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Plans 1644 Sea Oats Dr 2011 front porch addition a) OLP c4 E 11 co CM C:) UJ J�L 6) co 6 <LU z (D UZ W1 4) <W >> O M 00WO -0 Ce) V— r F— 0c) 0 Z EZ 0 0o (L OR FEB 0,9 Zoll (3) A By This drawing is an instrument of service and is the property of GDH Architects. It shall never be reproduced in whole or in part without the express written permission of GDH Architects. Seal: Office Livin Rm 9 6-10" x &,-qll 2&'-0" x 12'-b" H IIII III I if I 111111 GLENN D. HETTINCZRW� FL License#AR-001 7319 WWAMM PORrH SLOPINS MIAY FROM THE HOM AT (Y) CY) EXTEND EWSTRO CAOW-Aetl 4 aFUCK CY) FOP,511 To q'-6'x q'-6'10"BIR"WN STFAZAPAL i2*)Q2'13OX WLI)MNS, mqvm OR CUSTOM BUILT-SEE 0 STIMMAZAIL VMS TIT[ 17, UNE OF ROOF OVER~ AaovE A< Oil HII -71 11-bil bil 0 =0 Ui =0 co Af LM Or-W HVE 00W.AWE SVEWLK TO PR~Y ,ifor, PORCH 50ALE: 1/4" I-oil W > APPROX PEAK OF EXISTINS 3/12 PITC.44 ROOF EWLO-'W PART Or THE NEH APPROX PEAK OF EASTINS C: < ROOF OVER THE OLD ROOF SA2 FITC44 ROOF 41-41/211 4'-4 1/211 31-511 OVER FRAME EXIMINIS T+lE H161 TKAT THIS ROM MATC44 ASPHIALT A<— 1M HIGHER 1HAT 0 0 Lo' ROOF M NEr,� WES THE HARM IT 15 TO 514INSLES OF TI-E FEAK WES TNE=XMITIS BACK INTO THE EASTINS E)aS11W ROOF TOTIE BACK INT Nj R/ 7MAWAE KALL EXTEWNS 4 )!STFJJCTLR&BEAMS 12 12 ABOVE DOM U) d) i SLIPPORTEP ON 111E 4Xb HOOD STRX11JRAL BEAMS a 4 ON THE E45TINS 51011 2 SI.IPPOR1W ON THE NEH CLMS 4 PLATE -011 7A ON THE EXISTINS EXT KAL.L PLATE �44 STWAC0 FINI "Itt dh W.KA72 6 CAM 1111--J-f LJL 00 Contract Stage: OPEN AIR--\ LINE OF FRONT F WE BRICK Construction CLW d) Revisions: -1 F7 CONVENTIONAL FRAMING NOTES GENERALNOTES VERIFY OR PLACE DOUBLE STUD GROUP UNDER 1. CODES USED: 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS, RESIDENTIAL EDITION 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MAIN BEAM BEARING, FASTEN BEAM TO STUD AND EXISTING BUILDING EDITION,ACI, NDS,APA AND ASCE7-05. GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO CD 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE Cffiff§A*6 AljlTftI6Alflff§HMW JbMMffl6ff @�ff ITAff OOW PLACE 4x4 Obtff Ulkbtik UAINIMU WAMN6. FASTEN BEAM TO POST WITH(2)MSTA24. FASTEN -NAILS. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN F�POF RAFTERS TO RIDGE BEAMS WITH(4) 16d TOE z w POST TO FOOTING WITH ABU44.USE 10d NAILS IN COMMENCING CONSTRUCTION. ALL HOLES AND 1/2"ANCHOR 6"INTO FOOTING. 5. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH(5)8d NAILS E 0 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR INTO THERAFTER AND(5)8d NAILS INTO THE SLEEPER. z z 0 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED FASTEN CROSS BEAM TO MAIN BEAM WITH LUSC48, o OTHERWISE ON THE PLANS. 6. FASTEN fiEL OF RAFTER TO MAIN BEAM WITH (2)H2.5A,ALL HOLES FILLED ALL HOLES FILLED WITH 10d NAILS. rc U. WITH 1 Od PAILS. w D 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE C3 OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN DGE/VALLEY BEAM TO WALL WITH (1)MSTA24 WITH (11) 10d NAILS .......... ................. ............. .... .............................................. IN VALL BEAM, (11)INTO STUD BELOW. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 4X8 ROOF RAFTERS FASTENED TO MAIN BEAMS DESIGN IS SPECIFIED WITHIN THESE PLANS. WITH(2)H2.5A,ALL HOLES FILLED WITH 10d NAILS. .......... 8. ALL SLE ERS ARE FASTENED TO EXISTING FRAMING WITH(4)16d NAILS AT CONCRETE NOTES EACH IN RSECTION OF SLEEPER AND EXISTING FRAMING. eb 9 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. .................................................................................. ............... ............................... ROOF RAFTER/MAIN BEAM z 2. 6X6 WIA X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". 0 ................... ---------- THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH 1/2". RIDGE BEAM z EXISTING FOOTING/SLAB 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED OVER A 6 MIL.VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CROSSBEAM 4------ PRIOR TO POURING. 4x P COLUMN FOR RIDGE BEAM SUPPORT. FASTEN RIDGE TO COLUMN 4 4 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS,ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 8 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN COLUMN. F EN COLUMN TO CROSS BEAM WITH 18 GA STRAP WITH(9)8d NAILS IN MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CO UMN,(9)8d NAILS IN TOP PLATE/HEADER. FOOTING. J A A 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. . ..... ..... ...... ---- ... ........... . ...... ...... ..... ..... ....