1390 ROSE ST - EXTEND ROOF DRAWINGS AREA TAB:
Additions 347 S.F.
N/A N/A S.F.
TOTAL 347 S.F.
NOTES (FBC2014- R) SCALE: N.T.S.
NOTES (COMPLY WZ FLORIDA BUILDING CODE 2014 - RESIDENTIAL
1. FBC-R302.5.1: ANY DOOR BETWEEN THE DWELLING AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK WOOD FRAME STUCCO NOTES IF NEEDED:
SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR IS TO HAVE A 20 MIN. FIRE-RATING. ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE
2. FBC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED PORTLAND CEMENT ASSOCIATION, ASTM STANDARTD$ - C926-98a, C926, A2.2.2,
3. FBC-R302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM C932-03, C1063-03, C1328-00, AND THE FOLLOWING
BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM 1) DIAMOND MESH LATH NTH GRADE D FELT SHALL OVERLAP A MINIMUM OF 2 INCHES. LATH SHALL BE ATTACHED
OVER SHEATHING NTH FASTENERS THAT PENETRATE WOOD FRAMING NOT LESS THAN (INCH AND SPACED NOT MORE THAN 7 INCHES ON CENTER.
ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. WHERE THE SEPARATION IS A FLOOR/CEILING 2) LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS. FLANGES OR ACCESSORIES AND SHALL BE SECURED TO THE FACE OF THE
PLASTER BASE OF NOT MORE THAN 7 INCH INTERVALS. FELT TO BE INSTALLED BEHIND ALL CONTROL JOINTS. CONTRACTOR TO VERIFY WORKING
ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2" GYPSUM BOARD. 4. FBC-R703.6.3: 3) EXTERNAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. WHERE NO EXTERNAL CORNER BEAD IS DRAWINGS BEFORE CONSTRUCTION
WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS USED, LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION.
4) CONTROL JOINTS SHALL BE INSTALLED IN WALLs TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT
REQUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: MORE THAT 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS, I.E., CEILINGS, CURVES OR ANGLE-TYPE STRUCTURES. THE DISTANCE
BETWEEN CONTROL JOINTS SHALL NOT EXCEED jo FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED:
-2 LAYERS OF APPROVED WATER-RESISTIVE BARRIER MATERIAL, OR -1 LAYER OF APPROVED AT THE CEILING FRAMING, WHEN FURRING CHANOES DIRECTION, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE
WATER-RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR - OTHER METHOD IN ACCORDANCE 5 (I.E. AT THE BASE OF AN EXTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE).
6� IN WALLS OR PARTITIONS, DOORFRAMES SHALL IBE CONSIDERED AS CONTROL JOINTS.
WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME EXTERIOR WALLS.
5. FBC-R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. THE NOSE OF THE SCREED SHALL BE PLACED NOT LESS THAN 6 INCHES ABOVE RAW EARTH OR 4 INCHES
ABOVE PAVED SURFACES. THE WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VER71CAL ATTACHMENT FLANGE AND NOTE:
6. FBC-R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE.
7) PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED IN COATS OVER:
COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE A) FRAME CONSTRUCTION: 8) MASONRY CONSTRUCTION:
FURNACE OR AIR HANDLER. FIRST (BROWN) COAT 3/8 INCH THICK BONDING AGENT ASTM C-932-03
SECOND (SCRATCH) COAT 3/8 INCH THICK FIRST COAT 3/8 INCH THICK
THIRD (FINISH) COAT 1/8 JNCH THICK. SECOND COAT 1/8 INCH THICK
8) PROVIDE AN EXTERIOR SEALANT.
WINDOW INSTALLATION (METHOD A-1 � SCALE: N.T.S. EXTERIOR DOOR FLASHING SCALE: N.T.S. GENERAL STAIR DETAIL SCALE: N.T.S. 0
4_j
WRAP WRB romo
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. INTO OPENI "t::j M
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. wSTAIR NOT
SEC11ON A ACTUAL DIMRSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS,
THROUGH WINON JAMB n2 AND/OR VARIANCES IN CONSTRUCTION MATERIAL, ACTUAL CONSTRUCTION MUST COMPLY
(I)IN WATER WEDDING FASHION, W/ R311.7 OF THE FLORIDA BUILDING CODE,
STARTING AT THE SAM OF 45 MAXIMUM RISIER HEIGHT1 7-3/4' 0
THE WALL&WORKING TOWARDS CUT MINIMUM TREAD DEPTH, 10' (NOT INCLUDING NOSING) P--4
THE TOP, INSTALL THE WRB SEALANT BEAD MAXIMUM TREAD DEPTH, 12' (INCLUDING NOSING)
TO THE FACE OF THE BEHIND MOUNIING-_\ /2" tC-4 MAXIMUM RISER HEIGHT VARIATION, 3/8' (ENTIRE FLIGHT)
SHEATHINQ FLANGE. T MINIMUM STAIR WIDTHi 36'
APPLY SILL RASHING - MINIMUM HEADROOM CLEARANCE, 6'-8' (ABOVE NOSING)
APPLY BEAD OF SEALANT 00 0
AT BACK OF WINDOW
RANGE&SET WINDOW USING SEAL THE WINDOW FRAME TO U
PAN WAD SCREWS TO OPENING. AMY A ;f NOM, )KHANDRAIL NOTES:
FACILITATE INSPEC710K DIA. TO THE BACKSIDE
ACTUAL CONSTRUCTION MUST COMPLY
-=NOF THE WINDOW
AMY MAD OF SEALANT AT LINE WIIH ANY W1 R311.7.7 OF THE FLORIDA BUILDING CODE,
SIDE JAMBS, EXTEND 8)r PRE-PUNCHED HOLES OR SLOTS. RA"G HANDRAILS SHALL NOT BE LESS THAN 34' OR MORE THAN 38' IN HEIGHT
I WRB ABOVE THE STAIR NOSING,
3 APPLY JAMB FLASHING LANT BEAD BETWEEN L _j .11, 1 1 HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. 0 POO
(B JAMB -ASHING FLASHING AND MOUNTING REMOVE BOTTOM ODIFIED TEMPORARILY TAPE UP TOP FLAP HANDRAILS SHALL BE 1 1/2' CLEAR OF ALL ADJACENT FINISH con
APPLY BEAD OF SEALANT APPLY CONT. SEAL To THE MOUNTING FLANGE.
