HomeMy WebLinkAbout505 Wylly Ave 17-2035; PORCH AWNING1 .rxn
;F July, � �. CITY OF SANFORD
t: -Y'AT
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: r Q35
Documented Construction Value: $�
Job Address: Historic District: Yes ElNo LJ
Parcel Ill:
\ Vesidential UCommercial ❑
Tyne of Work: New 11 Addition Alteration ❑ Repair ❑ Dento ❑ Cliaiige of Use ❑ Move ❑
Description of Work: c_ — rVA )Y (W
Plan Review Contact Person:
(��� �{ r�P.IL rA i Title: a( ��C1
Phone
Fax• Email:
i�
Property Owner Information
Name n'P
Street: E3-6` omr. k1j Ile, ident of property?�
City, State Zip:
Contractor Information'h . .
Name
Phone:
�':��cJx r.M"irfiw:;i4�ta l.:tx.niAs�,l,�wua�FF'ux,�"ti "ia{'r. Ana 4.Am,'
Street:
l+ax
City, State Zip:
�r.
State} is
Architect/Engineer Information
Name:
Phone: ,
Street:
Fax:
City, St, Zip:
E-mail:
Bonding Company: Mortgage Mort Leitcler:
a '
Address:Address: -,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TILE JOB SITE BEFORETHE FIRST INSPEC'T'ION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FSC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTES TO BUILDER/CONTRACTOR,
1, VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DIMENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS.
2, VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING
FOOTINGS PRIOR TO FOUNDATION POUR,
3, THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES,
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A
COMPLETE TREATISE ON THE APPLICABLE CODES,
4, READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING
CONSTRUCTION, MANY DETAILS REQUIRE A DEVIATION FROM
STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR
ORDER—OF—ASSEMBLY. THESE THINGS ARE MUCH EASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE.
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM SWEET.
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ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY T❑
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO SWEET
BEFORE BEGINNING CONSTRUCTION,
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS i
AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEF❑RE CONSTRUCTION
NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
SWEET IS NUT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTI❑N AS SITE SPECIFIC CONSTRUCTION
OF MORE THAN ONE HOME OR VARIANCE FRUM PLAN SPECIFICATI❑NS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD,
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VICINITY MAP
N.T.S.
NO. INDEX DESCRIPTION
LEGAL DESCRIPTION
E 70 FT OF LOT 1 BLK 14
.A B RUSSELLS ADD FORT REED
PB 1 PG 97
PARCEL I.D.#:
067.03150314000010
SCOPE OF WORK
CONSTRUCT WOOD FRAMED
ENTRY COVERING WITH ROOF.
AREA TABULATION
EXISTING STRUCTURE AREA 1,555 SQ. FT.
FRONT PORCH AREA (PROPOSED) 46,1 SQ, FT.
REAR PORCH AREA (PROPOSED) 46.1 SQ, FT,
TOTAL PROP, AREA
1 CS COVER SHEET
2 Al EXIST. / PROSED SLAB PLAN
3 A2 PROPOSED ROOF PLAN
4 A3 EXISTING / PROPOSED ELEVATIONS (FRONT AND REAR)
5 A4 EXISTING .AND PROPOSED SIDE ELEVATIONS
6 S1 STRUCTURAL DETAIL SHEET
7 C1 PLOT PLAN (CIVIL)
y263
AI Ifa1,
Ok to construct front and rear porch as shown
on plan. Meets area and dimension regulations
for the SR -1 zoning district.
