2 * No 1 1 2 PANEL SHEATHING. APPLICATION PART APPROVAL # .LFL: E14 STA - 5 1 - PLY TRUSS HUS26 L10655.24so.o '%,,,!o�rAL"' 1 OSB BLOCKING ATTACHMENT FLOOR TRUSS H H U S 48 L10 447.6 i FASTEN RAFTER To7 I H S1.3 SCALE: 3/4" = 1'-O" r . Christopher ] Sabourin PE 20 w/)/4x6' SPS F L P E#714 G 1 STUD WALL SO.1 SCREWS ® 24' 0.C. S , N SEE PLAN. FT29 DATE CONT. SHEATHING TO BOT. OF OSB BLOCKING ~ FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN TRUSS w/2-ROWS OF 8d COMMON TRUSSES. 2x6 SYP 2 ROOF V23 NAILS @4" O.C. # OSB PANEL ' RAFTERS @ 24' O.C. BLOCKING, SEE V24 I CS16 STRAPS @ 32 O.C. I o DETAIL 1/S1.3. FASTEN TO RIBBON BOARD & I N BLOCKING w/ 2-8d NAILS.-\1 o V25 FEW ALTE'RA'TION CONTRACTOR SHALL CONTACT LOU T 8 (2)M S TA 2 4 PONTIGO I}ASSOCIATES PRIOR TO UCTURAL FIELD CONT. 2x4 NAILED TO EACH ; , PAKC SOLID w/ V26 MODIFICATIONSF�] IANY WHICH MAY VARY TRUSS w/2-12d COMMON ; STUDS TO CONSTRUCTION FROM THE O°CUMEE_NOTSS..ANY NAILS UAI (2)1.75x11.25 2.OE LVL RIDGE BEA ACCEPT HANGER. BEINGFIELD AAPPROVEDBYLTERNATIONS O PPon�r°oa V27 (3)2x12 RAISE ASSOCIATES MAY RESULT IN 11 2x4 BLOCKING B HEAD R. ADDITIONAL EGNEERIG OR , INSPECTION FEES. OF FLOOR TRUSS SIMPSON HTS16 STUD WALL, ATTACH TO FLOOR TRUSS @ EACH FLOOR SEE PLAN. ,.i V26 w/2-12d TOENAILS TRUSS HUC410 (3)2x4 KING POST. ANGER. V251 11 AND 2 BOTTOM w/(4P TRUSS OUTRIGGER SECTION STRAP TCP AND V24 (2)MSTA24 S1.3 SCALE: N.T.S. HTS20 ® EACH TRUSS. F22 (2)2x10 SYP#2 LEDGER. FASTEN lo w/4-YoC SDS SCREWS ® 16" O.C. V23 W 2 OSB BLOCKING PANEL 2 (2)HTS16 (2)HTS16 S1.3 PER DETAIL 6E/SO.1. �0-1 Wa FT26-3PLY Ln 3-PLY 18" LVL. 3-MSTA24 W 1 1 3-MSTA24 S0.1 SO.1 2x8 LEDGER. FASTEN i L.�.� [4TO STUDS w/7-10d F11 OSB BLOCKING PANEL F22 1m ER DETAIL 6E/SO.1. " V J IN IN r `ID F21 Li Ln IL III T1 m m m 177 W00 W7 F12 CV 2 6 SYP#2 ROOF a S0.2 m RAFT RS Q 24" O.C. OSB BLOCKING PANEL m m 0 m a 0 0PER DETAIL 6E/S0.1. F21 F9 :41 POCKET MIDGE BEAM INTO, FT25-3PLY L1_ ILL 1 WALL SUPPORT w/3 2x4 F20(2)2x12 RIDGE BEAM & -HTS16 STRAPS. ROOF 11111AND FLOOR 2)1.75x11.875 2.0E 'LVL R1IDGE BEAM , OSB BLOCKING PANEL d- OSB BLOCKING PANEL PER DETAIL 6E/S0.1. TRUSS LL jjr6 ;,i PER DETAIL 6E/S0.1. (3)2x4 POST.' OSB PORCH PLACEMENT w/2-HTS16 CEILING SEE F19 TOP OTTOM. II I DETAIL 2/SO.2. PLAN DO NOT SCALE DIMENSIONS FROM DRAWINGS.IF A 2x6 RAFTERS 0 24" THESEUNCLEAR REFER TO THE IS O.C. OVERLAP t ARCHITECTURAL DRAWINGS OR 2x6 LEDGER. FASTEN 2x6 LEDGER. FASTEN Li TU RSSES 12" AND CONTACT THE E.O.R. 2X6 SYP#2 ROF PLAN NAME TO STUDS w/5-10d RAFTERS @ 24" OC. TO STUDS w/5-10d FASTEN w/6-10d. @ 16 O.C. ® 16 O.C. 71 11 f PAULK RESIDENCE SYMBOLS LEGEND F1 DESIGN/DRAWN/CHECKED 2 2 ? 1 CS JB LAP H2.5T DESIGNATES UPLIFT CONNECTION. 2SO.2 2 SO.2 SO.1 DATE x6 SYP#2 'ROOF RAFTERS @ 24" O.C. s1.3 05.11.16 SCALE FRAMING PLAN NOTES: OSB BLOCKING PANEL AS NOTED 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE PER DETAILE/S 0.1. H TS 20 ® EACH TRUSS. SHEET SO.0. LPA No. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. BEET-16-00270 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET , LO ROOF AND FLOOR TRUSS PLA EMENT PLAN TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES CONTROL No. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. SCALE: 1/4" = 1' - 0". 1.E LUMBER, STRAP TRUSSES AND ROOF RAFTERS TO BEARING SHEET 5' PPLLACEUCUPS NG (DIAGONALLY ACROSS2.5T CLIPS ON '/DO BLE TOP PLATE NOTE: WITH 2-12d TOENAILS & 1-H2.5T UNLESS FROM EACH OTHER. 1. FAS EN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND OTHERWISE NOTED. OFFICE COPY UPLIFT CONNECTOR, SEE PLAN. S103 SHEET 9 0F 13 SYMBOLS LEGEND 2x6 SPF#2 ® 16" O.C. INTERIOR BEARING WALL. AMM BALLOON FRAMED WALL :r DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE (2)2X8-2/2 SHEARWALL SHEATHING TO BE APPLIED. Lou P o n t i g o a n d SW NAILING: 8d O Ij DESIGNATES 8d COMMONS O Associates, Inc. 8d03"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" 420 Osceola Avenue 5 DESIGNATES THE NUMBER OF PLY'S OF )ax. Beach, Florida 32250 (2)2X8-1/2 HEADER, HEADER SIZE, & JACK/KING Ph. 242-0908 Fax.241-9557 STUDS NEEDED FOR HEADER OPENING. FL:CA# 8344 SO CA#3579 -- BEAM OR TRUSS, SEE PLAN 00 X N ANCHOR LEGEND 2-6x6 KING POSTHUC28-3 Q 0 N ,�`,��,�..: mr�itnn� W 0 X " A307 DIAMETER FULL HEIGHT +s `'� ' �MERr6 W/ABU66. /—HANGER. m THREADED ROD, SEE DETAIL 8/S0.2 , C E: U) S0.2 �Ei" A307 DIAMETER FULL HEIGHT �: N TOP OF WALL z � .J X� THREADED ROD TERMINATES, SEE . 71 1 13' 1DETAIL 8/50.2 - 0 Q HUC28-3 IQ'0 r,l TERMINATESAATRSMETER TiFLOORDTOPD % °000` Lei F- �' PLATE, SEE DETAIL 7 SO.2 •o }k'�`,�/ •• �` 00 HANGER. z J w / 0406, , ° .,.•• 1C11 M U Q a A307 DIAMETER THREADED ROD ,i N o � �4 L TERMINATES AT FIRST FLOOR TOPlip ., PLATE, SEE DETAIL 7/50.2 OSB WALL Christopher J Sabourin PE SHEATHING. OSB WALL HTT5 w/%" THREADED ROD FL P E#714 61 SW 3"/6" SW 311/6" SHEATHING: EPDXIED 8" MIN. 10 40 r�M,11SKM WALL STUD SCHEDULE °AM -5--------------- -- — --- -- -- — PLATE STUD SIZE LOCATION HEIGHT & SPACING W EXTERIOR MAX 2x4 SPF#2 O 16" O.C. STEN TOP QF LLY. Q 0 N 10'-1 2x6 SPF#2 O 16" O.C. QL EXTERIOR MAX 2x4 SPF#2 O 12" O.C. PER DETAIL 6/S0.1. m p EXTERIOR 10'-1 TO 2x6 SPF#2 O 16" 14'-0 O.C. Q V) INTERIOR 10'-0" 2x4 SPF#2 O 16" O.C. Z :D J_ MAX . J 0 `� INTERIOR 12'-0" 2x6 SPF#2 O 16" O.C. F E1.D ALTERA'iION MAX 2x4 SPF#2 O 12" O.C. O Q Z O W CONTRACTOR SHALL CONTACT LOU W0 0 S7UQ NATES PONTIGO&ASSOCIATES PRIOR TO 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL 2 Of MODIFICATIONS WHICH MAY VARY to ZJ W FROM THE INTENT OF THE ORIGINAL W O Q 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION DOCUMENTS.ANY : U 3: CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD ALTERNATIONS MADE PRIOR TO ® Q ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGO& w ASSOCIATES MAY RESULT IN S1.1 N Li �� 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDITIONAL ENGINEERING OR z#z5.25x5.25 PSL YELLOW PINE INSPECTION FEES. CLQ OST W/ABU 66, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. V) 0 SEE DETAIL 1/S1.1. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS LX Q TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. N m SH MINIMUM.ARWAEE 2/52.0 FOR ADDITIONAL ANCHORS AT ❑ GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 2,6 WALL SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER W PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR (3)2X6 SPF#2 POST. SHEATHING SPECIFICATIONS. STRAP TO BELOW W/4—CS16 STRAPS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 8/S2.0 STRAP HEADER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N PER 4/S0.1. 2/82.0 0 O N �� I— V) I ' J X PROVIDE MIN. (2) Q CN 00-%% INTERMEDIATE W W � W STUDS. o < o m Q � w N � W ZV) 00 Ln w m Z � W 00 0 � N I W r/ S0.2 o mem LO J - X. N O Lf) (3)2x6 SPF#2 POST. --\ g SECOND 5 LEVEL WALL FRAMING PLAN 5 L OT SCALE DIMENSIONS FROM G DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE 0 (3 2 / HITECTURAL DRAWINGS OR X CONTACT THE E.O.R. N STRAP HEADER 5 N PER 4/S0.1. x 0 PLAN NAME m—m") —LL= { PAULK RESIDENCE DESIGN/DRAWN/CHECKED (2)2x8-2/2 \/(3)2x6 FULL CS JB LAP HEIGHT STUDS. Vw 2x6 BALLOON FRAMED WALL. V DATE All CONVENTIONAL STRAP WALL To 2x6 SPF 2 0 12" O.C. 05.11.16 SCALE" BEAM BELOW PER DETAIL 3/SO 2. FULL HEIGHT WALL. AS NOTED LPA No. BEET-16-00270 CONTROL No. SECOND LEVEL WALL FRAMING PLAN SHEET SCALE: 1/4" = 1'-0" OFFICE CORY S201 SHEET 10oF 13 I I SYMBOLS LEGEND 12 H2.5T DESIGNATES UPLIFT CONNECTION. So.1 FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. G1 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR As s o c i a t e s, I n c. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT 1 1 / 1 1 1 1 6 w/QT PER MANUFACTURER'S SPECIFICATIONS. 420 Osceola Avenue 5. WHEN USING (2)H2.5T CLIPS ON 1/2" WIDE LUMBER, SO.2 1I 11 1/ PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE )ax. beach, Florida 32250 FROM EACH OTHER. Ph. 242-0908 Fax.241-9557 11 11 /1 /1 FL:CA# 8344 SO CA#3579 010 11 11 11 / 1 000 loc ,Its eq qq 24" O/C 616 s',��;b,. G � '. °• • 461• r • e fili�� ••A-0001# n •• 5 S0.0 Christopher in PE FL P E#71461 �4 REVISIONS DATE - ❑ PINE PLATES =FEW��� G21 ALL TRUSS PLATES ARE AL CONTRACTOR SHALL CONTACT LOU APPROVAL 1999- 3 PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ALL BEAMS ARE o n C E N T E R LVL 2. 0E BY B L U E L I N X FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN 2x4 PONY WALL. ADDITIo�cENGINEERING p IN�NG OR 5 STRAP PER APPROVALFL15354 S0.0. DETAIL 3/S0.2. FBM- 1 3- 1 . 75" X 16" LVL 22' HTT5 w/5/8" THREADED ROD. HANGERS ON JOB ARE AS FOLLOWS 12 FASTEN TO TRUSS w/(26) so.1 16dx2Y2", SEE DETAIL 1/S2.2. , UNLESS NOTED OTHERWISE G18 I A.5 2x12 OVERFRAME APPLICATION PART # APPROVAL # _H qLEDGER. SEE I W 1 ! 1 / 1 ' 1 / 1 A2 ' 1 ' 1 DETAIL 11/S0.1 ------------ 1 — PLY TRUSS HUS26 FL10655. 24 1/ 11 L FLOOR TRUSS H H U S48 FL10447. 6 11 11 '� 11 11 I 2x6 RAFTERS L I `.,■■, �■.