AT HEAD RANGES AT THE TOP(WAD)AND WRB FLAP CUT IN WRB MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE
0 APPLY WAD FLASHING SIDES(JAMB$)OF WINDOW. EXTEND IN NEWEL POSTS OR SAFE TERMINALS,
SEALANT AT JAMBS 8)r ABOVE 6 HANDRAILS SHALL BE 1 1/4'-2' IN CROSS SECTIONAL DIMENSION, OR
(j)REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMBED JAMB APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01',
TAPE, &LOWING WR8 TO LAY FLASHING 04M SEALANT AND n3 n4 HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS
FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING
APPLY NEW SHEATHING TAPE GOES OVER SEALANT). APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL,
OVER DIAGONAL CUT SEE C)
DIAGRAM. RE WRB Isi
EAD BUIL ING DEPARTMENT APPROVAL REQUIREMENTS FOR 0
THE PRODUCTT-TKY PROVIDE OR INSTALL, _j
:2�
FLASHING AT HEAD \1P
------------- OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR
EXTENDS 1* BEYOND
JAW RASHING. AN ORNAMENTAL PATTERN SUCH THAT A
QD 4' DIAMETER SPHERE CANNOT PASS THROUGH,
0KAD-ELASHNG
am BOTTOM OF THE THE GUARDRAIL CONSTRUCTION SHALL BE t
HEAD FLASHING AGAINST ABLE TO RESIST A LOAD OF 20 LBS
THE PREVIOUSLY APPLIED ol CY
SEALANT SEALANT(FIASIHING GOES WRB J WR8 PER LINEAL FOOT APPLIED 0 13
OVER SEALANT). DaEND HORIZONTALLY ALONG THE TOP RAIL,
SEALANIT
WAD FLASHING BEYOND INSTALL VUILKUM AT THRESHOLD APPLY JAMB FLASHING TO BOTH SIDES 4' SPHERE
EACH JAMB FLASHING. GUARDRAILS SHALL NOT BE
FASTEN IN PLACE. PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, MAY NOT PAS"(n
INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH LESS THAN 36' IN HEIGHT.
THROUGH
PLUMB AND SQUARE DOOR IN OPENING. OPENING.
6' SPHERE
THE TRIANGULAR OPENINGS
-JA MAY NOT PA
AT STAIR TREAD, RISER, & THROUGH
(5) JAMB FLASHING A n5 n6 BOTTOM SHALL BE SUCH
EXTEND JAMB FLASHING WRB THAT A 6' DIAMETER
ABOVE ROUGH
TO OVERLAP SILL SPHERE CANN'OT PASS THROUGH,
FLASHM EXTEND
l"FLASHING 8 W loll 0
OPENING AT HEAD.
11UCK TOP OF IT IS IMPORTANT TO REALIZE
JAMB FLASHING SEALANT THAT THE SIGNED CONTRACT
UNDER THE FLAP AND WRITTEN SPECIFICATIONS
OF 08 AT 79
HEAD. SEE DIAGRAM. TAKE PRECEDENCE OVER ME
SILL WORKING DRAWINGS AS TO WHAT
0
-4 IS INCLUDED OR NOT.ANY
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB, AND LEVEL CONDIT ON. USE CORROSION DISCREPENCIES BETWEEN THESE
RESISTANT FASTENERS. FASTEN WINDOWS PER DRAWINGS,SHALL BE GOVERNED
9 G) WINDOW MANUFACTURER SPECIFICATION& WRB WRO ATTIC VENTILATION AREA CALC'S BY THE SIGNED CONTRACT
1 5 AND WRITTEN SPECIFICATIONS.
T WEATHER RESISTANT APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL
got LIN BARRIER (WRB) BEYOND DOOR ROUGH OPENING. CUT IN WRB NTH SHEATHING TAPE. Excerpt of the 2014 Florida Building Code. Residential
AT A 45 DEGREE ANGLE. CAREFULLY :UT THE
BARRIER ON A DIAGONAL GENTLY%JSE THE R806.1 Ventilation Required J & B
TOP EDGE OF THE BARRIER UP AM 1APE THE
TOP COMM AND CENTER TO THE :XTERIOR Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the
08 SURFACE ABOVE. NOTE: underside of roof rafters shall have cross ventilation for each separated space by ventilating Residential
INTERIOR VIEW ALL FLA HING WILL BE SELF ADHERING AND ROLLED SMOOTH & openings protected against the entrance of rain. Ventilating openings shall be provided with Design, Inc.
rOP LEFT CORNER OF WINDOW FLAT NTH A J-ROLLER. corrosion-resistant wire mesh, with 1/8 inch (3.2 Trim) minimum to 1/4 inch (6.4 mm)
maximum openings. Green Cove Springs,Florida
(904) 449-4650
R806.2 Minimum vent area.
