8101 Stonebrook Dr 09-100E iCllClvc�
OCT 0 9 2008
q J CITY OF SANFORD PERMIT APPLICATION
Apglir %tion #f�: 0 L L b� Submittal Date: 05
,/N e
Value of Work: S 91Q'7(?
Parcel ID: Zoning: Q Historic District:
Description of Work: jgp Dou, :,m njAfn VGICc(\"( I rPlr)LtI Square Footage: 10t7
Permit Type: Building IT Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential ❑ Commercial ❑
Occupancy Type: Residential ❑ Commercial 113"" Industrial ❑ 2 Occupancy Use Group(s):
Construction Type: # of Stories: 1' # of Dwelling Units: ✓ Flood Zone: (FEMA form required)
....................../.......................................................... .....
1....... ...............................
Property Owner: ttl Mr 1) QCrQe' -�-i f-5 Contractor:
Address: 1 Address: -1�_? e l +(,nG b( (_)i
-!E,SZ 110wrico a .
Phone: E-mail: O Phone: jae �((C) 0(1 State License Number: C F;G�i
Bonding Company: 15"/ a0gv r L , L Mortgage Lender:
Address: 1p_ d7, -c. 8 Address:
Architect/Engineer:
Address: `�Mc_i
Phone: ktrl) 32--1 - 5300
Fax:(L4fJ -7) .3?,y - SC S
Plan Review Contact Person: ! r r Q ` \ L c IC P Phone: -Fax: E -mail:
�1 95(Di0`h�i ♦d- 27 --O's
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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TILE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is ven ii dtion that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
o -� -ofr ,- A��)f)��3 —r7�
Signwu/reofON r /Agent ) Date Signature ofContrannctor /Agent // Date
(✓ GfIW / e/ �� /C f° 7Ec Leier!- U' S . 7_0 0 K'Q
Print Owner /Agent's a Pri ntractor /Age— n(t's�Name
Signature of Notary-State of Florida Date Signature of Notary-State of Florida Date
X 44
Owner /Agent is _ T c2�so'ail VknowiBp vle qr4
Produced ID L �? kilo ;
Cr
LS: ZONING: ENG. �: " `' �•.: B,IlLM
nditions: .f' . �... has ° • !` j
APPROVA
Special Co
Rev 07.07
Personally Known to Me or
UTIL:
FD: Contractor /Agent is
Produced ID
Date: October 14, 2008
Re: Permit 09 -100 Balcony repairs
To: Devlen Engineering, Inc.
Phone: 407.324.5300
Fax: 407.324.5999
Email:
PLAN REVIEW COMMENTS
City of Sanford
Building Division
300 N. Park Ave
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
The following is a list of comments on the above reference project. The
comments need to be addressed before the plans can be approved. Changes to
plans shall be submitted on the same size format as the original submittal and
signed and sealed by the Architect or Engineer.
Dear Sir:
According to the applicant this project is an apartment building. It is a dwelling
unit within an R -2 occupancy not a single family dwelling unit. The appropriate
live load for the balcony is 100 pound per square foot according to the FBC Table
1607.1.
On the drawings please indicate the proper floor live load and design load for the
balcony and revise the structure if required. Refer to FBC Section 1603
Construction Documents and the FBC 106.3.5 Minimum plan review for buildings.
RESUBMITTALS
Please ""cloud" all changes items so we can clearly identify revisions. Please
submit all revised items including building, mechanical, plumbing, electrical and
fire at one time. Track your permit at
https: / /egov. sanfordfl. gov /Click2GovBP /SelectPermit.jsp
If you have questions regarding this plan review, please telephone me.
Michael Christensen
Plans Examiner
Phone: 407.688.5150
Fax: 407.688.5152
Email: ChristensenM@Sanfordfl.gov
Oct 14 08 09:22a , DEVLEN ENGINEERING, Inc,
DEVLEN ENGINEERING, Inc.
Structural Engineering
& Project Management
October 14, 2008
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Michael Christianson
Subject: StoneBrook Apartment Balcony Design.