SYMBOLS
SECTION NUMBER
PAGE NUMBER
�— DIRECT OF SECTION
RECOM) COPY
f�
t
A Vlf vWED FOR CODE COMPLIANCE
�i PLANS EXAM M ER
DATE
SAFORD BUILDING DIUI5it71�1
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING
CONSTRUCTION OR VIOLATIONS OF THIS CODE
1,647.2 SQ FT,
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODE -RESIDENTIAL 5T11 EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NATI9NAT,13LECT1dCAI. CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE PLUMBING 5TIIEDITION(2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE -MECHANICAL 5TH F,I) rm (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TH EDITION (2014)
NFPA 58 LIQUIFIED PE'T'ROLEM GASSES LATEST EDITION
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
LA'TES'T OSHA
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVENTION CODE STH EDITION (2014)
ENGINEERS NOTES
ENGINE'ER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED
IIERIN, SHOULD TTIE OWNER OR CONTRACTOR CI IANGE
TRUSS COMPANIES OR LINTEL COMPANFN FURTHER REVIEW 13Y
THE BUILDING ENGINEER IS REQUIRED/
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURE'S (ASCE/SEI 7 -IU)
FLORIDA BUILDING CODEDESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN I IIGI I WIND
REGIONS ICC -680-08 V tilt = 140 mph, V asd = 108 mph
figure 104 desigu wurd spccd (3 second gust): 110 mph
WIND EXPOSURE CATEGORY= C
RISK CATEGORY = II
ENCLOSURE CLASSIFICATION=ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 psX
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSI'RINKLFD
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3'-6 1/20'3, 1,1 31„ 3'--/...1/2„ 3> 11> 3,-11, 3,-7,
_,_,_-._......._...__
-I
-4" ,i 5' 7"
i
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FRONT (NORTHY., ,
v
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. a
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EXISTING 4" CONC, S/W
v
4
EXISTING :SLAB PLAN (" AS - BUILT")
1/411 = 11-011
REAR (SOUTH)
35'-0"
PROPOSED SLAB ALAN
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING STH EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE -MECHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 51H EDITION (2014)
NFPA 58 LIQUIFIED PEl'ROLEM GASSES LATEST EDITION
NFYA 13 INSTALLATION OF SPRINKLER SYSTEMS
LATEST Q511A
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVEN'T'ION CODE 5TH EDITION (2014)
ENGINEERS NOTES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORM :ITON IS BASED UPON THE INFORMATION CONTAINED
11ERlN, SIIUULD THE OWNER OR CONTRACTOR CHANGE
TRIJSS COMPANIES OR LIN"TEL COMPANIES, FUWI71ER REVIEW B Y
THE BUILDING ENGINEER IS REQUIRED/
MINIMUM DES (GN LOAD S FOR BUILAINGS AND OTHER
STRUCTURES (ASCE/SEI 7-1o)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND
REGIONS ICC -600-08 V ult = 14U mph, V asd =108 Inph
figure 104 design wind speed (3 second gusl): 110 mph
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = It
ENCLOSURE CLASSIFICATION =ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 psf
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKLED
4"
313ODH
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:
3'-6 1/20'3, 1,1 31„ 3'--/...1/2„ 3> 11> 3,-11, 3,-7,
_,_,_-._......._...__
-I
-4" ,i 5' 7"
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FRONT (NORTHY., ,
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. a
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EXISTING 4" CONC, S/W
v
4
EXISTING :SLAB PLAN (" AS - BUILT")
1/411 = 11-011
REAR (SOUTH)
35'-0"
PROPOSED SLAB ALAN
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING STH EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE -MECHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 51H EDITION (2014)
NFPA 58 LIQUIFIED PEl'ROLEM GASSES LATEST EDITION
NFYA 13 INSTALLATION OF SPRINKLER SYSTEMS
LATEST Q511A
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVEN'T'ION CODE 5TH EDITION (2014)
ENGINEERS NOTES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORM :ITON IS BASED UPON THE INFORMATION CONTAINED
11ERlN, SIIUULD THE OWNER OR CONTRACTOR CHANGE
TRIJSS COMPANIES OR LIN"TEL COMPANIES, FUWI71ER REVIEW B Y
THE BUILDING ENGINEER IS REQUIRED/
MINIMUM DES (GN LOAD S FOR BUILAINGS AND OTHER
STRUCTURES (ASCE/SEI 7-1o)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND
REGIONS ICC -600-08 V ult = 14U mph, V asd =108 Inph
figure 104 design wind speed (3 second gusl): 110 mph
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = It
ENCLOSURE CLASSIFICATION =ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 psf
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKLED
I
ELECTRICAL LEG EN D
SYMBOL DESCRIPTION
=0
DUPLEX RECEPTACLE
=M1/2 S.W.
SWITCHED DUPLEX RECEPTACLE
�GFl
GFI PROTECTED RECEPTALCE
=GwP/cn
WEATHERPROOF/GFI PROTECTED RECEPTACLE
�s
SINGLE RECEPTACLE
49�
220 VOLT OUTLET
=@cLc.
