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390 10th Street 2011 add detached office GENERAL NOTES CONVENTIONAL FRAMING NOTES o 2X4 OUTLOOKERS 3 AT 24"O.C. Q 1. CODES USED: 2007 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 2X8 RIDGE BOARD. 0 S1 m EDIT CI, NDS,APA AND ASCE7-05. 24"X24"x12"DEEP 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 2. ALL (DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE FOOTING WITH(3) € #5 BARS EACH WAY. w CODE-6 AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. -2X6RAFT4 w 3. CO (2)2X61:1 (2)2*6 1:1 AT 16"O.C-. w COM FACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN ROOF!AFTERS TO RIDGE BEAMS WITH(4) 16d TOE-NAILS. _-_ _-_ COMMENCING CONSTRUCTION. 1-------- ------- - a 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5) 2X6 CEILIMG z ---- ---- 4. DETA&LS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR 8d NAILS INTO VINE RAFTER AND(5)8d NAILS INTO THE TOP PLATE. -------- ---------- JOISTS AT 16"O.C. m THIS ,.JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED (3)2X10 BEAM OTHERWISE ON THE PLANS. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH(5)8d NAILS _____ zo ' 0 -------- -- INTO THE RAFTFER AND(5)8d NAILS INTO THE SLEEPER. -- 31 �, - o a o 5. SUBStJRFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE _-_ ---- -02 _ OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN HEEL OIF RAVER TO CEILING JOIST WITH(4)16d NAILS. (2)2X6 1:1 (2)2X6 1:1 2 2X6 COLLAR TIES v SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT S1 `n w ---- --- DES0N IS SPECIFIED WITHIN THESE PLANS. 8. HIP RIDGE BEADS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12) TMP -------- --------- AT 16"O.C. o CONCRETE NOTES 8dx,-,!2"NAILS.. 9. FASTEN RIDGE/WALLEY BEAM TO WALL WITH(1)MSTA24 WITH(11)10d NAILS ---- ---- 1. MINIMIUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. IN VALLEY BEAMI, (11)INTO STUD BELOW. ------ - ------------ 4 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH(6) 16d ; 1 (2)2X6 1:1 (2)2X6 1:1 ----- - - ------- i" 4 THE WE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH=1/2". NAILS. BOTTOMI OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE S1 O - -_ _- in a AO FROM THE TOP IA7E TO THE PEAK (2)2X6 1:1 --------- --------- Z 3. SLAB THICKNESS IS 4",UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 55 OVER A 6 MIL.VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH(4)16d NAILS ATI (2)2X8 (2)2X8 --------- --------- w Z PRIO14 TO POURING. EACH INTERSEQYION OF SLEEPER AND EXISTING FRAMING. (2)2X8 (2)2X8 �-- -- -- -- -- --- 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, (2)2X8 COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% DOUBLE 2X12 CEILING JOIST FOR RIDGE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE BEAM SUPPORT,UNO. O B B B FOOTIRNG. ROOF RAFTER O O 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. -::,-VO U N DA ION PLAN Vf/A L L PLAN RIDGE BEAM - VERIFY OR PLACE DOUBLE STUD GROUP UNDER AN 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 1/4"=1'-0" O BEAM BEARING.FASTEN BEA4 TO STUD GROUP WHICI4EVER IS GREATER. WITH(2)MSTA24. FASTEN STUTD GROUP TO FOOTING ----------- CEILING JOIST WITH LT772013.USE 10d NAILS IIN ALL HOLES. U) Cf)7. CORNIER REINFORCEMENT SHALL BE LAPPED 25". N 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; ---------- PLACE 6x6 POST UNDER BEAM►(€BEARING. FASTEN W M 8.1, 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH COLLAR TIE O BEAM TO POST WITH(2)MSTA,,&4. FASTEN POST TO 0 X W -j BEAM BELOW WITH(2)MSTA244- USE 10d NAILS IN - � LU 82. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER (2)2x4 SYl�b COLUMN FOR RIDGE IVALLEY BEAM SUPPORT, FASTENED ALL HOLES. Q U 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY . TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO m W REINFORCEMENT. COLUMN VVITH 18 GA STRAP WITH(4)8d NAILS IN RAFTER,(4)8d NAILS IN Q Q 6- m COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP W PLACE 4x4 POST UNDER BEA4 tEARING.FASTEN 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY GEOFF GARTNER, PE,SHOULD BE WITH(4)N NAILS IN COLUMN,(4)8d NAILS IN TOP PLATE/HEADER. C BEAM TO POST WITH(2)MSTA?24. FASTEN POST TO USED IFOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOOTING BELOW WITH ABU44-,(USE 10d NAILS IN ALL - Of o U FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. HOLES AND A 1/2"ANCHOR EMI(BEDDED 6"INTO M Z 10. STEMWALL TO BE A MAXIMUM OF SIX(6)COURSES TALL. CONTACT ENGINEER OF RECORD IF FOOTING. STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. Q 11. WHERE THREADED RODS ARE EMBEDDED 12"INTO STEMWALLS,THE TOP TWO COURSES OF I STEMVVALL MUST BE FILLED. 2X8 IRT NO.2 SYP JOISTS AT 14"O.C.FASTENED AT EACH END FRA11/��NG NOTES WITH!LUS28,ALL HOLEILL WITH 10d NAILS. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2007 FLORIDA BUILDING 2X8�T NO2 SYP LEDG FASTENED TO i CODE,IRESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD SIS TING BAND BOARD ffH O ROWS CONSJ#RUCTION. OF 1lAd NAILS AT 6"O.C.: TAGfRED. - 2. DESIGf�1 LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 0 AI 3. ALL F18AMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER (2)2X8 a C7 ami C7 (2)2X8 (2)2X"42 (2)2X12� > C Y OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 3 c7 00 20 m o 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE 24"X24"x12"DEEP (2)2X12 0 a o TREATED• ' - _- �m FOOTING WITH(3) nc - . 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. V R C F" .U N DAT'O N PLAN f:::%lP0RCH "O U 1�1�VD A T I O N PLAN/`L!'1 N �'1 f=:z%PORCH ROOF PLAN U) 7. DIMENSION LUMBER - 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2, W14ERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. NOTES: 7.3. ALLL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH1. 2X6 RAFTERS AT 24"O.C. J SIMIPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF2. ^^ RE5PORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND 2X6 CEILING JOISTS AT 24"O.C. I..L 3. 2X8 RIDGE BEAM. LENGTH PER THE DETAILS. 4. 2X4 OUTLOOKERS AT 24"O.C. �--� 5. 2X6 SLEEPER 8. ALL NA1-S SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED 7/16"OSB ROOF DECK FA§TENED TO 6. SEE CONVENTIONAL FRAMING NOTES FOR FASTENERS. BELOW: FRAMING WITH 8d RING SIMANKS AT 6'O.C. gd=d_131"x 2-1/2" A ON EDGE AND 12"O.C.IN IFIELD. 