The minimum net free ventilating area shall be 1/150 of the area of the vented space.
Job Number:
Exc�ption: The minimum net free ventilation area shall be 1/300 of the vented space
pro'Wded one or more of the following conditions are met: n/a
1. In -Climate Zones 6, 7 and 8, a Class I or 11 vapor retarder is installed on the Plan"Name:
worm-in-winter side of the ceiling. Porches
ROOF FLASHING SCALE: N.T.S. 2. At least 40 percent and not more than 50 percent of the required ventilating area is Issue Date:
provided by ventilators located in the upper portion of the attic or rafter space. Upper A
ventilators shall be located no more than 3 feet (914 Trim) below the ridge or highest point 4/12/16
WALL TO ROOF FLASHING DETAIL of the space, measured vertically, with the balance of the required ventilation provided by
SCALE: N.T.S. Y= FLASHING: HIP FLASHING: eaW or cornice vents. Where the location of wall or roof framing members conflicts with the Revision Date:
installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or C; e,*-"
VALLE r UNINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE UNDERLAYMENT SHALL BE INSTAM IN WATER SHEDDING :*, g�--4V 4/21/16
MANUI ACIURERS INSTALLATION INSTRUCTIONS BEFORE APPLYING FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE highest point of the space shall be permitted.
SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE HIP AND MECHANICALLY FASTEN,AT 3V D.C. MAXIMUM TO THE
EXISTING WOOD FRAME PERMI1'TED. 4Q4b tl C., 6/3/16
OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR Ob
SYSTEM A
OPPOSING SIDE OF ROOF WHEN COMPLETED TWA WILL BE 8/16/16
1. VALLEY(VALLEY LINING EXPOSED)LINED NTH METAL, TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP.
METAL DRIP EDGE TH��.' LINING SHALL BE AT LEAST 24'W40E AND OF ANY OF 5 X 5 ANGLE FLASHING F R806.3 Vent Clearance
26 GA. GALVANIZED THE C)RROSION-RESISTANIT METALS IN TABU R903.1 26 GA. GALVANIZED 'Z* FLASHING Wh ve of cornice vents are installed, insulation shall not block the free flow of air.
MIN. 26 GA. GALVANIZED (NOT TO SCALE) I FOR OPEN VALLEYS, VALLEY LINING OF TWD PUES OF MINERAL (NOT M SCALE) 29 GA. GALVANIZED minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and th A
METAL BASE FLASHING SURFACE ROLL ROOFING,CONIPLYING WITH ASTM D 249,SHALL BE CRICKETS AND SADDLES R"ING. BASE AND COUNTER FIASHINGM (NOT TO SCALE) sheathing at the location of the vent. Drawin
C3 4 PERMITTED. THE BOTTOM LAYER SHALL BE 18" AND THE TOP A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE (�)
00 EDGE FLASHING, LAYER A MINIMUM OF 3r WIDE OF ANY CHMNEY GREATER THAN 30" WIDE. CPJCKET OR BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE Additions
EXTERIOR ROOFING SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME NTH MANUFACTUIUS INSTALLATION INSTRUCTIONS. OR A FIBER CEMENT SIDING FLASHING: Ytritilation Required
EDGE SHAM BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND FOR CLOSED VALEYS(VALLEY COVERED "SH1NGLES), VALLEY MATERIAL AS THE ROOF COVERIK CONTINUOUS METAL V FLASHING SHALL BE SET IN APPROVED Drawn By
MATERIAL SEE OVERLAPPED A MINIMUM OF 2'. EAVE DRIP EDGES SHALL EXTEND 111C BLOW UN140 OF ONE PLY SM001H ROLL RODIN COMPLYING NTH AS7M D FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE PANEL SIONQ Attic 347 Square footage
ELEVATIONS FOR TYPE SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2'. DRIP EDGE SHALL 224 TrPE R OR TYPE III AND AT LEAST 36"WIDE OR VALLEY LINING THE REM AND VALLEY FLASFJ14G OF CRICKETS OR SADDLES UNDERLAYWffl. BOTH HORIZONTAL AND VERTICAL METAL RANGES PANW SHALL BE INSTALLED NTH THE LONG DIMENSION JMB
BE MECHANICALLY FASTENED A MAXIMUM OF Ir O.C. DRIP EDGE AT EAVES AS DESCRIBED IN ITEMS I AND 2 ABOVE SHALL BE PERMITTED. SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON SHALL BE FASTENED 6'ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER `347 300 1.2
SEE MFR. SPECIFICA 2 SHALL BE PERMITTED TO BE INSTALLED OTHER OVER OR UNIDER THE SPECIALTY UNDERLAYMENT COMPLYING NTH ASIM D 1970 MAY BE THE MAIN ROOF. ALL LAPS SHALL BE A MINIMUM OF C FULLY SEALED IN APPROVED FRAMING MEMBERS AND SHALL BE SEALED 97H CAULKING OR 11.2 x .5(50%) .6 Square footage net free area req'd Reviewe
FOR CODE COM PLIANCE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMERT, 7HERE SHALL BE A USED IN LIEU OF THE LINING MATERIAL FLASHING CEMENT FLASHING SHALL START AT THE LOWER PORTION COVERED NTH BATIENS. HORIZONTAL JMTS SHALL BE 1
164 MINIMUM 2'WIDTH OF ROOF CEMENT INSTALLED OVER 1HE DRIP EDGE RANGE. OF ROOF TO ENSURE WATER-SHEADING CAPABILITIES OF ALL METAL RASHED WITH "Z-FLASHING"AND BLOCKED WITH SOW WOOD Contractor/Owner
AND INSTALLATION LAPS. THE EN71RE EDGE OF THE HORIZONTAL RANGE SHALL BE FRAMING.
