1951 Beach Ave 17-RAAR-3672 interior remodel permit CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXr DAY INSPECTION: 247-5814
JOB INFORMATION:
3ob ID: 17-RAAR-3672
Job Type: RESIDENTIAL ALTERATION
Description: INTERIOR REMODEL- NON STRUCTURAL
Estimated Value: $450,000.00
Issue Date: 4/2612017
Expiration Date: 10/23/2017
PROPERTY ADDRESS:
Address: 1951 BEACH AVE
RE Number; 169695-0000
PROPERTY OWNER:
Name: FLEMING, MATTHEW DAVIS
Address: 1951 BEACH AVE
GENERAL CONTRACTOR INFORMATION:
Name: COMMERCIAL CONSTRUCTION GROUP
COMMERCIAL CONSTRUCTION ROBERT FROHWEIN,
CBCO22208
Address: 1415 ATLANTICT BLVD C4
Phone: 904-249-4401
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $765.00
BUILDING PERMIT FEE $1,530.00
STATE DBPR SURCHARGE $22.95
STATE DCA SURCHARGE $22.95
Total Payments: $2,340.90
PERMIT IS "PROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
City of Atlantic Beach APPLICATION NUMBER
-1 Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445 17- R�)Rp -�3�72!
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@mab.us Date muted: 4 /4 /17-
City web-site: http://�.Mab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 19sl E)EA(��tA P�v [Deeagig ant lerwrequired I Yes No
Applicant: L 0/V�,An\F-1ZCLiPtL-
reeA nu isrilor
Project: I
y
Fire=Sewi�s
Review fee $-_ Dept Signature
Other Agency Review or Permit Required Review cVw—R pt
of Permit 'r ece Date
,fied 13Y
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
mn-y Corps of Engineers
Division of Hotels and Restau—mnts
Division of Alcoholic Beverages and Tobacco
-61ther.
APPLICATION STATUS
Reviewing Department First Review: pproved. ElDenied.
(Circle one.) Comments: �4
BUILDING Ft- K-k tA 0
PLANNING &ZONING Reviewed by:_ =K Date:42-1�% l
TREEADMIN. Second Review: E]Approved as revised. F]Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date
FIRE SERVICES Third Review: [:]Approved as revised, ElDenied.
Comments:
Reviewed by: Date
R.1sed 05114109
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office(904)247-5826 Fax(904)247-5845 17- RoAR-3(o72:
Job Address: 1951 Beach Ave.,Atlantic Beach,FL 32233
Legal Description Lot 57 N Atlantic Bch Unit 2 as recorded in Plat Book 15, Pg 57 of the Public Records of
Duval County,FL,Offici�l Records 4 16531-00914 Parcel # 169695-0000
Floor Area or Sqlt. S 1A _
Valuation of Work$ 450,000 Proposed Work heated/cooled 3479 non-heate%/cooled 408
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existinglproposed structure(s)(circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed? (Circle one):--7e—s---No N /A
Florida Product ASproval 4 N/A
For multiple pro nets use_pr_od_u_ct_app—ro--aTl5Fm
Describe in detail the type of work to be performed: Interior renovations,construct non structural interior partition
walls, mechanical, electrical and Plumbing work
Property Owner Information:
Name: Matthew Davis�FleminAddress: 1025 Beach Ave.. Atlantic Beach, FL 32233 APR - 4 2017
City Atlantic Beach State FL—Zip 32233 Phone 904 631-5698
E-Mail or Fax it(Optional)
Contractor Information:
Company Name: Commercial Construction Group, Inc. Qualifying Agent: Robert Frohwein
Address:1415 Atlantic Blvd.,Suite 3 City Neptune Beach State FL Zip 32266
OfficePhone 904249-4401 Job Site/Contact Number 904635-7118 Fax#__204 249-4104
State Certification/Registration# CBC 022208
Architect Name& Phone 4 Staff Sanford Design 904 206-1937
Engineer's Name& Phone#Baker Klein Engineering 904 356-8520
Fee Simple Title Holder Name and Address Davis Fleming, 1025 Beach Ave., Atlantic Beach, FL 32233
Bonding Company Name and Address N/A
Mortgage Lender Name and Address_JP Morgan Chase Bank
Application is hereby, ad,to obtain a permit to do the work and installations as indicated. I certify that no work a,installation has commencroprior to the
i,....a,,of.permit and that all work will he performed to meet the standards ofall laws regralating,me,tra,fion in thisjurisdiction. This permit becomes null
and roul htwork is not commenced within six(6)months, or ifconarection or no,k"sa;pended or abandarredfor aAriod ofsaih)months at any time after
worAiscommenced, lmdersiondfhalsep�aie�rmitsm�ibesecuredforElectrica " c
Tanks andAir Conditions^,ste. olkPleuribiergSigns, elkPouals, smasce� lloileiaffoaten,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
plication and know the same to be crue and correct. Allprovi �fl ad
type olwork will he complied with whether sreii7d herein or nor The graining of a permit does onuprestaniumg,
to _,,,awsa.,,,�rt1mmcrs governing th
violate a, .,I
a, o a
provisions of any otherfederal,state, or local aw regulating construction or the perjormame,at'consm
Signature of Owner JV1
Signature of Contractor
Print Name Matthew Davis Flernine PrintNamc RobenFrohwein
...................................................................I...........................................................
-..................................... ........................................................................-
S subscribed before me Swom nd subscri
i a of February 2017 this3
once
1111"ftk-11112119 or FIWJ
ublic NO ta
or
Jl Notary Public-State Of Florld CM No im is PF 165747
Commission is PF 239295
My Comm.Expires Jun 9j 2019
floardedthrough National Namoksin.
Doc # 2017077650, OR BK 17934 Page 1549, Number Pages: 1, Recorcled
04/04/2017 at 04:32 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
Some of Florida I Tast Folio No. 169695-0000
County of , DZk
To Who.It May Letc
The undersigned hereby informs you that improvements will be made to certain red property,and in accordance with Section 713 of
the Florida Sam=.the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description ofproperty being Improved:—Lot 57, N Atlantic Bch, Unit 2,as recorded in Plat Book 15. Pg 57 of the
Public Records'of Di val County, FL, Official Records ft 16531-00914 Parosl#169695-0000
Address of property b I
eing Improved: 1951 Such Ave.,Atlantic Beach.Fl,32233
General description ofimprovemems: Interior renovation
Owner: Address: I Q21 Beach Ayt.Atlantic Beach.Fl, 32233
Owner's interest in she of the improvement:
Fee Simple Titleholder(Ifoth"an owner):
Name:
Cant ctDr:—Com I memi.1 Construction Group,Inc-
Ad,ken: 1415 Atlantic Blvd.,Nemune Beach,Fl,32266
Teleph:
oneNo.: 904249-4401 FaxNo: 904249-4104
Surety(ifany) NIA
Address: Amount ofBond S
Teleplume No: Fact No:
Name and address ofany person making a loan for the construction ofthe improvements
Name,
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: No..:
Address:
Telephone a. Fast No:
hionj
a f.
In addition to , owner designates the following poster, to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Addrq s:
Teleph I one No: Fu No:
Expiration data of Notice of Commencement(the expiration data is one(1)year from the date of recording unless a d ifferent date is
specified):
THIS SPACE FOR ECORDER'S USE ONLY OWNER
Signed, Des:
ju,roe Me this i -f day of I-VVF-1—Y d, in the County qrDuv
OrFlonda.he personally Wasacd P 7;6-Fm-rjG "IT
Notery Pu lic at L e,Stau,k1 71.1jdjCo.n T-�.-
I... pim, C, Aorouval. 1, —
34
nail I .-?!
