HomeMy WebLinkAbout16-17191 f
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CITY OF ZEPHYRHILLS
5335-STH STREET /�
+ �- ' (sis)�so-oo20 1�191
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION LOCATION INFORMATION
Permit#:17191 Issued: 5/11/2016 Address: 37208 NEUKOM AVE LOT 296 '
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 46,218.72 Total Fees: 465.00 Subdivision: GRAND HORIZONS
Amount Paid: 465.00 Date Paid: 5/11/2016 Parcel Number: 34-25-21-0180-00000-2960
CONTRACTOR INFORMATION OWNER INFORMATION
Name: BAHR'S ALUMINUM INC Name: MONZON FRANK & CHERYL
Addr: 6440 FT KING RD Address: 38113 COVERED BRIDGE BLVD
ZEPHYRHILLS,FL. 33542 ZEPHYRHILLS FL 33542-7706
Phone: (813)782-3513 Lic: Phone: (813)679-4737
Work Desc: SUNROOM , GARAGE , CARPORT 1258 DW
APPLICATION FEES
BUILDING FEE 405.00 ELECTRICAL FEE 60.00
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�� Ins ections Re uired
FOOTER FINAL
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvemerots to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Must Accompany Application.All work shall be performed in accordance
with City Codes a �rdinances. NO OCCUPANCY BEFORE C.O.
O OCCUPANCY BEFORE C.O.
O CT IGNATURE PERMIT OFFI
P IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills � �
BUILDING PLAN REVIEW COMMENTS S�. �
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Contractor/Homeowner: �A,N R S a !,�U N�t tV U ►�v�
Date Received: Z. — � — 1 b
3?�08 ���zo q�� �.��„�)
Site: �L�,
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Permit Type: rNS 7A LL . �-- CARPO RT(�
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Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: �
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' This comment sheet shall be kept with the permit and/or ,
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Kalvin Switzer— s Examiner Date ntr d omeowner
equired when comments are present)
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6440 Fort King Rd
Zephyrhills,FI 33542 � � �
Phone:813-782-3513 • ■ Estimate
Toll Free: 1-866-296-4316
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**Aluminum* Concrete * Sheds * Screen Rooms * Steps * Room Additions *Landscaping**
R*Final invoice may varp from estimate due to changes in job ur�ob site difference from the estimate'�'�
Lot#: z96 CUSTOMER Suncrest Homes Date: 1/7/16 'i
aaaress: Grand Horizons co��a '
Signature: Date Signed: - ',
ROOfS(Alumimm�roofs indude:Ptuis,Tiim,Gutter,Downspouts,3�c3 Posis R Flashing) GLASS ROOM WALLS(Single Pane Glass or Acrylic)
P2ns(.032/Rhino) x = o sy.ei. x $6.26 $0.00 Walls + + + = o L/F x $95.98 $0.00
, Pans(.032/Rhino) x = o sQ.F�. x $6.26 $o.00 Insulated Glass........ .... L/F x $15.00 $o.00
Pans(.032/Rhino) x = o sq.F� x $6.26 $o.00 PrimeDoor........................ EA x $500.00 $o.00
Pans(.032/Rhino) x = o sq.e�. x $6.26 $o.00 Screen Room Rai 1(over 29") L/F x $24.0] $o.00
Maxi Railing.................... L/F x $31.54 $o.00
sm,c.Pans 60 x 18 = ioao sq.Ft. x $9.44 $to,t9s.2o Maxi Ste Railin z EA x $142.01 $2s4.o2
_ p g.............. �,
� swo.rar�s x = o sq.e�. x $9.44 $o.00 Garage Door x EA x So.00 '
Swc.Pans x = o sq.F�. x $9.44 $o.00 Garage Door Header x EA x $o 00
