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Oceanwalk Drive 2261 OFNG BOUNDARY _ JRVEY TITLE SHE F R fH Y ALLY BE= HQE����oNs ®Y MAP SHOV _ z� CK AS SHOWN ON MAP OF LOT BLOCK _ 7� 1tt./ 7��' OF THE PUBLIC RECORDS OF DUVAL CO., FLORIDA WINDOW INSTALLATION (METHOD A-1 ) • OON M SPACE FIRST R" AS RECORDED IN PLAT BOOK_ PAGES � - GENERAL STRUCTURAL NOTES •• •.. FOR: �/G'!r'f�I�✓ f ��T.yEN'J WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. • OONDITION �� FLOOR FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. • OOND112 THIRD. 1. Codes: Florida Building Code 2004,American Concrete Institute,American UNCONDITI SPACE 3 5 2� F T ' LO !' SECTION A • ACE' Z 7 STEPS THROUGH WNDOW JAMB Institute of Timber Construction and American Welding Society. . LOT AREA( UDING WL=TI,AHD.S R BODIES OF WATER QMI WATER SHEDDING FASHION. Q r I G STARTING AT THE BASE OF 2. Live Loads: STRUMRE AND NUMBER OF THE WALL k WORKING TOWARDS THE TOP. INSTALL THE WRB SEALANT 8E Roof: 20 psf MEAN ROOF NGT. 2'��-ti s ��f !S TO THE FACE-Of HE e`' J ATHING, BEHIND MOUNTING Second floor: 40 psf NUMBER OF -2 J �>7's �� 141/_q SNE FLANGE. Stair: 40 psf t c� •I, ~ ®APPLY SILL FLASHING �rJ �• _�_ APPLY BEAD Of SEALANT x C p �l J�O FLANGGEE &SETANWINDOW USING 1 �l PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO 3.Wind Loads: 'r• r� � �� ,�h FACILITATE INSPECTION. OPENING. APPLY A 3�8;� NOM. ROOFING(MA• .• SHALL MEET'THE REQUIREMENT'S OF CHAPTER iS, APPLY BEAD SP.SEALANT AT DIA. TO THE BACKSIDE -�-�' See Wind Load Notes FLORIDA BUILDV4 CODE). • r �• �_� 0` SIDE JAMBS. EXTEND 8 1e2;" INTERIOR) OF THE WINDOW . P a ►/ t APPLY JAMB FLASHING ANGE. IN LINE WITH ANY ROOF.UNDERPAYMENT-ASTM 4869 TYPE i �OrE!•,• �� 1 �'G�` �_ - r'iP 0/ or. l APPLY BEAD OF SEALANT PRE-PL04CHED HOLES OR SLOTS. r �,, Q fr�,n�� �,rs� r�"` V AT HEAD FLASHING 4.Allowable Soil Bearing: 2500 psf sE,4,P/.t/Cf BA1Eo Or✓E •�/ .� a ?. 5 ,•�,r�Pi� r ti �' �1 APPLY HEAD FLASHING • ROOF FLASHING-.26 GUIKiE MATERUL FOR DRIP,RAKE,CAP,& . .' L rn� c �.G u ti VALLEY /i✓f of o�E�i✓A.-.���e' or/rE "' 3� '� 1 G�4/,P�' s� c. SEALANT BEAD BETWEEN 5. Soil Compaction: ROOF MA - NlEJfT 0E/NG Al/f t6�/�H! qh q�� ti %� �� �h �� ®JAMB FLASHING AND MOUNTING • h' �, �. 1 APPLY CONT. SEAL TO THE MOUNTING Soil under slab on grade and foundation shdlt be compacted to 95% a FASTENING REFER TO STRUCTURAL SHEETS (/I✓oE�G�AU/✓o ���/OVE/Yfi�r! �� jR� l� FLANGES AT THE TOP (HERO) AND modified proctor max. dry density(ASTM D-1557). a r .: /F.I/✓I' il/O!'L/rrlPfD O� C �O TO LAY SIDES (JAMBS) OF WINDOW., EXTEND ! :: r•- _ . . -- �� I• REMOVE PREVIOUSLY APPLIED SEALANT AT JAMBS 0 1 ABOVE } //�� APE, ALL THE R.O. AT HEAD. EMBED JAMB M..,.I f'/i/i'I✓I✓ m y •� / k AI• 1r FLAT OVER HEAD FLASHING. 6. Materials: _. ..►� "_ ®APPLY NEW SHEATHING TAPE FLASHING INTO SEALANT AND • TY VI EIEI�A/�o.✓1• B.ltEo ON N. r✓�r! 'x�` t OVER DIAGONAL CUT - SEE FASTEN MI PLACE. (FLASHING !. ^ D DIAGRAM. GOES OVER SEALANt. Concrete(Normal weight-28 days) 3000 psi w W b • UN-PROTEC� A GfooErir edrfrle,4Z a4rv�. ` ` Reinforcing Bar ASTM A615 Gr 60 °° o II o f '^ UN� 0 M OF/�I9 •f y0�' ry •' j�/ : , ,� CURE WRs Welded Wire Fdbnc ASTM A185 O AIR vis ora G 1 .t~Er•/�,v�i✓G ,,��«s `-s _ ' I ��• ATHEAD Hollow Load Bearing CMU ASTM C90, Gr N-I N w000 Wo ,. .vor s,yo�✓,✓ k \ %• + ,�� Anchor Bolts ASTM A307 or A36 REFER T13 THE _QRAVYiNGS FOR.THE WIND LONE INFORMATION. ALG l.4 t5 f/Ru kj, 9 Pe ✓�o Wirr( AT �iPSr At.lr c,9Aj rrcr' nj,6u �& L� /' r ' �`L'o rho. �_ -' �'�1�a TENNDNScf BEYYOONND Welds AWS E70 or E60 O � r �vuPi1v �MAJ/TA &Air AG A/r5(�� / C,� ti .rte. ''oT �'T ��b JAMB FLASHING. Wood Member for Beams g Posts 92 SYPPRO] 4 Al i55G 7f, D rcn 0 O® -2 S- Qj, p ,a r/��s Sue ti' /t� �� a� Pix ,�,�y �� .s ,�, �+, ,� / for Studs2 SPF or better . APPROXIMATELY3�ds+ FEET FROM TME COASTXI..C�NSTRUCTION. UV ,/ no: J1/N L� �• 4 ti r +I OHEAD FLASHING Microllam 1.9E ' V = HEAD Fu►sraNc ACANNNsT oA � ti Et E�SE,uEN 7-lz R �, ✓vG• z 7<., /01 h�'(�'. s.,- �`�or, a��o b� EMBED BOTTOM OF THE _ � 413-1 �^ o �-r- �' �-•- ° THE PREVIOUSLY APPLIED ,'Y;CO✓cA*AgA0S (,QESr�r-- / ° ^"•� �9c ` �° t°1�� SEALANT `FL �MC ooEs Wind Load Nota: Cn 7/D��S-(),e VX Gi4i rr 1 .o �,�s. b h SEALANT NEAP FSEEXTEND '� 1 �I'r1- g►NEE'T, �7�2VE`( Pl.�►!J . PC 5 ? 