Pro dl do.: 1�— V� 6-4
is
ICC EVALUATION Most Widely Accepted and Trusted
SERVICE
ICC-ES Report ESR-1655
ICC-ES 1 (800)423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 04/2016
This report is subject to renewal 04/2018.
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
SECTION: 07 21 00—THERMAL INSULATION
REPORT HOLDER:
COVESTRO, LLC
2400 SPRING STUEBNER ROAD
SPRING,TEXAS 77389
EVALUATION SUBJECT:
BAYSEAL TM OPEN CELL SPRAY-APPLIED POLYURETHANE INSULATIONS
C
ICC 1CC ICC C
CQ":--� Is
LISTM
Look for the trusted marks of Conformity!
"2014 Recipient of Prestigious Western States Seismic Policy Council
(WSSPQ Award in Excellence" A Subs,d,a,y of INTERMTOW
CONCOUNCIC
IC( ES I�,luwi,m llep,,ts are nor to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed ax,am endorsement if the subject of the report .1 11
recommendalronfor its me. There is no warranty by ICC Evaluation Se"Ice, LLC, express or implied, a�
to anyfinding or other matter in this report, or as to anyproducl covered by the report. Al
Copyright 0 2016 ICC Evaluation Service,U-C. All rights reserved.
I
9___` ICC EVALUATION
74l
t:�? SERVICE Most Widely Accepted and Trusted
[CC-ES Evaluation Report ESR-1665
Reissued April 2016
Revised August 2016
This report is subject to renewal Aptil 2018.
wivill orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councils
DIVISION:07 00 00—THERMAL AND MOISTURE Section 4.5 for use in Type 1, 11, 111 and IV construction.The
PROTECTION insulation is for use in wall cavities, floor assemblies,
Section:07 21 OD.—Thermal Insulation calling assemblies or attics and crawl spaces when
installed in accordance with Section 4.3. The insulation
REPORT HOLDER: may be used in wall assemblies in fim-resisfive-rated-
construction as described in Sections 3.11 and 4.4.
COVESTRO,LLC Bayseal" OCX insulation is used as a nonstructural
2400 SPRING STUEBNER ROAD thermal insulating material in buildings of Type V-B (18C)
SPRING,TEXAS 77389
(281)350-9000 construction and in chieellings built under the IRC. The
wivw.politurethanes.covestro.com insulation is for use in wall cavities and flwr assemblies,
ceiling assemblies, and in attics and crawl spews when
EVALUATION SUBJECT: installed in accordance with Section 4.3.
3.0 DESCRIPTION
BAYSEAL"OPEN CELL SPRAY-APPLIED 3.1 General:
POLYURETHANE INSULATIONS Bal OC, with a nominal density of 0.5 pof
1.0 EVALUATION SCOPE (8 kg/l and Baysealo OCX, with a nominal density of
1.1 Compliance with the following codes: 0.6 pcf(10 pelf/l are spray-applied cellular polyurethame
foam plastic insulations that are installed in stud wall
0 2015.2012 and 2009 International Building Coal(IBC) assemblies wilings, floors, crawlsipaces and cavifies of
Is 2015, 2012 and 2009 International Residential Codes roofs. The foam plastic insulation is a two-component,
(IRC) open-cell, water blown, one-to one by volume spray foam
system. The insulation is produced in the field by
0 2015,2012 and 2009 International Energy Conservation combining a polymeric isocyanate (A component) with a
Cocill polymeric real blend IS component). The insulation
0 Other Codes(see Section 8.0) components have a shelf life of six months when stored at
temperatures between 65-F(18-C)and 85-F(29-C)before
Properties evaluated: installation.
• Surface-burning characteristics The attributes of the insulation haw been verified as
• Physical properties conforming to the provisions of ICC 700-2008 Section
703.2.1.1.1(c) as an air impermeable insulation. Note that
• Thermal resistance decisions on compliance for those areas rest with the user
• Attic and crawl space applicabons of this report The user is advised of the prolect�lpigcific
provisions that may be contingent upon meeting specific
• Fire-resistance-rated construction conditions, and the verification of those conditions is
• Exterior walls in Types I through IV construction outside the scope of this report. These codes or standards
often provide supplemental information as guidance
• Air permeability 3.2 Surface-burning Characteristics:
1.2 Evaluation to the following green standard: Bayseal" OC, at a maximum thickness of 4 inches
01 2008 ICC;700 National Green Building Stencil (ICC (102 mm)and a nominal density of 0.5 pcf(8 kglm'), and
700-2008) Bayseal" OCX, at a maximum thickness of 4 inches
Attributes verified: (102 ni and a nominal density of 0.6 pot(10 kg/M3)hl
a flame spread index of less than 25 and a smoke-
9 See Section 3.1 developed index of less than 450 when tested in
2.0 USES accordance with ASTM E84/UL 723. The thickness is not
limited when the insulation is separated from the interior of
The Baysealo OC insulation is used as a nonstructural the building by a minimum 'iinch-thick(12.7 mal gypsum
thermal insulating material in Type 1, 11, 111, IV and V board or an equiwlent thermal barrier complying with and
construction (IBC) and dwellings under the IRC. See installed in accordance with the applicable code.
ICC-�E�Iwee,n�,wo a,he eoeaaeed�m�eg�dee� d,—ah,.be—e—'
a,,e'-a_�aeef.—Terre,, 11C.,Ph�d
'fi",,,roehrreea1atha men,arm 0 rp�/o M,
C.,n,ht02016ICCE.lua1J.Ser4..LLC Alldhts.e.rwal Page 1 of 6
ESR-1655 I Most Widely Accepted and Tiusted Page 2 of 6
3.3 Theme[Resistance(R-valu"): installed in accordance with the manufacturer's published
The insulation has theme[resistance(R-value) at a mean installation instructions and this report. A copy of the
temperature of 75-F(24-C),as shown in Table instructions must be available at all times on the jobsile
3.4 Air Permeability: during installation.
Bai OC and Bayseal" OCX spray-applied foam The substrates to which the insulation is applied must be
clean, dry and free of treat, ce, loose debris, or
insulation, at a minimum thickness of 3.5 inches (89 mm), contaminates that will interfere wfth adhesion of the spray
is considered air-impermeable insulation in accordance foam i.nsulation.
with 2015 and 2012 IRC Section R806.5 (2009 IRC
Section R806.4) and 2015 IBC Section 1203.3 based on The insulation must be protected from the weatheriduring
testing in accordance with ASTM E283. and after application. The insulation must not be applied in
3.6 Baysealo IC Coating: electrical boxes.
Bayseale IC inturriescant mating is manufactured by The insulation is applied in passes having a maximum
Covestro and is a water-based latex coating with a specific thickness of 6 inches (152 mm) per pass. Multiple passes
gravity of 1.31. Bayseale C is supplied in 5-gallon (19 L) are made to obtain the desired thickness which is not to
palls and 55-gallon (208 L) drums and has a shelf life of exceed 12 inches (305 mm)for wall cavities and 16 inches
12 months when stored in a factory-sealed container at (406 mm) for ceiling cavities. The insulation must not be
temperatures between 50-F(10-C)and 1GO-F(38-C). used in areas that haw a maximum service temperature
3.6 Paint to Protects DC315 Fireproof Paint: greater then 180-F (82-C). The foam plastic insulation
must not be used in electricsid outlet or junction boxes or in
Paint to Protecte DC 315 Fireproof Paint (ESR-3703) is contact wth min,water or soil.The substrate must be fies
manufactured by International Fireproof Technology, Inc., of moisture,frost or ica,loose scales, rust,oil and grease.
and is a water-based coating supplied in 5-gallon (19 Q 4.2 Thermal Barrier.
pails and 55-gallon (208 L) drums. The coating material
has a shelf life of 24 months when stored in factory-sealed 4.2.1 Application with a Prescriptive Thermal Barrier.
comminers at temperatures between 50OF(100C) and 90OF The Bayseale OC and Bayseal'OCX msulafions must be
(32-C). separated from the interior of the building by an approved
3.7 TPR2 Fireshi Bli and TPR' Fireshell" TB thermal barrier of '/�lnch-thiclk (12.7 mm) gypsum
Intumescend Coatings: wallboard or an equivalent 15-minute thermal barrier
2 complying with and installed in accordance with the
TPR Fireshello BMS-TC and TPR2 rimshell"' T13 applicable code.When the insulation is separated from the
Intumescent Coatings are one-coinponent, water-based intenor of the building by an approved thermal barner of
polymer coatings. The coatings am supplied in 5-gallon '12-inCh-thick(12.7 mm)gypsum wallboard or an equivalent
(19 L) pails and 55-gallon(208 L) drums and have a shelf thermal barrier, the thickness is not limited. Exception:
life of one year when stored in a factory-sealed container within an attic or crawl space, installation must be in
at temperatures of5O-F(10-C)or above. accordance wth Section 4.3.