sm��.r�s x = o sq.e� x $9.44 $o.00 Garage Door Opener x EA x $o.00
Valance............................ L/F x $7.19 $0.00 Garage Door w/W indows X EA X $0.00
Gutter on Home.................. L/F x $7.94 $o.00 ALUMINUM TOTAL $ts,332.78
Beam Work........................ EA x $159.54 $o.00 CONCRETE AND BRICK WORK
� 2x4 SM Beam..................... L/F x $6.38 $0.00 Carport............... a9 X 17 = 833 Sq.Ft. X $4.02 $3,348.66
2x6 SM Beam..................... L/F x $9.23 $o.00 Shed................... s X 17 = 136 Sq.Ft. X $4.02 $546.72
2x7 SM Beam..................... so L/F x $9.74 �as�.00 Patio.................. x = o Sq.Ft. X $4.02 $o.00
j 2x8 SM Beam..................... so L/F x $13.22 $6610o Breeze Way........ x = o Sq.Ft. X $4.02 $o.00
�I 2x9 SM Beam..................... 90 L/F x $16.45 $�,4so.so Side Walk.............. a6 x a = iaa sq.Fc. x $4.02 $739.68
2x10 SM Beam.................... L/F x $25.73 $o.00 Driveway............... si x �i = sz� Sq.Ft. x $4.02 $2,�ts.54
Carport Gable Framing.......... EA x $107.35 $0 0o Driveway Flair......... a x a = i6 Sq.Ft. X $4.02 $6432
SCREEN ROOI�I 4'VALLS Raised Utility........... � 1 1/2" 4" x $36.62 $36.62
Lap KP + + + = o L/F x $47.33 $o 0o Raised Patio 6 C- x = o Sq.Ft. X $15.00 $o.00
w��d�„R�� + + + = o L/F x $49.42 $o.00 Raised Patio 6 C- x = o sq.Fc. x $]5.00 $o.00
Screen Door.... .... .... EA x $112.60 $o.00 Over 6 per ft per- x = o L/F x $5.13 $o 00
Gable Fill one Side............... L/F x $25.92 $o.00 Curbing for Pavers L/F x $14.56 So.00
� Fan Beam(not wired)............ EA x $83.71 $o.00 Footer 12x12 Reinforced........... az L/F x $10.04 $421.68
' Footer 8x8 Reinforced........... a9 L/F x $7.75 $379 75
UTiLITl'ROOM«�ALLS(2x4 Spruce w/7'hemio-pl,�l Vinyl Skirting Footer............ �u L1F x $7.75 $860.25
bValls » + s + 1� + = az L/F x $54.90 $z,3os.so Tread Step......................... s EA x $135.00 $4os o0
Shed Door i EA x $350.00 $3so.00 4x4 Stoop............................ EA x $500.00 $o 00
Single Window(Extra)24 X 27 EA x $92.30 $o.00 Fill Dirt............................... i Loads x $225.00 $22s.00
Lzrge Window...30 X 53 i EA x $133.26 $13326 TractOr Work.......................... i x $360.57 $360.57
Bug Shield......................... L/F x $7.92 $o.00 Brick Skirting Max 5 High
Double Shed Doors.............. EA $675.00 $o.00 Split Brick Air L/F Q co� x $3.65 $o.00
Gable Walls + + + = o L/F x $59.37 $o.00 Split Brick Solid z� L/F Q 6 cou«s x $4.25 $688.50
;vtISCEI.,LANEOUS Pretreat.............................. .. � EA x $300.00 $300.00
Vinyl Skirting..................... t6s L/F x $12.00 $2,016.0o EXTRA CONCRETE: $o.00
PT Plywood and Studs......... 42 L/F x $10.00 $420.00 Pump. .. i EA x $300.00 $300.00
Firewall.......................... EA x$1,040.00 $o 00
Pan Insulation Kit x = o sq.F�. x $3.52 $o.00
EXTRA ALUMINUM: $o 00
CONCRETE $10,795.29
$���Nole:The raiseA slabs are figured at 40"in height if ALUMINUM .p 1 0,332.78
$O.00 thc stoop&porch are highcr in hcight lhe pricc xitl go up PERMIT .p O V J.��
�o.00 TAX
$O.00 NO'fE:Auording to�hc FL Bwldin6 Code a cfacA is not TOTAL .p29,993.07
$0.00 structural problem unhl it reaches 1/4"in width.
All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 2.0%per nth will be accessed on all unpaid accounts in arrears.