DUPLEX RECEPTACLE (CEILING MOUNTED)
$
SINGLE POLE SINGE THROW SWITCH
a
3—WAY SWITCH
4—WAY SWITCH
CEILING MOUNTED INCANDESCENT- FIXTURE
H
SUSPENDED INCANDESCENT FIXTURE
�R
RECESSED INCANDESCENT FIXTURE
wT
RECESSED WATERTIGH'r INCANDESCENT FIXTURE
OE
RECESSED EYEBALL INCANDESCENT FIXTURE
01
FLOURESCENT LIGHTING FIXTURE
1--0
WALL MOUNTED FIXTURE
v
FLOOD LIGHT
0
-TELEPHONE
6
DOOR CHIMES
❑
PUSH BUTTON FOR DOOR CHIME
CABLE TELEVISION OUTLET
CEILING FAN LOCATION OR PREWIRE
sD
SMOKE DETECTOR
—OI
THERMOSTAT
Cp
CARBON MONOXIDE DETECTOR
1/411 = 114"
NO. REVISION AND DATE ITEM
) 2x6
ROOF RAFTERS 24"O. C.
TYP. FRONT AND REAR
LIMITS OF CONSTRUCTION
CHAD LINN P.E. LIC. # 57524
P.O. BOX 140024, ORLANDO fL. 32714
PHONE: 407-525-6433
NOTE: FOOTERS HAVE BEEN EXCAVATED TO
DETERMINE S ZE,AND CONT. STEEL REBARS
(2) VER E EDTO BE ADEQUATE FOR 1 STY
CONSTRUCTION, AS PER CERTIFICATION BY
STRUCTURAL ENGINEER OF RECORD,
IF ANY FOOTERS ARE DISCOVERED
UNDERSIZED, APPROPATE DRAWINGS
WILL BE GENERATED TO CORRECT
LOOTER SIZE, NO CONCRETE WORK SHALL
BE PERFORMED UNTIL LINTELS HAVE BEEN
INSPECTED,AND APPROVED FOR POUR BY
SEMINOLE COUNTY BUILDING DEPT
LEGEND
�—f EXISTING CONCRETE (8" BLK) LOAD BEARING WALL
PROPOSED CONCRETE (8" BLK) LOAD BEARING WALL
%Yc PROPOSED WOOD LOAD BEARING WALL (STUDS 16" O.C,)
_ :..
PROPOSED 6" WOOD FRAME WALL
PROPOSED 4" WOOD FRAME WALL
INFILL WITH STUDS OR CMU
HB= HOSE BIB
M,T.= METAL THRESHOLD
BUILDING CODE CRITERIA.:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING 5TH EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE -MECHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TH EDITION (2014)
NFPA 58 LIQUIFIED PETROLEM GASSES LXFEST EDITION
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
LATEST OSHA
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014)
CNGINEERS NOTES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMA'T'ION AND
LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED
HERIN, SHOULD THE OWNER OR CONTRACTOR CHANGE
TRUSS COMPANIES OR LINTEL COMPANIFS, FURTHER REV EW BY
THE BUILDING ENGINEER IS REQUIRED/
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTflER
STRUCTURES (ASCE/SE17-10)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND
REGIONS ICC -600-08 V tilt = 140 mph, V;W = 108 mph
figwe 104 design wind speed (3 second gitst): 110 mph
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = It
ENCLOSURE CLASSIFICATION = ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 psf
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKLED
SWEET
"We Brines Vision To LliW l
Phone: (3002$0=5507
Email: 1lifefricnd gmail.com
PLAN FOR:HARDY KATHERINE L
ADDRESS: 505 WYLLY AVE,
SANFORD FL 32773
DATE: 06/2017 SCALE: PAGE:
IARC E L#: 06203150314000010vA2
FXISTING FRONT F[ -F V ATIO1 M �[ Q
EXISTING
VG REAR ELEVATION
\,AT101 M
1 /4n = 1'—On
PROPOSED 4X6 BEAM (EACH SIDE)
NOTE: DRAWINGS REELECT "AS BU LT" FIELD
CON D T ON S�
PROPOSED 4:12 FOOE P TCH (T-�c�nr-�n�-,��-
PROPOSED
T1-1 1 WOOD D N G MATCH
PROPOSED FRONS ELEVATION
1/411 11-01?