3.8 TPR2 Fireshell" Bli and TPR' Fireshelle IB4 4.2.2 Application without a Prescriptive Thermal
Inturriescend Coatings: Barrier:
TPR' Fireshelle BMS-IC and TPR' Fireshell" IB4 4.2.2.1 Application with Paint to Protect! DC-315
Intumescent Coatings am one- component, water-based intumescent Coating:The prescriptive 15-minute thermal
polymer coatings. The coatings am supplied in 5-gallon harner may be omitted when installation is in accordance
(19 Q pails and 55�gallon (208 L)drums and have a shelf with this section. The insulation and coating may be spray-
life of one year when stored in a factory-sealed container applied to the interior facing of wells, the undemide of roof
at temperatures of 50*F(10'C)or show. sheathing or roof rafters, and in crawl spaces, may be left
3.9 NO-BURNO Plus XD Intumescent Coating: exposed as an interior finish without a prescribed
NO-BURN9 Plus XD irmmescent mating is a latex-based 15-niinute thermal barrier or prescribed ignition barner.
mating manufactured by NO-BURNO, Inc. The mating is The Bayseal" OC insulation and mating may be sprai
supplied in 1-gallon (4L) and 5-gallon (19 L) pails and applied to the interior facing of wage the underside of roof
55-gallon (208 L)drums. The mating material has a shelf sheathing or roof rafters, and in crawl spews, and may be
life of 36 months when stored in factDry-sealed contairiers left exposed as an interior finish without a prescribed
at temperatures between 407(4.4'C)and 90'F(3Z2'C) 15-minute thermal barrier or prescribed ignition thamer.
3.10 Flame Seal 113 Coating: The thickness of the foam plastic applied to the underside
of the roof sheathing must not exceed 11'12 inches (292
Flame Seal IS inturnescent mating is a water-based latex mmi The thickness of the foam plastic applied to vertical
mating manufactured by Flame Seal Products, Inc. The wall surfaces must not exceed 10 inches (254 mm). The
mating is supplied in"allon(4L)and 5-gallon(19 L)pails foam plastic must be covered on all surfaces with DC 315
and 55-gallon (208 L) drums. The mating material has a Fireproof Paint at a minimum wet film thickness of
shelf life of 6 months when stored in factory-sealed 22 wet mils(0.66 mm)[14 dry mils(0.36 mni at a rate of
containers at temperatures between 50*F(10'C)and 80*F 1.37 gallons (5.2L) per 100 square feet (9.2 m'). The
(27.2-C). coating must be applied over the Bayseale OC insulation in
3.11 Fire-resistance-ralled Construction: accordance wth the coating manufactureire instructions
Bayseal@ OC spray-applied foam insulation is recognized and this report. Surfaces to be mated must be dry, clean
for use in a limited load-bearing, one-hour, fim-resistance- and free of dirt, loose debris and other substances that
rated wall assembly when installed as described in Section could interfere with adhesion of the mating. The mating is
4.4. applied in one met by aidess spray equipment at ambient
temperatures above 50-F (10-C) and relative humidity of
4.0 INSTALLATION less than 70 percent.
4.1 General: 4.2.2.2 Application with TPR2 Fireshello Bli or
Bayseale OC and Bayseale OCX insulation must be TPR 2 Fireshell TI3 Inturnescont Coating: The mde-
ESR4655 I Most Widely Accepted and Trusted Page 3 of 6
prescribed 15-minute thermal banner may be omitted when inturnescant mating described in Section 3.4. The
installation is in accordance with this section. The Bayseale IC inturnesoart mating must be applied owr the
Bayseal" OC insulation and Fineshell' BMS-TC or Bai OC insulation in accordance with the
Fireshelle TB mating may be used in lieu of the code- manufacturers instructions and this report. Surfams to be
prescribed 15-niinute thermal border. The foam plastic coated must be dry, clean, and free of dirt, Iowa debris
insulation thickness must not exceed V/2 inches(191 mm) and any other substances that could interfere with
in wells and 914, inches (241 mm) in ceilings, and the adhesion of the mating. The Baysealo IC mating is
insulation must be cowered with 20 welt mile (0.5 nunj applied with a medium-size nap roller, soft brush or
112 dry mile(0.30 mm)]of Fineshell"BMS-TC or Fireshell conwintional airess spray equipment at a rate of 0.5 gallon
T13 intumesoent mating applied in a single mat at a (1.9L) per 100 square feet(9.2 M2). The mating must be
minimum rate of 1.20 gallons (4.75L) per 100 square feet applied when ambient and substrate ternperatures am
(9.2 m). Surfaces to be mated must be dry, dean and abor,,e 50-F(10-C)and requires a 24-hour curing fine after
free of dirt, loom debris and other substances that could application. Sayseas OC insulation, as described in this
interfere with adhesion of the mating. Fireshelle BMS-TC section, may be installed in umiented apes in accordance
or Fireshello TB mating is applied by aidess spray with the 2012 IRC Section R806.5 (2009 IRC Section
equipment, con�ntlonal spray, medium knap roller or R806A). The attic or crawl Spam area must be separated
brush at ambient temperatures between 62-F and 95-F from the interior of the building by an approwd 15 minute
(16-C and 35-C) and nelabw humidity of less than thermal banner as described in Section 4.2.1.
60 percent. 4.3.2.2 Application with TPR' FIMSheli* BMS4C
4.3 Ignition Barrier—Allies and Crawl Spaces: Inturnescent Coating: In allies, Bayseal" OC insulation
4.3.1 Application with a Prescriptive Ignition Barrier: may be spray-applied to the underside of met rafters; and
When Baysealo OC and Baysealo OCX insulation is in crawl spaces, Bayseale OC insulation may be spray-
installed within attics or crawl spaces where entry is made applied to the underside of floods as described in this
only for semce of utilities, an ignition border must be section. The thickness of the foam plastic applied to the
installed in accordance with IBC Section 2603.4.1.6 and underside of the top Spam must not exceed 9'/2 inches
IRC Sections R3116.5.3 and R316.5.4, as applicable. The (241 mm). The thickness of the foam plastic applied to
ignition barrier must be consistent with the requirements vertical surfaces must not exceed 7 inches (178 mm). All
for the type of construction required by the applicable foam plastic surfaces must be cowired with the TPR2
that the foam Fireshelf" BMS-C inturnescent maUng described in
code, and must be nst.fled in a manner so Section 3.7.The inturnescent wafing must be applied iwer
plastic insulation is not exposed. Baysealo OC and the Boyseal" OC insulation in accordance with the
Baysealo OCX insulation, as described in this section,may manufacturers instructions and this report The foam
be installed in um,ented allies in accordance with IRC ic insulation must be cowired with 7 wet mils(0.2 mm)
Section R806. The attic or crawl Spam arm must be pleat
separated from the interior of the building by an approwd (4 dry mile (0.10 mm)] of TPR2 Fireshello BMS-IC
15-rninutethermal banner as described in Section 4.2.1. intumescent coating applied in a single mat at a rate of
0.83 gallon(1.10 Q per 100 square feet(9.2 in'). Surfaces
4.3.2 Application without a Prescriptive Ignition to be mated must be dry, clean and free of dirt, loom
Barrier: Where the Bayseal"OC spray-applied insulation debris and other substances that could interfere with
is installed in accordance with Sections 4.3.2.1, 4.3.2.2. adhesion of the waiting.The mating is applied in one mat
4.3.2�3, 4.3.2.4 and 4.3.2.5 or Sayseal"OCX is installed in by aidess spray equipment, conwritional sprayer, medium
accordance with Section 4.3.2.6 the following conditions knap roller or brush at ambient temperatures abowe 70-F
apply: (21-C) and relobw humidity of less than 60 percent, and
a) Entry to the attic or crawl space is to sewice ubliffies, requires a 24-hour curing time. The attic or crawl Spam
and no storage is perrinifted. area must be separated from the interior of the building by
an approved 15-rninute thermal border as described in
b)There are no interconnected attic or crawl space areas, Section 4.2.1.
