HomeMy WebLinkAbout519 E 2 St (A) 17-1521�
519 E 2nd Street I I L. I
I'=e► 1
Sanford, FL 32771j�w _j2 : u -
O
� U N -6
U i -
L.. Lj 0
0) cd
co
IN
cd
IL
co
0
PROJECT:
0011.017
INTERIOR
DESIGN CRITERIA ABBREVIATIONS EXTERIOR
ABV. ABOVE LAV. LAVATORY INDEX OF DRAWINGS 1tECORD COPY RENOVATION
• FLORIDA BUILDING CODE (FBCR) 2014 5th EDITION A/C AIKCONDrr1ONING LUNI. LUMINOUS
• 2014 FLORIDA FIRE PREVENTION CODE 5th EDITION ADJ. ADJUSTABLE NLG. MEDICINE CABINET
AL ALTERNATE NIIN. MANUFACTURER
UREIC SHEET DESCRIPTION
• NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION AMP. ANIPERAGE IN. NBNIMUM SHEET
• ALL LOCAL AND STATE CODES BD. CBOARDEN fE NITD. NIouNrL'D
- CL CEN'TF.R LINE,' M'rL. MIi 1'AL \/ R T PAGE
CAB. CABINET S. ONCENTO SCALE. CS CO ♦ EI 1 SHEET
• OCCUPANCY - RESIDENTIAL -R3 CLG. CLEAR O.C.oLora PF TEK
CLK. CLEAR 1'L 1'KO1'IiKrY LINE
• CONSTRUCTION TYPE - VB CONC. CONCRETE I.B. PuSLI BU 'ION
MIN. INTERIOR FINISH CLASS B CPT. CARPET PH. FILONE GN GENERAL NOTES °
• C.T. CEKAMICTILE PLT. PLATE \J(Ol� n P�Q�� ��/hIJS
• BASIC WIND SPEED - 140 MPH (M/S) D. DRYER PLYWD. I YwoOD - COVER
DBL. DOUBLE PR. l'Alli 1 FLOOR PLAN
• 2 -STORY RESIDENCE - D.G. DUAL cEt,zLu P: r. PRLSSURE TKEAiEu S�> \5 - 35�Fs
• ExPosuRE - a (ExISTING) DIA. DlAME•fER R. RISEN 1.1 FOUNDATION PLAN SHEET
D1N1. UINlENS10N RAD. RADIUS F2 C�\�E(?
ALTERATION LEVEL - (3) D1SP. DISPOSAL R.A.G. RE TURN AIR GRILL 1 v
DP. DEEP S e,�E ,5�2
DR. DOOR REF. REFRIG E 2 ELEVATION
KATOK \ /
SPECIFIC PARAMETERS FROM (FBCR) 2014 CH.3 D.S. DOWNSPOUT ui RM. RoOM
ucl ELEVATIONS
LOCATION MAP' DTE. DETAIL R.O. ROOKIE OPENING
USED FOR DESIGN INCLUDES D.W. DlsLlwAsui R S.D. SMOKE Dcrccroli /
EA. ELEV Sill SINGLE HUNG .4 ELECTRICAL PLAN
• CONCRETE MASONRY RESIDENTIAL ELEV. ELEVATION slrl. sLIEBr ENGINEER
• CONSTRUCTION WOOD FRAME CONSTRUCTION EQ. EQUAL SIrrL1G. SHEAT1BNG fllvi WEo »�1cr�Dl COMPLIANCE STATE OF FLOJDA
AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 EXkI. EXTiAusr Sim. SHOWER ROOF PLAN cam'
• EXT. EXTERIOR S1M. S1N1lLr\R PLANS EXAMINER
F.G./FX. FIXED GLASS SL. SLIDING
F.G. FUEL STD. SLIDING GLASS 6 ROOF / FRAMING PLAN DATE
SCOPE OF WORK'
FIN,
LR FINISH STD. STANDARD
FLK. FLOOR S1VS SHEAR N'r,LL FLUOR. FLUORESCEN C SEC'IION PROJECT FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS SANFORD BUILDING DIVISION
LOCATION INTERIOR AND EXTERIOR BUILDING RENOVATION FTG. FOOTING T1iK. "rI11CK A PERMIT ISSUED SHALL BE CONSTRUED To BE AAND ADDITION GA. GAUGE T.O.C. T 01'OF CURB LICENSE TO PROCEED WITH THE WORK AND NOT ASE. 2nd ST GAR. DISP. GARBAGE DISPOSAL T.O.P. 'POPOF PLATE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
G.F.I. GROUND -FAULT CIRCUIT T.O.S. TOPOF SLAB ASIDEANY OFTHE PROVISIONS OFTHE TECHNICAL
® SOFT. CALC.'S IN"TEKKUI''1ER 1'YP. TYPICAL CODES, NOR SHALL NGOFFISSUANCE TALFRO APEHMA THEREAFTERPREVENT
S'
R a
GL. GLASS U.N.O. UNLLSSNOT D
THE UIRING CORRECTION
ERRORS
PLA
E. 3rd ST GYP. BD. GYPSUM BOARD OTHERWISE REQUIRING ACORRECTION OF ERRORS IN PLANS,
W a BUILDING AREA BREAKDOWN 11.8. ROSE BIB V.P. VAPOR PROOF
CONSTFiUCTIONORVIOLAT10NSOFTHISCORE
°C w FIRST FLOOR 980 SO. FT. 1LC HOLLOW coxT w, wAsuEli
LIDR. HEADER W/ WERE DATE: 05/17/2017
E. 4th ST TOTAL LIVING AREA: 980 SO. FT. H r. OR LEE 11EIGHT WD. WOOD ^
INSUL. INSULATION 1Vllw, WINDOW SCALE: /LLn=1+_On
IN t. INTERIOR W/Il WATER NEATER J�LPI !O
WW.L.WROUGIIrIRON �SHEET
A
wo
SNF0
# 1 7- 1 5 2 CS of 6
GENERAL NOTES
6.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 5th EDITION OF THE FLORIDA BUILDING
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL
CODE (FBCR), AND IN CONJUNCTION WITH ASCE 7-10.
BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS;
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
A. FLOOR LIVE LOADS (PSF)
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
L SLEEPING ROOMS 30
II. ATTICS WI STORAGE 20
9.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
III. ATTICS W/OUT STORAGE 10
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
IV: POOLROOMS 75
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500
T
V. BALCONIES 60
REQUIREMENTS.
VI: DECKS 40
VII. STAIRS AND EXIT WAYS 4U
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
J
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
VII. ALL OTHER ROOMS 40
-0
N
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
B. FLOOR DEAD LOADS 10 (PSF)
12.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
C. ROOF LIVE LOADS
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
5.
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
CONCRETE
1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2014 RESIDENTIAL
1.
ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
co
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
D. ROOF DEAD LOAD (PSF)
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
6.
L FIBERGLASS SHINGLES 17
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
II. CONCRETE TILES 25
ROCK CONCRETE PER SPECIFICATIONS.
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
E. WIND LOAD CRITERIA
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %"
1. BASIC WIND SPEED 150 MPH
SHALL BE PROTECTED AGAINST WIND-BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR
7:
II. WIND IMPORTANCE FACTOR (IW) 1.0
4,
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
III. EXPOSURE CATEGORY C
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
5.
BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL.
POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
1. OPEN BUILDINGS 0.00
2. PARTIALLY ENCLOSED BUILDINGS ±0.55
6.
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4'.
3. ENCLOSED BUILDINGS ±0.18
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
1.
GARAGE DOOR
7,
PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
A. ENGINEERED FOR 140 MPH MIN. WIND LOAD.
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. -
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
8.
CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION..
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS:
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED,
5. MINIMUM NAILING PER 2010 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2014.
-
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 518" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
S BRINGRRRE 0 S AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 10. FLOOR SHEATHING SHALL BE APA RATED %4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
4.
THE CONTRACTOR HALL
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
MASONRY
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
1,
DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
FABRICATION OF THE WORK.
c
MASONRY STRUCTURES, ACI 530.1 /ASCE 6, LATEST REVISION.
5.
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
2,
CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
U
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500
T
CODES.
PSI.
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
J
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
/01
U
-0
N
LL
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
4.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
5.
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
w
N
VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN 3/4 INCH, REFER TO FBC 2014, SECTION R607.2.1.1 FOR
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
co
MORTAR JOINT THICKNESS TOLERANCES.
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
6.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
10,
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS
.j
SHALL BE PROTECTED AGAINST WIND-BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR
7:
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 5th EDITION, AND CHAPTER 3, SECTION
8,
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL.
REINFORCING
STEEL
GARAGES AND CARPORTS
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
1.
GARAGE DOOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
A. ENGINEERED FOR 140 MPH MIN. WIND LOAD.
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
2.
AS PER FBC 2014 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
3•
WELDED WIRE FABRIC SHALL BE 6" X 6" - W10 X W10 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-0".
13/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
3.
CTS PENETRATING THE WALLS OR CEILINGS SEPARATING
AS PER FBCR SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE (0.48 MM) SHEET STEEL;1 INCH
, THE DWELLING FR
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
MINIMUM RIDGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS
4.
AS PER FBC 2014 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE
SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
NOT LESS THAN'/z-INCH GYPSUM BOARD OR EQUIVALENT.
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
SITE
WORK
1. #5, W31 OR D31 AND SMALLER 2"
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
L #11 AND SMALLER %4'
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
D. BEAMS, COLUMNS:
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS Yz'
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING
AND IRRIGATION.
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
3.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY APROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT,
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/i' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2014 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2014 FLORIDA BUILDING CODE.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR
CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER & METAL ACCESORIES IN ACCORDANCE WITH ASTM -C1063/ C-926
U
J QLo
c�
CO
c W2 z
c: 0_ -[:
'`'' _I
C 0 o ? LL p
'a) 2 G � O
CM015 _ OD
W to a U c\I
A o
C w W c
I
C i
O �W >
«>W�
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
GENERAL
NOTES
ENGINEER
DATE:� 05/17/2017
SCALE: 1/4" -l' -O"
SHEET.
GN OF 6
U
c
0
U
T
N
N
W
cr)
-r
J
0
/01
U
-0
N
LL
U
W
0
C
0)
w
N
co
.j
ca
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
GENERAL
NOTES
ENGINEER
DATE:� 05/17/2017
SCALE: 1/4" -l' -O"
SHEET.
GN OF 6
d.*
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL.#
SQUARE
FOOTAGE
WINDOW SEE
AND TYPE
ZONE
140 MPH WIND
1
8
1460 FIX GL
4
35.0/-38.0
14'-0'
6'-0"
TRANSOM
LLI
-�OvO��
�-W�i
0�L-00
11016
3'-9"
2
2
FIX GL
4
337/-367
3
2
11016
4
33.7/-36.7
0
5'-8"
FIX GL
Ly
EXISTING
4
2
FI 016
4
33.7/-36.7
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)-
VufM40 mph / Vasd-108 mph
B. INTERNAL PRESSURE COEFFICIENT -+.18
C. RISK CATEGORY -TYPE II
D. EXPOSURE CATEGORY B
U
U
SO.
FT. CALC.'S
NEW LIVING
980 SO. FT.
"L-' J
U
U
Jco
40'-6"
Lo
mW
J
"L-' J
O
C
.0015
16'-9'
3'-9'
14'-0'
6'-0"
d. m
LLI
-�OvO��
�-W�i
0�L-00
13'-0'
3'-9"
7'-0'
7'-0'
L
N
N
o�
♦-'�
2'
5'-6" 5'-6"
0
5'-8"
-a
Ly
EXISTING
I.LI
0
ai
Lo
W
WINDOW
�N°'{
W
3050
co
Q
EGRESS
0
0
N
44 POST
(TYP.)
