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11th Street 159 (2) u ca m SEE WALL SECTION FOR CONNECTION J FRAMING NOTES A I V D LEGEND OF PROPOSED SECOND FLOOR WALL TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO, TO EXISTING FIRST FLOOR WALL. 7/16" OSB ROOF DECK STUD MATERIAL: 2x No. 2 SPF, UNO. w FASTENED TO TRUSSES WITH 8d (2) 2x6 1;1 COMMONS AT 6" O.C. ON (2) 2x6 1:1 LAP TOP PLATE INTO EDGES AND 12" O.C. IN FIELD. CONVENTIONAL FRAMING. HEADERS; a o EXISTING WITH (3) FRAMING NOTESN NFOR I %I \ SEE CONVENTICALALL REAPERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS ANp ONE 16d NAILS. CONNECTIONS CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF z r� 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB 4 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 D a (2) 2x6 1:1 (2) 2x6 1:1 (2) 2x NO. 2 SYP TOP PLATE FASTENING SPECIFICATIONS. o x B - __.... FASTEN 7/16" OSB W/ -- FASTENED WITH (2) ROWS 10d SEE CONVENTIONAL FRAMING 8d ® 4" O.C, ON EDGES, AT 16" O.C. STAGGERED. NOTES FOR CONNECTIONS o w HEADER NOTATION IS: L o 7'-6" PLATE 6" O.C. IN FIELD, MINIMUM 24" LAP WITH (12) w C HEIGHT 10d IN LAP. FASTEN TO STUDS C) cn cn SEE CONVENTIONAL WITH SPH WITH (12) FRAMING NOTES THIS PAGE 10x1-1/2" NAILS AT 32" O.C. NUMBER OF PLIES IN HEADER FOR FASTENING, FA SPF STUDS AT 16" O.C. NUMBER OF KING STUDS FASTEN TO FLOOR SYSTEM o 2x SPF STUDS AT 16' O.C. SEE WITH MSTA36 WITH (26) 10d I o D STUD CHART ON THIS SHEET FOR NAILS nCD2x8 No.2 SYP rN - ` 1 RIDGE BEAM SIZE AND SPACING ( 2 ) 2 v 6 2 . 1 LJ a SECOND FLOOR TO FIRST 2x6 No.2 SYP LEDGER FASTENED /\ FLOOR STUDS: MSTA36 TO WALL STUDS WITH (3) 16d } z A n 2x6 No.2 SYP RAFTERS AT 1� o ' T J 24" O.C. 1x6 COLLAR TIES AT 32" O.C. WITH (26) NAILS PER INTERSECTION NUMBER OF CRIPPLE STUDS -- - --,� 10d NAILS. L Ln T PER CONVENTIONAL 2x No.2 SYP BOTTOM PLATE 2x No.2 SYP BOTTOM PLATE SIZE OF DIMENSIONAL LUMBER z t �\ FRAMING NOTES, FASTENED TO BANDBOARD WITH FASTENED TO FLOOR SYSTEM y; 2x6 RAFTERS FASTENED TO 10d NAILS AT 3' O.C. IN SECOND BELOW WITH (2) 16d NAILS AT J (2) 2x6 1:1 O 2x6 No.2 SYP CEILING LEDGER AND CEILING JOISTS FLOOR, 12" O.C. IN SHEARWALLS. EACH INTERSECTION --- JOISTS AT 24" O.C. WITH (3) 16d TOE-NAILS. PORCH/GLULAM BEAM D z 2x10 No,2 SYP CEILING COMPONENT AND CLADDING EXTERIOR ZONES NOT DRAWN TO SCALE Q LAP TOP PLATE INTO JOISTS AT 24" O.C. FLOOR SYSTEM i L11 � (2) 2x4 N0. 2 SYP TOP EXISTING WITH (3) 16d I PLATE FASTENED WITH (2) NAILS. (2) 2x NO. 2 SYP TOP PLATE ROWS 10d AT 16" O.C. I 2x6 No.2 SYP JOISTS FASTENED WITH (2) ROWS 10d STAGGERED. MINIMUM 24" LAP HIGH UPLIFT DESIGNATION. Q FASTENED TO I-JOISTS WITH AT 16" O.C. STAGGERED. WITH 12 10d IN LAP. Q W REMOVE WINDOW AND FILL IN OPENING 16d NAILS AT 4" Q.C. ( ) WITH 2x4 STUDS AT 16" O.C. FASTENED MINIMUM 24' LAP WITH (12) J AT EACH END WITH (3) 16d FASTEN 7/16" OSB W/ 8d 1Od IN LAP. x * ( � LL_ TOE-NAILS. AT 6" O.C. ON EDGES, 2x4 No.2 SPF STUDS TO 2x4 ' HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR 12" O.C. N FIELD. No.2 SYP BOTTOM PLATE. HARDWARE. O L� FASTEN TO FLOOR SYSTEM c _ 2x No.2 SPF STUDS AT 16" WITH MSTA36 WITH (26) 10d L BEARING BLOCK PER TRUSS ENGINEERING. - Q L O.C. FASTEN TO TOP AND NAILS, FASTEN TO BOTTOM D BOTTOM PLATE WITH SIMPSON 2x No.2 PT SYP BOTTOM PLATE WITH SIMPSON SPH WITH w LJ W SPH WITH (12) 10x1-1/2" PLATE FASTENED WITH 1/2" (12) 10x1-1/2" NAILS TRUSS OR BEAM TO TIE DOWN CO SECOND FLOOR FRAM 1 N G PLAN NAILS ON EVERY OTHER STUD ANCHOR BOLT AT 48" O.C., W � Q (32" O.C.) 6" MINIMUM EMBEDMENT, L WITH 1/4" = 1'-0" FINISH GRADE - WASHER. x2"xl/8" S W Q z _Jj SHEARWALL LOCATION C NOTE: i % '' e Y' SEE DETAILS FOR FASTENERS THE TYPICAL WALL SECTION ON THIS PAGE SHOWS FIRST FLOOR WALL STRAPPING REQUIREMENTS. / � � O Ln SINCE THESE WALLS EXIST ALREADY, IT 15 POSSIBLE THAT THE EXISTING WALL FASTENING IS C) L-LJ M ACCEPTABLE FOR THE PROPOSED ADDITION, DURING THE DEMOLITION PROCESS, THE ENGINEER OF VERIFY EXISTING FOOTING IS 10"x20° CONTINUOUS O r-) -,- RECORD SHOULD VISIT THE SITE TO DETERMINE IF THE EXISTING FASTENING IS ACCEPTABLE. STRIP FOOTING AND STEMWALL CELLS ARE FILLED INTERIOR BEARING WALL _J U AT A MINIMUM OF 48" O.C. 1 W Q SECTION�l ALL--THREAD LOCATION = TYPICAL TWO - STORY WALL_ S ECT 0ALL-THREAD NOTE: SEE SHEET ST-1 FOR � ALL-THREAD INSTALLATION SPECIFICATION. z O _..._. u EE STUD SCHEDULE (W x N SYP IT (2) 2x 1 O 3:1 (2) 2x6 1:1 , 2 6 0 2 S JOSS LOAD TABLE FASTENED TO I-JOISTS PLATE No.2 SPF SPACING -V--- wlrH 16d NAILS AT 4' O.C. 7'- IG8T STUD 4 IZE 16" 0._C. j ___....._...