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�No. Parcel ID No l"1�0�✓ �/�D�/lD �D���� ����V
NOTICE OF COMMENCEM�F�/,T
State of�/�///'�/�' County of % "w ✓`�
THE UNDERSIGNED hereby gives notice thal improvement will be made to certain real property,and in accordance with Chapter 713,Florida Stalutes,
the following infortnation is provided in this Notice of Commencement� ���/ ��/��•/`.A'�� �()„ '�
1. Description of Property: Parcel Identification No. �� (/��� ��,0
Street Address: �f.. !'M v�f/• O
2. General Description of Improvement � � � C� / T' . ✓ t✓�.
CJCC � �'C �-Q
3. Owner Information or Lessee information if lhe Lessee contrected for the improvement:
���� ���� a
3/���a es�lA,��/Y��i. �',�/�yl�S �'� .
Address C' State
�nterest in ProPerry: Rcpt:1745187 Rec:�� 10.00
Name of Fee Simple Titleholder DS: Q.00 IT: 0.00
,(�'/�/f-/LS' (�f�'ffji��'fr°�72°.�[Crs`��� �2/03/2016 L. K.-, Dpty Clerk
Address L _ /_`� ' Ciry • State ,
4. Contractor T�(iY'
�a"'�-�. Y/C �c�a-�'�iGG�S �
Address �7 q. �7 �t� ��� Stale
Contractors Telephone No. ��'/O� �b�� �
5. Surely:
Name
Address City State
Amount of Bond: $ Telephone No. _ PAULR S 0'NE I L,Ph D PPSCO CI_ERK & COMPTROLLEh
0�%t?3f2�Z� :.b./��am a of 1
6. Lender. Name �� �'Z� .����� rt.. ����
Address City State
Lenders Telephone No.
7 Persons wilhin the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(�,Florida Statutes:
Name
IAddress City State
Telephone Number of Designated Person:
8. In addition to himself,lhe owner designates of_
to receive a copy of the Lienor's Nolice as provided in SecGon 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner•
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury,I declare that i have read the foregoing nolice of commencement and tha e facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee,or Owne s or Lessee's Authorized
OfficedDirecto r/PartnerlManager
�,�r,� CHRIS HELGESEN
a°��n MY COMMISSION#FF920719
Signatory's Title/Office
IXPIRES:SEP 22,2019 ¢ ��^ /� � 1� ,�n
The foregoi g nt @(�9�I�p�]�gg�l�{g(�r����i� /v day of ,20�_,by I—i�l.[il IL_/�"i O '✓/Z 0(�
(type of authority,e.g.,officer,trustee,attomey in fact)for
� W VL P� (name of rty o If of ins a� as executed).
Personally Known❑OR Produced Identification❑ Notary Signature
Type of Identification Produced '— �L Name(Print) V/�/I /S
wpdata/bcs/noticecommen cement�c053048
e��-�eo-ooso City of Zephyrhills Permit Application Fax-813-780-0021
, • Building Department
Date Received � � phone Contact for Permittlnq —
TT�7_7_'I_r_r _ __ -1-7-f-i�f �
Owner's Name FIG�I'1 I� p �- � Owner Phone Number
Owner'sAddress � /c,Z�b /'`�nZQ� �� Owner Phone Number
Fee Slmple Tftleholder Name Owner Phane Number
Fee Simple Trtleholder Address
JOB ADDRESS 3 L oZ �/� � � n+ � �� I 1�'e- �{ /1 `� S LOT� �
SUBDIVISION PARCEL IDfJ 3�/-� s a�r�-o f80-oaar� a�� �
(OBTAINED FpOM PROPERTY TAX NOTICE)
WORK PROPOSED e NEwCONSTR B ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
I PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK S�/t-�J 1���Y47 1 LZa�6� CGZ v 0 i� r ` V PW �
',� -
BUILDING SIZE SQ FOOTAGE (a�s(� HEIGHT �
QBUILDING VALUATION OF TOTAL CONSTRUCTION
IQELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
I QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � COMPANY �1�{� C �S L�_G'
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address �'(�' �f� I � License# C��l. �S7 �
ELECTRICIAN ' COMPANY ,�!O 1A��� e�� L�P CYYj L
SIGNATURE REGSTERED Y/ N FEE CURREA Y/N
Address ����� �l I v/��i 1 Z� /J/y`/�/s�T [�'c� 3cx�,,30��
License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N
Address License#
MECHANICAL COMPANY
i SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,ConstrucGon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilifies&1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safery Page;(1)set of Energy Forms.R-O-W Pertnit for new consWc6on.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permi[for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans. .