1 - °� � ••-• 7 '� EACH JAMB FLASHING. �� ` o k FASTEN IN PLACE. Codes: Florida Building Code 2004 and ASCE-7-02 I D t TE� . ' - r, 4% q.Q �� :r k�. ng YV W PTS► 1.., tel, SGT. ND , `t1 ® Debris Zone _ �"f P UGT• t�d"1' t F ce-r*I l.. ,q BB.PEY�ilr�oNs Basic Wind Speed: 120 mph end-Rome ) 4 r A A' 1 3 Isl. lL PL.�h1S, U N C�k1'1- 4� PLA r4 ° 0 1 Wind Importance Fatter: 1 = 1.0 Building Category: II Nr ► 114& p j..&.I I••' � ,IG [� L/�E�✓JED S�/s/NEI! G, h�. �,4 erg FD. fO�I�✓O MB FLASHING A ; 'rs-+�`� '�pG 5 oc` 4/ �b 1� /.P //OIV P//f EXTEND JAMB FLASHING Wind Exposure: _ . I TO OVERLAP SILg STI o rel . 1, a 1 4 n � I�il�I T FLASHING. EXTEND 1,, I � � � � JAMB FLASHING a 1/2;- Enclosure: Partial Er►closed Building . �•�� --�,,r /. I EL. ELE�'�r/O�t/ OPENING AT HEAD. JAMB TUCK TOP - SEALANT OF Internal Pressure CoeMclll�nt GCpi= +:55 or -.55 r 'i G. co✓ UNDER THE FLAP - ��'F " '• �� HEAD SEEWRB TDIACE�RAM. 1.ENERGY TIONS Wind Pressure to Windows/Doorw -9 2.TRUSS RING 9` 1•� SILL FLASHING _ .r`?!. ti SHIM AN ADJUST 1NMNDOW TO ACHIEVE SQUARE. p �r� /fr• , ✓ r� RO/SE�r S Jqq �`/'� PLUMB. AND LEVEL CONDITION. USE CORROSION End Zone=6' . S' s "� �' C.`Q f 1 (D RESISTANT FASTENERS. FASTEN WNDOWS PER �� J/ A/go,14/A/t 00,fr[f ae evNP��� ' WINDOW MANUFACTURER SPECIFICATIONS. / +' div r�.�� ��?�ritfft, dR AS � r>r>r * ` Zone Effective wind slrea(8fl Wind loads(Dsfl ADDITION TO SINGLE-FAMILY DWELLING �Z_ ,r �.� c�;fe►ss,q r `,j•-r OCCUPANCI!MCI"- WEATHER RESISTANT Date.. David L:l�.l�mpp � BARRIER (WRB) Positive Suction ������ . '7- c i C Ao •„l r,rc l: ldn,. FL Prafodmal SAuveyor and4�er 23S7S AT A 4 ANGLE. CAREFULLY CUT THE Interior 10 +41.0 -43.6 t 7� ,E' ✓(� () S� S DECREE Z 3 - �-cew rif/EO /3-K golmR r A•/ nAidrt-6 Ruben hCAnenA=mres LB.Nu. 0.104 BARRIER ON A DIAGONAL. GENTLY RAISE THE 20 +39.5. - -42.2 ,AIC. - q iA/4 �L?C-A1OE•D Tn 00-/uK/ C'/i�A/Gt5 TOP EDGE OF THE BARRIER UP AND TAPE THE - A� �t�/ !, l Lial ss A bms the si jmtwe and the ari&W raised:cal of )e' i-1416,/ .t-�n��/Eu/5 �o43a/- 90244 4.5.5 F.Fi• (.04:4z(P A1r TOP CORNERS AND CENTER TO THE EXTERIOR 5O +37.7 -40.4 a Florida licensed owveyw and owar.�nwirepen WRB SURFACE ABOVE. ♦ -38.9 ' �•✓.r� fc%�r�r s ii ss, w a s / 100 36 3 A FOUNDATION V!Y SMALL BE OERFORMED Alb A COP',OF THE a fel.✓o rrro,✓ fv.IrEr i/B•1O, wo. IV_f 1*Ix--I+f1, fs N'f1/>ri i's for infartn 6mal PWP"W ady ,rads oa valid. SHAD.BE ON TH SITE FOR THE BUILDING AM OR ALL INTERIOR VIEW End zone 10 +41.0 -51.6 PROPERTY. SHALL BE EXPOSED AND A STRING STRE`TCMED FROM TOP LEFT CORNER OF WINDOW 20 +39.5 -48.8 MARKER TO TO VERIFY REQUIRED SETlAw. .. _ . 50 +37.7 -45.1 100 +36.3 -42.2 ARcr�rnT= ' OVERFRA1rIE W/ 2"x6" SYP No.2 RAFTERS A 24' OC. W/ 2x6 SYP No.2 COLLAR I {: CDX PLYWOOD TIES W/ 8pcs-12d COMMON BUILDER ROOF SHEATHING • NAILS EACH END 0 24" OC. THE NATIONAL 1 ROW IOd " 2"x8" 'SYP No.2 LEDGER, 1. ALL WORK SHALL BE TH WITH ELECTRIC CODE • ��0� COMMON NAILS FASTEN LEDGER TO ROOF ® 3" OC THRU PLYWOOD DECK w/ *INDICA, PRo�cr LOCATION Z� 2. LOCATE ALL RouGH-IN BOXES SUCH THAT WHEN DEVICE �y 2-- 12x3'/4" ROOF GRIP � THEY WILL CLEAR ALL TRIM BY 1 INCH. 1- DIA. WASHERS 0 &a�j COVER PLATES ARE INSTALLED SCREWS W/ (MIN) ' AT EACH EXISTING TRUSS RECESSED LIGHT 3. PROVIDE DIMMER SWITCHES FOR ALL b INTERSECTION ON DRAWINGS. FDLTURES AS SFN04MN 1 pc SIMPSON H2.5 4. PRE-WIREFOR b T.V./TERMINATING AT BACKBOARD W/ 8-.8d COMMON NAILS i !!s IMrM �,�� T&EPHM��• - FROM RAFTER TO LEDGER � '• •' S. Pm-WIRE FOR SECURITY sYST�M. GER DETAIL AT O VE R F R A M I N G RAFTER LEDGER 6. ALL LIGHT'FDRURES SHALL BE L Mom BY ELECTRICAL - APPROXIMATE t SUBCONTRACT011ts. ++a + LOCATION s 7. ALL PANELS SHALL HAVE TYPED INM 5 IDENT'IFYING-ALL CIRCUITS. City of Atlantic each SIMPSON A35 HURRICANE Planning end Zoning Department •• � • This approval verifies tsorrlptiance with applicable Be PROVIDE ADDITIONAL SERVICE b SPARE CAPACITY FOR - 2"x8" SYP No.2 •. CUP, SEE UPLIFT fait • . RIDGE BEAM CONNECTOR SCHEDULEL. SPA b SWmMMING POOL.. - !o zoning. Subdivision and other local land " " development regulations, but does not constitute !!o 1111111411 + DUPLEX RECEPTACLES 2x6 SYP No.2 OVERFRAMING "a MPN approval for the issuance of permits. Compliance g, UNLESS SPE(IFIGU'Y NOTED dll�� O'24" O.C., SEE ROOF - , with Florida Building Code and all other applicable SHALL BE MOUNTED AT+le"AFF,,SWTTO*S AT+4e"AFF,AND+1" RAFTERS tical, State and Federal permitting requirements (�)jIBOII,IE ppUNTER SPLASH U.N.O.ICT�• I •• FRAMING PLAN. � !!a aMPM COUNTERS- must be verified by signature of the City of Atlantic I -1 J Beach Building 4fficiai prior to the issuance of a .,� r !20 MPl1 10. USE(1)"OUR RATED READ LIGHTS ON ALL FLOORS OR Building PNlrmit.Approved SURFACE MOUNTED FDCT11RE5• ' f 2�mun ve o ment Nrector ' Dote: l/ /(� +�& ARC- FAMT IN: REVISIONS BY i COT 42, Ito I i i i i i V i o 2 • ✓ p6 ' x Co Chi �.,. W/ w�,t YV 1A .w,� �. oto 1swi1' __. -- '� i -- 1Y _ oN S t�lloL� _i`�I N 1 'r'i.l�G► 1?