Dear Mr. Christiinson:
4u t 0/--+o11JV1-7 V.-
3074 West Lake Mary Blvd., Suite 132
Lake Mary, FL 32746
phone (407) 324 -5300
fax (407) 324 -5999
email: prhoads _pe @yahoo.com
Eddie fiorn All Systems Group, Inc (ASG) informed me that you are looking for a letter stating that the reuse
of the existing screen room walls are acceptable.
ASG may reuse the screen room walls as long as the original connecting locations and original connecting
fastener size is reused. New fasteners need to replace any deteriorated fasteners.
Also, there was a concern about the live loading used in design. The design live loading to be used is 60 psf.
This value is read from Table 1607.1 of the Florida Building Code, Item No.5. 60 psf can be used since this
is a balcony on a "one and two family residence only, and not exceeding 100 sq ft." The area of the balcony
is 8 feet by 9 feet.
If you need further assistance please do not hesitate to contact me at 407 324 5300.
Sincerely,
Patrick Rhoads, P.E.
Senior Structural Engineer
FL Reg No. 63419
/ - - Oct'14; 2008 .
pamck Rhoads, PE
F�,'Reglvo:634'9 - -
Oct 14 08 00:22a - DEVLEN ENGINEERING, Inc. -iv I04tiJ.7au r"
Devien Engineering, Inc.
Structural Engineering
& Project Management
C.O.A. #9459
Date:
From:
Attention:
Of.,
Phone:
Fax:
3074 West Lake Mary Blvd
Suite 132
Ph 407 324 5300
Fx 407 324 5999
October 14, 2008
Patrick Rhoads
Michael Christianson
City of Sanford
Building Department
407 688 5150
407 688 5152
Number of pages, including this cover sheet: 2
RE: Sfonebrook Apartment
Instructions: Michael,
Please see attached letter.
If you need anything else, please feel free to contact me.
Patrick Rhoads, PE
FL Reg No. 63419
Senior Structural Engineer
Devlen Engineering, Inc
3074 W. Lake Mary Blvd
Suite 132
Lake Mary, Florida 32746
PH 407 324 5300 x 204
FX 407:324 5999
DEVLEN ENGINEERING, Inc.
Structural Engineering
& Project Management
October 22, 2008
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Michael Christensen
Subject: StoneBrook Apartment Ba4eeny Deck Design.
Dear Mr. Christensen:
3074 West Lake Mary Blvd., Suite 132
Lake Mary, FL 32746
phone (407) 324 -5300
fax (407) 324 -5999
email: prhoads _pe @yahoo.com
Attached find the revised structural drawings for the StoneBrook Apartment project for All Systems Group
(ASG) from Deltona which you currently reviewing.
The drawings have been revised from `balcony' to `deck'. This has been done to correctly describe the
exterior floor that is under permit. It is not an extension of the floor system (definition of `balcony') but
rather `a floor that is supported on at least two sides by an adjacent structure'. The ledger on the structure is
one side and the replaced beam is the other side of support. The deck also has the two side ledgers that are
parallel to the framing.
The loading for a deck per the Florida Building Code, referencing Table 1607. 1, list the live load as the
`same as the occupancy served'. The loading for the occupancy served is 40 psf. This information is noted
on the drawings and is clouded. The live loading for a structure is independent its classification. If this
structure is classified as a multifamily dwelling, the loading for the unit and deck is 40 psf as it would be
view as a `private room'.
If you need further assistance please do not hesitate to contact me at 407 324 5300.
Sincerely,
r±r��
' f � i •may u
� CE
i
Patrick Rhoads, P.E.
Senior Structural Engineer
FL Reg No. 63419
PERMIT #
DATE;
Oct 22, 2008
Patrick Rhoads, PE
FL Reg No. 63419
GENERAL
A STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (2004), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS.
B THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS
BEFORE PROCEEDING WITH THE WORK.
C THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF
CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE WORKMEN. OR OTHER PERSONS DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING,
AFFOLDING, PLANKING, SAFETY NETS, SUPPORT
SHORING FOR EARTH BANKS, FORMS, SC
AND BRACING FOR CRANES AND GIN POLES.
D THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF
ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE
STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT
ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE.
E CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS
OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE
GENERAL- CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS
ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL
BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS.
F PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
QUANTITIES, LENGTHS OR FIT OF MATERIALS.
G THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE STRUCTURAL
ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH OR WEATHER
SHALL BE WATERPROFFED PER THE SPECIFICATIONS.
H SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS
STEEL ITEMS NOT SHOWN HEREON.
1. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH,
ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS.
J FOR ACTUAL ELEVATION OF FIRST FLOOR, SEE CIVIL SITE PLAN.
K SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED
CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING.
NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED
WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED
DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTIONS THEREOF, IS THE
RESPONSIBILITY OF THE CONTRACTOR.
L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN
SPECIFICATIONS, STANDARDS, CODES, AND DRAWINGS.
/ A. DESIGN DATA
1. ROOF LIVE LOADS
20 PSF
2, ROOF DEAD LOAD
SELF
3, FLOOR LIVE LOAD 40 PSF (SAME
SELF
q, FLOOR DEAD LOAD
NOT APPLICABLE
5. STAIR LIVE LOAD NOT APPLICABLE
n 6. ALLOWABLE SOIL PRESSURE 1,500 PSF(PRELIMINARY)
7. WIND LOADS:
STRUCTURE HAS BEEN DESIGNED FOR WIND IN ACCORDANCE WITH
THIS
16 OF THE FLORIDA BUILDING
CODE12004 EDITION. AS FOLLOWS:
CHAPTER
GL
BASIC WIND SPEED:
STANDARD Cl.
!J J U 2 FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES
EXPOSURE CATEGORY:
B
IMPORTANCE FACTOR:
1.0
BUILDING CATEGORY:
OPEN
INTERNAL PRESSURE COEFFICIENT:
NIA
DESIGN WIND PRESSURES (COMPONENTS & CLADDING):
OF INTERIOR ZONE "1"
WALL INTERIOR ZONE "4"
0 TO 19.99 SF NIA CLEAR WIND FLOW
EFF WIND AREA >4.0(a)12 = 121 -1.1
20 TO 49.99 SF NIA
50 TO 99.99 SF NIA OBSTRUCTED WIND FLOOW
EFF WIND AREA >4.0(a)A2= 0.51 -1.1
100 SF &OVER NIA
WALL ED
0 TO 19.99 SF NIA
20 TO 49.99 SF NIA
50 TO 99.99 SF NIA
100 SF & OVER NIA
ROOF ED
CLEAR WIND FLOW
EFF WIND AREA 14.0(a)A2 = 1.21 -1.1
OBSTRUCTED WIND FLOOW
EFF WIND AREA >4.0(a)A2= 0.51 -1.1
ROOF CORNER ZONE "3"
CLEAR WIND FLOW
A2 = 1.21 -1.1
14.0 a
EFF WIND AREA ( )
OBSTRUCTED WIND FLOOW
EFF WIND AREA 14.0(2,)"2= 0.51-1.1
C. PRESERVATIVE - TREATED WOOD:
POLES SUPPORTING PERMANENT
LUMBER,
TIMBER, PLYWOOD, PILE AND
REQUIRED BY FBC SECTION 2304.11 TO BE PRESERVATIVE
STRUCTURES
SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE AWPA
TREATED
C2, C3, C4, C9, C14, C15, C16, C22, C23, C24, C28, C31, C33 AND M4
STANDARD Cl.
!J J U 2 FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES
U) F_ t- = Q - SHALL
CONFORM TO APWA P1IP13. P2, P5, P8, AND P9.
USE. PRESERVATIVES
J 7' J U) 0 a FOR SPECIES, PRODUCT, PRESERVATIVE AND END
lt-
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IDENTIFICATION:
TREATED SHALL BEAR THE
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WOOD REQUIRED TO BE PRESERVATIVE
QUALITY MARK OF AN INSPECTION AGENCY THAT MAINTAINS
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CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE
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QUALITY OF THE PRESERVATIVE TREATED WOOD. INSPECTION
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AGENCIES FOR THE PRESERVATIVE TREATED WOOD SHALL BE
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BY AN ACCREDITATION BODY THAT COMPLIES WITH THE
TREATED
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REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS
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WOOD PROGRAM, OR EQUIVALEN. THE QUALITY MARK SHALL BE
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ON A STAMP OR LABEL AFFIXED TO THE PRESERVATIVE TREATED
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WOOD, AND SHALL INCLUDE THE FOLLOWING INFORMATION:
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1. IDENTIFICATION OF TREATING MANUFACTURER.