c)Air in the attic or crawl Spam is not circulated to other 4.3.2.3 Application with TPR 2 Fireshelto 1134
parts of the building. Inturnescent Coating: in atfics, Bayseal" OC insulation
d)Attic venitlafion is promded when required by IBC .may be spray-applied to the underside of roof rafters; and
Section 1203.2 or IRC Section R806 except when in crawl spaces, Baysealo OC insulation may be spray-
air-Impermeable insulation is penndiiZ in unvented applied to the underside of floods as described in this
attics in amordance with the 2012 IRC Settled R806.5 section. The thickness of the foam plastic applied to the
(2009 IRC Section R806.4). Under-floor (mawl Spam) underside of the top Spam must net exceed A inches
writilation is provided when required by IBC Section (241 mm). The thickness of the foam plastic applied to
1203.3 or IRC Sector,R408.1,as applicable. �rftcal surfaces must not exceed 7%inches(191 mm).All
foam plastic surfaces must be cowned with the TPR2
a)Combustion air is prorded in accordance with Fineshelle 1134 inturnescent mating described in Section
international Mechanical Codes Section 701. 3.7. The inturnesoent mating must be applied over the
4.3.2.1 Application with Bayseal" IC Inturnescent Bayseal" OC insulation in accordance with the
Coating: In Sides, Bayseala OC insulation may be spray- manufacturer's instructions and this report. The foam
applied to the underside of roof sheathing or met rafters; plastic insulation must be cewred with 5 wet mills
and in crawl spaces, Bayseal" OC insulation may be (0.13 mm) [3.5 dry mils (0.09 mm)] of TPR2 Fireshell"1134
spray-applied to the underside of foods as described in this inturnescent mating applied in a single cost at a rate of
section. The thickness of the foam plastic applied to the 0.31 gallon(1.17 L)per 100 square feet(9.2 di Surfaces
underside of the top Spam must not exceed 16 inches to be mated must be dry, clean and free of dirt, loom
(406 mm). The thickness of the foam plastic applied to debris and other substances that could interfere with
vertical surfaces must not exceed 1104 inches (286 mm). adhesion of the mating, The mating is applied in one mat
All foam plastic surfaces mustbe co%,ered with 7.5wetmils by airleas spray equipment, conwintional sprayer, medium
(0.2 mm) [4 dry mile (0.10 mm)] of the Bayseal" IC knap miter or brush at ambient temperatures abow, 70-F
ESR-1655 I Most KIdely Accepted and Trusted Page 4 of 6
(21-C) and relative humidify of less than 60 percent, and plastic applied to vertical surfaces must not exceed
requires a 24-hour curing time. The attic or crawl Spam 12 inches (305 man). Bayseae OCX insulation, as
area must be separated from the interior of the building by described in this section, may he installed in unvented
an approved 15-minum thermal banner as described in ancs in accordance with the 2012 IRC Section R806.5
Section 4.2.1. (2009 IRC Section R806.4). The attic or crawl Spam area
4.3.2.4 Application with NO-BURN* Plus XD must be separated from the interior of the building by an
Inturnescent Coating: In ati Bayseale OC insulation approved 15 minute thermal harder as described in
Section 4.2.1. When BayseaP OCX is installed in
may be spray-appled to the underside of roof Sheathing or accordance with this section, the ignition barrier in
roof rafters; and in crawl spaces, the Sayseale OC accordance with IBC Section 2603.4 and IRC Section
insulation may be spray-applied to the underside of floors R316.5.3 may be omitted.
as described in this section. The thickness of the foam
plastic applied to the underside of the top Spam must not 4.3.2.7 Use on Attic Floors:Bayseal'S OC insulation may
exceed 16 inches (4o6 mm). The thickness of the foam be installed at a maximum thickness of 104 inches
plastic applied to wrij,al surfaces must not exceed (286 mm)between joists in attic floors.The insulation must
104 inches (286 mm). All foam plastic surfaces must be be covered on all exposed surfaces with Bayseals IC
covered with 6 wat mile (0.15 mm)14 dry mils (0.10 mm)] inturnescent Mating as described in Section 4.3.2.1. The
of the NO-BURN Plus XD intumescent Mating described in Bayseale OC insulation Must be separated from the interior
Section 3.8.The intumescent mating must be applied over of the building by an approved thermal barrier.The ignition
the Bayseafs OC insulation in accordance vAth the hanner in accordance with IBC Section 2603.4.1.6 and IRC
manufacturers instructions and this report. Surfaces to be Section R316.5.3 may be omitted.
Mated must be dry. clean. and free of dirt, loose debris Baryseal'OCX insulation may be installed at a maximum
and any other substances that could interfere with thickness of 12 inches (305 mm) between and over joists
adhesion of the coafing. The mating is applied with a in aftic floors without a code prescribed ignition barrier or
medium-size nap roller, soft brush or conventional airless intunnesoent mating. The Bayseale OCX insulation must
spray equipment at ambient and substrate temperatures be separated from the interior of the building by an
show 50-F(100C)and requires a 24-hour cuning time after approved thermal hanner. The ignition barrier in
application. Bayseale OC insulation, as described in this accordance with IBC Section 2603.4.1.6 and IRC Section
section, may be installed in unvented atfics in accordance R316.5.3 may be omitted.
with the 2012 IRC Section R806.5 (2009 IRC Section
R806.4).The attic or crawl Spam area must be separated 4.4 Oine-hour Fire-assistance-rated Wall Assembly
from the interior of the building by an approved 15 minute (Limited L.ad-bearing)(Bayseal'OC only):
thermal barrier as described in Section 4.2.1. 4A.1 Initial Face: One layer of "Is-inch-thiCk (15.9 mm)
4.3.2.5 Application with Flame Seal IB Inturnescent Type X gypsum wallboard must be applied parallel to the
Coating: In aftics, Baysealo OC insulation may be spray- interior face of 2-by-6 mod studs spaced a maximum of
applied to the underside of roof Sheathing or roof rafters; 16 inches (406 mm) on center. The gypsum boards must
and in crawl spaces, Bayseal OC insulation may be be attached using Type S, 16/,inch4ong (41 MM) Screws
spray-applied to the underside of floors as described in this spaced 8 inches (203 mm) on center. All exposed
Section. The thickness of the foam plastic applied to the wallboard joints must be taped with joint tape, and
underside of the top Spam must not exceed 16 inches compound and screw heads must be covered with joint
(406 man). The thickness of the foam plastic applied to compound in accordance with ASTM C840 or GA216.The
vertical surfaces must not exceed 12 inches (305 mm). All interior cavity is filled wth Bayseal'OC spray-applied foam
foam plastic surfaces must be covered win 7.5 wet mils insulation.