THE UNDERLAYMENT SHALL CONFORM NTH ASTM D 226, TYPE I OR TYPE 1. OR SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING Rqgf Vent Specifications (per manufacturer)
><I AS7M D 4869, TYPE I OR TYPE IL THE UNDERLAYMENT SHALL BE INSTALLED IN CEMENT AND MEMBRANE- SHINGLES SHALL OVERLAP THE HORIZONTAL HORIZONTAL LAP SIDING' Sheet Name.
WATER SHEDDING;FASHION, STARTING WITH THE EAVE EDGE AND ROLLED RANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. LAP ON SHALL BE LAPPED A MINIMUM OF 1 1/4"AM SHALL 4'-0" vent-provides 1.0 sq.ft. net free space
HORIZONTAL UNDERLAYMENT SHALL OVERLAP A MINIMUM OF Ir AND BE HAVE THE ENDS SEAM NTH CAULKING.COVERED WITH AN
MEOWWALLY FASTENED AT 36"D.C. MAXIMUM, EM RAS*&- BASE FLASHING SHALL BE OF OTHER CORRISKA-RESISTANT METAL H-SECTION JOINT COVER. OR LOCATED OVER A STRIP OF
ZMEN PROVIDED IN SECTION R905= OR MINERAL SURFACE ROOL FLASHING, LAP SIDING COURSES MAY BE INSTALLED NTH THE N/A
%SHALL BE INSTALLED IN WATER SHMM ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO
F7S I"N.N LAYER APPLIED AT THE ROM SHALL BE COUNTER KANN SHALL BE CORROSION-RESSTANT METAL V47H A APPROVED MANUFACTURER'S INSTALLATION INSTRUCTION&
FOLDE)OVER THE ROM AND MECHANICALLY FASTENED, AT 36' MINIMUM THICKNESS PROVM IN TABLE 1103.1. Vents Required
O.C. IWAXIMUM TO THE OPPOS14G SIDE OF THE ROOF. REPEAT
PROCEDURE FOR OPPOSING SIDE OF ROOF WHEN COMPLETED Sheet Number:
Ul THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING
THE ROGE. (1) 4'-0" vents 0 1.5 sq.ft. 1.5
1.5 Total sq.ft. net free area provided
COVER.
AREA TAB:
Additions 347 S.F.
N/A N/A S.F.
TOTAL 347 S.F.
FLASHING AS REQUIRED AT
"W/METAL WMTION
EASTING;
12 sHINGLEs(TYP) NEW SHED PORCH EASTING
3 29 GA PPR METAL ROOF OVER "GIES(TYP)
METAL ROOF SHINGLE 2x BLOCKING AS PURJNS(TYP)
TRANS11ION IM IN THE
FIELD (TW-k) 12
LED j zF1 3
-----IT-III I I 1 11 r-1 I/f RT WT
11 111111 111 11 111111 11 111 11 11 11 11 11 11 11 1 11 11 1 11 11 11 1] ITI
NEW I'm
PLT—Im 4\ CONTRACTOR TO VERIFY WORKING
BOX OUT BEAM \41F DRAWINGS BEFORE CONSTRUCTION
BOXOUTKM-".,V X (BEAM BY eMEER) (BEAM BY ENGINEER) BOX OUT BEAM
(BEAM BY ENGINEER) (BEAM BY DOW) -11
DOM 60 PT POST ZOPEN PORCH +
CMU EXISTING CMU BEYOND
EXT. WALL
WALL NOTE:
6X6 PT POST EXT. TRIMMED OUT
TRIMMED OtJT----.--,--,. EASING CMU 7 PT POST
I ==.Lj\-E)0STING MOM EXT. WALL TRIMMED OUT
0!-U'FMM FLA BEYOND(TYP)
r=L-
DOS71NG FRENCH
DR BEYOND (TYP)
Rear Elevation. Ri�ht Side Elevation
GENERAL NOTES SCALE: 1/4" 1'-0" SCALE: 1/4" = 1'-0"
LEFT SIDE SIMILAR 0 P=4
4-4
* IT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN ACCORDANCE ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO rON4
WITH ALL REQUIREMENTS OF THE BUILDING AUTHOR171ES HAVING JURISDICTION BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ric� m
OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IN SHOWN. r-cl
(ANY DETAILS PROVIDED BY ENGINEER &/OR CONTRACTOR TO SUPERCEDE
THOSE PROVIDED BY THE DESIGNER) C)
* THE CONTRACTOR SHALL VERIFY ALL COND11IONS AND DIMENSIONS AT THE r 4
JOB STE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT * ROOF VENTILATION TO BE PROVIDED PER FBC SECTION R806 4-4
ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING COND17IONS TO
THE DESIGNER AND/OR STRUCTURAL ENGINEER PRIOR TO COMMENCING WORK. * INSTALL WINDOWS AND DOORS PER MANUFACTURERS RECOMMENDATIONS C)
THE DESIGNER IS HELD HARMLESS OF ON SITE ACCIDENTS AND ERRORS. -------------------------------
ENGINEERING TAKES PRECEDENCE OVER ALL ARCHITECTURAL DRAWINGS. * SOMETIMES IT MAY BE NECESSARY TO LOWER CEILING HEIGHTS IN CERTAIN AREAS SUCH AS --------------------------------
CLOSETS, HALLWAYS, LAUNDRY ROOM, M.. IN =0 TO ACCOMIDATE FOR PLUMBING AND TO EXISTING
THE CONTRACTOR SHALL SUPPLY, LOCATE, AND BUILD INTO THE WORK ALL HVAC INSTALLATIONS
I>
INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES. HANGERS, 01
DIMENSIONS CAN VARY SLOTLY DUE TO FIELD CHANGES AND/OR
-X—
BRACING, SLAB DEPRESSIONS, AND PITCHES, AS MAY BE REQUIRED TO P-4
"STMENTS DURING CONSTRUCTION OF THE HOME.
