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8th Street 388 STRUCTURAL DESIGN PACKAGE FOR Co otf THE 1!! ELHORSM Uj LU D T A :PIC) ITION L 0Uj Lli SITE INFORMATION � a CONTACTS SHEET INDEX z � o w - n 111 0 HOMEOWNER: SELHORST STRUCTURAL ENGINEER 1 OF4 T-1 COVER SHEET Li Cn ADDRESS: 388 8TH STREET GEOFF GARTNER ENGINEERING 20F4 S-1 FOUNDATION PLAN w CITY, STATE ATLANTIC BEACH, FLORIDA 3515 OCEAN CAY CIRCLE 30F4 S-2 FRAMING PLAN u~, 00 m ZONING JURISDICTION : DUVALCOUNTY JACKSONVILLE BEACH , FL 32250 40F4 S-3 FOUNDATION DETAILS o � g (904) 608-0364 w a CONTACT: GEOFF GARTNER, P.E. Cn AR E A TABUI-A TION 0 DIMENSIONS: Q) 0 " o OVERALL DIMENSIONS: TAKEN FROM EXTERIOR WALLS P0 �� a� INTERIOR DIMENSIONS: TAKEN FROM STRUCTURAL MEMBER (STUD OR BLOCK), NOT SHEETROCK, DIMENSIONS ARE IN SQUARE FEET. 1ST FLOOR: 489 w z 2ND FLOOR: 0rr, N TOTAL ENCLOSED: 489 '--' 0 ATTIC/GARAGE: 0 PORCHES: 0 TOTAL COVERED: -489 FILE COPY oPa�r CITY OF IUILDING f Ea��o FIR2C LO CID N 00 �Lo 0 COr <�o<�m 1 OF 4 Q GENERAL NOTES , ,. 3: M 0 1. CODES USED: 2004 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS,'APA AND ASCE-7. 18'-0" ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE. WITH APPLICABLE CODES .� AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. --------------------------- W (2) 2X12 BAND BOARD 3. 'CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO �, Eli WHERE FLOOR SYSTEM IS COMMENCING I CONSTRUCTION. ------------ -- PARALLEL TO EDGE. o 0 4, 'DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS.- 1 i I JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON ~ THE PLANS. .L Uj I I i I I 2X12 AT 24" O.C. FASTENE o TO DOUBLE BEAM WITH 5, SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER Z z U 1 I ( LU210. SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL 0 0 I PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS o a 11'-0" ' I SPECIFIED WITHIN THESE PLANS, Q o (2) 2X 12 FOR FLOOR JOISTS w D _ ___ _ _ ___ _ ___ ___ _ _ _ _ __ ___ _ _ __ � I I __ _ _ __ _ _ __ _ _ __ __ _ _ __ _ _ _ __ SUPPORT. CONCRETE NOTES .1 .1 __ol PooN I I __ ___ _ ___ __ __ ___ _ ___ ___ _ _ __ i I I _ _ _ ___ _ --- _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ ___ 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 2500 PSI 'AT 28' DAYS. I I I I 2. 6X6 W1.4 X W1.4 WWF TO BE PLACED IN THE' CENTER OF THE SLAB. WWF SHALL BE LAPPED j 1 I I REMOVE EXISTING BAND BOARD I SEE WALL DETAIL 1/ST-1 8 THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. ' MINIMUM FIBER LENGTH = o WHERE NEW FLOOR SYSTEM I I FOR COMPLETE WALL 1/2 o BEARS ON EXISTING STEMWALL. I SECTION. V) o PLACE NEW FLOOR JOISTS ON 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED o I i I I EXISTING STEMWALL. I I OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON PRIOR TO un t I ( I I POURING. Z r I I I I 4. THE FILL- BELOW THE FOUNDATION SHOULD BE FREE. OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS MATERIAL, SOIL MUST BE COMPACTED TO 95% MODIFIED I I PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 4 t i I ic> I i .5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM—A615. M I 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", i I I I I WHICHEVER IS GREATER. i 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". I I i I I I 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; W N I t I ( i I 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH U 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 0 I I I I i 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY LJ F-- I I I I I I REINFORCEMENT. L1J 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING SHOULD E)-- BE �- j I I I BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM W I-_ I ( I I FOUNDATION PLAN, CONTACT THE ENGINEER -OF RECORD. � U) U I (2) #5 REINFORCEMENT. I I I 10. STEMWALL TO BE A MAXIMUM OF 6 COURSES TALL. CONTACT ENGINEER OF RECORD IF = w I DRILL AND EPDXY I I I STEMWALL WILL EXCEED 6 COURSES IN HEIGHT. F— m I REINFORCEMENT USING I I t p� . I I SIMPSON SET ADHESIVE OR I ( � I I U APPROVED EQUIVALENT. I ( I 11. STEMWALL AND MONOLITHIC FOOTINGS ARE- .INTERCHANGEABLE. ry 00 �- I MINIMUM EMBEDMENT INTO ( ( i i P SOF • O 00 z 1 I EXISTING AND .PROPOSED I I I ( 12. WHERE THREADED RODS ARE EMBEDDED 12, INTO STEMWALLS, THE TO TWO COURSE FOOTINGS IS 6". MINIMUM I i I I STEMWALL MUST BE .FILLED. � Q I I EDGE DISTANCE IS 3". 8"x8"' THICKENED - EDGE WITH (1) #4 CONTINUOUS (W 12 x 12 x 12 DEEP FOOTING WITH (2) #5 BARS EACH WAY I • I �����--rr�r --..r �.�.ter��w w.�...1 ' I ' f ' ' I 11,-a„ I i I I I . I I o � N /��%FLOOR JOIST PLAN.STEMWALL_ FOUNDATION PLAN 1/4" = 1'-0" 3� v0 &_0 ovQ. CONTINUOUS. BOND BEAM WITH 2500 PSI CONCRETE AND (1) #5 BAR STEMWALL VERTICAL REINFORCEMENT TO BE #4 s� DEFORMED BARS AT 48" O.C. sj FILL CELLS WITH 2500 psi O �+: • i�' CONCRETE. FINISHED '•" ° VARIES GRADE 14 , \ '\ '' GARAGE SLAB Q 8., CMU (TYP (12"x 12" CMU FOR PIERS) X. %/ M ,• VERTICAL REINFORCEMENT •• n TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO BOND BEAM d • a SEE FOOTING SCHEDULE FOR BAR SIZE AND PLACEMENT \ -b- FOOTING FOOTING TO BEAR ON FIRM UNDISTURBED SOIL FOOTING SCHEDULE W N N STORY REINFORCEMENT FTG DIMS QTY SIZE M (QTY) d b L 1 (2) #4 10" 20" 2 (3) #4 OR (2) #5 10 20" m 3 (3) #5 OR (2) #6 12" 24 v O V > O ON 0 0 GARAG E STEMWALL_ FOOTI N G o� � o Sheet No. NOTES: 1. IF PIERS EXIST, PIERS TO -BE CONSTRUCTED WITH 12"x12" MASONRY BLOCK, WITH (1) #4 VERTICAL REINFORCEMENT AND CELLS FILLED WITH 2500 psi CONCRETE. REINFORCEMENT TO BE EMBEDDED INTO FOOTING 6" MIN. PIER FOOTING IS 18"x18%12" DEEP WITH (2) #4 BARS EACH WAY. GEOF'FR GAMER P.E. 39328 04-04-07 2 OF q- This document, together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. �T r F IN Q " RAM G NOTES AND LEG E N D TOP AND BOTTOM PLATE' MATERIAL: 2x No. 2 SYP, UNO. °° STUD MATERIAL: 2x No. 2 SPF, UNO. ALL HEADERS ARE (1) 2X10 WITH 1 CONVENTIONAL FRAMING NOTES: HEADERS: . KING AND 1 CRIPPLE. 