(0.2 mm) [4 dry mils (0.10 ni of the Flame Seal IS Opposite Face: One layer of 5/rinch-thick (15.9 mm)
intumescent mating described in Section 3.9. The Flame Type X gypsum wallboard must be applied in the same
Seal- IS inturnescent mating must be applied over the manner as for the initial face The horizontal joints in the
Baysealo OC insulation in accordance wth the gypsum wallboard on the opposite few must be Staggered
manufacturer's instructions and this aspOrt. Surfaces to be a minimum of 8 inches(203 mm)from the horizontal joints
mated must be dry, clean, and free of dirt, loose debris in the wallboard on the initial face.If the intention is for use
and any other substances that could interfere with as an exterior wall,code-complying Sheathing and a code-
adhesion of the coatmg. The Flame Seal IB Mating is complying exterior wall covering must be installed in
applied with a medium-size nap roller, soft brush or accordance wth the applicable code.
conventional aidess spray equipment at a rate of 0.5 gallon 4.4.2 Axial Lead Design: Axial loads applied to the wall
(1.9Q per 100 square feet (9.2 hi The Mating must be assembly must be limited to the lease,of the following:
applied when ambient and substrate temperatures am
above 50-F(10,C)and requires a 24-hour curing time after 1. 2,756 pounds(122 642 N)per stud.
applicator. Bayseale OC insulation, as described in this 2. A maximum of 51 percent of the load calculated in
section, may be installed in urneaned attics in accordance
with the 2012 IRC Section R806.5 12009 IRC Section accordance with Sections 3.6 and 3.7 of the
R806.4). The attic or crawl Spam area Must be separated ANSIIAF&PA NDS.
from the interior of the building by an approved 15 minute 4.5 Exterior Walls in Types 1,11,111 and IV Construction
theme]barrier as descdbed in Section 4.2.1. (Bayseal'OC only):
4.3.2.6 Application without ignition barrier or When used on exterior wells of Type I� 11, 111 and IV
inturnescent coating: In attics, Bayseal*OCX insulation construction, must camply with Section 2603.5 of the IBC
may be spray-applied to the underside of roof sheathing or and this section (Section 4.5), and the Bayseal* OC
mof rafters; and in crawl spaces, the Baysealo OCX insulation must be installed at a mandmurn thickness of
insulation may be spray-applied to the underside of floors 351s inches (92 mm) See Table 2 for a description. The
as described in this section. The thickness of the foam potential heat of the Bayseale OC spray-applied
plastic applied to the underside of the top Spam must not polyuremane insulation is 488 Btulft'(5.5 Nfilm� per inch
exceed 16 inches (406 ni The thickness of the foam ofthickness.
ESR-1655 I MostK4delyAcceptedanxiTnusted Page 6 of 6
5.0 CONDITIONS OF USE 6.5 Report of potential heat of foam plastic testing in
The Bayseale OC and Bayseale OCX insulation described accordance with NFPA259.
in this report complies with, or is a suitable aIt8M3ffYa to 6.6 Report of fire propagation characteristics testing in
what is specified in, those codes listed in Section 1.0 of accordance with NFPA 285.
this repor,subject to the following conditions: 7.0 IDENTIFICATION
6.1 This evaluation report and the manufacturers Components for BayseaP OC and Bayseale OCX
published installation instructions, when requined by insulation am identified with the manufacturer's name
the code official, must be submitted at the time of (Covestro, LLC), address and telephone number; the
pemit application. product trade name (Bayseal" OC or Bayseale OCX)�
6.2 Baysealo OC insulation, Baysealo OCX and Baysealo product type (A or 8 component); use instructions; the
IC intumescent costing must be installed in density; the flanne-spnead and smoke-developed indices;
accordance with the manufacturer's published and the evaluation report number(ESR 1655).
installation instructions, this report and Me applicable Intumescent coatings am identified with the
code. manufacturer's name and address, the product name and
The instructions Within this report govern if them am use instructions.
any conflicts between the manufacturers published
installation instructions and this report. 8.0 OTHER CODES
5.3 Bayseate OC and Bayseal"OCX insulation must be In addition to the codes reference in Section 1.0, the
separated from the interior of the building by an products described in this report were evaluated for
approved 15-minum thermal barrier, as described in compliance with the requirements of the followmg codes:
Section 4.2.1,except as noted in Section 4.2.2. 0 2006 International Building CWe'(2006 IBC)
5.4 Bayseal" OC and Bayseal OC)(* insulation must be 0 2006 International Residential Codes(2006 IRC)
protected from the Weather during and after
application. 0 2006 International Energy Conservation Code (2006
5.5 Bayseale OC and Bayseale OCX insulation must be IECC)
applied by installers;accredited by Covestro,Ll-C. The products comply with the abow,-mentioned codes as
described in Sections 2.0 through 7.0 of this report, except
5�6 When use is on buildings of Types 1, 11, 111 and IV as noted balm:
construction, installation is limited to Bayseale OC
only and must be as described in Section 4.5 and E Application with a Prescriptive Thermal Barrier: sea
Table 2. Section 4.2.1,except the approved thermal bamer must
6.7 Use of Bayseale OC and Bayseare OCX insulation in be installed in accordance With Section R314.4 of the
areas where the pnilbability of termte, intestation is 2006 IRC.
'wry heavy' must be in accordance with 2015 and 0 Application without a Pmcripti" Thermal Barrier:
2009 ISO Section 2603.8 (2012 IBC Section 2603.9) See Section 4.2.2.
or IRC Section R318.4,as applicable. III Application with a Prescriptive Ignition Baffler: Sea
5.8 Jobsite certification and labeling of the insulation must Section 4.3.1 except aftics must be vented in
comply with 2015 IRC Section N1101.10.1 (2012IRG accordance with Section 1203.2 of the IBC or Section
Section N1101.12.1 or 2009 IRC Section N1101.4) RM of the IRC,and cravyi space ventilation must be in
and 2015 and 2012 IECC Section C303.1.1,R303.1.1 accordance with IBC Section 1203.3 or IRG Section
(2009 IECC Section 303.1.1),as applicable. R408,as applicable.
5.9 In exterior"it applications, a vapor retarder may be 0 Application Without a Prescriptive Ignition Barrier:
required by the code official in accordance with IBC Sea Section 4.3.2, except attics must be vented in
Sedon 1405.3 or 2012 IRC Section R702.7 (2009 accordance wth Section 1203.2 of the IBC or Section
IRC Section R601.3),as applicable. R806 of the IRC, and cmnA space ventilation must be in
5.10 Bayseale OC and Bayseal' OCX insulation is accordance with IBC Section 1203.3 or IRC Section
produced in Spring, Texas, under a quality-control R408,as applicable.
program wth inspections by ICC-ES. It Protection Against Termites: See Section 5.7, except
use of the insulation in areas where the probability of
6.0 EVIDENCE SUBMITTED temmm infestation is 'very heavy' must be in
6.1 Data in accordance with the ICC-ES Acceptance accordance With Section R320.5 of the 2006 IRC.
Criteria for Smay-applied Foam Plastic Insulation m jobalts Certification and Labeling: See Section 5.8,
(AC377),dated May 2015,including reports of tests in except jobsite certiffication and labeling must comply
accordance with Appendix X of AC377. with Sections 102.1.1 and 102.1.1.q, as applicable, of
6.2 Reports of mom comer tests in accordance with the 2006 ECC.
NFPA 286.
6.3 Report of air leakage testing in accordance with
ASTM E283.