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2. TYPE OF PRESERVATIVE USED.
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3. MINIMUM PRESERVATIVE RETENTION (pcf).
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q. END USE FOR WHICH THE PRODUCT IS TREATED
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5. AWPA STANDARD TO WHICH THE PRODUCT WAS
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TREATED.
g. IDENTITY OF ACCREDITED INSPECTION AGENCY.
A. GENERAL
1. LUMBER:
LUMBER USED FOR LOAD SUPPORTING PURPOSES, INCLUDING END - JOINTED OR
EDGE -GLUED LUMBER, MACHINE STRESS RATED OR MACHINE EVALUATED
LUMBER, SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING
OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION
BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. IN LIEU OF A GRADE
MARK ON THE MATERIAL, A CERTIFICATE OF INSPECTION AS TO SPECIES AND
GRADE ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING
THE REQUIREMENTS OF FBC, SECTION 2303.1 IS PERMITTED TO BE ACCEPTED
FOR PRE -CUT, REMANUFACTURED OR ROUGH SAWN LUMBER, AND FOR SIZES
LARGER THAN 3 INCHES NOMINAL THICKNESS.
LUMBER PROPERTIES:
#2 SOUTHERN PINE(SP) #1 D. SOUTHERN PINE(SP)
2x & 4x DIMENSIONAL CUT 6x POST AND BEAMS
Fb = 1.250 Psi (2x6)
Fb = 1,550 psi
F
Fv = 175 psi v = 165 psi
E
E = 1,600,000 psi = 1,600,000 Psi
B. STRUCTURAL ENGINEERED TIMBER:
LL BE MANUFACTURED FROM STRANDS OF SINGLE
WEYERHAEUSER PARALLAM PSL SHA
WOOD SPECIES, OR SPECIES COMBINATIONS, THAT ARE ORIENTED PARALLEL TO THE
LENGTH OF THE MEMBER AND COATED WITHA PHENOL - FORMALDEHYDE ADHESIVE.
THE WOOD SEPCIES OR SPECIES COMBINATIONS AND ADHESIVES USED IN THE
MANUFACTURE OF PARALLAM PSL ARE SPECIFIED IN TEH APPROVED QUALITY
CONTROL MANUAL AND MANUFACTURING STANDARD PREPARED BY WEYERHAEUSER.
D. NAILS AND STAPLES:
NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM: F 1667.
NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A
MINIMUM AVERAGE BENDING YIELD STRENGTH AS FOLLOWS:
SHANK DIA. LARGER THAN 0.177" BUT NOT LARGER THAN 0.254" DIA
= 80 ksi
SHANK DIA. LARGER THAN 0.142" BUT NOT LARGER THAN 0.177" DIA
= 90 ksi
SHANK DIA. 0.142" AND LESS:
= 100 ksi
AS A MINIMUM, FBC TABLE 2304.9.1 "FASTENING SCHEDULE" SHALL BE
FOLLOWED. SEE PLANS FOR SPECIAL FASTENING CONDITIONS.
ALL FASTENERS IN CONTACT WITH PT LUMBER SHALL BE HDG.
ALL SIMPSON PRODUCTS SHALL HAVE -Z -MAX' COATING, UNLESS NOTED OTHERWISE
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Oct 22, 200
Patrick Rhoads, PE
FL Reg. No. 63409
Proj_ No. 08'
DATE : 10/09/0F
DRAWN PAR
CHECK PAR
S -1.0
S -1.1
GENERAL
A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (2004), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS.
B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS
BEFORE PROCEEDING WITH THE WORK.
C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF
CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER PERSONS DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING,
SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT
AND BRACING FOR CRANES AND GIN POLES.
D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF
ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE
STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT
ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE.
E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS
OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE
GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS
ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL
BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS.
F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
QUANTITIES, LENGTHS OR FIT OF MATERIALS.
G. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE STRUCTURAL
ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH OR WEATHER
SHALL BE WATERPROFFED PER THE SPECIFICATIONS.
H. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS
STEEL ITEMS NOT SHOWN HEREON.
I. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH,
ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS.
J. FOR ACTUAL ELEVATION OF FIRST FLOOR, SEE CIVIL SITE PLAN.
K. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED
CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING,
NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED
WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED
DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTIONS THEREOF, IS THE
RESPONSIBILITY OF THE CONTRACTOR.
L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN
SPECIFICATIONS, STANDARDS, CODES, AND DRAWINGS.
DE-64N
A. DESIGN DATA
1.
ROOF LIVE LOADS
2.
ROOF DEAD LOAD
3.
FLOOR LIVE LOAD
4.
FLOOR DEAD LOAD
5.
STAIR LIVE LOAD
6. ALLOWABLE SOIL PRESSURE
20 PSF
SELF
40 PSF (SAME AS OCCUPANCY SERVED)
SELF
NOT APPLICABLE
NOT APPLICABLE
1,500 PSF(PRELIMINARY)
V
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7. WIND LOADS: C. PRESERVATIVE - TREATED WOOD: ' ^^ Q 14 z
THIS STRUCTURE HAS BEEN DESIGNED FOR WIND IN ACCORDANCE WITH LUMBER, TIMBER. PLYWOOD, PILE AND POLES SUPPORTING PERMANENT
CHAPTER 16 OF THE FLORIDA BUILDING CODE, 2004 EDITION, AS FOLLOWS: rn F O
STRUCTURES REQUIRED BY FBC SECTION 2304.11 TO BE PRESERVATIVE ` Ll ¢
BASIC WIND SPEED: 120 MPH (3- SECOND GUST) U
TREATED SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE AWPA W Z
A
EXPOSURE CATEGORY: B STANDARD Cl, C2, C3, C4, C9, C14. C15, C16, C22, C23, C24, C28, C31, C33 AND M4 1 1 , Im c o o� w
IMPORTANCE FACTOR: W �, N o a'I W
1.0 FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES � n� ri m vi a
BUILDING CATEGORY: OPEN SHALL CONFORM TO APWA P1 /P13, P2, P5, PB, AND P9. ' N w >
< c4
INTERNAL PRESSURE COEFFICIENT: NIA FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES
DESIGN WIND PRESSURES (COMPONENTS 8 CLADDING): a. IDENTIFICATION: / w W a ¢ V R 3
WALL INTERIOR ZONE '4' ROOF INTERIOR ZONE "1" WOOD REQUIRED TO BE PRESERVATIVE TREATED SHALL BEAR THE �Jv Z 3 W z :j
QUALITY MARK OF AN INSPECTION AGENCY THAT MAINTAINS ` O %�
0 TO 19.99 SF N/A CLEAR WIND FLOW o 4 x w
20 TO 49.99 SF N/A CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE Lj Z -a n. w w 3
EFF WIND AREA >4.0(a) ^2 = 1.2/ -1.1 W
50 TO 99.99 SF N/A OBSTRUCTED WIND FLOOW QUALITY OF THE PRESERVATIVE TREATED WOOD. INSPECTION �j J
100 SF & OVER N/A AGENCIES FOR THE PRESERVATIVE TREATED WOOD SHALL BE `, .. <
EFF WIND AREA >4.0(a) ^2= 0.5/ -1.1 W
BY AN ACCREDITATION BODY THAT COMPLIES WITH THE 0
WALL EDGE ZONE "5" ROOF EDGE ZONE'2" REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS TREATED H
0 TO 19.99 SF N/A WOOD PROGRAM, OR EQUIVALEN. THE QUALITY MARK SHALL BE Z)
CLEAR WIND FLOW 1 1 ,
20 TO 49.99 SF N/A EFF WIND AREA >4.0(a) ^2 = 1.2/ -1.1 ON A STAMP OR LABEL AFFIXED TO THE PRESERVATIVE TREATED W
50 TO 99.99 SF N/A OBSTRUCTED WIND FLOOW WOOD, AND SHALL INCLUDE THE FOLLOWING INFORMATION: O U)
100 SF & OVER N/A EFF WIND AREA >4.0(a) ^2 = 0.5/ -1.1 1. IDENTIFICATION OF TREATING MANUFACTURER.
2. TYPE OF PRESERVATIVE USED.
ROOF CORNER ZONE "3" 3. MINIMUM PRESERVATIVE RETENTION (pct).