C)t4------------------------------- ---------------------------------------------------------------------------------------------------------------
- -------------------------------L-L--- ------------------------L-1----------------------------I-L---------------------------I-L---------------------------j-j
ANILISTMENTS CAN BE MADE
TO EL.ECTRICAL IN THE FIELD
ROOF FLASHING SCALE: N.T.S. AS NECESSARY(TYP)
0 HIP FLASHING:
FASHION. AT 79 HIP LINE RLD M MMLAMff OVER THE
UAW m-mwm WINE mftm
W 0011=141-TIVES%1AI1 BE HIP AND MECHANICALLY FASTEK AT 36-O.C.""TO THE Electrical Plan
VALLEY LINKIS SHALL BE INSTALLED 61 ACCORDANCE WIN IM UNOERLAYiW SHALL BE IMSTALLED IN WA70 SNEMW
&VOING am OF 1HE ROW. REPEAT PROCEDURE M
D7 MOM SIDE OF ROW. WHEN COMPLETED THERE WIL BE
1.FOR OU VALLEY(VALLEY LOWS IDIPM)U0 10 METAL, 1110 LAYERS OF LINDERLAYMENT OVUL~THE HIP
METAL DRIP EGGE THE VALM UNN SNALL BE AT LEAP 2'r ODE AND OF ANY OF 5 X 3 ANME FLASHING F SCALE: 1/4" 1'-0"
25 CA. GALVANIZED TAE CORROSION-RWANT METALS IN TABLE ROUI 25 GA. G&VANIZED *r FLASHING
(NOT TO SCALE) (NOT TO SCALI) 29 GA. GALVANIZED
I FOR OPEN VALIM VALLEY LINN OF TWO PLIES OF MINERAL. (NOT TO SCALE)
SURFACE ROLL ROWK COMPLYIND"ASIM 0 241L SHALL BE
PERINT0. THE SUM LAYER MOLL BE 18'AND THE 70P A 010V OR SOW SHALL BE INSTALLED ON THE RIDGE 9DE N OTE:
C3 4 LAYER A MMIM OF 3r IM OF MY OWO MTER INAN JW IM ONCIET OR BASE AND GOMM RAS"SHALL BE INSTALLED 01 ACCORDANCE
ORP EDGE SOIL BE PROVIDED AT EAVES AND DOM OF 2440A)RM AND 3.FOR MOSEDKV�" SM COVERINISS 9491 BE SIM METAL OR OF THE SAME M MANUFAC'MM INST&LAIM MSW&M OR A 91RjMVa.1NS-5A5d1& I FIXTURES BELOW TO USE COMPACT FLUORESCENT BULBS IN
COVERED=9 VAIM cmnwjm METAL'V BE BIT IN APPROVED
ROLL MM
OVERLAPPED A MIMMLIM OF f. EAVE M EDGES SIVIL DMID 1/4'BELOW UNNG OF ONE Roffm G ASIM 0 MAIVOL AS THE ROOF COVEIW& RASIM CDAWXr AND BASE OF WALL AND OVER THE eAlL.3mm ACCORDANCE NTH FBC EC R404.1 & R202
224 TWE I OR TVE IN AND AT LEAST 36*WE OR VALLEY LUNG THE RIM AND VALLEY FLASHING OF CRICKETS OR SADDLES UIMDDGWUr�". ODIN :AL VERTICAL MUAL nANGES PANELS SNALL BE INSTALLED IN INE I=MM
L
'N'7
SHEAMN AND DMID BACK ON THE ROW A MWIM OF r. DRIP EDGE SHALL AS MOM IN ITEMS I AND 2 ABOVE MALL BE PERMIM SMALL BE THE SAME AS THE MM AND VALLEY FIASIM ON SHALL BE FASTENED 5' NO APPROVED FASTENERS PARALLEL.70 FRANft VERTICAL JDN7S SHALL OCCM OVER V'M RECESSED MOUNTED CEJUNG MOUNTIED
DRIP MOE AT EAVES
BE ME011AIWALY FAST=A MNIMLIM OF Ir 06C.