1. CEILING JOISTS ARE 2X6 AT 24" ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE , O.C. CRIPPLE, UNO. FASTEN HEADER 'LUMBER TOGETHER USING (2) w 2, FASTEN TO BEAMS AND TOP ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON o PLATES WITH (3) 10d TOE-NAILS. CENTER, USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER o 0 (2) 2X 12. EXTERIOR END OF THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE a 3. FACE MOUNT WITH LUS26. HEADER DETAIL ON SHEET ST-1 FOR FASTENING SPECIFICATIONS. BEAM MAY BE BEVELED TO �- Z FIT ROOF. HEADER NOTATION IS: E 0 NUMBER OF PLIES IN HEADER Z o 17EXISTING CORNER STUDS TONUMBER OF KING STUDS 0 CL REMAIN FOR BEAM SUPPORT. c>c FASTEN BEAM TO STUDS WITHEXISTING CEILING CAN BE o 1 W (2) MSTA24, FASTEN STUDS REUSED IN THIS AREA. C ) 2x10 1 . 1 o � TO STEMWALL WITH LTT20B• USE 1/2" ANCHOR, WALL AND HEADER LOCATIONS EMBEDDED 6" WITH SIMPSONr` NUMBER OF CRIPPLE STUDS ARE NOT TO SCALE. SEE SET ADHESIVE OR APPROVED I ARCHITECTURAL PLANS FOR EQUIVALENT. SIZE OF DIMENSIONAL LUMBER o EXACT WALL/HEADER LOCATIONS. w o ' (2) 1.75 x1 1.88 2.0E G-P DOUBLE 2X 10 CEILING JOIST FOR. � o LAM LVL. EXTERIOR END OF RIDGE' BEAM SUPPORT, UNO. o BEAM MAY BE BEVELED TO in FIT ROOF. PORCH/GLULAM BEAM 0 COMPONENT AND CLADDING EXTERIORZONES NOT DRAWN TO SCALE PLACE (2) STUDS UNDER BEAM WITHIN EXISTING WALL. FASTEN BEAM TO STUDS WITH (2) MSTA24. FASTEN STUDS HIGH UPLIFT DESIGNATION. STUD SCHEDULE TO STEMWALL WITH LTT20B. I U . USE 1/2- ANCHOR, * ' PLATE HEIGHT No.2 SPF SPACING EMBEDDED 6 WITH SIMPSON X, STUD SIZE SET ADHESIVE OR APPROVED HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR UP TO 8' 2x4 16" O.C. EQUIVALENT. HARDWARE, 2x4 12 O.C. BEARING BLOCK PER TRUSS ENGINEERING. W 2x6 16" O.C. U Q 2x6 12" O.C. TRUSS OR BEAM TO TIE DOWN W o 10 1 - 2x8 16" O.C. Q W OJ SW SHEARWALL LOCATION W �--- SEE DETAILS FOR FASTENERS ry �--- I- m TT7T.i INTERIOR BEARING WALL 00 _ cl� 00U Z 61 ALL-THREAD LOCATION 00= 00 QJ ALL-THREAD NOTE:: SEE SHEET ST=1 FOR d ALL-THREAD INSTALLATION SPECIFICATION. L ij FRAMING PLAN 1/4" 1'-0" CEILING FRAMING PLAN, 1/4 V-011 LOAD TABLE r ROOF: CONVENTIONAL FkAMING NOTES: F LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF 1. RIDGE BEAMS ARE 2X8. 2. RAFTERS ARE 2X10 AT 24" 04C., 6 LIVET UNO. LOAD: 10.0 PSF � o LIVE LOAD-STORAGE: 30.0 PSF �, p 3. APPLY COLLAR TIES AT OPPOSING A RAFTERS. DEAD LOAD: 5.0 PSF ;� I -v 4. SLEEPERS ARE 2X12. FLOOR: 3 �0 'o 1 5. SEE CONVENTIONAL FRAMING Q C O NUE NTI 0 NAL FRAMING NOTES 0 0 0 0-0 �' o NOTES ON THIS PAGE F LIVE LOAD: 40.0 PS o s a o `° DEAD LOAD: 10.0 PSF U N 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. DECK LIVE LOAD: 50.0 PSF FASTENER INFORMATION. a10 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON PLANS, WIND LOADS: 3. ALL ROOF RAFTER SIZES ARE NOTED ON PLANS. ASCE7-02, 120 MPH WIND, FLORIDA BUILDING CODE, RESIDENTIAL EDITION EXPOSURE: C 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. IMPORTANCE: 1 BUILDING CATEGORY: 11 Q 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER ENCLOSED BUILDING: AND (4) 8d NAILS INTO THE TOP PLATE. INTERIOR PRESSURE COEFFCIENT: 0.18 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER AND (4) ROOF PITCH: 6:12 8d NAILS INTO THE SLEEPER. SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF EXISTING AND PROPOSED FRAMING. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. COMPONENT AND CLADDING. �7 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX 1-1/2" NAILS. DESIGN- PRESSURES Q 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO n STUD BELOW. EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, L1_ 10. 1 X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS, BOTTOM OF AREA, SF PSF PSF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0-20 30 -45 30 -38 11. KNEEWALL FRAMING: FASTEN STUDS TO SINGLE TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d 20-50 33 -41 33 -36 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 50-100 31 -39 31 -34 CEILING FRAMING. 100-200 29 -35 29 -33 12. ALL SLEEPERS ARE 2x8 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. Cn OF i 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. CPC LO o 14. FASTEN ROOF RAFTERS TO LEDGERS WITH ``' N U O C) avi C� d C CD N O c�i > o p 0 CLo a0 N (DD oV Sheet No. KNEE WALL FRAMING PER NOTE 11 OF CONVENTIONAL FRAMING NOTES /::�%ROOF FRAMING PLAN . S 2 4GFFREYGARTN58328 04-04-07 3 OF 4 This document, together with the concepts and designs resented herein is intended only for the specific purpose and client for which it was DATE g p g p y p p p prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. Q c� M FRAM I N G NOTES 7/16 OSB ROOF DECK FASTENED TO FRAMING WITH 8d COMMONS AT 6" O.C. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL w ON EDGES AND 12 O.C. IN FIELD, DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. • o � ` o 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON Z FRAMING PLAN SHEETS. Z SEE CONVENTIONAL FRAMING NOTES3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE FOR RAFTER TO TOP PLATE FASTENING. CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES E p ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF. EQUAL CAPACITIES ARE Z o rr NOT APPARENT. � 0 a o 2x NO. 2 SYP TOP PLATE. FASTEN STUDS TO TOP PLATE WITH SPH AT 32" 4. ALL WOOD DIRECTLY. EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL U o O.C. SPLICE TOP PLATES TOGETHER BE PRESSURE TREATED. o N cn WITH (2) MST18 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED, • o 7. DIMENSION LUMBER w .d- FASTEN 7/16" OSB W/ 8d 0 6" O,C. A. ALL MEME�BER SIZES GIVEN IN: THE DRAWINGS ARE NOMINAL N o 0 ON EDGES, 12" O.C. IN FIELD, DIMENSIONS o B. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON 2x SPF STUDS AT 16" O.C. SEE STUD PSTSC ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS Z TABLE ON FRAMING PLAN FOR STUD SHALL BE FRAMED WITH SIMPSON STRONG—TIE JOIST HANGERS OR EQUAL SIZES. FASTEN STUDS TO STEMWALL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL WITH MSTAM36' WITH (9) 10d NAILS IN BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE STUD AND (5) 1/4"X2-1/4" TAPCONS DETAILS. INTO STEMWALL. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHEWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 2x NO. 2 SYP PT BOTTOM PLATE,. 8d = 0.131" x 2-1/2" _ 202 BAND BOARD FASTENED TO FLOOR 10d = 0.148" x 3" JOISTS WITH (3) 10d END NAILS, 12d = 0.148" x, 3-1/4" �..�--- 202 FLOOR JOISTS. SEE S-2 FOR 16d = 0.162" x 3--1/2" W FASTENERS 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE U Q SEE S-1 FOR FOUNDATION DETAILS. FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. LIJ A 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED D L>J OTHERWISE. (� C111 ; CY U = w E-- m (Jf U ry 0 0000 Z J WALL SECTION O LUL BEAM, Q 1/2 1'-0" SPH WITH (10) 8d AT 24" O.C. IN HEADER, MINIMUM (2) PER HEADER SEE TYPICAL WALL SECTION FOR 0 TRUSS CONNECTION TO TOP PLATE. O � N �t � O 3� U� �0 O O U Q O NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH MSTA18 (� WITH (6) 1 O IN HEADER, (8) 1 O IN CRIPPLE KING STUDS & CRIPPLES: (6) 16d W BETWEEN ADJACENT KING STUDS AND D -CRIPPLES. ry ALL CRIPPLES TO BAND BOARD BELOW WITH MSTA30 WITH (16) 8d FOOTING OR BEAM BELOW TYPICAL HEADER FRAMING DETAIL 1/2" c 1,-0" C NOPE C LO o 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL U.1 N CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. U U � U O N U m d U C cfl a) = O p � � 00 N O n (o GnLO 0 --o 0) Sheet No. S T GEOF'FR W. ER P. 593 04-04-074 OF 4 This document, together 'with the concepts and designs resented herein is intended only for the specific DATE g p g p y p purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. 5E I 0 SITS. INFORMATION 51-1E.ET INDEX Homeowne' r-101Theje�tiorst �orens 104over Address: 388 Eigt6 ,5treet 2 of 4 Site Pian City, Stato: Atlantic each, Floricla 3 0� 4 Floor Flan County: Duval' 4oF4 Elevations J AKF....ACALCULATION5 FU z s New construction: 475 59. fit. � Qtn Existing enclosed porc6 to be encompassed: 145 59. (t. O cC New impermeable coverage: 3 3o 59. fteUW Q r� C: D 8" IU FILE COPY o 2� ��ns�araN;��aEA<H �eV1R'2'7 't 7 V aNiNNv�d .� 1� REVISIONS BY 1 1100•»�r� ,4 �p ,ta �.+ sT scT .1 nT�s c�'T'Y o��.�i�"�'k"T16 ' % �.4'd �►a ► •®•� I - GR41P 94,E 30 , q h >l, AW.woRrrc >� won THIe MAT7elllAt• Vol. �'"J 1.cod+ : BuMna Coaly�1,I CQ►mte inedU.,American r • Iwo �•S •p NE tI Nt/I p{�If1O>i M ..- Eracnnc ODDE.(1p�gt116N�" I b" ' ' 1rse of Tithber Co tr �d/+an+s�ioi�►t+thte + Il+goisly. . ` � �k�t: e.� yG• . . :: Novi1 a� W11.L 2.Live Loads: • CDlifr019i@AtlfB Ksl, ,, .}f�i I�'� (Q101,. ;•vi� J�:i�l d 000M 19 ,�•0 FLAthra At DWIXOR All mm"on cx.�,�rt ALL T�►t NY i VXX � ► f�o�f: 20 pat � ��.ii..CNaMr..•tr, _ 1 Mme/' 0 Gsh►.�' X NSI MCI � 344.'036 ROOT'DECF. Goom d loot: 44 Pd LOT MSA(l0NAtAM WV WN t SO=OF WATER, ' �+v Il i NIVW j} , 3� F>dAUlla�i A�lNfr1W111PRDVM 004M�PO 1W.GIILirR 11 D LIcaIFA' j C'o,a ON!'AGES. 12' •,O 8�illr' 40 plSf Wr,.* O/ �/ A X17 1 ; o,a, IN rll;4D(U.O.N,y W/ , T Q 4. :PRE-iAttIRE F4R T A810 a111►11 I IdN4114AI pM0i AT 8d COMMONS 3.Wind Loads, .. j Zw7 18C�fa+lm 1N$ARA®G ` 8�1i WII�d Load dotes y . »�. 0 E. PR!'-VMFOR9 i'TY$Vs1 /. ' It-A.,INSULATION IN .6011 t i 't CEILING , 4.A�i0118sAtin2: Pit ��' • •"a•*•• �. 'AW UEFA' OWL W L,i�MFI18 W� Mw till�QF GiA!EIIR 1:•.. . Sieg under am on wad*and tom sd be 06wooded to 96'!6 . ;r' a0a� ASI.�Iei1•TIPi Y ' A 7. AZ i,P+FM1 DF4Ai♦i F Tt >�M1MtM>a9lMlril!�FtN9'ALII.altquTsr, ;I /W4142XG NO. 2 S M TOP XLATC. mod"prootor max.dry deter 4A�'T'b�+l 04#67). s�11LIIN!1INI0-�opt�Ft9R�,MK CAP,a• .•r"' ! 1'X41 TI~N IN1(2)KOWS.1 Od COMMONS A • ` Q: �4►C:2Q1"T"1 d� t, P R�� 1►aN lit ! 2 X G PA9CIA W/ALIAA. O,C.,BTACiiG� �>MIN, 0,M11t0t iE; -IMIf r ii�IRYW.4.CAPACM M ltI RCD(U N O • 1 - •"'I'�A t « IPA t DRIP 4 AWM CONT 24 LAI'W/(I 2) I4d NA1L3 IN tAr C f+l0nrlal -a 3QOla .• . :.♦ p TOP FAA195 TO BTUD W/SPH W/(12) { m it , 8 r, tau, iF LY WM�, VCNT1±a 80PFIT t� A616. ,« , w. ,a ..�,,, ♦1. 1� '� >1FIAti,E Mouw+olp XT+' '+ A1il 0*M1.8( 1'AWl1 i , . I Od ON CVCRY OTHEK STUD R Welded Pat ;;ASTIR! t3t� 1 ApF;1kN1'F1*Ilh AIT 48"AIM+ANp�i" •Y4►ald.d Oabrlo ASTM AW >� 1 -4SS SON (ept'N .t�oF�t�#a s>auauw,o.ATt:01JNfiR3 ' IIi'91if .j CxTMCk"PII+NgH(9>:C HaN+clw Load 8a CMI,J 'ASTM Ct1�8,4r 1�-I. �. '�Q �� �E�R� ASTM AW w AN NNJ�FP16�AI.I.I1LOCi�I OR C4CV,'a OVER 1 SN�'Ct.T ,� �lfs .' 7�i9 or P80 � ',.. r.�:w,.•. 'r, OR rrYVCK BUILD.WRQ' g .,. Woodmbsr for 9ratrrll!k P+tts 02 GYP .0kAWW 119IL"WIND sou><NF®RhtA1ZON. «D !'! • 77JM Ma 0M+�t d';" wrwvi j �i(a'Ol3B OVER 2 X '8�'r+��9'ND8 ,.... 7'• iL[CTC far.i S0I�f,ort ' tI1.E 01 C'o,a. FASTEN&M W18d Boat . 1�4r11o0t1 1:@S' ,. load= ' Bill . tu+".•M> e>ww PAM j NAIL"!G'O.C.