PROPOSED REAR ELEVATION
FCH EX ST N G)
PITCH (-I-yp.)
BEAM (EACH DE)
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
AL'TERA'TION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING 5TH EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE -MECHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TR EDITION (2014)
NFPA 58 LIQUIFIED PETROLEM GASSES LATEST EDITION
NFPA U INSTALLATION OF SPRINKLER SYSTEMS
LATESTOSIIA
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODE,;:
FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014)
ENGINEERS NorrES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL iNFOI2NIATION 1S BASED UPON THE INFORMATION CONTAINED
IIER[N, SHOULD 1111 OWNER OR CONTRACTOR CHANGE
'TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIEW BY
THE BUILDING ENGINEER 1S REQUIRED/
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES (ASCE/SE17-10)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND
REGIONS ICC -G00-08 V ult = 140 mpk V aed = 108 mph
figure 104 design wind speed (3 second gust): 110 mpli
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = U
ENCLOSURE CLASSIFICATION = ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 psf
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHTOF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKLED
EXISTING 4"THICK SLAB (TO REMAIN)
PROPOSED 4X6 P, T. POST (EACH SIDE)
F
o p p �
EXIST1\10- 4"T- CK SLAB (TO REMAIN)
C�l
EXISTING SIDE ELEVATION (EAST)
1/411 = V-011
EXISTING SIDE ELEVATION (WEST)
PROPOSED SIDE ELEVATION (WEST)
PROPOSED FLOOR PLAN
1/ 1) = it -Ott
NO. REVISION AND DATE ITEM
A
Simpson Strong—Tie
I -I U S26
(SEE DETAIL SHT, SI FOR DETAILS)
PROPOSED 4-X6 BEAM (EACH SIDE)
//--PROPOSED SIMPSON ABU66 TYP, (4) PLCS,
SWEET
"We Bring Visions To Life"
Phone: (305)280-5507
Email: llifefriend@gmail.com
PLAN FOR: HARDY KATHERINE L
505 WYLLY AVE,
ADDRESS: SANFORD FL 32773
CHAD LINN P.E. LIC. # 57524 DATE: 06/2017 SCALE: PAGE:
P.O. BOX 140024, ORLANDO fL. 32714
PHONE, 407-525-6433 jD IARC E111: 06203150314000010 A-4
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODF-RFSIDF.NTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LE: VEL X CLASSIFICATION
L'LECT'RiCAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING 511I EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE-Iyl1,'CHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TH L'DTTION (20 14)
NFFA 58 LIQUIFIED PETROLEM GASSES LATEST EDI'T'ION
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
LATEST OSITA
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVENTION CODE STH EDITION (2014)
ENGINEERS NOTES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED
HERIN, SHOULD TME OWNER OR CONTRACTOR CHANGE
TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIEW BY
THE BUILDING ENGINEER IS REQUIRED/
MINRvIUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURE'S (ASCE/SEI7-10)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGII WIND
REGIONS ICC -600 08 V Tilt = 140 mph, V asd = 108 mph
figure 104 design wind speed (3 wevad gwL t): 110 mph
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = II
ENCLOSURE CLASS1 ICA'1'ION = ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 p;l
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKI,ED
PROPOSED
2X6 RAFTEI
SIMPC
@ EA
1x FASCIA W/ GAL
DR ).P CONT
1E
PROPOSED FRAMING DETAIL
GENERAL. N N__`E
1, CONTRACTOR IS TO ASCERTAIN THAT ALL
CONSTRUCTION SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE BUILDING 'CODES AND LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCW,, DANCE WITH
APPLICABLE LAWS, STATUS, ORDINANCES,
CODES, RULES, AND REGU'L;ATIONS. IF THE
CONTRACTOR OBSERVES T�iAT PORTIONS OF
THE CONSTRUCTION DOCUYNETS ARE AT
VARIANCE THEREWITH, THEA CONTRACTOR
SHALL PROPMPTLY NOTIFY'; °THE DESIGNER IN
WRITING AND THE NECESARY CHANGES SHALL
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
MODIFICATION,
2. DIMESIONS TAKE PRECEDEN1c.E OVER DRAWINGS,
DO NOT SCALE DRAWINGS ;TO DETERMINE ANY
LOCATIONS, IF ANY DISCREPANCIES OCCUR,
NOTIFY THE DESIGNER AT `:ONCE FOR CLARIFICATION,
3, ALL WOOD IN CONTACT WITH MASONRY, CONCRETE
OR STEEL SHALL BE PRESSURE TREATED.