�__ ROOF: LIVE LOAD: 20.0 PSF ;\ �.__ . -..__� DEAD LOAD: 7.0 PSF (,2) 1.75"x9.5" 2.QE 8,1 „ 9 8 2x4 12 O.C. n ' G-P LAM LVL --- --- -- 2x6 16 O.C. CEILING: r- --- - x6 - LIVE LOAD: 10.0 PSF ca 21cc� > 0,0„ 12 2x6 1 2 O.C. LIVE LOAD-STORAGE: 30.0 PSF r ?' -- j --- CLU 2x8 16" O.C. DEAD LOAD: 5.0 PSF o Q , E 2x6 No.2 SYP JOISTS FLOOR. CJ FASTENED TO I-JOISTS LIVE LOAD: 40.0 PSF WITH 16d NAILS AT 4" DEAD LOAD: 10.0 PSF (/) O.C. SW# SHEARWALL FRAMING: INSTALL (2) 2x STUDS AT EACH END OF THE SHEARWALL. WIND LOADS: oe FASTEN DOUBLE STUD GROUP WITH A SIMPSON HTT22 WITH ASCE7--98, 120 MPH WIND, PER FBC 1606 (32) 16d COMMON NAILS INTO DOUBLE STUD GROUP. USE EXPOSURE: C 1/2" ANCHOR BOLT WITH A 12" MIN EMBED. WALL IMPORTANCE: 1 .0 SHEATHING IS 7/16" OSB FASTENED TO FRAMING W/ 8d AT BUILDING CATEGORY: II 6" O.C. IN FIELD BETWEEN DOUBLE STUD GROUPS, FOR PARTIALLY ENCLOSED BUILDING; SW3, USE 8d NAILS AT 3" O.C. ON EDGE. FOR SW2, USE INTERIOR PRESSURE 8d NAILS AT 2" O.C. ON EDGE. COEFFCIENT: 0.55, -0.55 HL J L. ROOF PITCH: 6:12 _.- --- (2) 2x6 (2) 2x6 1:1 (2) 2x10 3:1 - THIS SITE IS EAST OF 1-95, WIND-BORNE DEBRIS 1:1 WI-6O I-JOISTS REMOVE WINDOW AND FILL IN AT 16" 0.C. OPENING WITH 2x4 STUDS AT PROTECTION OPQNIINGpPROTECTIION. BE O.C. FASTENED AT EACH EN CONVENTIONAL ENTIONAL FRAMING NOTES END WITH 3 16d TOE-NAILS. 1 . ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. FLOOR I c RAM N G P LAN 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. COMPONENT AND CLADDING 1/4" = 1 -D 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. DESIGN PRESSURES FASTEN LVL TO WALLS: ( 4, FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOENAILS, PLACE 2) 2x STUDS UNDER EACH END OF BEAM. FASTEN STUDS TO EXISTING STEMWALL FOOTING WITH SIMPSON HTT16 5, FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE RAFTER EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, SF PSF PSF WITH (1) 5/8" THREADED ROP, DRILLED AND EPDXIED INTO AND (5) 8d NAILS INTO THE TOP PLATE. AREA, . .. EXISTING STEMWALL WITH SIMPSON SET ADHESIVE OR _-----._ APPROVED EQUIVALENT. FASTEN BEAM TO STUD GROUP WITH0-20 44 -54 44 -47 (2) HTS2o WITH (24) 1od NAILS IN EACH STRAP. 6, FASTEN ROOF RAFTERS TO 2x8 SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) _ I 8d NAILS INTO THE SLEEPER, SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF EXISTING 20-50 42 -50 42 -45 AND PROPOSED FRAMING, 01 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS, 50-100 40 -48 40 -44 0 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1 -1/2" NAILS, 100-200 39 -44 39 42 w L V N 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. s 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF CD Q C d COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0 `0 O a 11 . KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d NAILS IN EACH / � m MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d NAILS IN BOTH MEMBERS. PLACE ♦,, �41��► tr �� H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND EXISTING OR CEILING FRAMING, ° s'¢•` � '�, Sheet No. .., �h► '� 12. ALL SLEEPERS ARE 2x6 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. �• V : ?� 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. G1i .a : '3T h : a, 41 4.4 NN 6, `r s doc ment, :oge,her wltr th e c -coats end ces'g^s prese^ted -ie,eln is i^tended on y for tr e saec`Ic purpose ono el ent for wYtich it wos preoared. Ruse of and improper rellance o tnls aocur ant without w'itten a no'zatlor cy artrer Erglneering sha'- be wltr 0 t Ilob l ty :o Garr er wrgineerirg. Geoff 9/6/2004 10:48 AM 6order_24x36,dwg _ i a � a. � t mu 0 W CD a STRUCTURAL DESIGN PACKAGE FOR z L: w E o z U O � q Q D• d U Lil w :;) Q rn O n O HM O z d 0 U] 7 O O a a Q w SITE INFORMA TION CONTACTS SHEE INDEX 0 L-i � z LL 0 ❑ ❑ w 1 OF 2 T-1 COVER SHEET W M wCONTRACTOR