•ON COGC9, 12'O.C.IN 112 G.W.B.G ' ► � •Y1>Mi�+•Ft�i fR0N,1YlE QWriP►3At'�GI1yIti0te�K'reoN: •' rlew TYP _ . Vol ✓ , . ,s-w�w a�aN 14"K PIM rl Lot p' -iIYWBiL�tiW�3>ft ,• '. • :... C7 Q t ,rr• •. .. • "� ;; .; . 11�"' 4�•AWUx 011AI AN WON"uie A!5YP. BOTTOM PLATE TO STUD Cod":Florida Bu�Code ASCE-7-02 '"�'.'.tt Y ' • • R•! INSULATION'IN WALLS. t ." ...'�� f'. ► � !. WAwl •, •• ; S '"�: an10 rArK,T Dunn • . e0r,0 uear WH40 U^.43 •, �, ` 'rt,iT, asoar ousel rte ►uw�wo L1ow'r SLOre GIC c .:� 140W W ind Sped: 120.wo&Md' I ra Zone � �Gt+1�ai- •21t8i'1 � atnr�t .. , , ... ii•' s 'aouAaa0let�tcTwic ►�: flllllWl ,i .:1� , . 5vN1 ouxEr' . .waarnorr coli 4 ' I'Al D.t'i• Wiltd Im me R 1. 1.0 SwUing CaUgwy.•.II f.,i D 1'' 't ' • yon ay12 Mv QUUT ew PMN Baa • 20'.L f2 ® u++ittnrwsr�t a a rete.,/uellT V_ /��]�. +y W�ipd �c¢1 o81A1'6: C .. + . ... ..,..•„MOAU.. •' •� ,1 .1 Y,F.,,•..«•r-Ir• Nei ' �-sip ■ . ' './ �� • • ..• +'•... .'• . .... Noal NS/l aid Q �Q � ...... uC1 JtZ�►. NODI ;�/1 QNno� t t01 �e•�y '� rwiallt acl n '"�.. Cb 1--` . &Oct, Fo urcOroMC*-1. �a � t troNc aunts urs ,. t�a, Petal �11C1 . Ngir6t..113/i GNtXW' . .. poop Dot aooeuellTnac'«w+w. Ii1ItYia lGxsgs�lirs Coe#i+at QCi!l+.55 M -.55 1.�str6Y gI�CULA'4IDN9. 0400 MWOfORN (. MIM •,• 133�JJLS (H18) H1Lrw'1L%-13 • .. � . End Zone.=& ,►� • 51NGLE STORY lrJCl`ER10•R WALL 5ECTION ' ( -"--I- oW ) ' • �lL� �� gJ/ ��1 li EISA Fi®R,�,�J,C:.,.. ww...NY✓•Y,. ,.,1i•..,.• .. .r : . , ...i:' .. , BCAlt1 N.T.B. 1 2x4 4t1 mono 1i, -. ._.,._.. .. ..-- • .•... . • .. .:•••:" .♦: . . ... ` A FOUNDAnwWROW*441.IM FOWORW AND COPY OF.1�-'st�wgY IIA UM4 GR ALL .PQ a S41C+ G�1 PR4PE10i Y,Mlo11 MU II t A.,AND A~� M FV interior 10 +43,2 .46.0 MIWIc Ta TSI Vffdff �.j,•• 60 +39:9 ••42.7 �arrl�r�111�0�1'. '��,• , 100 +38.2 -0.0 MOM=-104011111M End tone. 10 +43.2 464.4 20 +41:9 ' .51,E• . .•. . . . • 60 +39.9 -47A' 10WI1U7ER . 104 +38.2 -44.6 . lei WINDOW•INSTALLATION (METMOp At•-1) � owo - t �Eo c�rrc SCC71ON A STEPS *OWN ww"&A NC7rC1 Into torEMIMA04 of do-5mm 10*0 l>w ora wood raw w+e d"be per A87M Crll►26 A2.2.2. A drip vor00d OPENII TO 6' Inital•led per ASTM Wailml 106343. Zoe bdavw •.. ' ., OPCNINGS LC39 mm USE(I) •+� xlc THAN SC'NSHALL 510144V6 TOP Usk(1)KING 4(1) I'sOT'fOM r °,ter CRIPPLE "[ 'tern° FIR 10 ; OPENINGS OCT WIMN ( NOTCH OPEN WGS 51-7' 86' &-0'SMALL. TYPICAL STRAPPING(U.O.N.) USC(2)SPH-VC " ►osteo •►►sww .. ' USE(2)KING 4(2) I Tor 4 DOTTOM OUPI'LCO W.O.N.) 8PM4/G 0 32'*x. 4, N mrrwe ru►sFallo . IF ONINo .�. PC C=05 a'-o'IN ' , - �� 1,;tell list" VAPTM 6=PLAN - ANCHOR DOLTS + 0 •0, •• 1... AT HCUEAD 1 N F►11 „ � RE wRa MAY be LoCAT1ro I -AT GTM*IRC Or J KM O IKUPS,•PLATO . . "T or CONT. , DETIOME 1.DOLT 4 Op ' KING 91'UD ', C�r1EAe p AtNwo� _. V Plan'pole da poAlm otti;els.It l0 P&Aegttre eessWe red AVW v�the SI vtI11r01vwAWw�•Chen amort f ANCHOR DMTS W W ovaoW SewgdWm "I awl*10a Ip OMA v bM*0 WOWOf 60 00 18 00001#*A*b0 MUST De WITMIN 12' aoe"F116or 08a mmise IN appr+ova 1w*0%aft t36 ora w"bam"Hdo*Mbioo lwbw: T 1` wast4ffi ft In phe>aCe 1bat0d AmearbVes � Of KI NO STUDS ;456,*WW.mW be vuod'by the Uldlxg tNlil W Ifor VAdwe oil IG tl, latest eidw raWft BWW*g Cods. O R*1 chw9teatlea.tmolls 4i•3•ou •• D" t/Z'X1 0'1 MCHM • A00"elope dew be Iw1401ted over the bww+R o00t w dw rAb**&]l WNW ow 16e b•10wc10101 DOLTS®agi O.C. 10th&Rd emw Was. � � krll� '� . . . P►a A I Ses�►a 705.6.7 t ail"A#." alureb Poas*#lass ire tie' O ...- TYP• 5TUCC0 FL.A5HING DETAIL fu► „�• lum 9w'vwwvw Mom"ow �- ,� ` i d iR iM►s code.k the of the H a3) OEM that ". C • 2 MIN. ~' ..._ " .. ° KAI.�INT 'fir>�eriai snot Aroet tale A��S- �w, � N ap�bai ro bei o>' 1 Allam$-11'14.This 0 � a0mma�iai•Qagetivodoa• TYPICAL HEADER,5TRAPP(NGwpm . , .. SCALM N.T.B. (no Nu4W rode) " •u n:►rw,o m _ C '1� ^CJ HUGHCOTP-4 OVER TOP MUGHCBTP-4 OVER TOL' i ..,.... h _10 PLATO TO HEADER 4 as PLATO TO HE+L+DCIt 4 as ,, ( �f ! ..•C N MAX MN AX (2)2X8 MIN.0 AL .woo-momQ . �,..� L _ OM1414GS UP TO 4'-0' 0 TWO ROWS i Gd NAILS U.O.N. INTE Wf W STAGGERED 0 10'oCA.PA+CC Of 2X 10 OR SMALL!-R HEADERS (a)zx I©•MIN.�ALL t,) VP coraHCR W WINDOox. ' Ca� =� OR TMREC ROWS 16d NAILS ,01'CNINGS PROM 4�•0''TO ! T4�F . 9TAGGi~Rt`D 16'o♦a POR II G-o'VAN. '�����DO�$1 � � C HEADCRS GREATER THAN 2X 10 (� II (2)2X 12 MIN.,*AU II. -• OMMNBS G"ATCK TKAN /� ISpan Tabu for No.2 SYP Rafers O No C L O G'-o'u.o.N.oR A9 ,,� of glad•20'psi LL,j BIMPSON C5-I G,U8C,ONO 0 M---/ 9MOMCD 0Y CNGt=F. p I I IIt• SWSON A3s HURRICANE � 0;�. 24"o.C.JACK 4 KING OR U.N.O. 2"xa" SYP No.Z RIDGE 13EAM CUP, SEE UPLIFT �•-•� " J II II CSI CTOR -SCH&DUtLE " J "� 4j SINfs 2X4 JACK STUD POR H II , 2"x6" SYP-1 a.2.OVERFRAM'ING ' � L.c �-`� •� OPENINGS LC89 TNaN OR EQUAL II PILLING a 9LOCKING'A'y• - O TO G'-0''4 V15L 2X4 JACK STUD izici.TA9TCNt;D TO RAFTIrRS ® 24" O.C., SEE ROOF ._.0 F TAles far U 2 Slur r11�IRers Na C n POR OPENI,NG9 GREATER THAN II A HEADER W/(?)•IGd 0• FRAkabkiVG PLAN. � .J�o�#- w-o'{NAIL W1 I Gd STAGGERED® 11 II G o.a,u.o.N... _ . W16 Drywall C�•24 psf LL,1S pbf DL brJ II II WE 12"ax. O.C. 24"o.c. 11r..�.� II II 2X4 KING STUD _ f 1 �0 FRAMING DELOW WINDOW NO I 1 11 w'•T• I) ••• • • " J l X 1 1 . ..;. /� Cp X CONNCCFORB 9=. •• • •• • �•L••+ II x E �. I I I I I d 4an Tiles for No.2 SIVA COW%j0W PT WWOM 2 x 6 SYP No. COLLAR"TWS w/ NUTWA5HCK 2'MIN. II I I I I I I II - a- 2d N�14s`EAI✓� 04D. ' 20 pd LL,fS pd DL SEC ROOF.FRA#fl~tiC PfAN ' \ t' SUE f2"ac. 4G"a-o• 24"o.t. ►'� I)7'1E: COLLAR TIC- TO r3E' t_OCATED IA2'fd GO DOLT®6'Q,c,s• II DOOR OR WDW. OPENING 1i '" 1403 IrI CHER THAN:2/3.:TME TOTAL. EMBEDDED W12'WAt.WCK U5C 2 ,•; ' i-LIGHT-OF 1}-lE Rear•- R ----- .