-DI�t� , t`I plW pt�GK _ OhI G 111 Ltfa �IAP'GR.. �7A4.�JEe„ OoP 44H VP1Z40 - - �.. roor T. W/ ep4oxi (-T-f �a -� '�a ��• - 9+4 ez Oct _ ' �i M 1!•-ICS __ Q GvA ZA o►S , i oW' __ �lC> TCa�,.�''Y C� .K ca I��t'.. _ Dt1I~�� �C?t4 �r.r � •rrr�rr�.r�rr..�.�•�r�.i�rr�rr��rr I i :f �� -.�ttiT'tt-QCs tit til�t-QCs► 4. a AA>-K7 _ de _... D. , coo aK.W/r4 7 LVL PP.&tA*P t -0)4 9_ - jgA !1�10^t4r Mp pg* IL � I 4 �► I I o ..� DRAWN A wr O cp L.-& aUft g� C71�J of Gi Cl t4 fit•oit �1• 0►1' h►�►� , CNECKEO c)-ep 0 DATE SCALN �. R: X1 -y?•IPc* WA.L - .._... JOB NO. fSHUST ffAIZ71AL F=LOOK FD�A� e... 1/4'f i 1' rc? j� OF Nic _ .. •p MMIKA- MOL REVISIONSBY Via . Y: I &{ �S .._.� _ Cn z .h= C) Li CD ,tri -- I WALL FIN 1711 h R 'r-jcclrre w r vows rwo►'rGN _ ,P& 1 E� V4' F� I 60H T �51 015 1!�L,E-,'VAT 16 i--J -77 1 f l g. I } a 1 I r } A-1 �r cq E DRAWN CHECKED 1 DATE I• ¢ -OCR JOB NO. SHEET t I V4T---- j-, M-" I OF SHEETS A MWWXU INM1RA87 NO.166A-2406- I k v� REVISIONS BY l sSi 14; T;�1yy Y Y� _�oa't� '1`0 ��t•��►11J. _ COMA IZ. 1I% v 14 `! OA COT O -��p�►i tZ I� .�;r.c��rte, . - - � _- �2� -�x�.�f P tea•� �V � G'� A uooee. _1 cls as Trt,.e n1 CoWUT 5W ptIIIII _Z0. i&"4•G - IH CsL•G tgw I i ._4bela kK-wo Tl oi4 in id)_44 ,AtZP1 �pl,-AOK o1z -.. LUG'1'.-.._- 1��Mihl Opti► w� .�. _..�kll.ti �� a i i 10 Way i� � I� apc)cl =.2'+&l r.or. m °"rte ...PIA- l/2 0211�, X I/ 1N,o►SHE t�ofvsr. Pt�r*l'L° -ro J"w W/ _ ++ �� o. tt�,d. = .� �o�!talc.► ljj� . . l�rt�lJGi �oU�lD,��o , _.y �_._.._.._.. 1 f 1 i ��...DRAWN CHECKED Ta. DATE 1- Igo-I �SCA 000 45 JOS HO. SHEET i OF SHEETS Damiano Long Consulting 9 nears 2223 NERSCHEL ST. JACKSONVILLE, FL 32204 TEL (904) 387-0889 FAX (904) 387-0899 Mir 1;t li: F4 E Bosco cusronn HOMES, INC. SITE LOCATION INFORMATION 2158 MAYPORT RD. ATLANTIC BEACH, FL. RESIDENCE NAME: CASTRONOVA SITE ADDRESS: 2261 OCEAN WALK DRIVE ATLANTIC BEACH, FL COUNTY: DUVAL COUNTY SCHEDULE OF REVISIONS CURRENT ZONING: ATLANTIC BEACH CONTRACTOR: BOSCO CUSTOM HOMES, INC. s CONTRACTOR ADDRESS: 2158 MATPORT RD. ATLANTIC BEACH, FL 32233 S CONTACT: TODD BOSCO 904241-0320 4 3 1 0 02117/06 ISSUED FOR REVIEW REV DATE DESCRIPTION OF CHANGES Nb. DRAWN BY: DCS CHECKED BY: GWG CODE INFORMATION SCALE: NTS JOB N0:03-06406-017 FIRST ISSUE:02117/06 PRINT DATE: 02/17106 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF THE"FLORIDA BUILDING CODE, RESIDENTIAL EDITION". AREA TABULATION LOAD TABLE pringe\Local snrn.\T.mporarr mt«mi r�\c�tmues\EsmwHzx\mrmwv�..m.xi tIIyn DIMENSIONS: THIS SITE IS EAST OF I-95 AND IS IN THE WIND-BORNE DEBRIS REGION. OVERALL DIMENSIONS:TAKEN FROM EXTERIOR WALLS THE STRUCTURAL THEREFORE IN DESIGNED AS PARTIALLY ENCLOSED INTERIOR DIMENSIONS:TAKEN FROM STRUCTURAL AND DOES NOT NEED OPENING PROTECTION. 95 MEMBER(STUD OR BLOCK), NOT SHEETROCK. 118 MPH DIMENSIONS ARE IN SQUARE FEET., 1ST FLOOR 202 ROOF LIVE LOAD 20.0 PSF 2ND FLOOR 85 ROOF DEAD LOAD 7.0 PSF TOTAL ENCLOSED 1052 CEILING LIVE LOAD 10.0 PSF 9 120 MPH ATTIC/GARAGE 352 CEILING LIVE LOAD STORAGE 30.0 PSF PORCHES 0 CEILING DEAD LOAD 5.0 PSF APPROXIMATE TOTAL COVERED 1404 FLOOR LIVE LOAD 40.0 PSF LOCATION CASTRONOVA FLOOR DEAD LOAD 10.0 PSF WIND LOADS:ASCE? 120 MPH WIND. 775 MPH EXPOSURE s 03-064-06-017 2261 OCEAN WALK DR. IMPORTANCE ,.o ATLANTIC BEACH, FL BUILDING CATEGORY II PARTIALLY ENCLOSED BUILDING: SHEET INDEX INTERIOR PRESSURE COEFFCIENT 0.18,-0.1810 9 DRAWING TITLE: ROOF PITCH VARIES SNS T SHEET DESCRIPTION 110 MPH 779 MPH O. COVER SHEET T-, COVER SHEET COMPONENT AND CLADDING 105 MPH 115 MPH S-, FOUNDATION PLAN DESIGN PRESSURES 95 S-2 GARAGE FRAMING PLAN 120 MPH S-3 PORCH FRAMING PLAN EFFECTIVE AREA,SF EFFECTIVE AREA, SF EFFECTIVE AREA, SF DRAWING SHEET: ST-1 FRAMING DETAILS 0-20 33 -41 33 -35 ST-2 FRAMING DETAILS 20-50 31 -37 31 -34 50-100 30 -36 30 -32 mr 100-200 29 -33 29 -31 SHEET NO. 1 OF 6 DUVAL COUNTY WIND SPEED LINES GEOFF W. GARTNER, PE 2117106 FL PROFESSIONAL ENGINEER YC.N 58328 FL CERTIFICATE OF AUTHORIZATION 926161 Damliflo � long g nginee rs GENERAL NOTES onsu 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE7. 