CLEAR WIND FLOW 4. END USE FOR WHICH THE PRODUCT IS TREATED
EFF WIND AREA >4.0(a) ^2 = 1.21-1.1 5. AWPA STANDARD TO WHICH THE PRODUCT WAS C
OBSTRUCTED WIND FLOOW TREATED. U)
WIND AREA >4.0(a) 12 = 0.51-1.1 6. IDENTITY OF ACCREDITED INSPECTION AGENCY. W
D. NAILS AND STAPLES:
WOOD
FRAMING NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM: F 1667. O ---
NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A 7
A. GENERAL MINIMUM AVERAGE BENDING YIELD STRENGTH AS FOLLOWS: L <1 �µL
1. LUMBER: SHANK DIA. LARGER THAN 0.177" BUT NOT LARGER THAN 0.254" DIA J
LUMBER USED FOR LOAD SUPPORTING PURPOSES, INCLUDING END-JOINTED OR = 80 ksi ^<
EDGE -GLUED LUMBER, MACHINE STRESS RATED OR MACHINE EVALUATED SHANK DIA. LARGER THAN 0.142" BUT NOT LARGER THAN 0.177" DIA:
LUMBER, SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING = 90 ksi ® dull Il�fxx
OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION SHANK DIA. 0.142" AND LESS: Z ui
BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. IN LIEU OF A GRADE = 100 ksi
MARK ON THE MATERIAL, A CERTIFICATE OF INSPECTION AS TO SPECIES AND AS A MINIMUM, FBC TABLE 2304.9.1 "FASTENING SCHEDULE" SHALL BE W^ , "ry "� pp
GRADE ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING FOLLOWED. SEE PLANS FOR SPECIAL FASTENING CONDITIONS. ( • , l�1JILVY 1'LIL
THE REQUIREMENTS OF FBC, SECTION 2303.1 IS PERMITTED TO BE ACCEPTED V
FOR PRE -CUT, REMANUFACTURED OR ROUGH SAWN LUMBER, AND FOR SIZES ALL FASTENERS IN CONTACT WITH PT LUMBER SHALL BE HDG.
LARGER THAN 3 INCHES NOMINAL THICKNESS. ALL SIMPSON PRODUCTS SHALL HAVE 7-MAX' COATING, UNLESS NOTED OTHERWISE
LUMBER PROPERTIES: (`
#2 SOUTHERN PINE(SP) #1 D. SOUTHERN PINE(SP)
2x & 4x DIMENSIONAL CUT 6x POST AND BEAMS M�
Fb = 1,250 psi (2x6) Fb = 1,550 si �' `A
P �y
Fv = 175 psi. Fv = 165 psi u , ; 1^ 7-v-a W' glut+, i r .
E = 1,600,000 psi E = 1,600,000 psi °lN^
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B. STRUCTURAL ENGINEERED TIMBER:
WEYERHAEUSER PARALLAM PSL SHALL BE MANUFACTURED FROM STRANDS OF SINGLE Oct 22, 2008
WOOD SPECIES, OR SPECIES COMBINATIONS, THAT ARE ORIENTED PARALLEL TO THE - Patrick Rnuads, PE
LENGTH OF THE MEMBER AND COATED WITHA PHENOL - FORMALDEHYDE ADHESIVE. FL Reg. No. 6 ;499
THE WOOD SEPCIES OR SPECIES COMBINATIONS AND ADHESIVES USED IN THE 7�fjl.
MANUFACTURE OF PARALLAM PSL ARE SPECIFIED IN TEH APPROVED QUALITY OFFICE Proj. No. 08 -156
CONTROL MANUAL AND MANUFACTURING STANDARD PREPARED BY WEYERHAEUSER.