HOMEOWNER. HENDERSON w � m ADDRESS: 159 11 TH AVENUE 2 OF 2 S-1 FRAMING PLAN :�i W HENDERSON ❑ z J CITY, STATE JACKSONVILLE BEACH , FL159 11TH AVENUE 0 ZONING JURISDICTION : CITY OF JACKSONVILLE BEACH JACKSONVILLE BEACH FL 0 ❑ c0 Ln n ' 0 O (904) 247-7878 w Q CONTACT: ROBERT AND LYNN HENDERSON ❑ T- 0 0 u III cry AREA TAB ULA TION STRUCTUICIAL ENGINEER a GEOFF GARTNER ENGINEERING Q O 12158 RIPKEN CIRCLE NORTH DIMENSIONS: � 0 Y�, OVERALL DIMENSIONS: TAKEN FROM EXTERIOR WALLS JACKSONVILLE, FL 32224 � � n � d U Q d INTERIOR DIMENSIONS: TAKEN FROM STRUCTURAL (904) 608-0364 MEMBER STUD OR BLOCK), NOT SHEETROCK. CONTACT: GEOFF GARTNER, P. E. DIMENSIONS ARE IN SQUARE FEET. 1 ST FLOOR: 0 W z 2ND FLOOR: 459 TOTAL ENCLOSED: 459 k S 2 2 ATTIC/GARAGE: 0 PORCHES: 0 TOTAL COVERED: 459 .L c � c0 W N � CV N � � � U _1 C� v cp _x a. o L1.9- r7 o = '� a � oo '�"� �� w,`• ,f �'�+ Sheet No. k v7. atI w : ►� T�° �it �� ' ' •_" 1 OF 2 Th s ooc,:rr ent. n etner wit') ;he cc'cepts and des rs reserted ne;elr Is Iniended or! for tree spec Flc i,ocse and client for which 't was repered. Re ase of and improper raliarce on this docu,-rert without written authorzc;lon Gortrner En i^eerie shall be witrou; I a'oil t to Gertner En inearin Geoff 9/6/2004 10:48 AM Border_24x36.dw DATE ; a � p Y � P' Pr'Y 9 9 Y � 99 r cow 12 12 6 1 .5 ENGINE RED TRUSS SYSTEM & CONV. FRAME ® �/ MIN. 2X10 PINE RAFTERS OR I-BEAMS CLAY TILE TO MATCH EXISTING �GINEERFD TRUSS SYSTEM & CONV, FRAME 5-V GALVALUME METAL RCCF OVER 30 Ib. FELT W/ MIN. 2X10 PINE RAFTERS OR I-BEAMS OVER 30 Ib. FELT ® 4" 7/16" OSB NAILED (9 4" R_30 FIBERG�SS BATT O 1/16" OSB NAILED ON ALL EDGES, 8" IN THE FIELD R-30 FIBERGLASS BATT INSULATION ON ALL EDGES, 8" IN THE FIELD ALUMINUM DRIP EDGE FACIA AND SOFFIT a . FACIA AND SOFFIT 1- 1/2" GYPSUM BOARD CEILING NAILED --�. I 1/2" GYPSUM BOARD CEILING NAILED PER MANUFACTURES SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS r MIN. H2.5 HURRICANE CLIP AT EACH RAFTER MIN. H2.5 HURRICANE CLIP AT EACH RAFTER AND WALL CONECTION AND WALL CONECTIO N 2X6 SUB-FACIA 2X6 SUB-FACIA (2) 2X4 TOP PLATE WITH MINIMUM 24" (2) 2X4 TOP PLATE WITH MINIMUM 24" 11X4 WOOD TRIM _ND LAPS X4 WOOD TRIM END LAPS „ Z. 2 2X10 MINIMUM DOOR AND WINDOW HEADERS STUCCO OVER (2) 2X10 MINIMUM DOOR AND WINDOW HEADERS STUCCO OVER WITH 2X4 BOTTOM PLATE WIRE LATH WITH 2X4 BOTTOM PLAT WIRE LATH NA'L; D PER MANUFACTURES NAILED PER MANUFACTURES LX4 WALL STUDS ® 16" O.C. MAX. SPECFICATION 2X4 WALL STUDS C9 16" O.C. MAX. SPECFiCATION / GYPSUM/2" GYPSUM WALL BOARD NAILED PER AAI DE A2- GYPSUM W ALL'NL SHEATHING (I ALMNUFACTURESSPECF T NAILED PER ACONS Li 1 2' STRUCTURAL GRADE MANUFACTURES SPECIFACTIONS WALL SHEATHING ® ALL SHEAR 'WALL LOCATIONS 8'-4, o o O z SHEAR WALL LOCATIONS NAILED ® 4" O.C. ON ALL SINGLE HUNG ALUMINUM INSULATED F r SINGLE HUNG ALUMINUM INSULATED fJ 7 �,-G„ NA.L_D 5� 4' O.C.pCON ALL EDGES AND 6 IN THE FIELD WINDOW WITH SCREEN EDGES AND 6" IN THE FIELD WINDOW WITH SCREEN Z © ' U WINDOW SILL ( MARBLE OR WOOD ) 'NINDOW SILL ( MARBLE OR WOOD ) BUILDING 'WRAP/ VAPOR BUILDiNG WRAP/ VAPOR = N I BETWEEN SHEATHING R-11 BATT INSULATION BARRIER BETWEEN SHEATHING R-11 BATT INSULATION � Q BARRIER AND STUCCOAND STUCCO WOOD BASE MOLDING 00 WOOD BASE MOLDING \ w 2X4 P.T. BOTTOM PLATE 2X4 P.T. BOTTOM PLATE O Z � 0 w CLAY TILE 10 MATCH TING FINISH FLOOR OVER 30 Ib. FELT FIINISH FLOOR 3 _ 3/4" T & G PLYWOOD SUB-FLOUR /4" T & G PLYWOOD SUB-FLOOR N, PRE-ENG. FLOOR TRUSSES OR I-BEAM C4 2'-0" O.C. PRE-ENG. FLOOR TRUSSES OR I-BEAM © 2'-0" O.C. 4,4 1'-4" EXISTING FIAT ROOF EXISTING FLAT ROOF i EXISTING1 ST FLOOR EXISTING 1 ST FLOOR FINISH GRADE -- FINISH GRADE fig GuAKE �' ',CTH0N WAIL SECTION OF 2-1XIS"M SCOL MEN FORICH Is cAL-IIS ITT3 c 21'-4" ANTILEVER FLR SYSTEM FOR PORCH CEILING BELOW -5" 10'-6" -5" 13'_4.. 3060 3060 .� _ •.... r �� 1 2'-3" --5" _ 7' CEILINGI II 3° 1 + 3050 3050 _ � II NEW GAME ROOM i i II EXISTING FAMILY ROOM EXISTING SCRN ROOM o II 5 -4" II 14'-10" i i II I I I D A. SPIRAL STAIRCASE I ( DIA. SPIRAL STAIRCASE . 