2223 HER8CNEL ST. ALL LATEST EDITIONS USED. JACKSONVILLE9 FL 32204 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEL (904) 387-0889 FAX(904) 387-0899 16'-0" APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE O PLANS. CONCRETE NOTES 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 2500 PSI AT 28 DAYS. BOSCO CUSTOM 2. 6X6 W1.4 X W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF HOMES, INC. SHALL BE LAPPED 8". THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF 2158 MAYPORT RD, WWF. MINIMUM FIBER LENGTH = 1/2". 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB ATLANTIC BEACH9 FL. SHOULD BE POURED OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON PRIOR TO POURING. 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELEfRIOUS MATERIAL. SOIL MUST SCHEDULE OF REVISIONS BE COMPACTED TO 957o MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. O5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO 1 ASTM—A615. ILL 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR s DIAMETERS OR 24", WHICHEVER IS GREATER. 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 4 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; S 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 2 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE I PRIMARY REINFORCEMENT. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY MANNING BUILDING 0 02l17/06 ISSUED FOR REVIEW SUPPLY SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS I CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF N� (2) #5 REINFORCEMENT, SPACED 4' O.C. HORIZONTALLY. DATE DESCRIPTION OF CHANGES I RECORD. � PLACE AS DIMENSIONED. DRILL AND EPDXY DRAWN BY: DCS CHECKED BY: GWG REINFORCEMENT USING SIMPSON SET ADHESIVE, MINIMUM 10. STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT ENGINEER EMBEDMENT INTO EXISTING AND PROPOSED FOOTINGS IS 6". I OF RECORD IF STEMWALL WILL EXCEED 6 COURSES IN HEIGHT. SCALE: NTS JOB N0:03.06406.017 o 11. STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. FIRST ISSUE:02J17/06 PRINT DATE: 02117/06 I N 12. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS Z 6x6—W1.4 x W1.4 WWF LOCATED FROM FROM THE CENTER TO FINISHED GRADE 00 '�6 � THE UPPER 1/3 OF THE SLAB CASTRONOVA ��X/<� CLEAN FILL COMPACTED TO FOOTING00 PSF BENEATH 2261 OCEAN WALK DR. �-- 6 MIL VAPOR BARRIER OR ATLANTIC BEACH FL OPT 6" BRICK SHELF EXTENDS 4- � EQUIVALENT WATERPROOFING � 1 I FROM GROUND SURFACE TO BOTTOM OF FOOTING. 6 X SUBBASE A�NDPFOOTING/SLAB SEE FOUNDATION PLAN DRAWING TITLE: FOR BRICK LOCATIONS SEE REINFORCEMENT SCHEDULE FOR BAR SIZE AND PLACEMENT FOUNDATION INSTALL PA51 ON EACH PLAN sioE of GARAGE DOOR. REINFORCEMENT SCHEDULE INSTALL PA51 ON EACH n SIDE OF GARAGE DOOR. �-� (QTY) SIZE STORY WALL ABOVE, X J � � (2) #4 12" (1 STORY WALL) DRAWING SHEET: (3) #4 16" (2 STORY WALL) (3) #5 20" (3 STORY WALL) -3'-5�� � 9._0„ � 3,_�„ � OSECTION GARAGE EXTERIOR WALL CURB NTS FOUNDATION PLAN SHEET NO. i of s 3/41t 0-011 i l GEOFF W.GARTNER, PE 2117106 FL PROFESSIONAL ENGINEER WC,iF 39328 FL CERTIFICATE OF AUTHORIZATION #26161 Damiano Long Ton—suiting suiting Engineers EXTERIOR ZONE (TYP) a=3.0 FT ------ FRAMING NOTES AND LEGEND • � • • ' 2223 HERSCHEL ST. � � TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, JACKSONVILLE, FL 32204 UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. TEL 904) 387-0889 FAX 904 387-0899 � I i � f ( ) LAP TOP PLATE L-- -- – – �� HEADERS: INTO EXISTING WITH I ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE (4) 16d NAILS. L---------- i ��� CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF • I q� 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB i `L+ SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL ON SHEET ST-1 FOR i I FASTENING SPECIFICATIONS. N I I � NN HEADER NOTATION IS: a L-------------- � , I • I P� NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS I I I (3 I 'OI + (2) 2x6 2: 1 2x6 RAFTERS AT 24" BOSCO CUSTOM ' �- . ., HOMES INC. 2x8 RIDGE OCTYP ALL BEAM � � NUMBER OF CRIPPLE STUDS � en I • ISIZE OF DIMENSIONAL