COV PORCH
R.%.
EXISTING
28 BI -FOLD `i
WINDOW
EXISTING
I
r
CL. N
DOOR
I
BEDROOM 1ZD
I�c\lX�I
CL.
N
a,IT
REFG.
�
ZD
UNDER COUNTER
COV
2-2cq
6
B.F.
—
-1
WASH / DRY
- 2-2668 FR. DR'S
PORCH
EXISTING
�I
a
I
13068
`�
co
G
N
WINDOW
Q
KITCHEN CO
I
I OPENING
a
3050
�
2-2068
EGRESS
8'-6"
RANGE
.8'-8" SINKS 3'-0
14'-0"
6'-0"
2'
0EO"
BEDROO
A 2
`�
4"
zoEzM
EXISTING
LIVING ROOM
WINDOW
44 POST
2-2x12 HDRWALL
0
0
LAP
'
-
- - - -"'
4
-
BATH
co
EXISTING
4'
'
Q
FIRE PLACE
v
co
N
6w/D
hI
�J
T
1460
X
SH
WER
00
3-1016 FIX
4
O
O
O
EXISTING
WINDOW
1'-8'
2'-0'
5'_6"
3'
0"
4'-6"
3'-10" 5'-8"
2'-6'
2'-6'
8'-6.
7'-0.
8'- "
26'-2"
40'-6"
FLOOR
PLAN
U
U
Jco
0 c�
Lo
mW
J
"L-' J
O
C
.0015
j LL O
� O
C =000
U
W L0n
N N
d. m
LLI
-�OvO��
�-W�i
0�L-00
U
PROJECT:
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FLOOR PLAN
ENGINEER:
STATE OF FLORIDA
1 S
DATE: 05/17/2017
SCALE: 1/4"=1'—O"
SHEET
1 OF 6
U
J
J
c
0
U
T
L
N
N
o�
♦-'�
CnJ
(y)
0
0
-a
Ly
�UN�
I.LI
0
ai
Lo
W
�N°'{
W
co
Q
PROJECT:
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FLOOR PLAN
ENGINEER:
STATE OF FLORIDA
1 S
DATE: 05/17/2017
SCALE: 1/4"=1'—O"
SHEET
1 OF 6
r,dp
M ETA1624"x24'x12"
16'x16"x8" BLOCK FILLED CONC. PAD
SOLID ALL CELLS W/ FTG. W/ (3)
Q 1 #5 DOWEL PLACED IN #5 REBARS
`D CENTER OF PIER EA. WAY
IN. ri is • I V � —_ �
16"x16"x8" BLK. " " " 24'x24"x12" _
FILLED SOLID 24 x24 X12 CONC. PAD 2• r-4" s' -1o" r-4" 10'-8•
CONC. PAD
FTG. W/ (3) # 5 REBARS FTG. w/ (3) 2'
'. o,.. • ., •.o`.. # 5 REBARS
W/ 1 #5 REBAR 8'-4" 12'-2' 14'-0"
EA. WAY EA. WAY
1
PIER DETAIL
U
U
J
too
m W 2
RS
co
J
CO
U- O
O
Whoa
C
UoOio
Q , o
n
w?� N
W
�+ td � �
C)
co
>1-.-�
O �W
oma
O5L-aD
ocAOc
F
OJECT:
011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FOUNDATION
PLAN
ENGINEER:
STATE OF FLORIDA
ti
DATE: 05/17/2017
SCALE: 1/4"=1'-0"
SHE
ET
�. I OF
U
J
c
0
T
�
coU
�
N
0-0
C
w
LL
0
UUN�
x.01
W
c
0
co
co
N
ca
0L-
Q
F
OJECT:
011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FOUNDATION
PLAN
ENGINEER:
STATE OF FLORIDA
ti
DATE: 05/17/2017
SCALE: 1/4"=1'-0"
SHE
ET
�. I OF
d►
,o
U
U
J
Q �
�W
F
o�
c
J
-a LL p0
—
C,�
W �a
Q r O
00
N 01
04
N
>% � U
Wco
(U
G LW
�m
(0.5 L00
u)Oc)
O
PROJECT
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ELEVATIONS
ENGINEER:
STATE OF FLORIDA/
�!I
DATE: 05/17/2017
SCALE: 1/4"=1'-O"
SHEET
2 OF 6
U
C
O
UT-
N
04
O
O
cf)
J
LL
O
U
cq
L
�
O
0)
co
N
co
ca
PROJECT
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ELEVATIONS
ENGINEER:
STATE OF FLORIDA/
�!I
DATE: 05/17/2017
SCALE: 1/4"=1'-O"
SHEET
2 OF 6
s
M
dam
mAk
PROJECT
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ELEVATIONS.
ENGINEER:
STATE OF FLORIDA
v
1
L
5/17/2017
1/4"=1'-O"
6
U
J
c
O
U
T
LU
cl)
O
O
c
-a
J
LL
U
v
N
W
C
L 0
N
co
co0
PROJECT
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ELEVATIONS.