10d=0.148"x 3 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" SEE CONVENTIONAL FRAMING NOTES FOR U RAFTER TO TOP PLATE FA'LSTENING. FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DETAILS ON THE FOUNDATION PLAN 9. WHERE AND/014 THE FOOTING DETAILS SHEET. L"L 10. CONVL*JTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. - (2)2x NO.2 SYP TOP PLATLE FASTENED 1 I WITH(2) ROWS 10d AT 16"'CQ-C• LOAD TABLE STAGGERED.MINIMUM 24'''LAP WITH(12) 1 l 10d IN LAP. ROOF: LIVE LOAD: 20.0 PSF FASTEN TOP AND BOTTOIud OF STUDS TO SPH WITH(10)8d AT 24'�O.C. IN ci co� APPROXIMATE TOP AND BOTTOM PLATE9'WITH SIMPSON HEADER,MINIMUM(2)!SER Q,r, m(0 DEAD LOAD►+ 7.0 PSF SPH AT 32"O.C. HEADER SITE LOCATION FASTEN 7/16"OSB W/8d Of6"O < .C.ON � ww a CEILING: ww LIVE LOAD: 10.0 PSF EDGES 12 O.C. IN FIELD. ; p 00 LIVE LOAD-§TORAGE: 30.0 PSF 2x SPF STUDS AT 16'O.C. 7/i6"OSB FASTENED TO FRAMING W/8d AT 3" U u-w DEAD LOAD:." 5.0 PSF O.C.ON EDGE,6"O.C. IN FIELD. d) 119 MPl1 2x NO. SYP PT BOTTOM ALATE.FASTEN N0.2 SYP HEADER TY T � 1�. SEE FLOOR: 40.0 PSF TO BEAM BELOW WITH 16d1(NAILS AT 6"O.C. PLANS FOR SIZE, PLIES;,AND N 04 LIVE LOAD: I PLACE SPH BEFORE NAILIl01G! NUMBER OF KINGS AND CRIPPLES. BLOCK SHEETING EDGES N 9 J DEAD LOAD:' 10.0 PSF DECK LIVE LjOAD: 50.0 PSF 1 MPH ' 3/4"T&G DECKING FASTENED TO JOISTS � „ � � s WITHIN 4"OF GABLE END. WITH 8d NAILS AT 6"O.C.Ol1`I EDGE, 12"O.C. CRIPPLES TO HEADER 1Qy1TH MSTA18 WITH(6)10d TNI(HEADER, 2x4 SYP OUTRIGGER AT 24"O�-C.CLIP TO aXi m IN FIELD. BALLOON FRAMED TOP PALTIF W/SIMPSON Q m WIND LOADS= (8)10d IN CRIPPLE o = o WIND SPEED: 120 MPH 715 MPNH2.5 W/(8)8d COMMONS.(3)2x10 PERIMETER BEAM:AVAIL PLIES �, '> °D c EXPOSURE: C TOGETHER WITH(2)ROWS°OF 10d NAILS AT N Y N IMPORTANCE 1.0 12"O.C. BLOCK BETWEEN OUTRIGGERS- U ' 8 BUILDING CATEGORY: 11 2x10 JOISTS AT 16"O.C. FAISTENED EACH KING STUDS& O ENCLOSED I�UILDING: CRIPPLE$• 6 16d END WITH LUS210, 10d NAIL IN ALL HOLES. O 2x4 No.2 SYP X-BRACE AT MIDI SPAN OF GABLE N1111110000 INTERIOIR PRESSURE \ ` BETWEEN ADJACENT K 1NG STUDS END BALLOON FRAMING AND �'r�/`, COEFFIaENT: 0.18 119 M0N EXTENDING BACK 8'FROM BALD LOON END. MATCH EXISTING 710 MPH AND CRIPPLES. ROOF PITCHk= 105 MPH 1 1 WALL STUD TO BEAM:MS 1 124 AT 32"O.C. ATTACH TO END AND VERTICAL KICKER l 115 MPH i WITH(26) 10d NAILS. SUPPORT BEAM AS BRACES W/(3) 16d. WHERE VERTICAL KICKERS l SHOWN ON FRAMING PLANIS• 0. DON'T EXIST,APPLY 2X4 No.2 8SYP VERTICA N 5 2 BEAM TO POST:LCE4,ALL INOLES FILLED WITH(3)16d COMMONS AT FACH C O M P Q N E N T AND CLADDING 1�o MPH =I �I - ; ° WITH 10d NAILS. ALL CRIPPLES TO BEAT*BELOW TINTERSECTION OF PROPOSED VERTICAL A �- * = WITH MSTA24 WITH(16))�8d EXISTING RAFTERSMOISTS. 01 �„� ,•• �Q POST TO FOOTING:ABU66, 1/2"AHOR O -DESI PRESSURES EMBEDDED 6"INTO FOOTp*G,ALL Es •• HOLES ,,, '���� ••\ ems` EFFECTIVIE END ZONES, PSF INTERIOR ZONES, DUVAL COUNTY WIND SPEED MAP ~III-III FILLED WITH 10d NAILS. I. FASTEN LATERAL BRACE TO(ABLE BALLOQ AREA, SIF PSF )SIMPSON HL2•5 WITH(8)80 W Sheet No. _ FRAMING WITH(2 _ AS THIS SITE LIES WITHIN THE HURRICANE DEBRIS IKEGION, 24"X24"x12"DEEP FOOTING,WITH(3)#5 0-20 35 -45 35 -38 PERMANENT OPENING PROTECTION WILL BE REWIRED.THE BARS EACH WAY. BEAM BELOW. 