�■■� Q 24" O.C. I ilm O r I CIS1 1 I 1 / :AS 41I L41 r I W 620 W mov r Ln K�7 SO.2 L r _-- 00 J W A2 r N M L 2 O r L r 7_277—1 HTT5 w/%" THREADED ROD. FASTEN TO TRUSS w/(26) ;��', 16dx2Y2 , SEE DETAIL 1/S2.2. PRE-ENGINEERED UPPER ROOF 1 1 1 1 1 SIMPSON HTT5 HOLDOWN ROOF TRUSS. 1 ! 1 ! 1 Al 1 1 / 1 ! Gig/ 1 / FASTEN TO TRUSS •• FRAMING w/(26) 16dx2Y2„ PLAN 1l 1l 1 ! .• 11 I1 V 1/ 1/ i/ 1/ •. 5 /1 11 Il 1 01 1 so.o i t 11 / 1 TOP PLATE ' 1 1 1 / 1 ,� 1 1 `I / 1 1 1 ! 1 DO NOT SCALE DIMENSIONS FROM ! 1 1 ! 1 THESE DRAWINGS.IF A DuvIENSION IS / 1 ! 1 I 1 UNCLEAR REFER TO THE son= IPARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 1 1 2x6 RAFTERS ® 24" PLAN NAM E O.C. OVERLAP PAULK RESIDENCE 5 TURSSES 12" AND POST PER PLAN. DESIGN/DRAWN/CHECKED So.2 FASTEN w/6-1Od. Cs JB LAP • DATE _ 5/8"0 THREADED ROD. ' SIMPSON HTT5 HOLDOWN 05.11.16 • FASTEN TO TRUSS SCALE w/(26) 16dx2Y2". AS NOTED TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES LPA No. UPPER ROOF FRAMING PLAN BEET-16-00270 SCALE: 1/4 = 1'-0" 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING NOTE: WITH 2-12d TOENAILS & 1-QUICK TIE HA4 UPLIFT CONTROL No. 1.FASTEN ROOF TRUSS TO TOP PLATE w/2-12d TOENAILS STRAP OR 1-H2.5T UNLESS OTHERWISE NOTED 1 HTT5 CONNECTION DETAIL SHEET AND UPLIFT CONNECTOR, SEE PLAN. �.2SCALE: 3/4" = 1'-0" OFFICE COPY S202 SHEET 11 OF 13 ; SYMBOLS LEGENDF711 INTERIOR BEARING WALL. mm DESIGNATES SHEARWALL. THE HIDDEN --------- LINE DESIGNATES SIDE OF WALL THE Lou P o n t i g o a n d SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d O j DESIGNATES 8d COMMONS O Associates, Inc. 84 3" O.C. EDGE & 6" O.C. "IN THE FIELD" 420 Osceola Avenue DESIGNATES THE NUMBER OF PLY'S OF Jax. Beach, Florida 32250 (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING Ph. 242-0908 Fax.241-9557 STUDS NEEDED FOR HEADER OPENING. FL:CA# 8344 SO CA#3579 -- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND '00wn 0111 4 A307 DIAMETER FULL HEIGHT ,o `"�•• X THREADED ROD, SEE DETAIL 8/S0.2 . °•'�C' Vo $� " A307 DIAMETER FULL HEIGHT X THREADED ROD TERMINATES, SEE DETAIL 8/S0.2 ■ ' 307 DIAMETER THREADED ROD J3 _ TERMINATES AT FIRST FLOOR TOP �0�•.• J PLATE, SEE DETAIL 7/SO.2 •. QA307 ER . �V TERMINATESAATTF RSTHFLOORDTOP D ���� �NAL PLATE, SEE DETAIL 7/S0.2 Christopher J Sabourin PE HTT5 w/%" THREADED ROD FL P E#714 61 - EPDXIED 8" MIN. WALL STUD SCHEDULE WVR0M DATE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. QL MAX 2x4 SPF#2 O 12" O.C. EXTERIOR 10 1 TO 2x6 SPF#2 016- O.C. 14'-0" 0 0 INTERIOR 1 MAX" 2x4 SPF#2 O 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 O 16" O.C. Qr FlEW ALTE72A11M MAX 2x4 SPF#2 O 12" O.C. (2) x1 —2/2 S1� molm CPONTIIGGO 8 ASSOCIATES PRIOR LOUCTOR SHALL CONTACT 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION DOCUMENTS.ANY CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD ALTERNATIONS MADE PRIOR TO ARCHITECTURAL REQUIREMENTS. BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDITIONAL ENGINEERING OR STRAP HEADER YELLOW PINE. INSPECTION