HomeMy WebLinkAbout500 Airport Blvd (2)SITE LOCATION PLAN (NTS)
GENERAL NOTES
RENOVATION PLANS
FOR
COLLISON FUNERAL HOME
SCOPE OF WORK : EXTEND ROOFLINE OUT OVER
EXISTING PATIO TO CREATE A COVERED PORCH
.._........._......... _.._ _...:__.�WI 12 VA
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EXISTING BUILDING L----------___--_--____J EXISTING BUILDING
1. AGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DO
NOT SCALE DRAWINGS.
2. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER
SMALLER SCALE DRAWINGS.
3. ITEMS NOTED ON DRAWINGS ARE RELOCATED FROM THIS PROJECT, NEW OR TO
BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE.
4. THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS /
DATA SHEETS, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, SHALL
APPLY UNLESS OTHERWISE DETAILED IN CONSTRUCTION DOCUMENTS.
DIMENSIONING
UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM:
C. FACE OF METAL/WOOD STUD TO
FACE OF METAL/WOOD STUD.
500 AIRPORT BLVD
E. SANFORD, FL 32773
CITY OF SANFORD - SEMINOLE COUNTY, FLORIDA
GENERAL
Parcel1d: 01.20.30-512-0000-027A
Tax Dlzict: S1-SANFORD
Owner: COLLISON HOLDING CO-SANFORD
Address: 3806 HOWELL BRANCH RID
WINTER PARK FL 32M
Property Address: 500 AIRPORT BLVD
E. SANFORD 32773
Facility Name:
Dor: 76-MORTUARIES/C EMtIERI ES
APPLICABLE CODES INCLUDE BUT ARE NOT
LIMITED TO THE FOLLOWING:
2001 FLORIDA BUILDING CODE W/ LATEST REV.
FLORIDA BUILDING CODE, PLUMBING
FLORIDA BUILDING CODE, MECHANICAL
1997 NATIONAL ELECTRICAL CODE
2001 NFPA - LIFE SAFETY CODE 101, 2000 EDITION
FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION
MDO;D USE: GENERAL OFFICE / ASSEMBLY
TOTAL COVERED AREA 460 S.F.
OCCUPANCY: ASSEMBLY / MORTUARY CHAPEL
CONSTRUCTION CLASSIFICATION � UNPROTECTED, UNSPRINQaED
DESIGNED FOR 120 MPH WINDLOADS
DRAWING INDEX
CVR COVER SHEET / MISC. NOTES
A 1.0 OVERALL SITE PLAN
A2.0 CONCRETE SLAB LAYOUT
A3.0 HVAC / ELECTRICAL LAYOUTS
P 1.O PLUMBING RISER / PLAN - FIXTURE SCHEDULE & LAV. DETAILS
P2.0 PLUMBING DETAILS
M 1.0 MECHANICAL / HVAC PLAN, NOTES & DETAILS
Sanford Fire
Date:
BUILDING DESIGN CONSULTANT:
CREATIVE PLANNING & DESIGN
1 899 KENTUCKY AVENUE, WINTER PARK, FL 32789
PHONE: 407-41 5-3201 - FAx. 407-599-1984
CONTACT: R. CASEY NELSON
ISSUE DATE:
2/12/2005
CREATIVE
PLANNING
DESIGN
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PHONE.
FAX: 9. 7fi43
FAX:
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2X RAFTERS AT 16'
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BLOCKING AS READ TO
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IN POST / BEAM
MATCH EXISTING
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CONNECTOR AS
BOXED BEAM.
DIMENSIONS (TYP.)
GYPSUM OR GREEN
RIDGE BOARD SHALL BE
SPECIFIED
BOARD SCREWED TO
2X TO MATCH
UNDERSIDE OF RAFTERS
EXISTING.-2X'S LAPPED
1X USED TO BOX
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- PROVIDE (1)
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IN BEAM TO MATCH
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TO MATCH EXISTING.