9 CEILING I I OPTION OPTION ISI – °dr l w I I a I II I ) i I I II ARCH s" —8'4 CEILING 16'-2" I I \ EMOVE EXISTING WINDOW I1 & FRAME IN OPENING U FILL IN EXISTING WINDOW z . II II II a 2 I II � CUT IN NEW 36" DOOR OPENIN I I I I 0 =CL z II II 28 II II II II a I I n n n I ) N W I1 �p L= :f p t_ � I o RLOORIPLAN ; W�� L"11FLR NEW a ST FLR FLOORPLAN � u95 a II r � 119 1SCALE 1/4 1 0� it i �I II \ j�----REMOVE DOOR II II II / IIS - -- -1 U\ Illi Ili it i I w4 v;-,4 I 11 it .... ... I1r� d I II III ►j > ,CANTILEVER FLR SYSTEM FOR PORCH CEILING BELOW I , I 060 060 o 0 7' CEILING I II ° P - _ - 3050 3050 I " \ i I 1 EXISTING SCRN ROOM LZ NEW GAME ROOM 1 I 5'-4" EXISTING FAMILY ROOM I I ISO I I . , �' CEILING `\\ / I I = I I OPTION SPIRAL STAIRCASE I I OP DON SPIRAL STAIRCASE ISI , � �\ \ I I o 11 I I I I I �• ' . (� - $$$/ ARCH — 8_.4 CEILING \$$ /\v/ ON EMOVE EXISTING WINDOW I I I I & FRAME IN OPENING u ��. O I I u FILL IN EXISTING WINDOW II28 l i I I EXISTING MASTER STUDY � it 1� II l i I I CUT iN NEW 36" DOOR OPENING--I 1 I , 8 I , NEW �ST IELJEC=CAL II 2 ELOCATE SWITCH i I 1 OV o J1 SCAILE 11/4 1NEW, 2ND FLR ELECUUCAL r r � I � � SCALE 1/4°" � 1v '—REMOVE DOOR I I � � 11 II I � 00 I1 II Ilrr � � II II I II I � I *** NO NEW FOUNDATION WORK REQUIRED. I1II I / II iI 11 I 1 I IFOUMATION j�L-- -- --- --- - ---__ .,.__. JJ ��:�� 40' � �� z LCL... 0 a r r SECTION AFFECTED BY ADDITION Wc4 12 6 D I STUCCO FINISH TO MATCH EXISTING EXISTING SF RESIDENCE _ w 0Z - -- --- ---- 20"PR J'ST ` 3 7 - � N �oc, I I I - - -- -...,..,_..._.,. .Y._._ -- - - - - .._ - - _.._- - - - - - - .r _.. -- _.._ .r _ - - - - - - - - _.-- - - - - - - - - - - - - _..,. __.. - .,.... L L. CY • ILI frll�T I SCALE 1/4 1" rCY „ -V PANTED GAL`„ALUVE VTL ROOF Y-- 1 2 6F,, I TFf I I -iLL [z �l Z 20F R J 20” FIR JST . 00 0 REAR ELEVATHON 3C�P 1/4cv v ` ---. _ -- - _.__.._._ �_. .. _ �._. _... _ _ _. _ _ - -------------- 11771 ,-r1 WX v H Z V Q 0 N W ❑ ❑ _ Z> ❑ UWLw g Li o� FRONT ELEVkTHON SCALE 1/4 1 .01- � ECTION AFFECTED BY ADDITION - Ile , 011 101 ——— — - - ..._ .,.._ - ---- - -_____ -- -_. -- - - - .. _. — ._ ..... - - ..- - - - ._ _ - -- - ---- - - - - -- - - .�— - - - - - EXISTING SF RESIDENCE Z , CITY OF ATLAN?i.^�:;c..,;*i v-4 -SEP 2 2 N04 20" F R QST 3Y: G� i I I i I t A Nn'D'O TLE)ItaGo .C11ISu BEp,Ct1 'L I I I I I 1 opo �Q I I I r L - - -- - ..,._ -- - - _.._ - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -__ —----- _ City of Allanto Besob l"lannine MW ZW"This as � ores bdivvels�lon eneo a� I�e�nd � development regulations,bull does ass oonstitute Y approval for the issuance of psrmga. Compliance with Florida Building Code and a$$Q#W spplicable Mai RHIII,�H'Lr ELEVATHON local, State and Fedora$ psvnittinp requirement Beach Bverified bbyy signature to I Gild of 00 a Official prior d fhe Mauanoe d a Building Perm !-] 13CALE �1/4°° � 1° Approved nnDkoftv �. �1� _gve opens Dates Pit cpY L 1 y ADDITIONS & ALTERATIONS TO NASH Fl ..EsIDEN . CE . ATLAINTIC BEACH , FLORIDA F y r ." I � r�� a•,• I t* 1 s i:,a E f7 y+,• f Z'..tr y � 'i S T , a / R� �M1 � fT�t 'f '� ., � .0 )' a/y A irr � i1.z.. � 1 � 4 d f � h 5 � � 4 1+Y Qj M1 1■r1r�■ .I t ` `>; . r q� Q .�d, S ? ^q +t.l,, 9 Y �y}��id rf �r ;L N �I ir. RR ��1� �"■��f` 1' +}Tr$�i�"� � � f• dQ�� ii/;'r�M1 ) S ¢ �7 �� C� TSN. } � � i M1 o t, �! ■ •• 4r 4 L`"'Q, 7 ! d d1 � f �' a �7S i ' rfi�r y'r A.�,�a� ))S 'r S� � .2 !��•'T � + ', ^t �i"'1 vin � �.. .r.. �`.�f"_1�_ .-. ...i r. J•.. ..... 1F..S'.'.M1 } .�.. _. �fJ., v; •:ti.�.��1 r ,.. y.. ..� 15� /Pll _. - ... .. - _ , .b . . t i . . . 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JQE3 ND. 9i n 11 I I , - L6 K Co F- C�> --- P.-r::.,rA I L- -I - CACaFILtr NA. SWEET . Y v �' , >1:'7 • I. ;y: --,, ;i fi . ',:l Z A , * • �! ' "\ i /� /. 1 1 . � ?� . 6-1 y u iVf .�74••�E1'I.�..., ,k �f aJ¢.ya(Fs xr'd V (qJ COPYR'I*HT,Pni,WILLIAM A 5YATT OF-5r5N%RIC.Alt,. SHEET RIGIaT$j�"�RVED. 7HL3� (pEA% c 8 RE WHATS 03 AL_. ' UJITHQUT FIS,-__ 1 r EXPIRE99 WRJTTEN L'r± ... WILLIAM A*MATT mvcsN6' REVIVON5 i Ci SuATC" RECE55ED LIGHT .. �Vif? UATERPRC7 r4 tit " AM NO r� OF I oROUNP FAULT'5WITr'µ 7 WALL t1c4iNr SPaT W.P. ° LIG r• CLG.MOUNT SPOT, W•P� �} DIMMER SER Y �4 ,�' T ` Y �t-U1A7' Su11TCH1 CLG MpUNT)=q FIXTURE c Hl .