2 SPECIALTY WIDERLAYMENT COMPLYING WIN ASTM D 1270 MAY BE THE MAN ROOF. ALL LAPS SHALL BE A OF 4'FRULLY SEALED IN APPROVED FUM MEMBERS AND SHALL BE SEALED NTH CNAM OR
MOLL BE PERMITTED 10 BE INSTALLED EITHER OVER OR IINDER THE SIALL4 4 liff LIGHT FIXTURE UGHT FIXTURE
LIMMERLAYMENT. F INSIALIED OVER THE UNDERLAYMENT,THIN SHALL BE A LISED IN LID)OF THE LINING MATERIAL. FLASIM CEMENT. FLA' SIVIALL ART AT THE LOWER PORTOIN COVERED"BATTENS. HORIZONTAL JOINTS SHALL BE
WIMLIM f 10DTH OF ROW COW INSTALLED OVER THE DRIP MOE FLA40L OF ROW 70 06M WAmt- CAPABIUM OF ALL METAL FLASHED IM'Z-AA"W AND SIMS WTH SOW WDOD
TER
LAPS. THE ENTIRE OWE OF TIME IZOWTAL RANK SIVU BE FRAMM
OL M4
THE UNDEFILAYMENT SHALL COMFORM WITH ASTM D 221L TYPE I Olt TYPE%ON SEALED COVERING ALL MAL PE on WS WIN WROVED FLASHND
NEW KIM
M HA
ASM 0 48M TYPE I(It M L THE LINDERLAYMENY SHALL BE INSTALLED IN CMW AM MMOIRAIL 940MU HALL OVERLAP THE HORIZONTAL W1211MLIALIM FAN/LIGHT COMBO WAH MOUNTED
WATER SHEDDING FAVW STARTING WIN THE EAVE MOE NO ROLLED FLAMM AND SIW BE SET IN APPM WED FLA%"MOT. LAP SMING SHALL BE LAPPED A MNKIM==94ALL -9- LIGHT FIXTURE
HORIZONTAL LINDERLAYMENT SIKL OVERLAP A WMIM OF IV AND BE HAVE THE DODS SALO IM CALAWNG,
MECIIA14CALLY FASTENED AT 3r at MASM SAM FLAB"SHALL BE OF OTHER CORRISON-RESISTANT METAL H-SECTION ONT COVER.Olt LOCATED OVER A STRIP OF
PROVIDED IN SLIN ROMI&I OR INERAL SMACE MOL FLASHM UP SM "' , I P I MAY BE INSTALLED IMIN THE
THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING ROWING VIDOW A MWIM OF 77 MMDS PER 100 SOJARE FEET FASTENER HEADS DPOSED OR CDIXEALED,ACODRONG TO
FASHION. THE LAST LAYER APPUED AT THE ROM$VAL BE OMINTER nASIM SVIL BE CORRID 0-MISTANT METAL WITH A APPROVED MANL)FAC`R1RER`S IMALLA11ON INSTRUCTM
FOLDED OVER THE RIDGE AND WXKAMICALLY FASTENED,AT 36* MNMLIM DKKNESS PROVIDED IN TANI 9011.
O.C.MAMM TO THE QVOSINO SK OF THE ROOF. REPEAT
ul PROCEDLIRE FOR MPOS140 SIDE OF ROOF. WIEN ONPLETED
mm mL BE TWO LAYERS OF LUERLAYmENT OMILAPPING
THE mm IT IS MORTANT TO REALIZE
CLNG FAN W/ LIGHT THAT THE SIGNED CONTRACT
PREWRE & BRACE AND WRITTEN SPECIFICATIONS
TAKE PRECEDENCE OVER THE
WORKING DRAWINGS AS TO WHAT
IS INCLUDED OR NOT.ANY
SWTCH DISCREPENCIES BETWEEN THESE
DRAWINGS,SHALL BE GOVERNED
BY THE SIGNED CONTRACT
W WRITTEN SPECIFICATIONS.
J & B
Residential
Design, Inc.
Existing Green Cove Springs,Florida
EASIING EASING VERIFY BRG HGT (904) 449-4650
DIERIOR EXTERIOR
CMU WALL CMU WALL Job Number:
p::: Plan Name:
Porches
EXISTING SLAB New Porch EDGE OF ROOF---'rjl hsue Date:
SEE ENGINEERING FOR EXISTING SLAB RAFTER
ol BOTTOM OF SOFFITS TBO BY VAULTED COUNG -FOOTINGS(TYP) 4/12/16
STRUCTURAL BEAM (TYP) // Revision Date:
21--X-------- ------- ------z--------------------- ------------------------ --
oor
ia ---------I----------------]a --------------------- ---------------- Lj 4/21/16
z o 6/3/16
EDGE OF APX c m'nONALT- —10'-1 1/2' 9'-10 1/2' 4-10 11/� —10'-1 1/2' 8 16 16
ROOF RAFTER ADJUST OVERHANG AS NECESSARY FRAME ROOF Nll-�ADJUST DISTANCE FROM NEW
IN THE FIELD(TYP) PORCH AS NECESSARY FOR
SMACK REQUMEMENTS(TV) Drawing File:
Additions
Dra%m By
JMB
Roof Plan Reviewed By
SCALE: 1/4" 1'-0" 0or P an Contractor/Owner
SCALE: 1/4" = 1'-0" Sheet Name
N/A
Sheet Number:
A200�
CITY OF ATLANTIC BEACH RESIDENTIAL ('-'.'.' OVER SHEET
STRUCTURAL ENGINEERING 1.0 GENERAL NOTES Z
0
A. It Is the intent of the Engineer of Record that his work be In conformance with all requirements of the authorities having jurisdiction over this type of construction I
and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and CL
regulations.