I
4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED
AND/OR INSTALLED IN AC'QORDANCE WITH THE
MANUFACTURER'S PUBLISHE=D SPECIFICATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOW AND
DOOR MASONRY OPENINGS WITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CONSTRUCTION,
6, ALL PLAN DIMENSIONS ARE. FROM FACE OF BLOCK
OR FACE STUD AND ARE NOMINAL UNLESS
OTHERWISE INDICATED.
8. THIS STRUCTURE HAS BEEA DESIGNED TO MEET
OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
2014, 5TH EDITION
9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
WATER PROOFING.
10. ALL LUMBER SHALL BE S`I'P ##2 OR BETTER
N,T,S,
GENERAL NOTES
RIDGE CONT
XIS"rINC WOOD
1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2014). 5TH ED.
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28. DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE
MASONRY ASSOCIATION AND ACI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S OR M.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES AiRI✓ BASED ON LINTEELS HAVING A BEARING OF 8"
(WITH A MINIMUM ACOMYI"ABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) , 5TH ED.
ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C. AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS AT 6" O.G. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d
NAILS AT 12" O.C. AT INTERIOR SUPPORTS,
Sirnps,
M TS12
I-I\UI- U.JLV
DBL. 2X6 HEADER (P.T.)
fl sort Strong -Tie
PROPOSED FRAMING DETAIL
'"'IMON) OR .14 3X3 1/4" (160 SINKER) NAIL
DBL. 2x6 P.T. (TYP,)
SIMPSON U US 16 DETAIL (HSUR26-2)
N.T.S.
V V I V Y L I Y I I V I V f l L I I\ f l I V 111 V V J I /l I V J
MAX SPAN 24"O.C.
CONNECTOR SCHEDULE
CEILING JOISTS
MODEL #
FASTENERS
UPLIFT(133)
CAPACITY
SP -1
6-10d 4-10d
585
SP -2
6-1Od 6-10d
890
SP -4
6- l Odx 1
735
MTS12
14- l Odx1
1000
MTS20
14-10dx1
1000
LSTA12
10-10d
755
LSTA24
18-10d
1295
1 STA30
22-10d
167D
LSIA36
26-10d
1715
CEILING -/11.
_ 1 Od
1715
'TA
202 24"o.c. 21'4" max span
1995
I FTA16
_
1I-1Odx1\_(1 Pl r r<)
1365
HFTAlfl
11-1r"] (2-p1Y-fr1jq5)
2x4 AS REQU BY TRUSS
- \
I H90
DESIGN & AS REQ'D IN
HI IS26
14 5-16d
1550
UC
- -
111122
32-ILia sinker±id bolt
5260
ARIJ44
12-16d±id bolt
2200
ARLJ66
12-16cl-Od bolt
?300
A I
18 -166+2 -id bo
HIO
H-Bdxl\ 8-8dx1
90,11
H3
4-8d 4-8d
455
A
x1
MQT22-10d
3655
Q -
14-16d sinkers1785
C - 2
6-]Qd+rdI5465
HGT-3
8-10d+ d bolt
9035
MBHA
18-10d + 1 ATR X8 face&to
3145
M HA H=7
1 -1 + 1 A:TR[xb T P
1885
& 1 ATR X4 FACE
META 18 H=14
9-10d X 1-1 2
1450
ATR is all threaded rod
BUILDING CODE CRITERIA:
FLORIDA BUILDING CODES:
NEW BUILDING CODE:
FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014)
FLORIDA BUILDING CODF-RFSIDF.NTIAL 5TH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014)
ALTERATION LE: VEL X CLASSIFICATION
L'LECT'RiCAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA BUILDING CODE -PLUMBING 511I EDITION (2014)
MECHANICAL CODE:
FLORIDA BUILDING CODE-Iyl1,'CHANICAL 5TH EDITION (2014)
GAS CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TH L'DTTION (20 14)
NFFA 58 LIQUIFIED PETROLEM GASSES LATEST EDI'T'ION
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
LATEST OSITA
ACCESSIBILITY 5TH EDITION (2014)
FIRE CODES:
FLORIDA FIRE PREVENTION CODE STH EDITION (2014)