ENGINEER:
STATE OF FLORIDA
v
1
L
5/17/2017
1/4"=1'-O"
6
10 _
ELECTRICAL LEGEND
OALL
Z
SYMBOL
DEFINITION
NOTES
VA
110V OUTLET
29
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA
110V FLOOR
(1) LAUNDRY CIRCUIT AT
1500
OUTLET
12000
(1) WATER HEATER
4500
..
o Qi C I
1/2 OF OUTLET
(1) CLOTHES DRYER
5000
tIOV OUTLET
WIRED TO
f�
U
SUBTOTAL OF GENERAL LOAD
SWITCH
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ® 40%= 16,540 VA x (.4)
EQUIPPED WITH
TOTAL NET GENERAL LOAD
bGFI
ROV OUTLET
AROUND FAULT
O
GFI
INTERUPTER
220V OUTLET
NET GENERAL LOAD
16,616
f�
EXTERIOR
TOTAL LOAD
ILII
CALCULATED LOAD FOR SERVICE
WATERPROOF
OUTLET
33,156 VA / 240 V= 138.15
150 AMP SERVICE
C
SWITCH
$llll 3
SWITCH
3 -WAY OPER
4
SWITCH
4 -WAY OPER.
nnco
WALL
MOUNTED Llal-LT
WALL SCONCE
. j
PREWIRE
ca
CEILING LIGHT
1
VAPOR PROOF
Q01vp
LIGHT
1
RECESSED
`0�
CAN
VENT. FAN
VENT. FAN
w/LIGHT
O O O U
X LIGHT STRIP
4' LIGHT STRIP
FLOURECENT
WRAP AROUND
LIGHT
_
2'FLOURECENT
4' FLOURECENT
Q
PANEL
METER
SMOKE
BATT. BACK-UP
W/
HARDCONNECTED
DETECTOR
INTER-
CONNECTED
CARBON MONOXIDE/
BATT. BACK-UP W/
®SD
SMOKE DETECTOR
HARDWIRE
C.M.D.
COMBO
INTER-COMIECTED
k �(
PENDANT
LIGHT'
TELEPHONE
JACK
4
GAS
OUTLET
CEILING BOX
REQUIRED TO
CEILING
BE SUPPORTED
FAN/LIGHT IT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
O
SPEAKER
PREWIRE
FLOOD
LIGHT
SECURITY
SYSTEM
O
KEYPAD
DK11TAL
Dla
KEYPAD
WATER
I WH I
HEATER
I-�
DISCONNECT
AIR. COND.
A/C
DISCONNECT
TV.
TELEVISION
JACK
V.C.
VOLUME
CONTROL
DOOR
CHIMES
CHIMES
RECEPTACLES IN SLEEPING
ROOMS ARE TO BE ARC FAULT
ALL CLG. PREWIRE & LIGHTING FIXTURES ARE TO BE
CONSIDERED CENTERED IN THE AREA DESIGNATED BY
PLANS UNLESS OTHERWISE SHOWN
NOTES
• IN ACCORDANCE W/ FRC R313.4 CARBON MONOXIDE DETECTORS / SMOKE
DETECTORS WILL BE INSTALLED WITHIN 10 FEET OF ANY ROOM USED FOR
SLEEPING PURPOSES.
1. ELECTRICAL HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED
LINE OF THE BOX TO BE 12" A.F.F. (GENERAL)
• KITCHEN: 44' A.F.F.
• BATHROOM: 39' A.F.F.
• LAUNDRY ROOM: 36" A.F.F.
• EXTERIOR WATERPROOF: 12' A.F.F.
• GARAGE GENERAL PURPOSE: 42' A.F.F.
• RANGE: 2' A.F.F.
2. ALL TRIM PLATES AND DEVICES TO BE GANGED, WHERE POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42 CENTERLINE ABOVE FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,
LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE
RESPONSIBLE FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL, WIRING
AND ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA
NATIONAL FIRE ALARM CODE, LATEST REFERENCES. SMOKE DETECTORS
SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER A/C OR
DC (BATTERIES)
6. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED
PER NEC 210.12 (b)
7. LOCATION OF TV JACKS + PHONE OUTLETS TO BE VERIFIED BY BUILDER
1
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
U
J
LOAD INFORMATION
VA
980 SQ.FI'. GENERAL LIGHTING X (3) = VA PER SQ.FT.
29
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA
3000
(1) LAUNDRY CIRCUIT AT
1500
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
4500
..
o Qi C I
O>W(0
�mn-
(1) CLOTHES DRYER
5000
(1) DISPOSAL (1/3 HP)
246
f�
U
SUBTOTAL OF GENERAL LOAD
26.540
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ® 40%= 16,540 VA x (.4)
6,616
TOTAL NET GENERAL LOAD
16,616
cy)
Q
O
LL
U
N
NET GENERAL LOAD
16,616
NET TOTAL HEAT
N/A
TOTAL LOAD
33,156
CALCULATED LOAD FOR SERVICE
CF)
33,156 VA / 240 V= 138.15
150 AMP SERVICE
NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE - '
ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS.
(3) # 2/0 THHN/THWN COPPER
CONDUCTORS, (1) # 6 THHN/THWN
COPPER GROUND IN 2" CONDUIT.
NEMA 3R
150 AMP
COMBO 120/240 VOLT
M DISCONNECT 42 CIRCUITS
AND MLO
METER CAN
POWER COMPANY 150
TRANSFORMER AMP. PHONE / DATA CABLE / TV
WEATHER WEATHER
D : D I r PROOF BOX PROOF BOX
'--INTERSYSTEM BONDING
TERMINAL AT LOW VOLTAGE
SERVICE TO BE PULLED BY POWER CO. GRADE LINE CONNECTIONS
150 AMP ELECTRICAL RISER CONNECTE T NCR COPPER
ELECTRICAL MATERIALS AND INSTALLATIONS ENCASED FOOTER STEEL AND TO
SHALL COMPLY W/ APPLICABLE PROVISIONS OF COLD WATER PIPE PER NEC 2008 250.