� �-w�ar.Su�Irc � t 5 ^aUJITCN 1-Q U/.aLL MG'UN ID -- $ ` TRACK L16HT —0 DUPLEX 110V BYAT- F FLOOR IIOV CEILING FAN /Eli N 8 � GRQUNp FAULT a�L (�'a►1 LK 11r� yF DES \ + o 5MOICE DETECTCR aX � SIh1CaLE' �� C9�1 c'oF SMF "r�. SWITCHED OUTLET :Y C�OG�I��:ELL .' a U)ATERFROOF FLOOR FHCNE JACK 'S .4s 7: y qq� ry�'�y th sl: IIW�If11f�/e� '. �0 220`I OUTLET � TELEF'NCNE JACK_ �yi. �faffMAl�� %x�aq a �J JUNGTIdF�! boy � 3 J �;elr LIGHT/CLCy _ � f' 9q�1�6T 67gQ�lUt9p��47�J4 K�` TELENAVON JACK I 1 FzXIT LIGHT/ WALL ( rNER1 iCSTAT t �• ;ty�& 4 r s Ik s s '' 4'K` '3 ;�ir�r lc�: r• I' I FITS r :1 EMER xEN�Y !-G �� FLOOD LIGHT �/ EaiFIAUST FAN FLUORESCENTS I mms AROWMCT WARD UIIF?E' I FQf2.. • 47-rIG LI co HT 4 i 3 Lu ry z Az— ,P f o II _ /11L- P `LaII �, Z �M u - P,�r" Cod C ) W�� 19 I~Q I/U � J r a1.1 E. ---_______--_.._ _.__. .."... ___ .. .__ -- �1�1r�� 1✓Xl�a 11...ICa �Y•� `t"O � !✓�t�l-�� l--l��nl ��' �-�"(�T�1,�( , �JOrt�. � CQ.-� � �j �� t;l-pCT• co U-r OAcrato 't•'p ppm I DE -n4 e Ivw e--v- lam F= a dAV S A � 2. oto r rt-�k �u.N.�� To 5� o IJ U"11"C�� t-t w �..00 -r /I ° .� 1 ��L� �� L1 I�1 C� T F� t�ov�./I.•1 ...� Gd NGS f"IL � �� 1tr c .t �.�= .► :1�tot�! M �1��ai .` � °i�G C � .. �'. 2 II uGD�C.4 woop M •"1"NII-SGA G�I..� F�� ,c�r�..� �1'�t-�s�� © fes � cor�v�►..rr�ol��,c.. e�..1-= �~��.�.�I�t� �u•�II�t� �L�c� C� �41jG.c, v��1�.r��. ��c�c��.�`� ��vv , ey"sDRAWN FM -n Ual, CN1wCECE;D IUA 5CAL Irdi,�yTQ} v r DACE x JQ5 NO., 14 CAPFILE ria M of SSI Rpm. { �+ iTH1•7i M ! ^i • _.?fksh��r�° '`� x ��r"� � �s. .:�-., 1�1.f.w r Y:r�'r7 ---. _ -- - _.__.._._ �_. .. _ �._. _... _ _ _. _ _ - -------------- 11771 ,-r1 WX v H Z V Q 0 N W ❑ ❑ _ Z> ❑ UWLw g Li o� FRONT ELEVkTHON SCALE 1/4 1 .01- � ECTION AFFECTED BY ADDITION - Ile , 011 101 ——— — - - ..._ .,.._ - ---- - -_____ -- -_. -- - - - .. _. — ._ ..... - - ..- - - - ._ _ - -- - ---- - - - - -- - - .�— - - - - - EXISTING SF RESIDENCE Z , CITY OF ATLAN?i.^�:;c..,;*i v-4 -SEP 2 2 N04 20" F R QST 3Y: G� i I I i I t A Nn'D'O TLE)ItaGo .C11ISu BEp,Ct1 'L I I I I I 1 opo �Q I I I r L - - -- - ..,._ -- - - _.._ - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -__ —----- _ City of Allanto Besob l"lannine MW ZW"This as � ores bdivvels�lon eneo a� I�e�nd � development regulations,bull does ass oonstitute Y approval for the issuance of psrmga. Compliance with Florida Building Code and a$$Q#W spplicable Mai RHIII,�H'Lr ELEVATHON local, State and Fedora$ psvnittinp requirement Beach Bverified bbyy signature to I Gild of 00 a Official prior d fhe Mauanoe d a Building Perm !-] 13CALE �1/4°° � 1° Approved nnDkoftv �. �1� _gve opens Dates Pit cpY SECTION AFFECTED BY ADDITION Wc4 12 6 D I STUCCO FINISH TO MATCH EXISTING EXISTING SF RESIDENCE _ w 0Z - -- --- ---- 20"PR J'ST ` 3 7 - � N �oc, I I I - - -- -...,..,_..._.,. .Y._._ -- - - - - .._ - - _.._- - - - - - - .r _.. -- _.._ .r _ - - - - - - - - _.-- - - - - - - - - - - - - _..,. __.. - .,.... L L. CY • ILI frll�T I SCALE 1/4 1" rCY „ -V PANTED GAL`„ALUVE VTL ROOF Y-- 1 2 6F,, I TFf I I -iLL [z �l Z 20F R J 20” FIR JST . 00 0 REAR ELEVATHON 3C�P 1/4cv v ` 21'-4" ANTILEVER FLR SYSTEM FOR PORCH CEILING BELOW -5" 10'-6" -5" 13'_4.. 3060 3060 .� _ •.... r �� 1 2'-3" --5" _ 7' CEILINGI II 3° 1 + 3050 3050 _ � II NEW GAME ROOM i i II EXISTING FAMILY ROOM EXISTING SCRN ROOM o II 5 -4" II 14'-10" i i II I I I D A. SPIRAL STAIRCASE I ( DIA. SPIRAL STAIRCASE . 9 CEILING I I OPTION OPTION ISI – °dr l w I I a I II I ) i I I II ARCH s" —8'4 CEILING 16'-2" I I \ EMOVE EXISTING WINDOW I1 & FRAME IN OPENING U FILL IN EXISTING WINDOW z . II II II a 2 I II � CUT IN NEW 36" DOOR OPENIN I I I I 0 =CL z II II 28 II II II II a I I n n n I ) N W I1 �p L= :f p t_ � I o RLOORIPLAN ; W�� L"11FLR NEW a ST FLR FLOORPLAN � u95 a II r � 119 1SCALE 1/4 1 0� it i �I II \ j�----REMOVE DOOR II II II / IIS - -- -1 U\ Illi Ili it i I w4 v;-,4 I 11 it .... ... I1r� d I II III ►j > ,CANTILEVER FLR SYSTEM FOR PORCH CEILING BELOW I , I 060 060 o 0 7' CEILING I II ° P - _ - 3050 3050 I " \ i I 1 EXISTING SCRN ROOM LZ NEW GAME ROOM 1 I 5'-4" EXISTING FAMILY ROOM I I ISO I I . , �' CEILING `\\ / I I = I I OPTION SPIRAL STAIRCASE I I OP DON SPIRAL STAIRCASE ISI , � �\ \ I I o 11 I I I I I �• ' . (� - $$$/ ARCH — 8_.4 CEILING \$$ /\v/ ON EMOVE EXISTING WINDOW I I I I & FRAME IN OPENING u ��. O I I u FILL IN EXISTING WINDOW II28 l i I I EXISTING MASTER STUDY � it 1� II l i I I CUT iN NEW 36" DOOR OPENING--I 1 I , 8 I , NEW �ST IELJEC=CAL II 2 ELOCATE SWITCH i I 1 OV o J1 SCAILE 11/4 1NEW, 2ND FLR ELECUUCAL r r � I � � SCALE 1/4°" � 1v '—REMOVE DOOR I I � � 11 II I � 00 I1 II Ilrr � � II II I II I � I *** NO NEW FOUNDATION WORK REQUIRED. I1II I / II iI 11 I 1 I IFOUMATION j�L-- -- --- --- - ---__ .,.