6.4 Report of testing in accordance With ASTM El 19.
ESR-1655 I Most Mdely Accepted and Trusted Page 6 of 6
TABLE 1—THERMAI-RESISTANCE(R-VALUES)
THICKNESS(inch") Bayseal,OC maysioner OCX
R-VAULIE ff.11 .1dBi �VAILUE ff.fe.lififtuil
3.7 3.9
2 7.4 7.4
3 11 11
3.5 13 13
4 15 14
5 18 18
5.5 20 20
6 22 22
7 25 25
7.75 27 27
8 28 28
9 32 32
10 35 35
11 39 39
12 42 42
13 411 46
W
53
56
For SI: I in& 25.4 mm;1'Rili 0.176 110 k.M'W.
'Calt.l.ted R-oalues am based on tested K-oalues at I-and 3.5�ncri thicknesses.
2R-values greater than 10 are rounded to Firm nearest vbcie ruenther.
TABLE�FPA 285 COMPLYING E�ERIOR WALL ASSEMBLIES IN WPES 1,11,111 AN D IV CONSTRUCTION
WALL COMPONENT MATERIALS
1—Concrete.11
2—Concrete masonry vall
Base Wall System— 3—I layer"Jonch,thic,Type X gypsum vallboard complying faith ASTM C36 or Ci396 on interior,
Use either 1,2 oa 3 Insisted over steel studs,rainimom 3'1,4nch deep,Ni 20 gage,C-shaped,spaced!a maximum of
24 inches on center.Gypsum vaullboah!must be afflodined Min No.6, 11144ral self-tapping,screms
located 8 inches on center along the permeter and In Me field of willboard.Gypsum vallboard joints
must his listed and heated Wth joint compound in accordance vAth ASTM C840 or GA-216.
Floodine Farestopping 4 pc'mineral"of in as&stud cavity at each flourr Jim affached With Z-chips
I—None
Cavity Insulation— 2—Full cavity depth or less of Bai DC insulation applied wing exterior sheathing as substrate
Use either 1 or 2 or 3 and covering the Wdth of Me cavity and inside Me stud flange
3-Fiberglass bad insulation(faced or uni
Exterior Sheathing—Only for Base I
Wall System No.3 1— hnicin-thicix.exterlor type gypsum sheathing
Use either I or 2 2—x�,inchi eximn.,type gypsurn filreathing
I—Bit&-standard nominal 4-inch-firic,day brick
-Brick versear andhon,—standard types installed a maximum of 24 Inches OC vertically on each stud
Exterior Wall covering— -Maximum 2 inch air gap behoeen exterior insulation and brick
Use either 1 or 2 2—Siucco-minimum'144nich-Mick,exterior cement plaster and lath.A secondary vater-resistive
banner may he installed betiveen the exterior insulation and the lath.The secondary vvate�reslstrxe
berair mot hot the full-coveragle asphalt or butyl-based self-adhered membranes.
For SI: 1 inch=25.5 mon;1 pcf=16.018 kginm�.
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PENDANT LIGHT LARGE INC.
1415 Atlantic Blvd.
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�E ISIONS DATE_�
FIELD ALTERA-nON
CONTRACTOR SHALL CONTACT LOU
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MODIFICATIONS WHICH MAY VARY
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SCALE: 1/4* 1'-0" STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY CS IVIK /LAP
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
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DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR I SCALE
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CONSTRUCTION. THE CONTRACTOR S! ALL PROVIDE ALL TEMPORARY COMM-17-00254
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER CONTROL No.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL
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PENDANT LIGHT LARGE INC.
1415 Atlantic Blvd.
Suite C4
CABINET PUC LIGHT Neptune Beach,FL 32266
Office: 904 249.4401
Cell: 904 635.7118
Fax: 904 249-4104
36"AFF 36"AFF EXHAUST FAN W/LIGHT e-mail:bob ceg net
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DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS
DESIGN CODE: COMPONENTS & CLADDING FLOOR SHEATHING SPECIFICATIONS
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES 23/32" T&G OSB OR PLYWOOD SH7-ATHING, CLUE AND NAIL WITH 10d COMMON a 6" O.C. EDGE & FIELD
TRIBUTARY INTERIOR EDGE STRIP (PSF):
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, ROOF SHEATHING SPECIFICATIONS:
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) a' = 4'-6 SHINGLE- MIN. 7/jr, ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED W/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C.
10 +30.2 -32.9 +30.2 -40.5 WITHIN 4'-0" OF ROOF EDGE). Lou Pontigo and
DESIGN LOADS: ACTUAL AND UNIFORM Associates, Inc.
ROOF FLOOR
50 +27.1 -29.6 +27.1 -34.2 WALL SHEATHING SPECIFICATIONS: 420 Osceola Avenue
ROOF LOADING (cd=1.25) (cd=1.00) STUCCO FINISH.-MIN. 7/j, ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONGI� DIMENSION PERPENDICULAR TO THE WALL Jax. Beach, Florida 32250
TOP CHORD LIVE LOAD 20 psf 40 psf 100 +25.7 -28.2 +25.7 -31.2 STUDS Ph. 242-0908 Fax.241-9557
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf FL:CA# 8344 SO CA#3579
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf GENERAL NOTES:
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY WOOD FRAMING SPECIFICATIONS:
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT
DEFLECTION CRITERIA: SHALL BE PERMITTED WITH MASONRY, CONCRETE OR SOII_ SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL.
0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOP BOTH
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 No.53311
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. ROOF COVERING SPECIFICATIONS:
WIND LOADING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE
F
ASCE 7/10 FOR WIND UPLIFT 0 LINEAR INTERPOLATION IS PERMISSIBLE. MANUFACTURER'S REQUIREMENTS. ("LAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM
-------------- 130 MPH METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL
BASIC WIND SPEED (ASCE 7-10) 0 PLUS = PRESSURE AND MINUS = SUCTION. _.
METAL FLASHING AND VALLEY MATERIALS.
IMPORTANCE FACTOR ---------------------- 1.00
MEAN ROOF HEIGHT ----------------------- EXISTING 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE WATERPROOFING:
ROOF PITCH ---------------------------- EXISTING RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. Luis A. Pontigo, PE
BUILDING CATEGORY ----------------------- THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. F L P E#5 3 311
EXPOSURE CATEGORY ---------------------- D
a (00 �ISIONS DATE
ENCLOSURE CLASSIFICATION -----------------ENCLOSED a7k
INTERNAL PRESSURE COEFFICIENT -------------- ± .18
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MATERIAL SPECIFICATIONS a DENOTES EDGE STRIP. FULL DEPTH ROOF FRAMING
SEE C & C CHART BLOCKING BETWEEN
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FRAMING
HARDWARE AND ANCHORS: 1/0 FIELD ALTERA-nON
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH 7
0 CONTRACTOR SHALL CONTACT LOU
ASTM A 307 OR ASTM F 1554 GRADE 36. PONTIGO a ASSOCIATES PRIOR TO
D 7
2ND STORY ,K MAKING ANY STRUCTURAL FIELD
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).
I a TOP PLATE ELEV_ E9 MODIFICATIONS WHICH MAY VARY
7r a 7r !h FROM THE INTENT OF THE ORIGINAL
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. V_ CONSTRUCTION DOCUMENTS.ANY
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 0 1 0 FIELD ALTERNATIONS MADE PRIOR TO
I I BEING APPROVED BY LOU PONTIGO a
EXTERIOR SHALL BE GALVANIZED. 17 (3) ROWS 12d ASSOCIATES MAY RESULT IN
0
AT 12" O.C. ADDITIONAL ENGINEERING OR
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR [NOT ACTUAL PLAN] 7r a 2r 7f a7f TOP PLATE TO STUD
EA. SIDE.