B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. V)
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C. Contractor shall supply, locate, and build into the work all Inserts, anchors, angles. plates, openings, sleeves, hangers, slab depressions, and pitches as maybe required
to attach and accommodate other work.
D. These documents, as Instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the
Engineer of Record. .0- Lo
DESIGN SPECIFICATIONS STRUCTURE HEIGHT & NO. OF STORIES E. All details shall be in accordance with instructions from manufacturer or designer. Ld
F. The owner shall provide contractor with a soil Investigation report and analysis. All requirements for site preparation and soil compaction specified in the soil report
shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration
• DESIGN CODES: 0 MAXIMUM HEIGHT OF STRUCTURE (FT) 15. 0 Information made available to the contractor.
2014 FLORIDA BUILDING CODE (FBC) - RESIDENTIAL, ASCE 7-10, 2005 G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and lta component parts during erection.
NDS, ACI, ATIC, AWPA, APA, ICC 600-08 0 NUMBER OF STORIES H. Contractors shall be responsible for all temporary bracing that Is required during construction to keep structure safe and plumb until the entire structure Is in place. 0
Bracing shown on structural plans Is for completed structure only. Z
• OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) 1. Design is void after one year from original date. <0
J. Do not scale. Use dimensions from architectural plan. 2 W I
Z - 0 < Z
K. Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the information given In the Contract U 0
• DESIGN LOADS: 591:28U.
Documents. It shall not include review of quantities, dimensions, weights or gouges, fabrication processes, construction methods, coordination ofthe work with other Z ;.i P
trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific Item shall not indicate acceptance of an LU Co
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assembly of which the Item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. co U
ROOF CONVENTIONAL FRAMING: 2.0 MATERIAL SPECIFICATIONS 80 � -< ox
TYPE OF CONSTRUCTION 0 Q �
LL 20 PSF RAFTERS CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (fc) of 2500 psi at 28 days unless noted otherwise. All footings shall have a minimum � -0: <
ad L) 0
LL 20 PSF CEILING JOISTS design compressive strength of 2500 psi at 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing 0) r�- LL
< 04 0
* TYPE V-8 and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301-05, " Specifications for Structural Concrete for Buildings".
DL 10 PSF RAFTERS CONCRETE MASONRY UNITS: shall be hollow unit masonry in accordance with ASTM C 90-08 "Hollow Load-Bearing Concrete Masonry Units" and shall have a minimum net
DL 10 PSF CEILING JOISTS 0 UNPROTECTED area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building Code Requirements and Specification
for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (f m) of 1500 psi.
DL 30 PSF ATTICS WITH STORAGE GROUT. shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3/8" placed at an 8" to 11" slump and have a minimum
e UNSPRINKLERED specified compressive strength of 2500 psi at 28 days when tested In accordance with ASTM C 1019-09.
DL 10 PSF ATTICS W/O STORAGE REINFORCING STEEL: shall be In accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 315 (*Monucd of Concrete Practice"), ACI 318-08
%%
("Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2009.
STRUCTURAL STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings*.
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STRUCTURAL PIPE AND STRUCTURAL TUBING- shall be ASTM A500-07 (Grade B). co
116 0
WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. EU LLJ >-
ANCHOR BOLTS AND THREADED RODS: shall be In accordance with ASTM A 307-07 or ASTM F 1554-07 Grade 36.
WASHERS: shall be in accordance with ASTM F 436-09 Grade 36. 0
NUTS: shall be In accordance with ASTM A 563 Grade A Hex.
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ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY):
Simpson Strong-Tie Co., Product: Epoxy-Tie SET
-r -Tie AT P Fk
Simpson Strong is Co., Product: Acrylic
METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05). Z-MAX. or stainless steel.
2.23 WOOD
A. All wood members exposed to weather or in contact with masonry, concrete, or soil shall be pressure-treated.
B. All framing anchors and connectors shall be Simpson or equal.
C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer.
2.2324 FASTENINGS
All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted. All metal connections and fabrications shall comply with AISC
specifications.
Noil fasteners shall be common nails LINO.
2.2307.1 SILLS ON CONCRETE U)
Where sills on concrete are used, typical anchor bolts shall have a minimum diameter of 1/2" w/ 3x3x3/16 minimum washer and a minimum embedment of 7" in concrete. bi
Anchor bolts are required at the following locations:
A minimum of (1) anchor bolt shall be provided within 6 to 12 inches of each end of each plate and a minimum of (2) anchor bolts per plate.
Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 24" oc. 0
2.2307.6 SUBFLOORS
WIND ZONE INFORMATION COMPONENTS CLADDING PRESSURES Where subflooring Is Indicated In these plans use 3/4* T&G plywood glued with a construction adhesive end fastened per FBC - Residential Chapter 5.