- -- 0 OFr.NING5 V AND Ovc.R �;., ';: t _ IrT TYPICAL FRAME OPENING DETAIL - `'' 5CALC1 9J4'-.1 1 U' (w/thread rods) _ �: w '� I' n►1�l� � ET�� i + �� •' ,• SPO Tables for -' .•a,. .. � . .- ;, -;:,_�:.,• , No 2 GYP Floor Joan# Z. 40 W LL,10 psf DL • ^ DRAWN • 3 12'R•s. 48"O.C. •24"o.c. t� '-•j -'-- f► CHECKED CALCOLATION -q-OL FLOG K A o (PAK) 3- DATE Lor PITr£fl Roof Framing Notes. , ip � - • _ SC LE 1. Cup raters to each boa 4 �T(;� � •(o 0 ?J J� R4. For a &9 P"►+I W.H2.5A cllps tip to 14'sem. 4 greater Sian 18 span use Simpson LT312. JOB N to. 2. AN ridges.XW valleys s#tan be one(1)ftaminal size larger than adoining rafters. 3. Nail rafters to ceiWg joists with 4..131 11 x 3114•'nags, 4. Nail rafters to pates with 3.16d wnmoq nails. SHEET S. AR raters and tAr4 lout st be t~1a.2 or Bt.SYP. Vol OF SHEETS NATIONAL PRWTPAST NO.186A•2446 sten j REVISIONS BY .y rte" f � \..-.w.4. •,..h••+ ... ..•.••.•.. • •.r• ' �•' f �wrw•�•+►\.A. w�►w+4�✓:..w1.1•.L.ia..•w• .l"�r'wwwrwwwrw � wr....w,wr•,. 10'w"MINst ob 14 • •) ••rp•.•r•r wsw••�1� .; • • � I ��y Er7l' •!j 1 i R • i w..«•r.. ...., � = I. •, ,f�* . �' r. ••tet �'+. h \ , li••11/.rs Q a �-- IT 'L.' 00 ld art tl*ttr j7•...•, .,.. r *rww•...rr.n.....wi.w.•w.rw«....•. ww.w.w+r.«ow..w....... ...r•r.r.+..•.r.....r.r.........+.�.w w...rr.wr.w•.o.f•+...�....«... ..r.�.w�.w.r+......w. �.�.•� . • t ' ` �' ' ago + CAW ' . • o a' S4• % -0 .... .. /'"� jam.... ........r.......«...._ ( •�• N TIN . o i Ic Atom. _. - ,..... .. . ..,......... ... �..... .._..._ ...... m tl,. 50 1 44 + , t l ' « ':�v a.. ,.moi,..,. ,./ . �•w..V. ..«.,.....,....._..w...........1.....»....:w,..a-.«+rti zffii�y ., ` rwrnww�ww+•wr���..., S • ,. � � � ^tel o ..4j �x • .. . . . .... "�d� �► �y ry v �� a jam..a .� I RAWN ' f CHOCKED SCALED DJ . 1 JQNO. 01 1 00 "001 . ...�._...•.J•_, �elGe'�.1�. ����-. '•(ii/'�/ ` ��r.�iV7-'�� SHEET OF SHEETS �`�{ M4710".PBWVWV N0.186A 24x36•wn in a. � 3. g to roof 2 nye I .� ,,1 d rt .Jif ; L. 3pr �/J\'-, ••h , !(`/.�'} 1 [ �1,",f I�... I �'r ,♦♦I...+.,,.o1i.e .,..'�, 1�i .� +� _ •` >. rel'+ 1. Lr .tM. �.i.9� !�i/ i,, r�• IF.�,y I 1 .r�' - ' existing cedar shingle ga�, tal roof, cedar thirigle r t 8' " �.. cedar shingle siding 3, 1/41 3 J V L I y f Y (�`IF., 7H..n y +'kj•4.i •'j.�.y:.�i'aiy, wr+w ' .- 4 ' t „3�J' +�'"�''r� t,,,d-w.y:T/'<tr: ✓:r" -•�r,f;::. t , j..,Ff t11 �fdTy/..t•+ •.i n F .n 4 Z 4 i' M. y' ti l I y,Y 1' V k rC•- 1/4 s � 4 i•e;�%4�s�k_ r �` s r; to •,�„ yM'?!k.. ��f♦�; .„r,�;'j'�F:;., 's � t'!.'�<•• rr#}k.,`' 35' 1' 4 7/$' 8' �.��” 38' 4 1/ " 71 211 SOUTH ELEVATION WEST ELEVATION 12 , r�r.' •T t �'�. . 7' 31 �z 1 .: 6161 81' 32 1/4" , .}.. ............................................................................. ."'�"— ' r r ... �-�t 15r 3 1/4 2' 3/811 LL— ro ADDITION EXISTING L 8 l -28137/811 r 4 718 ri o EAST ELEVATION II^^ 1/4" PER FOOT (� a 3 3 FRAMING NOTES AND LEGEND Q 6x8 CEDAR BEAM, � 0 TYP A 11 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. °0 0 �' STUD MATERIAL: 2x No. 2 SPF, UNO. ALL HEADERS ARE (1) 2X10 WITH 1 CONVENTIONAL FRAMING NOTES: HEADERS: (n KING AND 1 CRIPPLE. 1. CEILING JOISTS ARE 2X6 AT 24" ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE "NEW PORCH FRAMING" FRAMING IS SIMILAR TO SIDE PORCH. V) O.C. CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) w � a 2. FASTEN TO BEAMS AND TOP ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON � w 16X16 MASONRY COLUMN TO 5't ABOVE GRADE ON 24X24X12 FOOTING. > PLATES WITH (3) 10d TOE-NAILS. CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER o `" o w FOOTING HAS (3) #4 BARS EACH WAY WITH ONE BAR EXTENDING FROM THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE z Cy FOOTING INTO CORNER CELL. EACH CELL OF COLUMN HAS #4 BAR x 3. FACE MOUNT WITH LUS26. HEADER DETAIL ON SHEET ST-1 FOR FASTENING SPECIFICATIONS. I` m VERTICALLY. CELLS ARE FILLED SOLID WITH 3000PS1 CONCRETE. z w HEADER NOTATION IS: �, z 6X6 CEDAR POSTS F -THI EABE-�---ANC_H.OR--WtTk� - - - - - - - -- - - - _ 0 0 E -- --- - --------------------- -------- - - - - - - - - NUMBER OF PLIES IN HEADER z z WASHER. EACH COLU N HAS (2) THREADED ANCHORS AT BASE AND AT TOP. CORNER COLUMNS H E TOTAL (6) ANCHORS, MIDDLE COLUMN HAS (4). EXISTING CORNER STUDS TO 0 w NUMBER OF KING STUDS o a U_ °- (THIS IS TYPICAL OF, - AVING 2 ANCHORS PER POST). BEAMS ARE LAG REMAIN FOR BEAM SUPPORT. o BOLTED TO COLUIROM THE TOP. 2X6 RAFTERS AT 24" O.C. FASTENED FASTEN BEAM TO STUDS WITH EXISTING CEILING CAN BE w o v TO BEAM WITH ,13, ALL HOLES FILLED WITH 10d NAILS. RAFTERS FASTENED (2) MSTA24. FASTEN STUDS REUSED IN THIS AREA. 1 � 2 X 10 1 : 1 0 (n w TO LEDGER AT' ALL WITH LSU26, SLOPED. LEDGER TO WALL WITH (3) ROWS TO STEMWALL WITH LTT20B. - °f OF 1 Od NAILS T 16" O.C. 1/2" OSB PORCH SHEATHING FASTENED TO USE 1/2" ANCHOR, RAFTERS WITH 8d NAILS AT 6" O.C. IN FIELD AND ON EDGE. EMBEDDED 6" WITH SIMPSON SET ADHESIVE OR APPROVED NUMBER OF CRIPPLE STUDS 0 0 EQUIVALENT. SIZE OF DIMENSIONAL LUMBER (2) 1.75"x11 .88" 2.0E G-P LAM LVL w o I AT OPENING. FASTEN TO CRIPPLE (2) 1.75"x11.88" 2.0E G-P t DOUBLE 2X10 CEILING JOIST FORo 0 0 STUDS WITH MSTA24. FASTEN LAM LVL. EXTERIOR END OF RIDGE BEAM SUPPORT, UNO. Z CRIPPLES TO FOOTING WITH LTT20B. BEAM MAY BE BEVELED TO o 6x8 CYPRESS WALL AND HEADER LOCATIONS BEAM, TYP ARE NOT TO SCALE. SEE FIT ROOF. PORCH/GLULAM BEAM � z *- N __--- - -- _ ARCHITECTURAL PLANS FOR Z 01 EXACT WALL/HEADER LOCATIONS. - _ - EXOMPONENT TER ORZONESDNOTADRAWN TO SCALE ADDING PLACE (2) STUDS UNDER BEAM WITHIN EXISTING WALL. V) I FASTEN BEAM TO STUDS WITH W � I WITH LTT20B AND 1/2" HIGH UPLIFT DESIGNATION. I I -- THREADED ROD DOWN TO STUD SCHEDULE U 0 :i i i FOOTING. _ °x° w PLATE HEIGHT No.2 SPF X, co m STUD SIZE PX- SPACING HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR j I HARDWARE. j _ UP TO 8 2x4 16,� O.C. j EXISTING WALL TO PATIO REMOVED AND REPLACED - ---- 2x4 12" O.C. BEARING BLOCK PER TRUSS ENGINEERING. W U WITH (2) 1.75"X11.88" 2.0E G-P LAM LVL OR 8'1"-10' �. Q APPROVED EQUIVALENT. FASTEN AT EACH END WITH (2) 2x6 16„ O.C. TRUSS OR BEAM TO TIE DOWN Z Uj 0- ! MSTA24 WITH ALL HOLES FILLED WITH 1 Od NAILS. 