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4
H2.5 T @ 24" ON-CENTER
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. ON Cj 2-PLY
0
(U.O.N.) 2x4 MEMBERS.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPE OF SERVICE 0 (1) ROW OF 10d
V2-
(DUAL CARTRIDGE INSTALLATION ONLY): 0 NAILS @ 4" O.C. (4) ROWS 12d
EPDXY: ITW RED HEAD A7 AT 12" O.C.
EA. SIDE.
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. MEANS AND METHODS: 2x6 MEMBERS.
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPCNSIBLE (2) R DW OF 1 Od Uj
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR NAILS @ 4" O.C. 3-PLY H
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR 4,NY STAGGERED STUD TO LOWER FRAMING: U
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT 2x4 OR 2x6 POS1' LESS THAN 14" BEAM MSTA24 OR CS16 STRAP Uj
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi DOCUMENTS. @ 24" ON-CENTER Z >
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(3) ROW OF 10d (3)ROWS OF 04"
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: Im I (3)ROWS OF 5" (2)MS24 OR (2)CS16 4<
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER AFE NAILS @ 8" 0.C. TRUSSLOK
TRUSSLOK
STAGGERED ENGINEERED WOOD END
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ENGINEERED WOOD
OF WALL SEGMENT
STRAPSEACH
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND FASTENERS @ 24"o.c FASTENERS @ 24"o.c
AS SHOWN
HEADERS DRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED N AS SHOWN
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT X U Cn
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY
FLOOR ELEV.
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I PP L 1Yy F3-PLY dK
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NOTES:
1�� 1. TYP. CONNECTION AT STUD COLUMNS,
2x8 POST JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. WOOD BEAM J
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
IN ADDITION TO (2) PLYS In
/00'*�1 BUILT - UP MEMBER FASTENING CONVENTIONAL STRAPPING TO BEAM BELOW LIJ
�-o SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0"
LL
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UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL
TYPE BUILT-UP POST IN THE WALL
CONNECTOR FASTENERS FL# CODE kLNJ
SYP SPF
TOP PLATE TO TOP PLATE FACE NAIL 2--GUN NAILS @ 12" STAG.
GABLE_ X-BRACE
A35 450 450 12-8dxl 1/2 10446.4
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS
H2.5T 600 520 5-8d EA. END 11478.3 HEADER SIZE, JACK AND KING STUD
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL. THE QUANTITY.
H8 620 530 5-10dx11/2" EA. END 11470.3 -------------- HIDDEN LINE DESIGNATES SIDE OF DESIGN
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING
MTS12 1000 860 7-10dx11/2" EA. END 10456.3 NAILING: TO BE APPLIED. 8d (9 3/6 CRTERA
" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (31-8d) 5-GUN NAILS 8d@3"Z6" DESIGNATES 8d COMMONS @ 3"
HTS20 1450 1245 24-1 Odx1 1/2 O.C. EDGE & 6" O.C. "IN THE
AND
MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3�_16d) 4-GUN NAILS FIELD" GENEIRAL
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS
MSTA36 2050 1870 13-10d EA. END 13872.8
ADJ ADJACENT LG Long
18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF Manufacture NOTES
HTT4 3480 3080 1-5/."0 ROD TO FTG. 11496.2 RAFTER TO PLATE TOE NAIL (31-8d) 3-GUN NAILS BOT BOTTOM MONO Monolithic
BRG BEARING OC - On Center Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION r.
32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3�_10d) 4-GUN NAILS CMU ONCRETE MASONRY UNIT OSB - Oriented Strand Board UNCLEAR REFER TO THE
LARCHITE7&URAL DRAWINGS OR
5250 4670 11496.2 DBL DOUBLE PERP - Perpendicular CO T C.
HTT5 CONTACT THE E.O.R.
1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2�_16d) 3-GUN NAILS DIA D AMETER PRE ENG - Pre Engineered
6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 1�d@ 16" O.C. @ EDGE EA EACH PSF Pounds per Square Foot PLAN NAME
LUS28 930 780 10655.113 EE EACH END PSI Pounds per Square Inch
4-10d TO JOIST r RESIDENCE
CONT. HEADER TO STUD TOE NAIL (3�_16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT PRESSURE TREATED DESIGN/DRAWN/CHECKED
14-16d TO HEADER EQ EQUAL QT Quick Tie CS / IVIK /LAP
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS
HU410 905 785 6-16d TO JOIST 10531.36 EXT EXTERIOR REINF - Reinforce DATE
SOLE PLATE TO JOIST/BLOCKING FACE NAIL _L(16d @ 16") GUN NAIL @ 8" FBC FLORIDA BUILDING CODE SF - Square Foot 03.30.17
FDN FOUNDATION SPF -Spruce Pine Fur
ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 OA SCALE
FT - F OT SYP - Southern Yellow Pine A AS NOTED
ABU66 2300 5/,,"0 ROD wl 12-16d 10849.6 NAIL SPECIFICATIONS FTG FOOTING THRU Through
LPA No.
SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"xO.131"O = GUN NAILS 2%0.113' 0 = RINK SHANK HDR - HEADER TYP - Typical COMM-17-00254
- HORIZONTAL UON Unless Otherwise Noted 0
HORIZ
10-16d TO STUD/BEAM/POST 2"xO.113"O = 6d 21/2"xO.131"O = 8d LBS OUNDS VERT Vertical CONTROL No.
LTT20B 1675 1675 11496.3 3"xO.148"O = 10d 31/2"xO.162"O = 16d WWF Welded Wire Fabric
1- /2"0 ROD TO FTG. 11/2"xO.148"O = 10dx11/2 " 11/2%0.131"0 = 8dxl 1/2 SHEET
LSTA1 2 805 695 10-10d 13872.5
CS16 1705 1705 13-8d 10852.1 SOD
NEW FLOOR SHEATHING EXISTING FLOOR SHEATHING
Lou Pontigo and
EXISTING WALL Associates, Inc.
NEW WALL FRAMING TO
FRAMING
BE REMOVED SIMPS0\1 WSV SUBFLOOR SCREW 420 Osceola Avenue
@ 3" O.C. EDGE AND 6" O.C. jax. Beach, Florida 32250
—FIELD, RETROFIT FASTENER FOR Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
CS16 STRAPS @ 24" O.C. ,,� ' EXISTING NEW (2)2xlO FLOOR JOIST FASTEN EXISTIN 37 FLOOR SHEATHING
(2)2xl 0 TO
CONT. SHEATHING TO BOT. OF BE REMOVED EXISTING FLOOR TOGETHER w/ (3)ROWS 12d 0 12 ' FLOOR SHEATHING EXISTING FLOOR
JOIST TO REMAIN OC EA. SIDE FASTEN TO EXISTING PER SFECS JOIST TO REMAIN
FLOOR JOIST. NAIL TO EA. FLOOR /FR* O*M EXISTING JOIST SIDE w/
JOIST w/2—ROWS OF 8d COMMON
(3)ROWS 10d @ 3" 0.C. STAGGERED
NAILS @ 4" O.C.
0. 311
S OF
JOIST TO (2)2xlO 00
NEW H3—/ It
r= A
wl A35 NEW HTSM16 w/ A
EXISTING H3 1/4x`13/4" TITENS —J.
\—EXISTING CONIC. Luis A. Pontigo, PE
5-0" MAX BEAM TO REMAIN FL PE#53311
�ISIONS DATiN
I/�j CANTILEVER FLOOR DETAIL
SCALE: 3/4" V-0"
-�O
LPA SCOPE OF SERVICES
I FIELD ALTERAMON
CONTRACTOR SHALL CONTACT LOU
EA. JOIST TO (2)2xlO BAND PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
BOARD w/ A35 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
(2)2xl 0 SYP#2 FLOOR JOISTS ASSOCIATES MAY RESULT IN
S1.0 ADDITIONAL ENGINEERING OR
INSPECTION FEES.