------- ..... ..... ...... ...... ..... ..... ..... ............ ..... ..... .... ... ............ ........... ........... .................... ............................ ............. .....................T .................... ....................I r, --------------------- . ...... ........................................ ...................................................................... ED:.m. ............................ .......... 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24 , .......................................................... ... - ...... ... . .. .... .... .... .. . ..... ..... ..... 04 WHICHEVER IS GREATER. . ...... ...... ..... ..... cf) 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". _j .1-4x8 CROSS C BEAMS,TYP(3) a LL 8"x8"THICKENED EDGE WITH 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; A 4x8 MAIN BEAM U) (1)#4 CONTINUOUS 0 P 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH TYP BEAMS,TYP(2) w < 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 18"xl 8"xl 2"DEEP FOOTING 6 111 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 0 < WITH (2)#5 BARS EACH WAY 0- Lij REINFORCEMENT. cf) F- 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY GEOFF GARTNER,PE,SHOULD BE ALL DIMENSIONS TO BE FIELD Z z USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ------ eel FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. --- IL AL-7 STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 0 11. WHERE THREADED RODS ARE EMBEDDED 12-INTO STEMWALLS,THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. FRAMING NOTES f`�F NDATION PLAN 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2007 FLORIDA BUILDING 1/4 1(�.oll EAM AND CEILING PLAN CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD T CONSTRUCTION. 1/4"= V-0" 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. U, 04 ob 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE 9 2 04 C, ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER C.) OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 3/4"PLYWOOD ROOF SHEATHING. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE FASTEN TO ROOF FRAMING WITH 8d RING 4X8 ROOF RAFTERS 18 ROOF TREATED. SHANK NAILS AT VO.C.ON EDGE, 12"O.C. z DGE BEAM AT 4'-4 1/2"O.C. IN FIELD. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL B E GALVANIZED. . ..................... .............. ................ .................... .................................. z 7. DIMENSION LUMBER I I : 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ............... ............. .......... ................................................ ............ 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. .......... 0 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF D - ------ RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND 2X8 SLEEPER,TYP LENGTH PER THE DETAILS. TYP ......................... ................ .....................-............ ................................. IL SIZES ARE DEFINED x 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NA 7777=:! BELOW: ........... 4x8 CROSS < A 8d 0.131"x 2-1/2" BEAMS,TYP(3) B 10d=0.148"x 3" 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" 4X8 MAIN BEAMS 2X8 SLEEPER,TYP BEAMS,TYP(2) 9. WHERE FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DETAILS ON THE FOUNDATION PLAN 0 AND/OR THE FOOTING DETAILS SHEET. Q. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. .................................. ........................... ....... ................... ................ .......... ..... . ....... ........ ............................................ ..................................T -l'.': _ ................. ................. =T Go N :I ..............4 . ............ T., ........................ .......... LOAD TABLE ......... . .. . .. ............ iffiffIF46 A WALL IAO TYP �Typ ---------------------------- ROOF: WITH BRICK FACADE. LIVE LOAD: 20.0 PSF s ui u< a. 4X8 ROOF RAFTERS DEAD LOAD: 7.0 PSF APPROXIMATE AT 4'-4 1/2"O.C. 0 0 LL LL CEILING: SITE LOCATION LIVE LOAD: 10.0 PSF 4/4"PLYWOOD ROOF