® DATE : 10/09/08
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GENERAL v
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A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA 7. WIND LOADS: Q
BUILDING CODE (2004), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. C. PRESERVATIVE - TREATED WOOD: / ww z
THIS STRUCTURE HAS BEEN DESIGNED FOR WIND IN ACCORDANCE WITH LUMBER, TIMBER, PLYWOOD, PILE AND POLES SUPPORTING PERMANENT v U
B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CHAPTER 16 OF THE FLORIDA BUILDING CODE, 2004 EDITION, AS FOLLOWS: Z :D �-
STRUCTURES REQUIRED BY FBC SECTION 2304.11 TO BE PRESERVATIVE O
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BASIC WIND SPEED: 120 MPH (3- SECOND GUST) Gl U
TREATED SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE AWPA W t7
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS EXPOSURE CATEGORY: B STANDARD Cl, C2, C3, C4, C9, C74, C15, C16, C22, C23, C24, C28, C31, C33 AND M4 I 1 1 1 v o W W
BEFORE PROCEEDING WITH THE WORK. IMPORTANCE FACTOR: 1.0 W N C° C' W �
FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES 1 , . C' CN M I a
BUILDING CATEGORY: OPEN W
C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENTTHE SHALL CONFORM TO APWA P1/P13, P2, P5, P8, AND P9. (r, N W
INTERNAL PRESSURE COEFFICIENT: N/A �J .a
COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES Z \` o o W O
CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE DESIGN WIND PRESSURES (COMPONENTS & CLADDING): a. IDENTIFICATION: W a Q V v 3
. O
ALL MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER PERSONS DURING WALL INTERIOR ZONE "4" ROOF INTERIOR ZONE "1" WOOD REQUIRED TO BE PRESERVATIVE TREATED SHALL BEAR THE Lu 3 W Z
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING, 0 TO 19.99 SF N/A CLEAR WIND FLOW QUALITY MARK OF AN INSPECTION AGENCY THAT MAINTAINS AwAft - x O
SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY X
0 4 .: Q W
NETS, SUPPORT 20 TO 49.99 SF N/A EFF WIND AREA >4.0(a) "2 = 1.2/ -1.1 CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE Lu Z
50 TO 99.99 SF N/A QUALITY OF THE PRESERVATIVE TREATED WOOD. INSPECTION Lu
AND BRACING FOR CRANES AND GIN POLES. OBSTRUCTED WIND FLOOW
100 SF &OVER N/A J
EFF WIND AREA >4.0(a) "2 = 0.5/ -1.1 AGENCIES FOR THE PRESERVATIVE TREATED WOOD SHALL BE Q
D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF
ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE
BY AN ACCREDITATION BODY THAT COMPLIES WITH THE UJI :D
WALL EDGE ZONE "5" ROOF EDGE ZONE"?" REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS TREATED F_
STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL 0 TO 19.99 SF N/A WOOD PROGRAM, OR EQUIVALEN. THE QUALITY MARK SHALL BE � .
CLEAR WIND FLOW
WIMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT 20 TO 49.99 SF N/A EFF WIND AREA >4.0(a) "2= 1.2/ -1.1 ON A STAMP OR LABEL AFFIXED TO THE PRESERVATIVE TREATED
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ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. 50 TO 99.99 SF N/A OBSTRUCTED WIND FLOOW WOOD, AND SHALL INCLUDE THE FOLLOWING INFORMATION: O
E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS 100 SF & OVER N/A EFF WIND AREA >4.0(a) "2 = 0.5/ -1.1 1. IDENTIFICATION OF TREATING MANUFACTURER.
OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE 2. TYPE OF PRESERVATIVE USED.
GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS ROOF CORNER ZONE "3" 3. MINIMUM PRESERVATIVE RETENTION (pct).
ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL CLEAR WIND FLOW 4. END USE FOR WHICH THE PRODUCT IS TREATED
BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. EFF WIND AREA >4.0(a) "2 = 1.21-1.1 5. AWPA STANDARD TO WHICH THE PRODUCT WAS
OBSTRUCTED WIND FLOOW TREATED.
F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
QUANTITIES, LENGTHS OR FIT OF MATERIALS.