10'1"-14' 2x6 12„ O.C. W LL1 EXISTING RAFTERS BEAR ON AN EXISTING KNEE WALL. 2x8 16 O.C. 0 LLJ J v I j KNEE WALL STUDS TO BE FASTENED TO NEW BEAM - __-- ___ SW - if WITH MST12 WITH ALL HOLES FILLED WITH 10d NAILS. SHEARWALL LOCATION I-- 00 EXISTING CEILING JOISTS ARE FASTENED TO NEW LVL m ISEE DETAILS FOR FASTENERS WITH LUS26 OR BETTER _ . Q D I = w 6x8 CYPRESS BEAM, TYP INTERIOR BEARING WALLry (� 00 F- WALL AND HEADER LOCATIONS B ALL-THREAD LOCATION 0 00 Q ARE NOT TO SCALE. SEE = I`r) ARCHITECTURAL PLANS FOR ALL-THREAD NOTE: SEE SHEET ST-1 FOR �I Q EXACT WALL/HEADER LOCATIONS. ALL-THREAD INSTALLATION SPECIFICATION. W U) CEILING FRAMING PLAN 0 LOAD TABLE ROOF: CONVENTIONAL FRAMING NOTES: LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF 1. RIDGE BEAMS ARE 2X8. 2. RAFTERS ARE 12" 1-JOISTS AT v LIVE CEILING: 10.0 PSF 24„ O.C., UNO. p 0 LIVE LOAD-STORAGE: 30.0 PSF O 3. APPLY COLLAR TIES AT OPPOSING _ DEAD LOAD: 5.0 PSF .0 N RAFTERS. N v It 4. SLEEPERS ARE 2X12. FLOOR: o 0 a, 5. SEE CONVENTIONAL FRAMING Q CONVENTIONAL FRAMING NOTES LIVE LOAD: 40.0 PSF a 0 00 1-0 "o NOTES ON THIS PAGE F co DEAD LOAD: 10.0 PSF 0 0 Q o FASTENER INFORMATION. N 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. DECK LIVE LOAD: 50.0 PSF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON PLANS. WIND LOADS: 3. ALL ROOF RAFTER SIZES ARE NOTED ON PLANS. ASCE7-02, 120 MPH WIND, FLORIDA BUILDING CODE, RESIDENTIAL EDITION EXPOSURE: C 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. IMPORTANCE: 1.0 BUILDING CATEGORY: II Q 5. FASTEN ROOF RAFTERS TO BEARING 'WALLS WITH A SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER ENCLOSED BUILDING: AND (4) 8d NAILS INTO THE TOP PLATE. INTERIOR PRESSURE COEFFCIENT: 0.18 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER AND (4) ROOF PITCH: 6:12 8d NAILS INTO THE SLEEPER. SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF EXISTING AND PROPOSED FRAMING. 0 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH 4 16d NAILS. COMPONENT AND CLADDING Z 8. HIP RIDGE BEAMS TO HORIZONTAL RIIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX 1-1/2" NAILS. DESIGN PRESSURES- 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, LL 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF AREA, SF PSF PSF COLLAR TIES TO BE NO LOWER THAN 1 /3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0-20 30 -45 30 -38 11. KNEEWALL FRAMING: FASTEN STUDS TO SINGLE TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d 20-50 33 -41 33 -36 NAILS IN EACH MEMBER. FASTEN BOTTOW 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 50-100 31 -39 31 -34 CEILING FRAMING. 12. ALL SLEEPERS ARE 2x8 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 100-200 29 -35 29 -33 INTERSECTION OF SLEEPER AND EXISTINIG FRAMING. c OF FT6 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. JOB COPY THISC' 14. FASTEN ROOF RAFTERS TO LEDGERS WITH LAN MUST BE ``' N ON Jum bf 1 �3- � -a _j EACH IM � � r ION o � 0m 0 . c r) v co i v U .> O 7 o p c o6 N O c00 011 Or L v o 77777 777-7-POREVIEWED FC S (;0D'� , �-�?�''�LIANCE CI'�'�' OF r �r ! t- 11EACH Sheet No. {y y KNEE WALL FRAMING PER NOTE 11 SEE PE7►r1i'i:��=�`�'� ;�,; Titl�`L OF CONVENTIONAL FRAMING NOTES RF,QUIRE �'� [31 f:�%ROOF FP LAN. REVIEWED�Y: =��---- --- t 1/4" = 1'-0" vj 49 -'0 ER 7 3 0 F 4 This document, together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. DATE 3gg ��h 6x8 CEDAR BEAM, FRAMING NOTES AND LEGEND TYP >- TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. 0° o STUD MATERIAL: 2x No. 2 SPF, UNO. ALL HEADERS ARE (1) 2X10 WITH 1 CONVENTIONAL FRAMING NOTES: HEADERS: KING AND 1 CRIPPLE. 1. CEILING JOISTS ARE 2X6 AT 24" ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE O.C. CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING 2 w **NEW PORCH FRAMING** FRAMING IS SIMILAR TO SIDE PORCH. � ( ) °- 2. FASTEN TO BEAMS AND TOP ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON U-, w En 16X16 MASONRY COLUMN TO 5't ABOVE GRADE ON 24X24X12 FOOTING. PLATES WITH (3) 10d TOE-NAILS. CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER o Uj o FOOTING HAS (3) #4 BARS EACH WAY WITH ONE BAR EXTENDING FROM THICKNESS EQUAL TO THAT OF THE WALL IT IS {N. SEE THE 1 z or FOOTING INTO CORNER CELL. EACH CELL OF COLUMN HAS #4 BAR 00 m 3. FACE MOUNT WITH LUS26. HEADER DETAIL ON SHEET ST-1 FOR FASTENING SPECIFICATIONS. VERTICALLY. CELLS ARE FILLED SOLID WITH 3000PSI CONCRETE. Z HEADER NOTATION IS: a) Z 6X6 CEDAR POSTS F _ WITH 1/2" TT�E-ADE -WITf-i -- --- - ----- - - - - - E o 0 WASHER. EACH COLU N HAS (2) THREADED ANCHORS AT BASE AND AT TOP. NUMBER OF PLIES IN HEADER z zo Cr CORNER COLUMNS H E TOTAL (6) ANCHORS, MIDDLE COLUMN HAS (4). EXISTING CORNER STUDS TO NUMBER OF KIING STUDS o a o0 a THIS IS TYPICAL OF' AVING 2 ANCHORS PER POST). BEAMS ARE LAG REMAIN FOR BEAM SUPPORT. o ( ) FASTEN BEAM TO STUDS WITH BOLTED TO COLU�S FROM THE TOP. 2X6 RAFTERS AT 24 O.C. FASTENED EXISTING CEILING CAN BE cnUj TO BEAM WITH ,1j,5, ALL HOLES FILLED WITH 10d