ENGINEERS NOTES
ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED
HERIN, SHOULD TME OWNER OR CONTRACTOR CHANGE
TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIEW BY
THE BUILDING ENGINEER IS REQUIRED/
MINRvIUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURE'S (ASCE/SEI7-10)
FLORIDA BUILDING CODE DESIGN WIND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGII WIND
REGIONS ICC -600 08 V Tilt = 140 mph, V asd = 108 mph
figure 104 design wind speed (3 wevad gwL t): 110 mph
WIND EXPOSURE CATEGORY = C
RISK CATEGORY = II
ENCLOSURE CLASS1 ICA'1'ION = ENCLOSED
LIVE LOADS:
FLOOR LIVE LOAD = 40 p;l
ROOF LIVE LOAD = 16 PSF
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
BUILDING = UNPROTECTED AND UNSPRINKI,ED
PROPOSED
2X6 RAFTEI
SIMPC
@ EA
1x FASCIA W/ GAL
DR ).P CONT
1E
PROPOSED FRAMING DETAIL
GENERAL. N N__`E
1, CONTRACTOR IS TO ASCERTAIN THAT ALL
CONSTRUCTION SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE BUILDING 'CODES AND LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCW,, DANCE WITH
APPLICABLE LAWS, STATUS, ORDINANCES,
CODES, RULES, AND REGU'L;ATIONS. IF THE
CONTRACTOR OBSERVES T�iAT PORTIONS OF
THE CONSTRUCTION DOCUYNETS ARE AT
VARIANCE THEREWITH, THEA CONTRACTOR
SHALL PROPMPTLY NOTIFY'; °THE DESIGNER IN
WRITING AND THE NECESARY CHANGES SHALL
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
MODIFICATION,
2. DIMESIONS TAKE PRECEDEN1c.E OVER DRAWINGS,
DO NOT SCALE DRAWINGS ;TO DETERMINE ANY
LOCATIONS, IF ANY DISCREPANCIES OCCUR,
NOTIFY THE DESIGNER AT `:ONCE FOR CLARIFICATION,
3, ALL WOOD IN CONTACT WITH MASONRY, CONCRETE
OR STEEL SHALL BE PRESSURE TREATED.
I
4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED
AND/OR INSTALLED IN AC'QORDANCE WITH THE
MANUFACTURER'S PUBLISHE=D SPECIFICATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOW AND
DOOR MASONRY OPENINGS WITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CONSTRUCTION,
6, ALL PLAN DIMENSIONS ARE. FROM FACE OF BLOCK
OR FACE STUD AND ARE NOMINAL UNLESS
OTHERWISE INDICATED.
8. THIS STRUCTURE HAS BEEA DESIGNED TO MEET
OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
2014, 5TH EDITION
9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
WATER PROOFING.
10. ALL LUMBER SHALL BE S`I'P ##2 OR BETTER
N,T,S,
GENERAL NOTES
RIDGE CONT
XIS"rINC WOOD
1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2014). 5TH ED.
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28. DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE
MASONRY ASSOCIATION AND ACI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S OR M.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES AiRI✓ BASED ON LINTEELS HAVING A BEARING OF 8"
(WITH A MINIMUM ACOMYI"ABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) , 5TH ED.
ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C. AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS AT 6" O.G. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d
NAILS AT 12" O.C. AT INTERIOR SUPPORTS,
Sirnps,
M TS12
I-I\UI- U.JLV
DBL. 2X6 HEADER (P.T.)
fl sort Strong -Tie
PROPOSED FRAMING DETAIL
'"'IMON) OR .14 3X3 1/4" (160 SINKER) NAIL
DBL. 2x6 P.T. (TYP,)
SIMPSON U US 16 DETAIL (HSUR26-2)
N.T.S.