LUMBER 2158 MAYPORT RD. I � ATLANTIC BEACH FL. PORCH/GLULAM BEAM ' I ' w I cV 2x8 SLEEPER i I �� COMPONENT AND CLADDING EXTERIORZONES co I NOT DRAWN TO SCALE • i I N SCHEDULE OF REVISIONS --------------------------------- U HIGH UPLIFT DESIGNATION. r N I I 0X0 6 C14I X HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR 5 HARDWARE. I C 4 • i i 2x8 LEDGER FASTENED TO F� BEARING BLOCK PER TRUSS ENGINEERING. LAP TOP PLATE I WALL STUDS WITH (3) 16d �y INTO EXISTING WITH NAILS PER INTERSECTION 3 (4) 16d NAILS. I OF STUD AND LEDGER, TYP TRUSS OR BEAM TO TIE DOWN 2 3 SIDES. • (2) 2X 12 4:2 I I Sw 7 -------- I SHEARWALL LOCATION • • --------- SEE DETAILS FOR FASTENERS 0 02/17/06 ISSUED FOR REVIEW REV DATE DESCRIPTION OF CHANGES NO. GARAGE FRAMING PLAN INTERIOR BEARING WALL DRAWN BY: DCS CHECKED BY: GWG ROOF FRAMING PLAN ALL–THREAD LOCATION SCALE: 1/4" = 1'-0" JOB NO:03-064-06-017 3/4" = 1'-0" ALL–THREAD NOTE: SEE SHEET ST-1 FOR ALL–THREAD INSTALLATION SPECIFICATION. FIRSTISSUE:02/17/06 PRINT DATE: 02/17/06 STUD SCHEDULE PLATE HEIGHT No.2 SPF SPACING STUD SIZE EXISTCTURE AND FLOORS UP TO 8' 2x4 16" O.C. 2x4 12" O.C. .................................._.....------......._........... ................. 8'1 11-11' 2x6 16 O.C. 2x6 12" O.C. 2x8 16" O.C. 2x8 CEILING JOISTS AT 24" O.C. s � ru_1 ST-1 BEAM CONVENTIONAL FRAMING NOTES S f { (2) 1.75"X16 2.0E G–P LAM LVL 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. t , E 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. I 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. ALLHSIMPSON FILLED CASTRONOVA � ALL HOLES FILLED WITH 10d NAILS. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE–NAILS. t 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A 03-064-06-017 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP 2261 OCEAN WALK DR. F 2x8 CEILING JOISTS PLATE. ATLANTIC BEACH, FL 2X12 AT 16" O.C. o AT 24" O.C. } X 6. FASTEN ROOF RAFTERS TO 2x8 SLEEPER WITH SIMPSON H3 WITH (5) N 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF DRAWING TITLE: r F EXISTING AND PROPOSED FRAMING. f ru1 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 GARAGE PLAN BEAM SIMPSON LUS210-2, WITH (12) 8dX1-1/2" NAILS. ALL HOLES FILLED WITH 10d NAILS. 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. (2) 1.75"X16 2.0E G–P LAM LVL 10. 1 X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END DRAWING SHEET: WITH (6) 16d NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. ' 2x8 CEILING JOISTS AT 24" O.C. 11. KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES { l WITH H3 WITH (4) 8d NAILS IN EACH MEMBER. FASTEN BOTTOM PLATE S :2 - E TO EXISTING FRAMING WITH H6 WITH (4) 8d NAILS IN BOTH MEMBERS. PLACE H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND EXISTING OR CEILING FRAMING. F 12. ALL SLEEPERS NOTED ON PLANS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND } EXISTING FRAMING. SHEET NO. 3 OF 6 ---------------- 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. FIRST FLOOR CEILING PLAN A (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF Bd NAILS AT 12" 3/4" = 1'-0" O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (4) 8d NAILS IN RAFTER, (4) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (4) 8d NAILS IN COLUMN, (4) 8d NAILS IN GEOFF W. GARTNER, PE 2117/06 TOP P LATE/HEADER. FL PROFESSIONAL ENGINEER LIC.#59328 FL CERTIFICATE OF AUTHORIZATION # 26161 Damiano Long FRAMING NOTES AND LEGEND onsu Itang ngineer TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. 2223 HERSCHEL ST. HEADERS- JACKSONVILLE, FL 32204 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE TEL (904) 387-0889 FAX (904) 387-0899 CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB U 1 SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL ON SHEET ST-1 FOR ST- 1 FASTENING SPECIFICATIONS. EXTERIOR ZONE (TYP) BEAM HEADER NOTATION IS: a=3.6 FT NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ...................................................................................................................................................................................................._