NAILS. RAFTERS FASTENED (2) MSTA24. FASTEN STUDS REUSED IN THIS AREA. 1 ) 2 X 10 1 : 1 (n W TO LEDGER A ALL WITH LSU26, SLOPED. LEDGER TO WALL WITH (3) ROWS TO S 1/2"A N WITH LTT20B. - OF 1 Od NAILS �T 16" O.C. 1/2" OSB PORCH SHEATHING FASTENED TO USE 1/2" ANCHOR, EMBEDDED 6" WITH SIMPSON RAFTERS WITH ,8d NAILS AT 6 O.C. IN FIELD AND ON EDGE. SET ADHESIVE OR APPROVED NUMBER OF CRIPPLE STUDS 0 0 EQUIVALENT. SIZE OF DIMENSIONAL LUMBER d- � ' (2) 1.75"x1 1.88" 2.0E G-P LAM LVL I AT OPENING. FASTEN TO CRIPPLE (2) 1.75 x11.88 2.0E G-P DOUBLE 2X10 CEILING JOIST FOR 0 0 0 STUDS WITH MSTA24. FASTEN LAM LVL. EXTERIOR END OF RIDGE BEAM SUPPORT, UNO. z CRIPPLES TO FOOTING WITH LTT20B. BEAM MAY BE BEVELED TO 0 6x8 CYPRESS WALL AND HEADER LOCATIONS U) FIT ROOF. PORCH/GLULAM BEAM > o BEAM, TYP I ARE NOT TO SCALE. SEE W z N -- - - - - --- -- ARCHITECTURAL PLANS FOR EXACT WALL/HEADER LOCATIONS. _- - COMPONENT AND CLADDING ❑ I EXTERIORZONES NOT DRAWN TO SCALE PLACE (2) STUDS UNDER BEAM WITHIN EXISTING WALL. cn FASTEN BEAM TO STUDS WITH WITH LTT20B AND 1/2" HIGH UPLIFT DESIGNATION. - -- - -- THREADED ROD DOWN TO STUD SCHEDULE U FOOTING. ao Q No.2 SPF X x W PLATE HEIGHT (0 00 STUD SIZE SPACING HIGH UPLIFT NUMBER. SEE DETAILS SHEETS FOR HARDWARE. ❑O - J UP TO 8' 2x4 16" O.C. BEARING BLOCK PER TRUSS ENGINEERING. W EXISTING WALL TO PATIO REMOVED AND REPLACED 2x4 12" O.C. U WITH (2) 1.75"X1 1 .88 2x6 16 O.C.2.0E G-P LAM LVL OR 8 1 -10 Q I � � . V) APPROVED EQUIVALENT. FASTEN AT EACH END WITH (2) TRUSS OR BEAM TO TIE DOWN Z l) Li j MSTA24 WITH ALL HOLES FILLED WITH 10d NAILS. 10'1"-14' T. 2x6 12 O.C. W W °- i EXISTING RAFTERS BEAR ON AN EXISTING KNEE WALL. 2x8 16" O.C. � O KNEE WALL STUDS TO BE FASTENED TO NEW BEAM S W - V I WITH MST12 WITH ALL HOLES FILLED WITH 10d NAILS. SHEARWALL LOCATION I- . cn EXISTING CEILING JOISTS ARE FASTENED TO NEW LVL W U) SEE DETAILS FOR FASTENERS _ WITH LUS26 OR BETTER. t U ❑ it ! = Q W jj (J-)6x8 CYPRESS 00 INTERIOR BEARING WALL U BEAM, TYP 00 WALL AND HEADER LOCATIONS 0 00 ALL-THREAD LOCATIONQ ARE NOT TO SCALE. SEE J ARCHITECTURAL PLANS FOR ALL-THREAD NOTE: SEE SHEET ST-1 FOR I EXACT WALL/HEADER LOCATIONS. ALL-THREAD INSTALLATION SPECIFICATION. Lv U) CEILING FRAMING PLAN f1/41' = 1,-0„ i LOAD TABLE ROOF: CONVENTIONAL FRAMING NOTES: LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF 1. RIDGE BEAMS ARE 2X8. 2. RAFTERS ARE 12" I-JOISTS AT v CEILING: : 10 .0 PSF 24, O.C., UNO. o LIVE LOAD-STORAGE: 30.0 PSF 0 3. APPLY COLLAR TIES AT OPPOSING d DEAD LOAD: 5.0 PSF T Q RAFTERS. -o 4. SLEEPERS ARE 2X12. FLOOR: o 1 5. SEE CONVENTIONAL FRAMING Q CONVENTIONAL FRAMING NOTES LIVE LOAD: 40.0 PSF v a� o 0 NOTES ON THIS PAGE FOR (0 DEAD LOAD: 10.0 PSF � 0 Q o FASTENER INFORMATION. N 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. DECK LIVE LOAD: 50.0 PSF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON PLANS. WIND LOADS: 3. ALL ROOF RAFTER SIZES ARE NOTED ON PLANS. ASCE7-02, 120 MPH WIND, FLORIDA BUILDINGCODE, RESIDENTIAL EDITION EXPOSURE: C Z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. IMPORTANCE: 1.0 BUILDING CATEGORY: II Q 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER ENCLOSED BUILDING: AND (4) 8d NAILS INTO THE TOP PLATE. INTERIOR PRESSURE n COEFFCIENT: 0.18 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER AND (4) ROOF PITCH: 6:12 8d NAILS INTO THE SLEEPER. SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF CD EXISTING AND PROPOSED FRAMING. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. COMPONENT AND CLADDING- 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX 1-1/2" NAILS. DESIGN P < Q 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO �/ STUD BELOW. EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, L _ 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF AREA, SF PSF PSF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0-20 30 -45 30 -38 11. KNEEWALL FRAMING: FASTEN STUDS TO SINGLE TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d 20-50 33 -41 33 -36 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 50-100 31 -39 31 -34 CEILING FRAMING. 12. ALL SLEEPERS ARE 2x8 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 100-200 29 -35 29 -33 INTERSECTION OF SLEEPER AND EXISTING FRAMING. 0) 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. c rn 0 W N 14. FASTEN ROOF RAFTERS TO LEDGERS WITH N M V- � U � _ O O NU n O U m d- r` C t0 o M U .� O O p C o6 8") (') 'o Zzzzz 77777 ,777M Sheet No. KNEE WALL FRAMING PER NOTE 11 OF CONVENTIONAL FRAMING NOTES ROOF FRAMING PLAN, 4 = 1'-o4GEW. ER 09-04-07 3 OF 4 This document, together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. MIX _5 81 '3*h `S/-r 6x8 CEDAR BEAM, FRAMING NOTES AND LEGEND Q TYP } TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. m STUD MATERIAL: 2x No. 2 SPF, UNO. ALL HEADERS ARE (1) 2X 10 WITH 1 CONVENTIONAL FRAMING NOTES: HEADERS: KING AND 1 CRIPPLE. 