2x4x8'SYP LATERAL BRACE AIT 48".APPLY �• CONTRACTOR MAY USE IMPACT GLAZINGS,PERMANENT SHUTTERS OR O� 20-50 33 -41 33 -36 5/8"PLYWOOD,CUT TO FIT THE OPENINGS AND LABJELED.PLYWOOD FOOTING TO BEAR ON UNDIIISTURSED SOIL 16d THROUGH DIAGONAL BRACE INTO EAC _ MUST BE FASTENED WITH 1!4'X6"WOOD SCREWS/s\Ir 12"O.C. CEILING JOIST. Sl X100 31 -39 31 -34 WALL SECTION ON LVL 13EAM TYPICAL HEADER DETAIL - ON BtZ=AM DFOR�ODECOMPLIANC 100-200' 29 -35 29 -33 ' 1/2"=1'-0" 2 1/2"=1'-W GABIL B RACING D I I @ 1/2"=r-0" CITY OF ATLANTIC BEACH This document.6ogeth ,,wkh the concepts and designs presented herein Is Intended only for the spedHc purpose and client for which it was prepared. Reuse of and 6nproper rellence on ttds docunent wWwut wrkbn auuw4z2ryw py A�,w, Grp Cansu�g.im,std�,,,,5ivit a a Greve conswing,iw SEE PERMITS;FOR ADDITIONAL '� OF REQUIREMENII'S FIND CONDITIONS. REVIEWED BY: �` DATE: `I-37-i FLASHING DETAILS and SHINGLE INFORMATION TAMKO 3-TAB SHINGLES SCALE: 1/2"=V-W 2 3/4" UL CLASS A FIRE RATING: VALLEY FLASHING: FASTENING ASTM D 3018, TYPE 1 26 GA GALVANIZED 4-11 or 12 GAUGE 18"WIDE FLASHING NAILS 1 1/4"LONG _ 5" r w 3/8"DIA.HEAD N _ UL WIND RESISTANCE: N ASTM D 3161,TYPE 1 26 GA GALVANIZED N "z"FLASHING 5" 3/8"or 5/8" (MODIFIED TO 110MPH) v (WHERE EXTERIOR BUILDING 32 GA.GALVANIZED PANELS JOIN HORIZONTALY) 2B GA.GALVANIZED 26 GA.GALVANIZED 2 1i2"METAL DRIP EDGE 5 X 5 ANGLE FLASHING "Z'FLASHING 26 GA GALVANIZED (NOT TO SCALE) /� (NOT TO SCALE) B C 12 5 X 5 ANGLE FLASHING f°� LJ 11 FIBERGLASS SHINGLES SEE (WHERE CHIMNEYS AND 5 ARCHITECURAL SHINGLES ON 15#FELT ELEV.� WALLS MEET ROOF) 8'-0" BRG OVER 7/16"O.S.B. PIPE BOOT W/1/2"CLIPS PRE-ENGINEERED GALVANIZED METAL TRUSSES(4124"O.C. FLANGE A IL "'k--R-30 INSULATION a 1/2"CEILING BOARD 2X6 FASCIA or 5/8"SHEETROCK 4, 26 GA.GALVANIZED DOUBLE 2x TOP PLATE 2 1/2"METAL DRIP EDGE W/APPROV.HURRICANE (SEE ELEV.FOR FASCIA TYPE) ANCHOR AT ENDS OF PLUMBING STACK FLASHING DETAIL VINYL SOFFIT EACH TRUSS (NOT TO SCALE) HAKUY HARDY LAP SIDING C-0" FIN FL 6x6 PT PIERS 6x6 PT PIERS V - 07) 51DE ELEVATION 1 /4 1 - 0 REAR ELEVATION 1 /4 . - F j LEGEND 12 LIGHT FIXTURE CEILING MOUNTED '11f" 5 ARCHITECURAL SHINGLES LIGHT FIXTURE WALL MOUNTED x HARDY LAP SIDING 8RG t EXHAUST FAN FAN0 11 s , EXHAUST FAN/ LIGHT COMBO FAN/LITE ., i 110 OUTLET , 220 OUTLET - r HARDY 1_0, SIQINr 0' 0" FL 1101 OUTLET GFI ) l OS SMOKE DETECTOR OFF—GRADE SEE NEERING 6x6 PT PIERS 6x6 PT PIERS » 0 » SWITCH l 7 IDE ELEVATION 1 /4 - 11= 0 FRCS TFLEVATI. ON 11/4 --- PAN ELECTRICAL PANEL 1 - LED RECESSED LIGHT © 13'-0" CARBON MONOXIDE DETECTOR ; 3'-10" 5'-4" 3'-10" 00, PREWIRE & BRACE FOR FAN 6"x16" TRANSOM " o O , 10 to O Crz H 7 0 8' CLG I N � dam' F O N N - e O jO to Z to 3068 Q 2440 2440 SH Oj 8' CLG El ONTRACTOR FOR ANY Ili NA ELECTRICAL gEE C qpp p L %6x6 PT POST ELECTRICAL LAY OUT MUST MEET CODES 2'-6" '- 10 ' 2'-2" 2'-2" —10 2'-6" Revised: 13'-0" 4/14/11 ELECTRICAL PLAIN AREA 1 - 0 ENCLOSED AREA: 1 � > >> UNENCLOSED AREA: 2 FLOOR PLAN 1Z41".. TOTAL UNDER ROOF: 2%' 1 ,