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HUGHES PA 4X40 UPL 1515
3 - 16d PER EA. FLAP
OR: SIMPSON ABU44
W / 14 - 16d COMMONS
DRIVEWAY TO POST - (1) 5/8"
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COLUMN COLUMN COLUMN
NOTE: REFER TO DETAIL FOR FRAMING
AND HOLD DOWN REQUIREMENTS
ROOF FRAMING PLAN
1 /2"=1'-O"
CItEA'I'IVE
PLANNING
DESIGN
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PHOE:
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FAR:
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PNEUMATIC NAILS:
PNEUMATIC OR MECHANICALLY DRIVEN NAILS WILL BE
ACCEPTED UNDER THE FOLLOWING CONDITIONS;
A. MINIMUM NAIL SIZE: 6d OR LARGER SPIRAL SHANK WITH:
-MINIMUM SHANK DIAMETER - .099
-MINIMUM LENGTH - 2 1/4-
-MINIMUM HEAD DIAMETER - 1 5/64"
B. MINIMUM NAIL SPACING ( MIN. SHEATHING 7/16")
AREA
EDGE
FIELD
ZONE 1
6"
8"
ZONE 2
4'
6"
ZONE 3
6"
8"
ZONE 4
4'
6"
GABLE TRUSS
4' O.C.
NAILING PATTERN ROOF FRAMING DETAIL
N.T.S.
ZONE 10 118"o.. INTERMEDIATE.N NAILS ®6"o.c. AT EDGES, AND
ZONE Q I I USE 8d COMMON NAILS 0 6"o.c. AT ALL FIELDS.
I ZONE 0 11 USE 8d COMMON NAILS 0 4"o.c. AT ALL FIELDS. I
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ROOF SHEATHING NAILING ZONE NOTES
N.T.S.
ROOF PLAN NOTES:
1. ALL RAFTERS SHALL HAVE A TOP CHORD PITCH OF 6:12t. CONTRACTOR TO FIELD VERIFY AND MATCH EXISTING ROOF
SLOPES
2. ALL OVERHANGS SHALL BE 2'4r UNLESS NOTED OTHERWISE.
3. ALL RAFTERS, HEADER, BEAMS, AND OTHER LOAD BEARING MEMBERS SHALL BE ENGINEERED BY FL, REGISTERED P.E.
4. THIS PLAN IS TO SHOW BASIC ROOF CONFIGURATION.
5. ATTACH EACH RAFTER, SUPPORT WITH HURRICANE ANCHOR PER DETAIL
6. ROOF DECK IS % C.D.X. PLYWOOD OR ib O.S.B. ATTACH PER NAILING SCHEDULE.
RAFTER NOTES:
1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS, SPINS, PITCHES, AND ANY CONDITIONS WHICH COULD ALTER OR
AFFECT TRUSS DESIGN.
LUMBER:
1. ALL STRUCTURAL LUMBER (INCLUDING BUT NOT LIMITED TO: JOIST, BEANS, RAFTERS, STUDS, PLATES AND POSTS)
SHALL BE SOUTHERN YELLOW PINE, GRADE #2, KID 19% OR BETTER (Fb FOR LUMBER NOTED TO BE IN CONFORMANCE WITH
VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN SPECIFICATION SUPPLEMENT TABLE
4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION
BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION.
2. ROOF DUIFRAM: MINIMUM 1%2 PLYWOOD, C-C EXTERIOR OR OTHER PS-1 GRADE. NAILING: 8d @ 4" O.C. ALL EDGES 12"
O.C. IN FIELD, ALL EDGES BLOCKED, 8d RINGSHANK NAILS @ 4" O.C. WITHIN THE FIRST 5' EITHER SIDE OF THE RIDGE AND
WITHIN Y OF THE EDGE AROUND THE ROOF PERIMETER.
NAILING SCHEDULE FOR WALLS AND ROOF:
ROOF: WITHIN 4 FEET OF ALL EAVES, GABLES, RIDGES AND HIPS. NAIL 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS
ON EACH PANEL. ALL OTHER AREAS SHALL BE NAILED 6' O.C. AT THE EDGE AND 12" O.C. IN THE INTERIOR OF THE PANEL.
NAIL SHEATHING 4" O.C. INTO ALL GABLE END TRUSS TOP CHORDS.
NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, COMMON, RING OR SPIRAL SHANK, OR HOT -DIPPED
GALVANIZED, HAND OR GUN -DRIVEN NAILS. GUN -DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND -DRIVEN
NAILS. OTHERWISE SPACING SHALL REDUCE FROM 12" TO 10", 6" TO 5" AND 4" TO 3" IN THOSE APPLICATIONS.
CONNECTION NOTES:
ALL FRAME TO TRUSS CONNECTORS TO BE HUGHES OR SUBSTITUTE SIMPSON AS SHOWN ON DETAILS UNLESS OTHERWISE
NOTED.
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