THE NATIONAL ELEC. CODE, LOCAL CODES, AND
THE LOCAL POWER CO. 5/8" DIA X 8 FT. LONG
COPPER GROUND ROD
NOTE
ALL BRANCH CIRCUITS REQUIRED IN N.E.C. 210.52
ARE TO BE PROTECTED BY AN ARC -FAULT
INTERRUPTER LISTED TO PROVIDE PROTECTION OF
ENTIRE BRANCH CIRCUIT
U
U
J
�
W
cq
o-
o
Ca
L
5 I
"C >. o'
`D)oRR
LL p
0
W �a
v U0I
Q�`o
c�3? N
W m j
�+ (1i
..
o Qi C I
O>W(0
�mn-
��
ocnOC�
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FLOOR PLAN
ENGINEER:
STATE OF FLORIDA
„I J 1
DATE: 05/17/2017
U
1/4"=l' -O"
SHEET
4
OF 6
c
O
f�
U
T`
tL
rr!`^^'
VJ
cy)
Q
O
LL
U
N
L
W
O
CF)
Cc
N
nnco
V
. j
ca
Q
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
FLOOR PLAN
ENGINEER:
STATE OF FLORIDA
„I J 1
DATE: 05/17/2017
SCALE:
1/4"=l' -O"
SHEET
4
OF 6
ATTIC VENT CALCS
U
AREA OF ATTIC
600 SUI.
NET FREE VENTILATION AREA REQUIRED (1/300)
4.6600 SQ.FT.
REQUIRED VENTILATION AREA (4.66 x 144)
671.0 SUN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 671.0)
315.5 SQ.IN.
OFF RIDGE VENTILATION AREA
115 SQ'111'
PER VENT
TOTAL # OF VENTS REQUIRED
2.92
TOTAL # OF VENTS PROVIDED
3
U
U
J
0 c)
�WrIN
5
of 6
C> .Lt
.0) O Cid
LL
O
c .,?' O
00
W L<
Q T O
Itt
o l
(7d
N
w D U
�R
W
O I
O > W
(c)
oua0C?
O
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ROOF PLAN
DATE:
U
SCALE:
1/4"=1'—O"
SHEET
5
of 6
C
O
L
(Y)
U
N
0
�
W
L.
O
C
D0)
0
IrLoN
ca
ca
OL
co
0
PROJECT;
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ROOF PLAN
DATE:
05/17/2017
SCALE:
1/4"=1'—O"
SHEET
5
of 6
3EADER SPAN CHART
SINGLE STORY APPLICATION
CONNECTOR SCHEDULE
SIMPSON
DBL 2x6
UP TO 5'-4"
DBL 2 x 8
UPLIFT
FASTNER
META -16
1450
7-10d x 1 1/2 1 -PLY/ 6-16d 2 -PLY
(2) META -16
1985
10-10d x 1 1/2 1 -PLY
DBL 2 x 5
1900
14-16d 2 -PLY
HETA-16
1810
9-10d x 1 1/2 1 -PLY/ 8-16d 2 -PLY
HETA-20
1810
9-10d x 1 1/2 1 -PLY/ 8-16d 2 -PLY
3
2035
10-10d x 1 1/2 1 -PLY
(2) HETA-20
2500
12-16d 2 -PLY
MGT
3965
(1) 5/8 ANCHOR BOLT TO CONCRETE, (22) 10d TO WOOD
HGT-2
10980
2-3/4" x 9" A.B. SET IN EPDXY TO CONCRETE, 16-10d TO WOOD
HOT -3
10530
2-3/4" x 9" A.B. SET IN EPDXY TO CONCRETE, 16-10d TO WOOD
MTS -12
1000
14-10d x 1 1/2
HTS -20
1450
24-10d x 1 1/2
LSTA-12
970
10-10d
LSTA-18
1235
14-10d BEAM TO POST
MSTA-18
1365
14-10d
MSTA-24
1640
18-10d
MSTA-36
2050
26-10d
MSTI-36
3915
36-10d x 1 1/2
MSTI-48
5080
48-10d x 1 1/2
ABU 44
2200
5/8" x 9" A.B. SET IN EPDXY TO CONCRETE, 12-16d TO WOOD
ABU 66
2300
5/8" x 9" A.B. SET IN EPDXY TO CONCRETE, 12-16d TO WOOD
HD8A
7460
3/4" x 9" A.B. SET IN EPDXY TO CONCRETE,
3 7/8" THROUGH BOLTS TO WOOD ( MIN. 3 1/2" MEMBER)
LTT19
1350
1-3/4" OR 3/4" x 9" A.B, SET IN EPDXY TO CONC., (8)-16d SINKERS TO WOOD
LTT20B
1460
1-5/13" OR 3 4" x 9" A.B. SET IN EPDXY TO CONC., (10)-16d x 1 1/2 TO WOOD
LTTI-31
2310
1-5 8" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., (18)-10d x 1 1/2 TO WOOD
MTT-28-B
4455
1-5/8" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., (24)-16d TO WOOD
HTT-22
5260
1-5/8" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., (32)-16d SINKERS TO WOOD
MBHA 3.56/11.25 3475
1-5 8" OR 3/4" x 9" A.B. TO CONC., 18-10d TO WOOD
HUC 412
1810
5-3Z115" x 2-1/4" TAPCONS 3 -PER FLANGE TO CONC., 10-16d TO WOOD
HUSC 412
3240
6-3/16" x 2-1/4" TAPCONS 3 -PER FLANGE TO CONC., 10-16d TO WOOD
HUC 410
1505
6-3/16" x 2-1 4" TAPCONS 3 -PER FLANGE TO CONC. 10-16d TO WOOD
H6
950
TO PLATE 8-8d, TO STUDS 8-8d
HTSM-20
1175
10-10d TO TRUSS, 4-1/4"x2 1/4" TITEN TO BLOCK
MST -48
1 3695
48-16d
ALL ANCHOR BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH
5/8" x 9" THREADED ROD MINIMUM 6" EMBEDMENT SET IN EPDXY
ALL ANCHOR BOLT CONNECTIONS TO BLOCK TO BE SUBSTITUTED WITH
5/8" x 9" THREADED ROD MINIMUM 6" EMBEDMENT SET IN EPDXY
ALL CONNECTOR VALUES BASED ON SIMPSON PRODUCT CATALOG C-2006
3EADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2x6
UP TO 5'-4"
DBL 2 x 8
5'-4" TO 7'-0"
DBL 2 x 10
7'-0" TO 10"-0"
DBL 2 x 12
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 5
UP TO 5-0"
DBL 2 x 8
5-0" TO 6'-4"
DBL 2 x 10
6'-4" TO 8"-0"
DBL 2 x 12
8'-0" AND OVER
A 1 /\ II I 1Q L+Q-HF_1D1 ILE NOTE. TYP. EXT. SHEATHING ATTACHMENT FOR
V f-'� L _ I V a� f-1 V #8 RING SHANK GUN NAILS ® 4" O.C.