V V I V Y L I Y I I V I V f l L I I\ f l I V 111 V V J I /l I V J
MAX SPAN 24"O.C.
RAFTER SPANS
CEILING JOISTS
FLOOR JOISTS
2x6 12"v,c, 14'9" max span
2x4 12"o.c. 9'3" max span
2x12 12"o,c, 23'4" rrlax span
2x6 16"o,c. 13'5° rnax span
2x4 16"o,c. 8'-/" max span
2x12 16"o.c, 20'2" rnax span
2x6 24"o.c. 11'9" max span
2x4 24"o.c. 7'3" max span
2x12 24"o.c. 16'6" rnax span
2x8 12"o.c, 19'6" max span
2x6 12"o.c. 14'9" max span
2x10 12"o.c. 19'11" max span
2x6 16"v.c, 17'9° max span
2x6 16"a.c. 12'11" max span
2x10 16"o,c, 17'3" max span
2x8 24"o.c. 13'2" max span
2x6 24"o.c. 10'6" rnax span
2x10 24"o.c. 14'1" max span
2x10 12"o.c, 24'10° max span
2x8 12"a.c. 19'2" max span
2x10 16"o.c. 22'1" max span
2x8 16"ac. lEi"%" max span
'2X4 DIACONAL BRACE (08)
2x10 24"o.c. 18'1" max ;pan
2x824"o.c. 13'7" rnax span
AT EA, ENO WALL
2x1'2 12"o,c, 26'0" max Span
2x10 12"o.c. 22'9" max Spon
CEILING -/11.
2x12 16"o, a, 26'0" max span
2x10 16"o.c. 19'9" max span
202 24"o.c. 21'4" max span
2x10 24"o.c. 16'1" max upon
NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS
NOTES:
1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING
PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR
REVIEW PRIOR TO FOUNDATION POUR,
2, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP
DRAWINGS WITH A.C.I, 3-15-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT
FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR,
3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX.
AGGT:EGA'rE.
4. REINFORCING S'rEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE
GRADE 40.
5. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2014, 5TH ED. F.B.C.
ROOF LIVE LOAD: 20 P.S.F.
WIND LOADS: IN ACCORDANCE W/ F.B,C. 01 EDITION FOR
140 MPH REGION REFERENCING ASCE-7
INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE
6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
7. LUMBER GRADE SHALL BE:
A. HEADER, COLUMNS, BEAMS #2 S,Y.P.
OVERBUILT FRAMING FB -1500 PSI
B. WALLS, BLOCKING, MISC. #2 SPF
C, SILL PLATES #S. Y. P. P, T,
8. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE.
9, CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99
EXCLUDED ARE FINISHES, NON- STRUCTURAL ITEMS, MISC, PARTS OVERHEAD
DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS.
11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS.
SUBMITTAL NOTES:
1, SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER
AND SIGNED AND 'SEALED SHOP DRAWINGS INCLIDINC CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE
DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION.
2, SHOP DRAWINr S SHALL ' INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
BRACING AS REQUIRED BY SPECIALTY ENGINEER.
TRUSS NOTES:
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN,
PROVIDE SHOP DRAWINGS TO ARCIII rECT FOR APPROVAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL
BEAR THE SEAL OF THE ENGINEER,
2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES,
BEARINGS TRUSS SPACING, PIrCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT.
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR
SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL,
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE,
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION
BRACING. :
4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH
2--16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR
RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED.
5,TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS
PRIOR TO FABRICATION, NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE
RECOMMENDED OR REQUIRED.
6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND RECULATION, AND AS INDICATED ON
DRAWINGS,
WED MEMUER
SHEAfING�
CONTINUOUS LATERAL
BRNTI (CU) LATER UY
TRUS`a DESIGN AND AS
REQ'D. TRUSS FRAMING
PLAN 2X4 W/ 2-16d
NAILS AT EA. TRUSS.
¢b
'2X4 DIACONAL BRACE (08)
AT EA, ENO WALL
CEILING -/11.
& 0 2U'-0" O.C. MAX.
INTERVALS ALONG LATERAL
CONT, UOTTOM BRACE (DB)
BRACE.
2x4 AS REQU BY TRUSS
DESIGN & AS REQ'D IN
TRU55 FRAMM, PLAN
i
,'