__. JJ ��:�� 40' � �� z LCL... 0 a r r r cow 12 12 6 1 .5 ENGINE RED TRUSS SYSTEM & CONV. FRAME ® �/ MIN. 2X10 PINE RAFTERS OR I-BEAMS CLAY TILE TO MATCH EXISTING �GINEERFD TRUSS SYSTEM & CONV, FRAME 5-V GALVALUME METAL RCCF OVER 30 Ib. FELT W/ MIN. 2X10 PINE RAFTERS OR I-BEAMS OVER 30 Ib. FELT ® 4" 7/16" OSB NAILED (9 4" R_30 FIBERG�SS BATT O 1/16" OSB NAILED ON ALL EDGES, 8" IN THE FIELD R-30 FIBERGLASS BATT INSULATION ON ALL EDGES, 8" IN THE FIELD ALUMINUM DRIP EDGE FACIA AND SOFFIT a . FACIA AND SOFFIT 1- 1/2" GYPSUM BOARD CEILING NAILED --�. I 1/2" GYPSUM BOARD CEILING NAILED PER MANUFACTURES SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS r MIN. H2.5 HURRICANE CLIP AT EACH RAFTER MIN. H2.5 HURRICANE CLIP AT EACH RAFTER AND WALL CONECTION AND WALL CONECTIO N 2X6 SUB-FACIA 2X6 SUB-FACIA (2) 2X4 TOP PLATE WITH MINIMUM 24" (2) 2X4 TOP PLATE WITH MINIMUM 24" 11X4 WOOD TRIM _ND LAPS X4 WOOD TRIM END LAPS „ Z. 2 2X10 MINIMUM DOOR AND WINDOW HEADERS STUCCO OVER (2) 2X10 MINIMUM DOOR AND WINDOW HEADERS STUCCO OVER WITH 2X4 BOTTOM PLATE WIRE LATH WITH 2X4 BOTTOM PLAT WIRE LATH NA'L; D PER MANUFACTURES NAILED PER MANUFACTURES LX4 WALL STUDS ® 16" O.C. MAX. SPECFICATION 2X4 WALL STUDS C9 16" O.C. MAX. SPECFiCATION / GYPSUM/2" GYPSUM WALL BOARD NAILED PER AAI DE A2- GYPSUM W ALL'NL SHEATHING (I ALMNUFACTURESSPECF T NAILED PER ACONS Li 1 2' STRUCTURAL GRADE MANUFACTURES SPECIFACTIONS WALL SHEATHING ® ALL SHEAR 'WALL LOCATIONS 8'-4, o o O z SHEAR WALL LOCATIONS NAILED ® 4" O.C. ON ALL SINGLE HUNG ALUMINUM INSULATED F r SINGLE HUNG ALUMINUM INSULATED fJ 7 �,-G„ NA.L_D 5� 4' O.C.pCON ALL EDGES AND 6 IN THE FIELD WINDOW WITH SCREEN EDGES AND 6" IN THE FIELD WINDOW WITH SCREEN Z © ' U WINDOW SILL ( MARBLE OR WOOD ) 'NINDOW SILL ( MARBLE OR WOOD ) BUILDING 'WRAP/ VAPOR BUILDiNG WRAP/ VAPOR = N I BETWEEN SHEATHING R-11 BATT INSULATION BARRIER BETWEEN SHEATHING R-11 BATT INSULATION � Q BARRIER AND STUCCOAND STUCCO WOOD BASE MOLDING 00 WOOD BASE MOLDING \ w 2X4 P.T. BOTTOM PLATE 2X4 P.T. BOTTOM PLATE O Z � 0 w CLAY TILE 10 MATCH TING FINISH FLOOR OVER 30 Ib. FELT FIINISH FLOOR 3 _ 3/4" T & G PLYWOOD SUB-FLOUR /4" T & G PLYWOOD SUB-FLOOR N, PRE-ENG. FLOOR TRUSSES OR I-BEAM C4 2'-0" O.C. PRE-ENG. FLOOR TRUSSES OR I-BEAM © 2'-0" O.C. 4,4 1'-4" EXISTING FIAT ROOF EXISTING FLAT ROOF i EXISTING1 ST FLOOR EXISTING 1 ST FLOOR FINISH GRADE -- FINISH GRADE fig GuAKE �' ',CTH0N WAIL SECTION OF 2-1XIS"M SCOL MEN FORICH Is cAL-IIS ITT3 c i a � a. � t mu 0 W CD a STRUCTURAL DESIGN PACKAGE FOR z L: w E o z U O � q Q D• d U Lil w :;) Q rn O n O HM O z d 0 U] 7 O O a a Q w SITE INFORMA TION CONTACTS SHEE INDEX 0 L-i � z LL 0 ❑ ❑ w 1 OF 2 T-1 COVER SHEET W M wCONTRACTOR HOMEOWNER. HENDERSON w � m ADDRESS: 159 11 TH AVENUE 2 OF 2 S-1 FRAMING PLAN :�i W HENDERSON ❑ z J CITY, STATE JACKSONVILLE BEACH , FL159 11TH AVENUE 0 ZONING JURISDICTION : CITY OF JACKSONVILLE BEACH JACKSONVILLE BEACH FL 0 ❑ c0 Ln n ' 0 O (904) 247-7878 w Q CONTACT: ROBERT AND LYNN HENDERSON ❑ T- 0 0 u III cry AREA TAB ULA TION STRUCTUICIAL ENGINEER a GEOFF GARTNER ENGINEERING Q O 12158 RIPKEN CIRCLE NORTH DIMENSIONS: � 0 Y�, OVERALL DIMENSIONS: TAKEN FROM EXTERIOR WALLS JACKSONVILLE, FL 32224 � � n � d U Q d INTERIOR DIMENSIONS: TAKEN FROM STRUCTURAL (904) 608-0364 MEMBER STUD OR BLOCK), NOT SHEETROCK. CONTACT: GEOFF GARTNER, P. E. DIMENSIONS ARE IN SQUARE FEET. 1 ST FLOOR: 0 W z 2ND FLOOR: 459 TOTAL ENCLOSED: 459 k S 2 2 ATTIC/GARAGE: 0 PORCHES: 0 TOTAL COVERED: 459 .L c � c0 W N � CV N � � � U _1 C� v cp _x a. o L1.9- r7 o = '� a � oo '�"� �� w,`• ,f �'�+ Sheet No. k v7. atI w : ►� T�° �it �� ' ' •_" 1 OF 2 Th s ooc,:rr ent. n etner wit') ;he cc'cepts and des rs reserted ne;elr Is