........................................................._.... (2) 2x6 2: 1 NUMBER OF CRIPPLE STUDS BOSCO CUSTOM SIZE OF DIMENSIONAL LUMBER HOMES, INC. J PORCH/GLULAM BEAM 2158 MAYPORT RD, ATLANTIC BEACH, FL. COMPONENT AND CLADDING EXTERIORZONES AREA OF EXISTING SCREENED NOT DRAWN TO SCALE PORCHED TO BE ENCLOSED I C� w HIGH UPLIFT DESIGNATION. SCHEDULE OF REVISIONS u EXISTING FLOOR SYSTEM N STRUCTURE TO REMAIN. BUILD UP - -� 7 FLOOR SYSTEM TO MATCH EXISTING X FINISHED FLOOR ELEVATION. x HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR HARDWARE. 6 � r2 BEARING BLOCK PER TRUSS ENGINEERING. 5 N W o TRUSS OR BEAM TO TIE DOWN 4 N 3 x sw SHEARWALL LOCATION 2 SEE DETAILS FOR FASTENERS 1 SIMPSON HU410, ALL HOLES �,, u 02/17/06 ISSUED FOR REVIEW FILLED WITH 12d NAILS. • �°�� INTERIOR BEARING WALL REV I iDATE DESCRIPTION OF CHANGES NO. (3) 1.75"x16" 2.0E G—P LAM LVL ALL—THREAD LOCATION DRAWN BY: DCS CHECKED BY: GWG ALL—THREAD NOTE: SEE SHEET ST-1 FOR ALL—THREAD INSTALLATION SPECIFICATION. SCALE:114w = 1"-0" JOB N0:03-064-06-017 FIRST ISSUE:02/17/06 PRINT DATE: 02/17/06 STUD SCHEDULE U 1 SIMPSON HHUS5.50/10, ALL PLATE HEIGHT No.2 SPF SPACING HOLES FILLED WITH 16d STUD SIZE ST-1 NAILS. UP TO 8' 2x4 16" O.C. BEAM 811"-1 1' 2x4 12" O.C. 2x6 16" O.C. 11'-1" 2x6 12" O.C. 2x8 16" O.C. CONVENTIONAL FRAMING NOTES 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. EXISTING STRUCTURE 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE—NAILS. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A CASTRONOVA WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. 03=064=06=017 U 1 6. FASTEN ROOF RAFTERS TO 2x8 SLEEPER WITH SIMPSON H3 WITH (5) 2261 OCEAN WALK DR. ST-1 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. ATLANTIC BEACH, FL s BEAM SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF I EXISTING AND PROPOSED FRAMING. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. DRAWING TITLE: I I s 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 s WITH (12) 8dX 1-1/2" NAILS. PORCH 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d FRAMING PLAN NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. . ...._..._._..._..W.._ _._._..._.__......___.___ ..___._.._ _. ._. ___, 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. DRAWING SHEET: ENCLOSE EXISTING SCREEN PORCH FRAMING PLAN 1 1. KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES 1/2" = 1 '-0" WITH H3 WITH (4) 8d NAILS IN EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d NAILS IN BOTH MEMBERS. PLACE H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND EXISTING OR CEILING FRAMING. - 12. ALL SLEEPERS NOTED ON PLANS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. SHEET NO. 4 OF 6 A (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (4) 8d NAILS IN RAFTER, (4) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (4) 8d NAILS IN COLUMN, (4) 8d NAILS IN TOP PLATE/HEADER. GEOFF W.GARTNER, PE 2/17/06 FL PROFESSIONAL ENGINEER LIC.#59328 FL CERTIFICATE OF AUTHORIZATION # 26161 ALL THREAD CONNECTOR WASHER FRAMING NOTES . MUST BE WITHIN 3" OF STUD Damialo Jong GROUP FACE. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE Consulting ngineers 2004 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. -A 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON FRAMING PLAN SHEETS. 2223 HERSCHEL ST. 7/16" OSB ROOF DECK FASTENED INSTALL 2X SYP STUD GROUP JACKSONVILLE, FL 32204 TO FRAMING WITH 8d COMMONS UNDER TRUSS AS INDICATED ON 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE TEL (904) 387-0889 FAX (904) 387-0899 It FRAMING PLAN. NUMBER OF CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES AT 6O.C. ON EDGES STUDS TO EQUAL THE NUMBER ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE AND 12" O.C. IN FIELD. PLIES IN THE TRUSS, IF NOT APPARENT. MULTI—PLY STUD GROUP 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL REQUIRED, FASTEN STUDS TO BE PRESSURE TREATED. EACH OTHER WITH 12d COMMONS AT 8" O.C. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE SEE CONVENTIONAL FRAMING TREATED. NOTES FOR FASTENING. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. INSTALL DOUBLE STUDS GROUP AT 7. DIMENSION LUMBER EACH END OF SHEAR WALL. A. ALL MEMEBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL 2 2x NO. 2 SYP TOP PLATE FASTENED WITH 2 DIMENSIONS ( ) ( ) B. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24 POSTS. LAP WITH (12) 1 O IN LAP. FASTEN TO STUDS C. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS WITH SPH6 WITH (12) 10x1 -1/2" NAILS AT 32 SHALL BE FRAMED WITH SIMPSON STRONG—TIE JOIST HANGERS OR EQUAL BOSCO CUSTOM PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL O.C. BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. HOMES, INC. D ° ° p p FOOTING OR BEAM BELOW 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHEWISE NOTED. NAIL 2158 MAYPORT RD. D 2x SPF D D SIZES ARE DEFINED BELOW: ATLANTIC BEACH, FL. STUDS AT 16" 8d = 0.131" x 2-1/21$ O.C. 10d = 0.148" x 3" 12d = 0.148" x 3-1/491 CONNECTION SCHEDULE 16d = 0.162" x 3-1/2" SCHEDULE OF REVISIONS 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 7 UPLIFT ULFIT NAILING CONNECTOR PATTERN 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED FASTEN 7/16 OSB W/ 8d DESIGNATION RANGE (10d COMMONS) g @6" O.C. ON EDGES, 12" OTHERWISE. O.C. IN FIELD. U1 1200-1450 HTS20 20 ALL-THREAD NOTES 5 U2 1450-2900 (2) HTS20 20 IN 4 EACH STRAP 1. ALL—THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 6' FASTENED TO FLOOR SYSTEM No.2 SYP BOTTOM PLATE U3 2900-3965 MGT 22 O.C. IN ALL EXTERIOR BEARING WALLS, 4' O.C. IN ALL INTERIOR WALLS, 3 FAUNLESS NOTED OTHERWISE ON PLANS. BELOW WITH (2) 16d NAILS AT U4 3965-9250 HGT 16 2 EACH INTERSECTION. I I 12. ALL—THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD—DOWN 121 -0APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C. SPACING. I HIGH UPLIFT CONNECTION DETAIL ja " = ' " 3. PLACE ALL—THREAD RODS WITHIN 6 TO 10„ OF EACH CORNER AND AT o 02/17/06 ISSUED FOR REVIEW SECOND FLOOR TO BEAM. / EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION MSTA36 AT 32 O.C. WITH (26) SEQUENCE IS: REV DATE DESCRIPTION OF CHANGES 10d NAILS. SUPPORT BEAM AS _ No. SHOWN ON FRAMING PLANS. NOTES A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) DRAWN BY: DCS CHECKED BY: GWG 1. USE 5/8” ALL—THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL—THREAD 12" INTO FOOTING. C. PLACE CORNER RODS FLOOR SYSTEM 2. USE (2) 3/4" ALL—THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL—THREAD 12" INTO FOOTING. D. PLACE ALL OTHER RODS. SCALE: NTS JOB NO:03-064-06-017 4. ALL—THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH FIRST ISSUE:02/17/06 PRINT DATE: 02/17/06 SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL—THREAD sw SEE TABLE BELOW FOR SHEARWALL EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE HOLD DOWNS. SHEARWALL SPECIFIED IN THEIR RESPECTIVE DETAILS. WALL SECTION 0N B EAM ANCHORS TO BE WITHIN 3" OF5. WHERE NECESSARY, ALL—THREAD COUPLERS SHALL BE RATED NOT LESS WASHER AT TOP OF THREADED1DOUBLE STUD GROUP. 3"x3" SQ THAN 3200 LBS. NTS ROD HOLD DOWN. 6. MINIMUM EMBEDMENT OF ALL—THREAD SHALL BE: 7/16" OSB FASTENED TO FRAMING W/ 6" — TYPICAL WALLS, MONOLITHIC FOOTING 8d AS SHOWN IN THE TABLE BELOW 7" — EXTERIOR WALLS, STEMWALL FOOTING 8" — MASONRY WALLS 7. ALL—THREAD EMBEDMENTS FOR SHEARWALSS AND HIGH UPLIFT HEADER KING STUDS ARE CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON THIS SHEET. 7/16" OSB ROOF DECK FASTENED TO ACCPETABLE AS SHEAR WALL END 8. USE 2" SQUARE WASHERS ON ALL—THREAD AND ANCHOR BOLT FRAMING WITH 8d COMMONS AT 6 11 STUDS LOCATIONS, U.N.O. O.C. ON EDGES AND 12" O.C. IN FIELD. SEE CONVENTIONAL FRAMING NOTES INSTALL DOUBLE STUD GROUP AT FOR RAFTER TO TOP PLATE FASTENING. EACH END OF SHEAR WALL. 1/2 ANCHOR BOLTS AT 24" O.C. CASTRONOVA (2) 2x NO. 2 SYP TOP PLATE BETWEEN SHEARWALL ENDS. FASTENED WITH (2) ROWS 10d AT 16" ° ° EMBED 8" MINIMUM AND USE 3" 03-064-06-017 O.C. STAGGERED. MINIMUM 24" LAP ° p SQUARE WASHERS. 2261 OCEAN WALK DR. WITH (12) 1 O IN LAP. D D D ATLANTIC BEACH FL tD . 1/2" ALL THREAD CONNECTORS. SEE ° ALL—THREAD NOTES ON THIS SHEET DRAWING TITLE: FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT FASTEN 7/16" OSB W/ 8d @ 6" O.C. SHEARWALL SCHEDULE FRAMING DETAILS ON EDGES, 12" O.C. IN FIELD. SHEARWALL EDGE SPACING 8d SHEARWALL ANCHOR ANCHOR SIZE AND DESIGNATION NAILS EMBED DEPTH 2x SPF STUDS AT 16" O.C. SEE STUD TABLE ON FRAMING PLAN FOR U .� DRAWING SHEET: SIZES. SW 3 O.C. 1/2 THREADED ROD 1/2", 12 DEEP 2x NO. 2 SYP PT BOTTOM PLATE. SW2 2" O.C. PHD6—SDS3 5/81p, 12" APPLY 1/2" ANCHOR BOLTS AT 6' (2) SW' 3" O.C. (2) PHD6—SDS3 (2) 5/8", 12" O.C. WITH 6" MIN EMBEDMENT, CENTERED BETWEEN ALL—THREADS AND (2) SW2' 2" O.C. (2) PHD6—SDS3 (2) 5/8", 12" FINISH GRADE 8„ AT EACH SIDE OF BOTTOM PLATE SPLICES. a a e SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. NOTES 1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 2. 