FEES. PER 4/S0.1. O 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. \ J 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS N Q TO CONCRETE SLAB w/15d MASONRY CUT NAILS O 16" O.C. I 1 3.1 MINIMUM. SEE 2/52.0 FOR ADDITIONAL ANCHORS AT N X ® F- SHEARWALLS 04 �. GENERAL NOTES � w 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. J SEE WALL STUD SCHEDULE THIS SHEET FOR STUD J cx L SIZES AND SPACING. AT GIRDERS AND BEAMS, N PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 01-*% PLIES. N .._. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR y SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 8/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 0 co X K 04 C4 U1 11 N V) i v LLJ4 5 A .4.-j Ln 5 (2)2x6-1/1 5 5 CONVENTIONAL STRAP WALL TO TRUSS BELOW PER DETAIL 3/S0:2. 00 CONVENTIONAL STRAP WALL TO W TRUSS BELOW PER DETAIL 3/S0.2 . mem GARAGE SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" GARAGE SECOND LEVEL WALL FRAMING PLAN 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 PAULK RESIDENCE j DESIGN/DRAWN/CHECKED CS JB LAP DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 CONTROL No. SHEET OFFICE COPYS263 SHEET 120E 13 I 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. H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0• $ Lou Ponti o and 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Assoc i a t e s, I n c. 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 PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE_ Jax. Beach, Florida 32250 FROM EACH OTHER. Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SO CA#3579 s`��`♦♦• �` o♦ rte{ s% � �4 No. ? — • s TAT Int I v OR, i i � ���{{ ♦♦sem•+iu■■ • `,e N Christopher J Sabourin PE FL P E#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 5 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 0.) FBEING APPROVED BY LOU PONTIGO 8\ /-`1 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR ALL TRUSS PLATES ARE ALPINE PLATES INSPECTION FEES. APPROVAL � 1999- 3 -" rl 2 ALL BEAMS ARE onCENTER LVL 2. 0E BY BLUELINX oo S0.1 APPROVAL #FL1 5354 - FBM - 1 3- 1 . 75 X 16 LVL 22 W HANGERS ON JOB ARE ASFOLLOWS _ _ r UNLESS NOTED OTHERWISEo W W o -- W " APPLICATION PART # APPROVAL # 1 - PLY TRUSS HUS26 FL10655. 24 (f� " 3. FLOOR TRUSS H H U S48 FL10447.6Ln W W -__ c _ o 120.1 S -. ,— " Lr 5 S0.0 ARAGE ROOF TRUSS PLACEME T PLAN TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES CALE: 1/4" = 1'-0" OTE: 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING D q .FASTEN ROOF TRUSS TO TOP PLATE w/2-12d TOENAILS WITH 2-12d TOENAILS & 1—QUICK TIE HA4 UPLIFT GARAGE ND UPLIFT CONNECTOR, SEE PLAN. STRAP OR 1—H2.5T UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT I PLAN DO =ADMENSION NSIONS FROM ;1 THESIF DIMENSION IS TO THEARRAWINGS ORE E.O.R PLAN NAME PAULK RESIDENCE DESIGN/DRAWN/CHECKED CS JB LAP { DATE 05.11.16 SCALE AS NOTED LPA No. BEET-16-00270 j CONTROL No. j SHEET OFFICE COPY ;i S2,04 SHEET 130F 13