Iniended or! for tree spec Flc i,ocse and client for which 't was repered. Re ase of and improper raliarce on this docu,-rert without written authorzc;lon Gortrner En i^eerie shall be witrou; I a'oil t to Gertner En inearin Geoff 9/6/2004 10:48 AM Border_24x36.dw DATE ; a � p Y � P' Pr'Y 9 9 Y � 99 u ca m SEE WALL SECTION FOR CONNECTION J FRAMING NOTES A I V D LEGEND OF PROPOSED SECOND FLOOR WALL TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO, TO EXISTING FIRST FLOOR WALL. 7/16" OSB ROOF DECK STUD MATERIAL: 2x No. 2 SPF, UNO. w FASTENED TO TRUSSES WITH 8d (2) 2x6 1;1 COMMONS AT 6" O.C. ON (2) 2x6 1:1 LAP TOP PLATE INTO EDGES AND 12" O.C. IN FIELD. CONVENTIONAL FRAMING. HEADERS; a o EXISTING WITH (3) FRAMING NOTESN NFOR I %I \ SEE CONVENTICALALL REAPERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS ANp ONE 16d NAILS. CONNECTIONS CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF z r� 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB 4 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 D a (2) 2x6 1:1 (2) 2x6 1:1 (2) 2x NO. 2 SYP TOP PLATE FASTENING SPECIFICATIONS. o x B - __.... FASTEN 7/16" OSB W/ -- FASTENED WITH (2) ROWS 10d SEE CONVENTIONAL FRAMING 8d ® 4" O.C, ON EDGES, AT 16" O.C. STAGGERED. NOTES FOR CONNECTIONS o w HEADER NOTATION IS: L o 7'-6" PLATE 6" O.C. IN FIELD, MINIMUM 24" LAP WITH (12) w C HEIGHT 10d IN LAP. FASTEN TO STUDS C) cn cn SEE CONVENTIONAL WITH SPH WITH (12) FRAMING NOTES THIS PAGE 10x1-1/2" NAILS AT 32" O.C. NUMBER OF PLIES IN HEADER FOR FASTENING, FA SPF STUDS AT 16" O.C. NUMBER OF KING STUDS FASTEN TO FLOOR SYSTEM o 2x SPF STUDS AT 16' O.C. SEE WITH MSTA36 WITH (26) 10d I o D STUD CHART ON THIS SHEET FOR NAILS nCD2x8 No.2 SYP rN - ` 1 RIDGE BEAM SIZE AND SPACING ( 2 ) 2 v 6 2 . 1 LJ a SECOND FLOOR TO FIRST 2x6 No.2 SYP LEDGER FASTENED /\ FLOOR STUDS: MSTA36 TO WALL STUDS WITH (3) 16d } z A n 2x6 No.2 SYP RAFTERS AT 1� o ' T J 24" O.C. 1x6 COLLAR TIES AT 32" O.C. WITH (26) NAILS PER INTERSECTION NUMBER OF CRIPPLE STUDS -- - --,� 10d NAILS. L Ln T PER CONVENTIONAL 2x No.2 SYP BOTTOM PLATE 2x No.2 SYP BOTTOM PLATE SIZE OF DIMENSIONAL LUMBER z t �\ FRAMING NOTES, FASTENED TO BANDBOARD WITH FASTENED TO FLOOR SYSTEM y; 2x6 RAFTERS FASTENED TO 10d NAILS AT 3' O.C. IN SECOND BELOW WITH (2) 16d NAILS AT J (2) 2x6 1:1 O 2x6 No.2 SYP CEILING LEDGER AND CEILING JOISTS FLOOR, 12" O.C. IN SHEARWALLS. EACH INTERSECTION --- JOISTS AT 24" O.C. WITH (3) 16d TOE-NAILS. PORCH/GLULAM BEAM D z 2x10 No,2 SYP CEILING COMPONENT AND CLADDING EXTERIOR ZONES NOT DRAWN TO SCALE Q LAP TOP PLATE INTO JOISTS AT 24" O.C. FLOOR SYSTEM i L11 � (2) 2x4 N0. 2 SYP TOP EXISTING WITH (3) 16d I PLATE FASTENED WITH (2) NAILS. (2) 2x NO. 2 SYP TOP PLATE ROWS 10d AT 16" O.C. I 2x6 No.2 SYP JOISTS FASTENED WITH (2) ROWS 10d STAGGERED. MINIMUM 24" LAP HIGH UPLIFT DESIGNATION. Q FASTENED TO I-JOISTS WITH AT 16" O.C. STAGGERED. WITH 12 10d IN LAP. Q W REMOVE WINDOW AND FILL IN OPENING 16d NAILS AT 4" Q.C. ( ) WITH 2x4 STUDS AT 16" O.C. FASTENED MINIMUM 24' LAP WITH (12) J AT EACH END WITH (3) 16d FASTEN 7/16" OSB W/ 8d 1Od IN LAP. x * ( � LL_ TOE-NAILS. AT 6" O.C. ON EDGES, 2x4 No.2 SPF STUDS TO 2x4 ' HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR 12" O.C. N FIELD. No.2 SYP BOTTOM PLATE. HARDWARE. O L� FASTEN TO FLOOR SYSTEM c _ 2x No.2 SPF STUDS AT 16" WITH MSTA36 WITH (26) 10d L BEARING BLOCK PER TRUSS ENGINEERING. - Q L O.C. FASTEN TO TOP AND NAILS, FASTEN TO BOTTOM D BOTTOM PLATE WITH SIMPSON 2x No.2 PT SYP BOTTOM PLATE WITH SIMPSON SPH WITH w LJ W SPH WITH (12) 10x1-1/2" PLATE FASTENED WITH 1/2" (12) 10x1-1/2" NAILS TRUSS OR BEAM TO TIE DOWN CO SECOND FLOOR FRAM 1 N G PLAN NAILS ON EVERY OTHER STUD ANCHOR BOLT AT 48" O.C., W � Q (32" O.C.) 6" MINIMUM EMBEDMENT, L WITH 1/4" = 1'-0" FINISH GRADE - WASHER. x2"xl/8" S W Q z _Jj SHEARWALL LOCATION C NOTE: i % '' e Y' SEE DETAILS FOR FASTENERS THE TYPICAL WALL SECTION ON THIS PAGE SHOWS FIRST FLOOR WALL STRAPPING REQUIREMENTS. / � � O Ln SINCE THESE WALLS EXIST ALREADY, IT 15 POSSIBLE THAT THE EXISTING WALL FASTENING IS C) L-LJ M ACCEPTABLE FOR THE PROPOSED ADDITION, DURING THE DEMOLITION PROCESS, THE ENGINEER OF VERIFY EXISTING FOOTING IS 10"x20° CONTINUOUS O r-) -,- RECORD SHOULD VISIT THE SITE TO DETERMINE IF THE EXISTING FASTENING IS ACCEPTABLE. STRIP FOOTING AND STEMWALL CELLS ARE FILLED INTERIOR BEARING WALL _J U AT A MINIMUM OF 48" O.C. 1 W Q SECTION�l ALL--THREAD LOCATION = TYPICAL TWO - STORY WALL_ S ECT 0ALL-THREAD NOTE: SEE SHEET ST-1 FOR � ALL-THREAD INSTALLATION SPECIFICATION. z O _..._. u EE STUD SCHEDULE (W x N SYP IT (2) 2x 1 O 3:1 (2) 2x6 1:1 , 2 6 0 2 S JOSS LOAD TABLE FASTENED TO I-JOISTS PLATE No.2 SPF SPACING -V--- wlrH 16d NAILS AT 4' O.C. 7'- IG8T STUD 4 IZE 16" 0._C. j ___....._...