SHEAR & UPLIFT (O.S.B. TO BE STRUCTURAL T P BOTTOM EDGES �10
ROOF DIAPHRAGM GRADE) CONNECTORS FROM STUD TO PLATE ARE z w
USE 7/16" O.S.B, OR 1/2" CDA PLY WITH #8 RING SHANK GUN NAILS AT 4" O.C. AT NOT REQUIRED EXCEPT ® OPENINGS zw
SUPPORTED PANEL EDGES AND #B RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL. a
ROOF SHEATHING TO GABLE END FRAME TOP CORD BLOCKING AT 4' �e
O.C. MAX.
USE #8 GUN NAILS 0 4" O.C. IN FIRST 2 FRAMING
SPACES AT EACH END. J z a
EXTERIOR SHEATHING m'
USE 7/16" O.S.B. OR 1/2" PLY WITH #8 RING SHANK GUN NAILS AT 6" O.C. AT RAFTER OR TRUSS z P.
PANEL SIDES AND #8 RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM
PANEL AND #6 RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING - L
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA:
TENSILE STR.
8d
ROUND,MODIFIED
1 7/8"
.113
170,000
50
C `
W �a
OR T
MINIMUM WALL AND HEADER EXISTING BRG. HOT _
$
NEW 2x6 RAFTER TO BE
NAILED TO EXISTING
2
1 O
ROUND,MODIFIED
2 1/8"
.128
170,000 '
AT EACH END OF HEADER
OR T
3
STUD REQUIREMENTS 2x6 HEADER EA.
SIDE OF POST
NAILS TO BE MFG BY MEMBER OF INT
N
J
—a
z
z
iaT�a�■s� ii
z
BUILDING LENGTH
STAPLE, NAIL & TOOL ASSOCIATION
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING LAYOUT
7 RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH AND ENDWALL BRACING
4. 0280 INCH FULL ROUND HEAD DIAMETER FOR GABLE END FRAMING
5. 2 INCH NAIL LENGTH
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
TYP. 3/4" T&G SUB—FLOOR DECKING GLUED TO ALL
u u n un u n u u
MTs12 TYP.
TOP OF J,�y
L
MTS12 TYP.
UP TO
STAPLE, NAIL & TOOL ASSOCIATION
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING LAYOUT
7 RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH AND ENDWALL BRACING
4. 0280 INCH FULL ROUND HEAD DIAMETER FOR GABLE END FRAMING
5. 2 INCH NAIL LENGTH
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
TYP. 3/4" T&G SUB—FLOOR DECKING GLUED TO ALL
u u n un u n u u
MTs12 TYP.
TOP OF J,�y
L
MTS12 TYP.
UP TO
5'-0" TO
8'-0"
U.N.O.
4'-11 1/2
7'-11 1/
"AND UP
NUMBER OF HEADER SrUDS
0
50
C `
W �a
/0
W
i UC1
MINIMUM WALL AND HEADER EXISTING BRG. HOT _
$
NEW 2x6 RAFTER TO BE
NAILED TO EXISTING
2
3
RIDGE ,
I
W
i 8
RID E
AT EACH END OF HEADER
1
3
STUD REQUIREMENTS 2x6 HEADER EA.
SIDE OF POST
RAFTER
13:II
SHED ROOF
c
L
J
0NL
O
U
P.T. 4x4 POST
EXISTING FRAMED
L.
BM TO 4x4
n I TPOST OP AND�6
O
C
`�<<
T_
VJ
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-0"
U.N.O.
4'-11 1/2
7'-11 1/
"AND UP
NUMBER OF HEADER SrUDS
0
50
C `
W �a
/0
W
i UC1
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2x8 LEDGER BD. LAG
2
AT EACH END OF HEADER
1
3
2 x 12
(#2 SYP)
/16" OSB
NAIL (3) 12d 6"-8" O.C.
TYP. 2x12jj. IIDR.
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON
STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: .
TRUSS TO MASONRY/CONCRETE SHALL BE META -16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16
AT EACH END AND 32" ON CENTER ON JOISTS
PARALLEL TO WALL.
TRUSS TO WOOD FRAMING SHALL BE MTS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE
DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED
DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF
ROOF/FLOOR TRUSSES.
42" HI WD. RAILING PORCH WALL TO REMAIN BM TO 44
POST MTS
TOP AND
EXISTING FLR JOIST / BOTTOM
0'-0' FIN. FLR.—
U
SCALE:
BLOCK PIER
2x6 FLOOR JOIST
PLAN
6
OF 6
• 24" O.C.
0
50
C `
W �a
/0
W
i UC1
�� o u
:llj
ROOF
/FRAMING
mIL0
2x8 LEDGER BD. LAG
POST TO BE ENCASED
BOLTED 12" O.C. W/
IN MIN. 2"x2" CONC.