(9) 12" O.C. SISTERED TO
EXISTING w/ 10d @ 3" O.C.
r r r r— F
LU
LL
1 41; -- 1
�: LU
11 Ir
LLJ
REPL4CE BLOCK%G
N
FAST: EA. END w/
2-12C TOE NAIL3
LL1 En
In
LU
-144 71-
EXISTING 2x10 SYP#2 FLOOR
JOISTS @ 12" O.C.
1ST LEVEL
FLOOR
IL
L t -1
FRAMING
\_EXISTING 2x10 SYP#2 FLOOR 040(*, PLAN
JOISTS @ 16" O.C. All,
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME
HAVE BEEN OQTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF RESIDENCE
DESIGN INCLUING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGNA)RAWN/CHECKED
FIRST LEVEL FLOOR FFZAMING PLAN STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY CS / IVIK /LAP
SCALE: 1/4" 1'-0" VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
SHALL VERIFY �LL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 03.30.17
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR
AS NOTED
ACTUAL FIELD )CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No.
DAMAGED EXISTING STRUCTURAL MEM13ERS DISCOVERED DURING COMM-17-00254
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL No.
BRACING/SHOR�ING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPO NSIBILITY OF THE CONTRACTOR. SLO
NEW 2x6 SPF#2 0 12* D.C.
V/z/
EXTERIOR WALL
DESIGNATES THE NUMBER OF PLYS OF
(2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING min,
STUDS NEEDED FOR HEADER OPENING.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
GENERAL NOTES 420 Osceola Avenue
1. SEE SHEET SO.0 FOR ROOF AND FLOOR Jax. Beach, Florida 32250
SHEATHING SPECIFICATIONS. Ph.242-0908 Fax. 241-9557
2. WERE FRAMING MEMBERS CONSIST OF MULTIPLE FL:CA# 8344 SC:CA# 3579
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 1/SO.O
P0
No.5331
oil
S 'r OF
A
Luis A. Pontigo, PE
F L P E#5 3 311
F�E ISIONS DATEN)II
LPA SCOPE OF SERVICES FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONT GO Ek ASSOCIATES PRIOR TO
I�
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
NEW 2x6 SPF#2 STUDS @ 12"
/_O*C* WALL. CONVENTIONAL
STRAP PER 2/SO.O
Uj
LL
(2)2x8-1/2) U LU
BEAM ABOV
4< U
uj
LLJ U
U
LLJ
BEAM ABO.V_ Ln
BEAM ABOVE
IST LEVEL
WALL
FRAMING
---BEAM ABOVE-
PLAN
DO NOT SC ALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR,REFER TO THE
ARCHITECTURAL DRAWINGS OR
FINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS r_7 N NAME
7
SI
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF RE DENCE
FIRS111 LEVEL WALL FRAMING PLAN DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED
SCALE: 1/4" = V-0" STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY CS / MK /LAP
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR
FRAMING NOTES: SHALL VERIFY 'ALL EXISTING CONDITIO I NS AND NOTIFY ENGINEER IN WRITING DATE
1. ALL BUILT—UP POST, HEADERS & BEAMS SHALL EEE FASTENED PER 1/SO.O BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR 03.30.17
SCALE
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED
ACTUAL FIELD CONDITIONS. CONTRA TOR SHALL REPAIR/REPLACE ANY LPANo.
DAMAGED EXISTING STRUCTURAL MEM ERS DISCOVERED DURING COMM-17-00254
CONSTRUCTION. THE CONTRACTOR S ALL PROVIDE ALL TEMPORARY CONTROL No.
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPO i NSIBILITY OF THE CONTRACTOR. SIM
EXISTING 2x6 @ 8" O.C. WALL FRAMING
2x6 P.T. SYP#2 ROOF LEDGER FASTEN oil
LEDGER TO WALL w/ 5-10d @ 16" O.C.
EXISTING 4x10 FLOOR 4-
ROOF SHEATHING JOISTS @ 24" O.C. Lou Pontiso and
PER SPECS Associates, Inc.
2x6 ROOF RAFTER 0 24" O.C. RIP FOR A34- 420 Osceola Avenue
1: 12 SLOPE. FASTEN RAFTERS TO jax. Beach, Florida 32250
LEDGER w/ A35 Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
EXISTING 31/8x12
2x6 BLOCKING FASTEN TO GLULAM BEAM
TOP PLATE w/ 12d
TOENAILS 0 4" O.C.
NOV",
PON
No. 311
OF
A34 tQ
w
H2.5T BLOCKING
\,--NEW HEADER
TO BE
PER PLAN
REMOVED
WALL SHEATHING_A Luis A. Pontigo, PE
PER SPECS A FL PE#53311
V
�ISIONS DATi�
2x6 @ 12" O.C.A LPA SCOPE OF SERVICES
WALL FRAMING I -- — — — — — — — — —
ROOF DETAIL DETAIL
r2 NEW WALL
SCALE: 3/4" 1'-0" �.2 SCALE: 3/4" 1'-0" FRAMING
FIELD ALTERA-1710N
CONTRACTOR SHALL CONTACT LOU
EXISTING 2x6 WALL S1.2 PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
STUDS 0 8" O.C. MODIFICATIONS WHICH MAY VARY
2x6 P.T. SPF#2 LOW SLOPED ROOF FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
RAFTERS @ 16" O.C. w/ 2x6 P.T. SPF#2 FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED By LOU PONTGO a
LEDGER. FASTEN LEDGER TO WALL ASSOCIATES MAY RESULT IN
0
T LEDGER
=T W/5_jC ADDITIONAL ENGINEERING OR
w/5-10d @ 16" O.C.
Uj
LL
LLJ
4"0 HOLES TO BE bili k1 ED Uj > 7
ACCEPTABLE 1'-6" FROM-
< U
SUPP RT
LU
LLJ U
t =M: -1 =t
LPA 0 ES
L P' Uj
F Ou
z
4- -
H 4 -
Ln
EXISFING BLOCKING TO BE
REMOVED SEE 2/S1.2
NEW JOIST MAY BE
SPLICED TO EXISTING w/ LL
Sp CAP EA. END (TYP)
- :LJ
F777
U
u U, 2ND LEVEL
2x1O SYP#2 FLOOR JOISTS @ 16" FLOOR
O.C. SISTERED TO EXISTING JOISTS
w/ 1 Od @ 3" O.C. STAGGERED
FRAMING
0 PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMEIISION IS
UNCLEAR PEFERTOTHE
!C_4 k ARCHITECTURAL DRAWINGS OR
I INF RN
NFORMATION �HOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS N7NAME
HAVE i
SECOND LEVEL FLOOR FPZAMING PLAN rHAVE BEEN 01TAINED BASED ON AVAILABLE SOURCES AT THE TIME OF IDENCE
DESIGN INCL NG ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
SCALE: 1/4" = 1'-0" STRUCTURES. �THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY DESIGN/DRAWN/CHECKED
CS / MK /LAP
FRAMING NOTES: VARY FROM IN14ORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
1. ALL BUILT-UP POST, HEADERS & BEAMS SHALL EEE FASTENED PER 1/SO.O SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 03.30.17
BEFORE BEGIN41NG NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
SCALE
DISCREPANCIES' THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED
ACTUAL FIELD tONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No.
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY COMM-17-00254
BRACING/SHOR�ING, TEMPORARY SUPP I ORTS AND OTHER SUCH ITEMS OR OTHER CONTROL No.
MEASURES NECESSARY TO PROTECT --HE STRUCTURE AND ANY PERSONNEL
SHEET
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCT104 ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
S12
SHEET 4 OF 5