1. CEILING JOISTS ARE 2X6 AT 24" ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE **NEW PORCH FRAMING** FRAMING IS SIMILAR TO SIDE PORCH. to O.C. CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) w a 2. FASTEN TO BEAMS AND TOP ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON LO w 16X16 MASONRY COLUMN TO 5'f ABOVE GRADE ON 24X24X12 FOOTING. >_ PLATES WITH (3) 10d TOE-NAILS. CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER a W FOOTING HAS (3) #4 BARS EACH WAY WITH ONE BAR EXTENDING FROM U THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE o Z o FOOTING INTO CORNER CELL. EACH CELL OF COLUMN HAS #4 BAR c�xo m 3. FACE MOUNT WITH LUS26. HEADER DETAIL ON SHEET ST-1 FOR FASTENING SPECIFICATIONS. �` � VERTICALLY. CELLS ARE FILLED SOLID WITH 3000PSI CONCRETE. z cr HEADER NOTATION IS: z 6X6 CEDAR POSTS F -f " THRFADFD ANCHOR W1Tk - ---- --- - - - - - E o 0 - - ------- -- - - _ - _ NUMBER OF PLIES IN HEADER z z WASHER. EACH COLUrIFNHAS (2) THREADED ANCHORS AT BASE AND AT TOP. Uj CORNER COLUMNS HAL (6) ANCHORS, MIDDLE COLUMN HAS (4). EXISTING CORNER STUDS TO NUMBER OF KING STUDS 0 a 0o a (THIS IS TYPICAL OF ,HAVING 2 ANCHORS PER POST). BEAMS ARE LAG REMAIN FOR BEAM SUPPORT. o BOLTED TO COLUMNS/ FROM THE TOP. 2X6 RAFTERS AT 24" O.C. FASTENED FASTEN BEAM TO STUDS WITH EXISTING CEILING CAN BE w CO TO BEAM WITH ,43�, ALL HOLES FILLED WITH 10d NAILS. RAFTERS FASTENED (2) MSTA24. FASTEN STUDS REUSED IN THIS AREA. � � Z X : 0 (n � TO LEDGER AT' ALL WITH LSU26, SLOPED. LEDGER TO WALL WITH (3) ROWS TO STEMWALL WITH LTT20B. - OF 10d NAILS AT 16" O.C. 1/2" OSB PORCH SHEATHING FASTENED TO USE 1/2" ANCHOR, ON SIMP " WITH S RAFTERS WITH d NAILS AT 6" O.C. IN FIELD AND ON EDGE. EMBEDDED 6NUMBER OF CRIPPLE STUDS SET ADHESIVE OR APPROVED EQUIVALENT. SIZE OF DIMENSIONAL LUMBER (2) 1.75"x11.88" 2.0E G-P LAM LVL W o I AT OPENING. FASTEN TO CRIPPLE (2) 1.75"x11.88" 2.0E G-P DOUBLE 2X10 CEILING JOIST FOR !;z O O STUDS WITH MSTA24. FASTEN LAM LVL. EXTERIOR END OF RIDGE BEAM SUPPORT, UNO. z CRIPPLES TO FOOTING WITH LTT20B. O 6x8 CYPRESS WALL AND HEADER LOCATIONS BEAM MAY BE BEVELED TO Fn BEAM, TYP ARE NOT TO SCALE. SEE FIT ROOF. PORCH/GLULAM BEAM > o � Z - N _ - --- ---- ARCHITECTURAL PLANS FOR ❑ I EXACT WALL/HEADER LOCATIONS. - ---- _ COMPONENT AND CLADDING EXTERIORZONES NOT DRAWN TO SCALE PLACE (2) STUDS UNDER BEAM WITHIN EXISTING WALL. FASTEN BEAM TO STUDS WITH � I WITH LTT20B AND 1/2" HIGH UPLIFT DESIGNATION. a I - - THREADED ROD DOWN TO STUD SCHEDULE U v j FOOTING. x w I SPACING 00 Q PLATE HEIGHT No.2 SPF X (o m I STUD SIZE HIGH UPLIFT ❑ i � HARDWARE. UP TO 8' 2x4 16" O.C. BEARING BLOCK PER TRUSS ENGINEERING. W EXISTING WALLTO PATIO REMOVED AND REPLACED -- 2x4 12" O.C. U WITH (2) 1 .75„X 1 1.88 2.0E G-P LAM LVL OR 8 1 -10 2x6 16" O.C. APPROVED EQUIVALENT. FASTEN AT EACH END WITH (2) TRUSS OR BEAM TO TIE DOWN Z 0 LO MSTA24 WITH ALL HOLES FILLED WITH 10d NAILS. 2x6 12 O.C. E-- Fr � a j EXISTING RAFTERS BEAR ON AN EXISTING KNEE WALL. 10 1 -14 I i2x8 16" O.C. W 0 j j KNEE WALL STUDS TO BE FASTENED TO NEW BEAM - - s W r j WITH MST12 WITH ALL HOLES FILLED WITH 1 O NAILS. x 6 j EXISTING CEILING JOISTS ARE FASTENED TO NEW LVL SHEARWALL LOCATION U _ (0 m j WITH LUS26 OR BETTER. SEE DETAILS FOR FASTENERS O W AIM 00 6x8 CYPRESS INTERIOR BEARING WALL U BEAM, TYP 00 Z j WALL AND HEADER LOCATIONS ! B ALL-THREAD LOCATION 00 Q ARE NOT TO SCALE. SEE J j ARCHITECTURAL PLANS FOR ALL-THREAD NOTE: SEE SHEET ST-1 FOR Q j EXACT WALL/HEADER LOCATIONS. ALL-THREAD INSTALLATION SPECIFICATION. Cn II CEILING FRAMING PLAN 1/4» 1'-O„ LOAD TABLE- ROOF: CONVENTIONAL FRAMING NOTES: LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF 1. RIDGE BEAMS ARE 2X8. 2. RAFTERS ARE 12" I-JOISTS AT CEILING: 24" O.C., UNO. U LIVE LOAD: 10.0 PSF 3. APPLY COLLAR TIES AT OPPOSING LIVE LOAD-STORAGE: 30.0 PSF N RAFTERS. DEAD LOAD: 5.0 PSF T T I 4. SLEEPERS ARE 2X12. FLOOR: 3 Y o 5. SEE CONVENTIONAL FRAMING Q CONVENTIONAL FRAMING NOTES LIVE LOAD: 40.0 PSF NOTES ON THIS PAGE F co o v Q o° FASTENER INFORMATION. N 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON PLANS. WIND LOADS: ASCE7-02, 120 MPH WIND, FLORIDA BUILDING 3. ALL ROOF RAFTER SIZES ARE NOTED ON PLANS. CODE, RESIDENTIAL EDITION EXPOSURE: C Z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. IMPORTANCE: 1.0 BUILDING CATEGORY: II Q 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER ENCLOSED BUILDING: AND (4) 8d NAILS INTO THE TOP PLATE. INTERIOR PRESSURE n COEFFCIENT: 0.18 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (4) 8d NAILS INTO THE RAFTER AND (4) ROOF PITCH: 6:12 8d NAILS INTO THE SLEEPER. SLEEPER TO RUN THE LENGTH OF ALL VALLEYS AND INTERSECTION OF EXISTING AND PROPOSED FRAMING. CD 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. COMPONENT AND CLADDING- 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX 1-1/2" NAILS. DESIGN PRESSURES- 9. FASTEN VALLEY BEAM TO WALL WITH (1) MSTA36 WITH (13) 10d NAILS IN VALLEY BEAM, (13) INTO STUD BELOW. EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, LL 10. 1X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF AREA, SF PSF PSF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0-20 30 -45 30 -38 11. KNEEWALL FRAMING: FASTEN STUDS TO SINGLE TOP AND BOTTOM PLATES WITH H3 WITH (4) 8d 20-50 33 -41 33 -36 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 50-100 31 -39 31 -34 CEILING FRAMING. 12. ALL SLEEPERS ARE 2x8 No.2 SYP FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 1 100-200 29 -35 29 -33 INTERSECTION OF SLEEPER AND EXISTING FRAMING. v 13. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH (6) 16d NAILS. IM 0 14. FASTEN ROOF RAFTERS TO LEDGERS WITH v `" s-: W N N i pry NO C: J U Li FIL E t COP _ U O O N U � ,t,� U C (o 0 -Tn a) .-- 0 00 OV p o6 /z Ln N O O (O LO 0 BEACH 777= REVIEWED FOR CODECOMPLL"CEO CITY OF.A'rte .r M Sheet No. SEE PERNUT r :�t�; KNEE WALL FRAMING PER NOTE 11 r;r,r',Y IC)NAI~REQUIREME'N'� r�:'D CONDITIONS CONVENTIONAL FRAMING NOTES E, REVIEWEID RN': � � � � � ROOF FRAMING PLAN �' --- ATS: 1 S 2 /4" = 1 1-0" GEw. ER P. . 593 09 4-07 3 OF 4 This document, together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Geoff Gartner Engineering shall be without liability to Geoff Gartner Engineering. DATE