7/16"x 31/2'W/ WASHER
FTG
FLOOR JOIST TOE NAILED
W/ 413-x3 2 EA. SIDE
SECTION q PORCH
2_2x12 HDR — 2-2x8 1-
n I
MTS1TYP.
n u }I n
I u u u n
2x8 IROOFii
r • 24 O.C.
i rr
U
U
SCALE:
L- C'
Q
�W
PLAN
6
OF 6
.�
(3)C
0
50
C `
W �a
/0
W
i UC1
�� o u
:llj
ROOF
/FRAMING
mIL0
06
Or- U)Oc-)
U
U
SCALE:
L- C'
Q
�W
C
6
OF 6
.�
(3)C
0
50
C `
W �a
/0
W
i UC1
�� o u
:llj
O W
p N
7 L
mIL0
06
Or- U)Oc-)
PROJECT --_-)
0011.017
INTERIOR
EXTERIOR
RENOVATION
ROOF /
FRAMING
PLAN
ENGINEER:
STATE OF FLORIDA
�l
00
DATE:
U
SCALE:
1/4"=l' -O"
SHEET
J
6
OF 6
O
U
�+r
2
c
L
J
0NL
O
U
U
L.
u
O
C
T_
VJ
ca
IL
co
PROJECT --_-)
0011.017
INTERIOR
EXTERIOR
RENOVATION
ROOF /
FRAMING
PLAN
ENGINEER:
STATE OF FLORIDA
�l
00
DATE:
05/17/2017
SCALE:
1/4"=l' -O"
SHEET
6
OF 6
TMOLYET ENGINEERING LLC
1060 EAST INDUSTRIAL DRIVE
SUITE W
ORArINGE CITY, FL 32763
PH; 386-532-9000
FY:386-771-6043
PE041509
July 14, 2017
Mr. Dave Aldrich
Chief Building Official
City of Sanford Building Department �Wc
A' )U' forth Patin Avenue \
J
Sanford, FL 32771 e�F�uOz
gP•
Re: Change in Rafter Connectors 46PP
519 East Second Street '� 5
uanfJrd, FL
Dear Mr. Aldrich:
At the reverenced site, the rafter connecturs on the interior wall of the new bedroom and
bathroom tare to be toe -nailed with three (3) 16d's rather than the SST MTS12's
indicated on the plans submitted for permit issuance.
Should further questions on this project arise, please do not liesitate to contact me.
Ver trtiiyyvuF
a i
"Engineer-of-Rccord
4
DEADER SPAN CHART
SINGLE STORY APPLICATION
CONNECTOR SCHEDULE
SIMPSON
CLEAR SPAN
DBL 2
x 5
UPLIFT
FASTNER
META -16
1450
7-10d x 1 1/2 1–PLY/ 6-16d 2–PLY
(2) META -16
1985
10-10d x 1 1/2 1–PLY
x 12
1900
14-16d 2–PLY
HETA-16
1810
9-10d x 1 1/2 1–PLY/ 8-16d 2–PLY
HETA-20
1810
9-10d x 1 1/2 1–PLY/ 8-16d 2–PLY
(2) HETA-20
2035
10-10d x 1 1/2 1–PLY
DBL 2
2500
12-16d 2–PLY
MGT
3965
(1) 5/8 ANCHOR BOLT TO CONCRETE, (22) 10d TO WOOD
HGT-2
10980
2-3/4" x 9" A.B. SET IN EPDXY TO CONCRETE, 16-10d TO WOOD
HGT-3
10530
2-3/4" x 9" A.B. SET IN EPDXY TO CONCRETE, 16-10d TO WOOD
MTS -12
1000
14-1Od x 1 1/2
HTS -20
1450
24-1Od x 1 1/2
LSTA-12
970
10-10d
LSTA-18
1235
14-10d BEAM TO POST
MSTA-18
1365
14-10d
MSTA-24
1640
18-10d
MSTA-36
2050
26-10d
MSTI-36
3915
36-10d x 1 1/2
MSTI-48
5080
48-10d x 1 1/2
ABU 44
2200
5/8" x 9" A.B. SET IN EPDXY TO CONCRETE, 12-16d TO WOOD
ABU 66
2300
5/8" x 9" A.B. SET IN EPDXY TO CONCRETE, 12-16d TO WOOD
HD8A
7460
3/4" x 9" A.B. SET IN EPDXY TO CONCRETE,
3 7/8" THROUGH BOLTS TO WOOD ( MIN. 3 1/2" MEMBER)
LTT19
1350
1-3 4" OR 3 4" x 9" A.B. SET IN EPDXY TO CONC., - (8)-16d SINKERS TO WOOD
LTT20B
1460
1-5/8" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., (10)-16d x 1 1/2 TO WOOD
LTTI-31
2310
1-5/8" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., 18 –1Od x 1 1/2 TO WOOD
MTT-28-13
4455
1-5/8" OR 3 4" x 9" A.B. SET IN EPDXY TO CONE., (24)-16d TO WOOD
HTT-22
5260
1-5/6" OR 3/4" x 9" A.B. SET IN EPDXY TO CONC., (32)-16d SINKERS TO WOOD
MBHA 3.56/11.25
3475
1-5 8" OR 3/4" x 9" A.B. TO CONC., 18-10d TO WOOD
HUC 412
1810
6-3/16" x 2-1/4" TAPCONS 3–PER FLANGE TO CONC. 10-16d 'i0 WOOD
HUSC 412
3240
6-3/16" x 2-1 4" TAPCONS 3 -PER FLANGE TO CONC., 10-16d TO WOOD
HUC 410
1505
6-3/16" x 2-1/4" TAPCONS 3–PER FLANGE TO CONC., 10-16d TO WOOD
H6
950
TO PLATE 8-8d, TO STUDS 8-8d
HTSM-20
1175
1 10-10d TO TRUSS, 4-1/4"X2 1/4" TITEN TO BLOCK
MST -48
1 3695
48-16d
ALL ANCHOR BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH
5/8" x 9" THREADED ROD MINIMUM 6" EMBEDMENT SET IN EPDXY
ALL ANCHOR BOLT CONNECTIONS TO BLOCK TO BE SUBSTITUTED WITH
5/8" x 9" THREADED ROD MINIMUM 6" EMBEDMENT SET IN EPDXY
ALL CONNECTOR VALUES BASED ON SIMPSON PRODUCT CATALOG C-2006
DEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
5'-0" TO
CLEAR SPAN
DBL 2
x 5
UP TO 5'-4"
DBL 2
x 8
5'-4" TO 7'-0"
DBL 2
x 10
7'-0" TO 10"-0"
DBL 2
x 12
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
2
CLEAR SPAN
DBL 2x6
1
UP TO 5-0"
DBL 2
x 8
5'-0" TO 6'-4"
DBL 2
x 10
6'-4" TO 8"-0"
DBL 2
x 12
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-0"
U.N.O.