EFF WIND AREA >4.0(a) 42 = 0.5/ -1.1 6. IDENTITY OF ACCREDITED INSPECTION AGENCY. W
D. NAILS AND STAPLES:
G. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE STRUCTURAL WOOD FRAMING NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM: F 1667. 0
ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH OR WEATHER �J NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A 7
SHALL BE WATERPROFFED PER THE SPECIFICATIONS. A. GENERAL MINIMUM AVERAGE BENDING YIELD STRENGTH AS FOLLOWS: L < <I
H. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS 1. LUMBER: SHANK DIA. LARGER THAN 0.177" BUT NOT LARGER THAN 0.254 "DIA
STEEL ITEMS NOT SHOWN HEREON. LUMBER USED FOR LOAD SUPPORTING PURPOSES, INCLUDING END - JOINTED OR = 8D ksi < . < C�T <1j
COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH,
EDGE -GLUED LUMBER, MACHINE STRESS RATED OR MACHINE EVALUATED SHANK DIA. LARGER THAN 0.142" BUT NOT LARGER THAN 0.177" DIA � ��
I. in
LUMBER, SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING = 90 ksi
ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. ® _ LL� _
OR INSPECTION AGENCY THAT HAS BEEN APPROVED O'r AN ACCREDITATION SHANK DIA. 0.142" AND LESS: W Im�11W.11110.
J. FOR ACTUAL ELEVATION OF FIRST FLOOR, SEE CIVIL SITE PLAN. BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. IN LIEU OF A GRADE = 100 ksi z
MARK ON THE MATERIAL, A CERTIFICATE OF INSPECTION AS TO SPECIES AND AS A MINIMUM, FBC TABLE 2304.9.1 "FASTENING SCHEDULE" SHALL BE W
K. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED FOLLOWED. SEE PLANS FOR SPECIAL FASTENING CONDITIONS. i I�
GRADE ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING v
CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING,
THE REQUIREMENTS OF FBC, SECTION 2303.7 IS PERMITTED TO BE ACCEPTED
NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED ALL FASTENERS IN CONTACT WITH PT LUMBER SHALL B
FOR PRE -CUT, REMANUFACTURED OR ROUGH SAWN LUMBER, AND FOR SIZES
WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED LARGER THAN 3 INCHES NOMINAL THICKNESS. ALL SIMPSON PRODUCTS SHALL HAVE'Z -M ATING, UNLESS NOTED OTHERWISE ® II
DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTIONS THEREOF, IS THE LUMBER PROPERTIES:
RESPONSIBILITY OF THE CONTRACTOR.
`lGl ❑ ffi �l is- -911N
L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN #2 SOUTHERN PINE(SP) #1 D. SOUTHERN PINE(SP)
SPECIFICATIONS, STANDARDS, CODES, AND DRAWINGS. 2x & 4x DIMENSIONAL CUT 6x POST AND BEAMS
Fb = 1,250 psi (2x6) Fb = 1,550 psi /
Fv = 175 psi Fv = 165 psi
E = 1,600,000 psi E �
A. DESIGN DATA = 1.600,000 psi
1. ROOF LIVE LOADS
B. STRUCTURAL ENGINEERED TIMBER:
20 PSF
WEYERHAEUSER PARALLAM PSL SHALL BE MANUFACTURED FROM STRANDS OF SINGLE
2. ROOF DEAD LOAD WOOD SPECIES, OR SPECIES COMBINATIONS, THAT ARE ORIENTED PARALLELTO THE OCt'09, 2008
SELF, Patrick Rhoads, Pc
LENGTH OF THE MEMBER AND COATED WITHA PHENOL - FORMALDEHYDE ADHESIVE. , FL Rag. NC,. 62419
3. FLOOR LIVE LOAD NOT APPLICABLE THE WOOD SEPCIES OR SPECIES COMBINATIONS AND ADHESIVES USED IN THE
4. FLOOR DEAD LOAD SELF MANUFACTURE OF PARALLAM PSL ARE SPECIFIED IN TEH APPROVED QUALITY 1'� I✓/ P r j. ;v 08-156
CONTROL MANUAL AND MANUFACTURING STANDARD PREPARED BY WEYERHAEUSER.
5. STAIR LIVE LOAD NOT APPLICABLE � D E 10/09/08
NOT APPLICABLE \
6. ALLOWABLE SOIL PRESSURE 1,500 PSF(PRELIMINARY)
AWN PAR
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