�__ ROOF: LIVE LOAD: 20.0 PSF ;\ �.__ . -..__� DEAD LOAD: 7.0 PSF (,2) 1.75"x9.5" 2.QE 8,1 „ 9 8 2x4 12 O.C. n ' G-P LAM LVL --- --- -- 2x6 16 O.C. CEILING: r- --- - x6 - LIVE LOAD: 10.0 PSF ca 21cc� > 0,0„ 12 2x6 1 2 O.C. LIVE LOAD-STORAGE: 30.0 PSF r ?' -- j --- CLU 2x8 16" O.C. DEAD LOAD: 5.0 PSF o Q , E 2x6 No.2 SYP JOISTS FLOOR. CJ FASTENED TO I-JOISTS LIVE LOAD: 40.0 PSF WITH 16d NAILS AT 4" DEAD LOAD: 10.0 PSF (/) O.C. SW# SHEARWALL FRAMING: INSTALL (2) 2x STUDS AT EACH END OF THE SHEARWALL. WIND LOADS: oe FASTEN DOUBLE STUD GROUP WITH A SIMPSON HTT22 WITH ASCE7--98, 120 MPH WIND, PER FBC 1606 (32) 16d COMMON NAILS INTO DOUBLE STUD GROUP. USE EXPOSURE: C 1/2" ANCHOR BOLT WITH A 12" MIN EMBED. WALL IMPORTANCE: 1 .0 SHEATHING IS 7/16" OSB FASTENED TO FRAMING W/ 8d AT BUILDING CATEGORY: II 6" O.C. IN FIELD BETWEEN DOUBLE STUD GROUPS, FOR PARTIALLY ENCLOSED BUILDING; SW3, USE 8d NAILS AT 3" O.C. ON EDGE. FOR SW2, USE INTERIOR PRESSURE 8d NAILS AT 2" O.C. ON EDGE. COEFFCIENT: 0.55, -0.55 HL J L. ROOF PITCH: 6:12 _.- --- (2) 2x6 (2) 2x6 1:1 (2) 2x10 3:1 - THIS SITE IS EAST OF 1-95, WIND-BORNE DEBRIS 1:1 WI-6O I-JOISTS REMOVE WINDOW AND FILL IN AT 16" 0.C. OPENING WITH 2x4 STUDS AT PROTECTION OPQNIINGpPROTECTIION. BE O.C. FASTENED AT EACH EN CONVENTIONAL ENTIONAL FRAMING NOTES END WITH 3 16d TOE-NAILS. 1 . ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. FLOOR I c RAM N G P LAN 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. COMPONENT AND CLADDING 1/4" = 1 -D 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. DESIGN PRESSURES FASTEN LVL TO WALLS: ( 4, FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOENAILS, PLACE 2) 2x STUDS UNDER EACH END OF BEAM. FASTEN STUDS TO EXISTING STEMWALL FOOTING WITH SIMPSON HTT16 5, FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE RAFTER EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, SF PSF PSF WITH (1) 5/8" THREADED ROP, DRILLED AND EPDXIED INTO AND (5) 8d NAILS INTO THE TOP PLATE. AREA, . .. EXISTING STEMWALL WITH SIMPSON SET ADHESIVE OR _-----._ APPROVED EQUIVALENT. FASTEN BEAM TO STUD GROUP WITH0-20 44 -54 44 -47 (2) HTS2o WITH (24) 1od NAILS IN EACH STRAP. 6, FASTEN ROOF RAFTERS TO 2x8 SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) _ I 8d NAILS INTO THE SLEEPER, SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF EXISTING 20-50 42 -50 42 -45 AND PROPOSED FRAMING, 01 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS, 50-100 40 -48 40 -44 0 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1 -1/2" NAILS, 100-200 39 -44 39 42 w L V N 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. s 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF CD Q C d COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0 `0 O a 11 . KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d NAILS IN EACH / � m MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d NAILS IN BOTH MEMBERS. PLACE ♦,, �41��► tr �� H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND EXISTING OR CEILING FRAMING, ° s'¢•` � '�, Sheet No. .., �h► '� 12. ALL SLEEPERS ARE 2x6 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. �• V : ?� 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. G1i .a : '3T h : a, 41 4.4 NN 6, `r s doc ment, :oge,her wltr th e c -coats end ces'g^s prese^ted -ie,eln is i^tended on y for tr e saec`Ic purpose ono el ent for wYtich it wos preoared. Ruse of and improper rellance o tnls aocur ant without w'itten a no'zatlor cy artrer Erglneering sha'- be wltr 0 t Ilob l ty :o Garr er wrgineerirg. Geoff 9/6/2004 10:48 AM 6order_24x36,dwg _