""PROPERTY SURVEY required for all NEW construction.
Directlons:•
Fill out application completely.
Owner R Contractor sign back of application,notarized
If over 52500,a Notice oi Commencement is required. (A/C upgrades over S7500)
" Agent(for the contractor)or Power of Aitomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIITING (copy of contraU required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurveylFootage)
DrlvewaysNot over Counter ii on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what Iicensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended). If valuation of work is$2,500.00 or more,I
I ce�tify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive '
Lands,Water/Wastewater Treatment. �
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering i
� Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Nealth Unit-Wells, Wastewater Treatment, ,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Fedaral Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer '
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent •
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
I the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
i plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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 ATT N Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDAJURAT(F.S. . ) ,.,} _
OWNER OR AGENT CONTRACTOR,J L
�S sc d and swom to or a]�irtne fore m this S pscri and sworn o or affirtn ore me Sh�is
v�by rnC t ��M�Z/L l ��by �G�.t/�e �U VL t'�f����1
o is/a e ersonally known to e or hasfiave produced o is e Rersonally known to m r haslhave produced
�� � . � (�-� as identification.
Ci�6�S P$ Q Notary Public �YL h 5 / /� [ CP S L� Notary Public II
Co iss' No. Com ssio
/ V �.
ame of Notary typed, rin ed o N ota t , ri r stam ed
CHRIS HELGESEN o4�Y,Ls CHRIS HEL6ESEN
=°��'r PUB6o MY COMMISSION#FF920719 r.:• �o MY COMMISSION#FF920719
�,�� IXPIRES:SEP 22,2019 ��'� IXPIRES:SEP 22,2019
Bonded through 1st State Insurance �O� Bonded through 1st Shate Insurance
;. _ � ,
7/15J20(5 Florida Building Code Online
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���.r�{,��n�,����rf u BCLS Home �Log 1� 3 User ReglstraUon ? Not Topl6 F SubmR Sur[harge � Stats&PaUs � Whllmtion�� �FBC Staff•�* BC15 Siie Map J Unks i�Search ; , I
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liia
�V,��,� FL# FL15491-R3
App!(cation Type Revision
Code Wersion 2014
Appiitation Status Approved
Comments
Archlved '
Product Manufadurer Structall Buliding Systems,Iac.
Address/Phone/Email 350 earbank Rd.
Oldsmar;F6 34b79
(813)855-2b27
kmatuza@structail.com
Authorized Sigriature frank Bennardo
frank@engexp.com
Technical Representattve
Address/Rhone/Email
Quaiity Assurance Representative
AddressJPho�e/Ema11
Category Roofing
Subcategory Metat Roofing
CompNance Method Evaluation Report from a fiorida�Registered Architect ora licensed Plorida
Professional Engi�eer
,+° Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L,.Bennardo,P.E.
Evaluation Report
Florida Ucense PE-004SS49,
Quality Assurance Entity RADCO,INC.