4'-11 1/2'
7'-11 1/
"AND UP
NUMBER OF HEADER STUDS
170,000
OR T
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2 1/8"
2
170,000
AT EACH END OF HEADER
1
PORCH
3
2 x 12
02 SYP)
/16" OSB
NAIL (3) 12d ® C-8" O.C.
TYP. 2x12 BM./HDR.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON
STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META -16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16
AT EACH END AND 32" ON CENTER ON JOISTS
PARALLEL TO WALL.
TRUSS TO WOOD FRAMING SHALL BE MTS -12
3. 'TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE
DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED
DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF
ROOF/FLOOR TRUSSES.
NAIL—INCA S+CHE�ULE N OTE. TYP. EXT. SHEATHING ATTACHMENT FOR q8 RING SHANK GUN NAILS 0 4^ O.C.
SHEAR & UPLIFT (O.S.B. TO BE STRUCTURAL TOP & BOTTOM EDGES
ROOF DIAPHRAGM a
USE 7/16" O.S.B. OR 1/2" CDX PLY WITH #8 RING SHANK GUN NAILS AT 4" O.C. AT GRADE) CONNECTORS FROM STUD TO PLATE ARE zNOT REQUIRED EXCEPT @ OPENINGSZ
SUPPORTED PANEL EDGES AND #8 RING SHANK GUN NAILS AT 6" O.C. AT In
INTERMEDIATE SUPPORTS. SEE DETAIL. x
TOP CORD BLOCKING AT 4' ¢ J
ROOF SHEATHING TO GABLE END FRAMEN o
O.C. MAX. IN FIRST 2 FRAMING
USE #8. GUN NAILS @ 4" O.C. 0"l
SPACES AT EACH END. z
EXTERIOR SHEATHING m
USE 7/16 O.S.B. OR 1/2" PLY WITH #8 RING SHANK GUN NAILS AT 6" O.C. AT RAFTER OR TRUSS z w
PANEL SIDES AND #8 RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM
PANEL AND #B RING SHANK GUN NAILS AT 6" O.C. AT z
8 RING SHANK GUN NAILS
®#6" O.C. IN FIELD
INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING 14
co TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STR.
8d
ROUND,MODIFIED
1 7/8"
.113
170,000
OR T
2x6 HEADER EA.
C .�_0
W�L0a
-I--Q 0
10d
ROUND,MODIFIED
2 1/8"
.128
170,000
EXISTING FRAMED
ORT
PORCH
WALL TO REMAIN
42" HI WD. RAILING
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL & TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER
2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
NEW 21
NAILEC
2x6 RA
MTS12 TYP.
_
z
EXISTING BRG. HGT
U
NEW 2x6 RAFTER TO BE
J
z
NAILED TO EXISTING
RAFTER
2x6 HEADER EA.
C .�_0
W�L0a
-I--Q 0
SIDE OF POST
"IT
oma
O
P.T. 4x4 POST
ocn0co
EXISTING FRAMED
U'-
PORCH
WALL TO REMAIN
42" HI WD. RAILING
z
�
Z w
EXISTING FLR. JOIST /
0'-0' FIN. FLR .
-T-
_
BLOCK PIER
2x6 FLOOR JOISS
C11
LL
• 24' O.C.
� �-f�
�-
—
D
0
LC)
' 2x8 LEDGER BD. LAG
POST TO BE ENCASED
BOLTED 12' O.C. W/
IN MIN. 2"x2" CONC.
7/16"x 31/2'W/ WASHER
FTG
FLOOR JOIST TOE NAILED
W/ 413x3-2 EA. SIDE
SECTION � PORCH
1
■--�s�l 11
m®s�u1 11
e-� 11
■mmmm
BUILDING LENGTH
_
. Y o SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
Z J
Z w =
co
W
v�
c'6
z
J�
U
c�
`
J
z
cWN
J
u_Q
• `>1 :C
�0�
C .�_0
W�L0a
-I--Q 0
O
"IT
oma
O
J
ocn0co
U'-
a
z
�
Z w
C--�
a
0o
o
Zo
w
C11
.1
o
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
C#8 RING SHANK GUN NAILS
® 12" O.C. IN FIELD`
TYP. 3/4 T&G SUB–FLOOR DECKING GLUED TO ALL
EXPOSED MEMBERS
1 2-2x6 HEADER SECURED
W/ 5/8 THRU BOLT w 4X4
POST. 2x6 HEADER EACH
QIr•tC nG PnRT.
k.'/k° /`,
AV
RECORD COPY
R
���wlNc
SANFORD
OFpARS�`�
ROOF / FRAMING PLAN
#17-121
PROJECT -
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ROOF /
FRAMING
PLAN
ENGINEER -
STATE OF FLORIDA
DATE:
c'6
SCALE:
J�
U
c�
`
J
L:
Q
cWN
J
u_Q
• `>1 :C
�0�
C .�_0
W�L0a
-I--Q 0
00
UCV
W'S N
"IT
oma
0
ocn0co
PROJECT -
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ROOF /
FRAMING
PLAN
ENGINEER -
STATE OF FLORIDA
DATE:
U-
SCALE:
1/4"=l' -O"
SHEET
6
OF 6
C
0
U'-
N
C--�
o
/0
U
C11
LL
U
W
�-
—
D
0
LC)
(d
c
ca
OL.
.j
cd
Q
PROJECT -
0011.017
INTERIOR
EXTERIOR
RENOVATION
PAGE:
ROOF /
FRAMING
PLAN
ENGINEER -
STATE OF FLORIDA
DATE:
05/17/2017
SCALE:
1/4"=l' -O"
SHEET
6
OF 6