5/16" HARDI—PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF SHOWN SHEET NO. 5 OF 6 ON THE FRAMING PLAN. TYPICAL ONE - STORY WALL SECTI0N 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR 2WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. IN LOCATIONS WHERE THERE ISA BASE PLATE HEIGHT AND A HEEL HEIGHT AS SHOWN ON THE 4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR EDGE ARCHITECTURAL PLANS, USE A KNEE WALL FOR THE HEEL HEIGHT. THE THREADED ROD IN KNEE SPACING. WALL LOCATIONS EXTENDS TO THE TOP OF THE KNEE WALL FRAMING. KNEE WALL FRAMING 1S ACHIEVED WITH (3) 10d TOE—NAILS AT ALL CONNECTIONS. STUD SIZES IN KNEE WALLS MATCH THAT SHEAR WALL ASSEMBLY DETAIL OF THE WALL BELOW. NO WALL SHEATHING JOINT IS ALLOWED AT THE INTERSECTION OF THE KNEE GEOFF W. GARTNER, PE 2/17/06 4WALL AND BASE WALL. SHEATHING MUST LAP SAID JOINT. 1/2" = 1'—0" FL PROFESSIONAL ENGINEER UC.#59328 FL CERTIFICATE OF AUTHORIZATION # 26161 NO. 2 SYP DOUBLE TOP PLATE EDGE OF ALL THREAD WASHER MUST Damiano L BOTH WALL HEIGHTS (TYP). BE WITHIN 3" OF THE HEADER KING onsulting Engineers STUD, TYP BOTH SIDES OF OPENING. INSTALL BLOCKING BETWEEN FIRST SEE TYPICAL WALL SECTION FOR TWO STUDS OF HIGHER PLATE. FASTEN TRUSS CONNECTION TO TOP PLATE. 2223 HERSCHEL ST. SEE TABLE BELOW OSB TO BLOCKINGS W/ 8d COMMON JACKSONVILLE, FL 32204 FOR TRUSS TO STUD GROUP CONNECTION NAILS (9) 3" O.C. TEL (904) 387-0889 FAX(904) 387-0899 (2} SPH4 WITH (8) NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF 1 O COIMMON NAILS. KINGS AND CRIPPLES. INSTALL 2X SPF STUD GROUP UNDER TRUSS AS INDICATED ON FRAMING PLAN. NUMBER OF STUDS TO EQUAL THE NUMBER PLIES IN THE TRUSS, MIN 2 STUDS. FASTEN STUDS TO EACH OTHER WITH 12d COMMONS AT SEE TYPICAL WALL SECTION FOR KING STUDS & CRIPPLES: (6) 16d 8" O.C. THE REST OF THE FRAMING SPECIFICATIONS. BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE BOSCO CUSTOM TYPICAL WALL SECTION. HOMES, INC. 2158 MAYPORT RD. FASTEN DOUBLE STUD GROUP TO BEAM WITH (2) MSTA36 WITH p ° ATLANTIC BEACH, FL. (26) 10d COMMON NAILS IN p p ° ° p EACH STRAP. ° p.° p D ° ° p p BEAM BELOW ° $ p° D p p ° SCHEDULE OF REVISIONS TYPICAL HEADER FRAMING DETAIL 7 BEARING WALL PLATE HEIGHT CHANGE 9 1 2" = 1'-0" 6 / 5 NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL 4 CONNECTION SCHEDULE CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 3 UPLIFT ULFIT NAILING DESIGNATION RANGE CONNECTOR PATTERN Z (LBS) (10d COMMONS) 1 U 1 1200-1450 HTS20 20 02/17/06 ISSUED FOR REVIEW U2 1450-2900 (2) HTS20 20 IN Rte, EACH STRAP NO. DATE DESCRIPTION OF CHANGES U3 2900-4350 (3) HTS20 20 IN EACH STRAP DRAWN BY: DCS CHECKED BY: GWG SCALE: NTS JOB NO:03-064-06-017 HIGH UPLIFT CONNECTION DETAIL HEADER SIZE AND PLIES PER NTS FRAMING PLAN. 9 FIRST ISSUE:02/17/06 PRINT DATE: 02/17/06 1. USE (2) 5/8" ALL—THREAD FOR HGT CONNECTION TO HTT22. HTS20 WITH (20) 1 O FROM BEAM TO COLUMN. NOTE: NAILING NOT REQ'D ON NARROW FACE OF BEAMS. SEE CONVENTIONAL FRAMING PLAN VIEW OF CORNER NOTES FOR FASTENING. HTS20 WITH (20) 10d TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH4 AT 24" O.C. WITH (12) 10dX1 1/2" COMMONS. CASTRONOVA L r03-064-06-017 GARAGE DOOR HEADER. \\\ SEE FRAMING PLAN FOR BEAM 2261 OCEAN WALK DR. SEE FRAMING PLANS GARAGE HEADER TO CRIPPLE SIZE AND PLIES. ATLANTIC BEACH, FL FOR SIZE AND PLIES. CONNECTION: (2) SIMPSON MSTA36 WITH (22) 10dX1-1/2" COMMONS AT EACH END OF (2) MSTA36 W/ (26) 1 O FROM DRAWING TITLE: BEAM TO COLUMN PLACE ONE HEADER. STRAP ON EACH SIDE OF COLUMN). FASTEN ADJACENT STUDS W/ (2) ROWS FRAMING D 10d COMMON NAILS © 8" O.C., STAGGERED. FASTEN 7/16" OSB TO PT NO. 2 SYP 44 POST, UNO ON EXTERIOR OF RETURNS & ABOVE DOOR FRAMING PLAN. W/ 8d © 3" O.C. ON EDGE, 12" O.C. N FIELD. DRAWING SHEET: PA51 WITH (10) 16d (TYP EACH SIDE SIMPSON ABU W/ (12) 16d. USE OF GARAGE) A 1/2" DRILLED AND EPDXIED ALL THREAD, MINIMUM EMBEDMENT OF GARAGE SLAB FINISH GRADE 7". SEE CONCRETE NOTES FOR ° EPDXY SPECIFICATIONS \\/\\/\\/\\/ S7r :2 //\//\//\//\ 4 ° a a a a \\\ \\ \\ \\ \\ \\ \\/ //\//\ D ° /\\�\/\/\/\/\j\\�\\�\\�/ \ /\/\/\/� SHEET NO. 6 OF 6 T 8 1 TYPICAL PORCH POST AND BEAM FRAMING DETAIL YPICAL GARAGE OPENING DETAIL /2" = 1'-0" 6 1/211 = 1'-0" GEOFF W. GARTNER, PE 2/17/06 FL PROFESSIONAL ENGINEER LIC.#59328 FL CERTIFICATE OF AUTHORIZATION #26161