3.0 CONSTRUCTION SPECIFICATIONS < LLJ
3.18 FOOTINGS AND FOUNDATIONS Of Q
A. Footings and Foundations shall be In accordance with FBC - Residential Chapter 4. This design has been completed in accordance with pertinent standards and >
accepted engineering design procedures, and Is based on the best available information at the time of completion. The design is Intended to minimize differential LIJ
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE NTH, movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any
AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2014 subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing Lli
EDITION OF THE FLORIDA BUILDING CODE of partitions above floor slabs, finish work above floor slabs, etc. 0 Z
B. Footings shall boor upon undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proctor Maximum Dry Density for a depth of at least (2) feet 0
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION below footing.
0
COMPONENTS & CLADDING DRESSURES C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 95% of Modified Proctor Maximum D
Dry Density (ASTM D1557-07). Of
(PSF) D. Fill shall be treated with termite protection before slob Is placed or Berate applied to wood framing above slob. Lli I-_
SIZE INTERIOR ZONES END ZONES E. A concrete slob-on-grade used In conjunction with the exterior sternwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement Lii V)
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+ - + - in the slab and the slab shall be keyed Into or tied into the foundation. 0
* BUILDING: ENCLOSED STRUCTURE I- F. The top of a monolithic slob-on-grade shall be at least 8 inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic (A C)
0-20 sf 25.9 28.1 -5.9 34.7 fiber reinforcement. A double foyer of WWF 3 feet wide shall be provided around the perimeter of the slab for no synthetic fiber reinforcement. 0
ULTIMATE DESIGN WIND SPEED (MPH Vult) 130 21-50 sf 23.2 25.4 3.2 29.2 G. Vapor barrier shall consist of minimum 6 mil. polyethylene. ct� W
- H. Where subsurface soil condition Information Is not available, foundations have been designed for a 2000 psf soil bearing capacity. Contractor shall report anydiffering LLI LL1
51-1 00sf 22.0 24.2 �2.0 26.9 conditions to the Engineer of Record prior to commencing work. > >
NOMINAL DESIGN WIND SPEED (MPH Vasd) 110 3.19 CONCRETE 0 Of
> 100 sf 20.2 22.4 1 -0.2 23.2 A. Concrete end Steel Reinforcement shall be in accordance with FBC-Building Chapter 19.
BUILDING RISK CATEGORY Minimum concrete cover shall be as follows:
Concrete cost against and permanently exposed to earth 3"
WIND EXPOSURE CATEGORY 13 Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2"
DIMENSION OF END ZONE IN FT. 4.0 Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2"
INTERNAL PRESSURE COEFFICIENT GCpi 0. 1 8 END ZONE IS LOCATED AT BUILDING CORNERS B. All continuous reinforcing at" in beams, columns, and footings shall be lopped a minimum of 36 bar diameters or 25", whichever is greater.
C. Horizontal beam and footing bars shall be bent 25" around corners or comer bars with a minimum 25" lop (UNO).
3.21 MASONRY 0
1. Masonry construction shall be In accordance with FBC-Bullding Chapter 21 and In accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits LL_
the grout lift height to 12 ft and requires a 1-hour initial set time between lifts.
2. For masonry construction, provide pre-cost concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading
conditions. UJ
3.2308 VERTICAL FRAMING WOOD >
Use 2x studs for all exterior and Interior walls U.N.O. In these plans. Space studs 0 16P o.c. at oil exterior, Interior bearing walls, Interior, shear wells, and 0 16" o.c. at
all Interior non-bearinrl Walls. 0
Use SPF #2 (or betie top plates and PT SPF #2 (or better) sill plates. <
Wall sheathing shall be min 7/16" APA rated sheathing.
3.2308.2.2.1 INTERIOR SHEARWALL SHEATHING
GENERAL:
EDGE NAILING Is required at the bottom and side edges of the sheathing. 0
RATED SHEATHING: _J
Mere interior shearwall indicated, underlay with 7/16" Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 0 6" o.c. edges, and 12" o.c. LL-
Intermediate. 0 LLJ
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3.2319 ROOF AND CEILING FRAMING X
1. Roof and Ceiling Framing shall be in accordance with FBC - Residential Chapter 8. Prefabricated structural trusses shall comply with NFPA Notional Design I-- <
Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefebricated wood,trusees shall be fastened to Cn
their supporting wells or beams with hurricane ties or anchors. LLJ
2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing Is provided at end reactions of all girder trusses. Z Ld M
3. The contractor shall approve fabrication and installation drawings showing size, shape, and layout. 0 0 C)
3.2322 ROOF SHEATHING F_- 0 P7_
Use 7/16* (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32" COX 1-11e Roofs) with fastening schedule as follows: - Q� Z
Use 8d ringshank nails 0 6" o.c. edges and 12" o.c. field interior zone; uno. C) 0 <
Use 8d ringshank nails 0 6" o.c. edges and 6" o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; C) 0-) 1
Use 8d ringshank nails 0 4" o.c. edges and 4P o.c. field at gable ends. n Ir-
3.2313.4 GABLE ENDWALLS < <
Provide platform framing In attic or balloon frame wall studs at all gable ends.
DMWN BY
AOB
DATE
8 23 2016
LE
AS NOTED
DESIGNED BY
DVL
JOB NO.
160504
SHEET No.
S 1 OF 2