Quality Assurance Contratt Expiration Date 05/Ol/2016
Vaiidated By Keith E.Lorinos,PE
�J Validation Checkllst-Hardcopy Received
Certiflcate of Independence F�y5�91.R'� Oi I�d n,ncif
Referenced Standard and Year(oP Standard) Standard Year
ASTi+1 E72 1998
ASTM E72 20D5
ASTM E64 1991
Equivalente uf Product 5tandards
Certified By Florida Licensed Professional Enginee�or Architett
�115491 R3 Eaufv EAuiv.�df
Sections from the Code
Product Appravai Method Method 1 Option D
Date Submitted OS/U1/2015
, � Summa of Produets
FL# . Model,Number or Name Descriptton
15491.1 Snap-N-Lock Panel EPS Foam Core Composite Panel,3",4"8�6"with AI minum or
Steel Skins
Umits of Use Installatlon Instrudione
Approved for use in HVH2:Yes F�15491 R3 11 Dwa.odf
Approved for use outside HVHZ:Yes VeriFled By:Frenk L.Bennardo,P.E.PE-0046549
Impad Reststant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Drewing N0.15-2409a for Panel Umltadons& FL15491 R3 AE Eval.odf
Spans Created by Independent Third Party:Yes
Back Nerl
Con�Us::1940 Narth Momne Stm�G Taflaha�w+R 32399 Phone:850-487-1824
Tha State of Floddn Is an AA/EEO emWaYer.�oavdaht 2007-2013 State of FlOAda.::Prlvaa Statement::Accesslbltitv StaMment::
Under Flwida law,emali addresses are Dublk rewrds.If you do not want yaur e-maSl address released In rnsponse to a pubilc-records request,do not nd electronic
mail to this endty.Irstend,mntad the offl�by phane ar by traditlonal mall.If you have any questtons,D�Qase[ontact 850.487.1395.•Pursuant SecUan
455.275(1),FIOfldH Stetu[eS,eRecqve O[tober 1,2012,II[¢�S 1102n5Ed utldCf CIWpt2r 455,F.S.must provide the Departmert[wlth an emali add It they hev2
One•The emalis provlded may be used for otflctat communlpUon wlth the Itcensee.However email addresses are Dabtic reoord•If you do not wish to su ly a pe�sonal
addre.s,please provlde the Departrnent with an emall address whid�mn be made available to tl�e publlc 7o determine if you are a Iitensee under Ciia er 455,F.S.,
please dldc hern.
Produet APProral Ac�pts:
����
SCNR[ 91lTNIC:S I
• i
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I
7/22/20L5 Fiorida Building Cale�niine
�., : �, '�j��
� ;� . .y;
` y s ° 9 " � . � ' t 6
�' �6r��i`� :.�`� „r -
�ty,rj�d�y�j��t BCIS Home � Log Ip i Use�.RegtstraWn � Hot Topic. i Submit Surcharpe � Stats&Facts ( Publiptian5 i fBC SWff ; BC15 Site Map � Unks ± Search j
Bus�nes � �,
Professi�rlGl ProductApproval
� USER:Public User
��C-�ll��t1011 '
Produc2 Anorwal A1anu�Produrt orAoollcation Search>Anolicatio�t35t>Applltation OeWil
�r, '�-�r ryy.- �e..
,$�;4pu Q „ ' FL# FL15213-R2
»:,.-.
Applicatton Type Revision
Code Version 2014
Appiication Status Approved
Comments
Archived
Produtt Manufacturer Ptastpro Inc./Nanya Plastics Corp.
Address/Phone7Ematl 5200 W CENTURY BLVO.
LOS ANGELES,CA 90045
(440)9b9-9773 Ext:lb
rickw@rvvbldgconsuitants.com
Authorized Slgnature Vivian Wright
rickw@rwbfidgconsultanis.com
Techntcai Representative Scott Johnson
Address/Phone/Ertiail 5200 W Century Blvd.
Los Angeles,.CA 90045
(440)969-97�3 Exb 18
scottjohnson@ptastprainc.com
Quali[y Assurence Representative Ron O'Con�ell
Address/PhonelEmail 5200 W Century Bivd.
los'Angeles,CA 90045
(440)464=9773 Ext 16
ronoconnell@plastpro.com
Category Exterlor poors �
Subcategory Swinging F�cterlor�oor Assembiies
Complian�e.MeYhorJ Evaluation Report from a Florlda Registered Archltect or a Ucensed Fiorida II
Professionat Engineer i
1; Evaluadon Report-Hardcopy Received 'I
' Florida Eogineer or ArchiYect Name who devefoped the Lyndon F.Schmidt,P.E. I
Evaluation Report
Florida Llcense PE-43409
Quallty Assurance Entity Natlonal Accreditation and Management Institute I
Quality Assurance Contract Expiration Date 12/33/2018 I
Validated By Ryan].King,P.E. '
! Validation Checklist-Hardcopy Recelved '
Certificate of Independence FL15213 RZ COi CERTIFiCATE ef INOEPEN�ENC�.odf
Referenced Standard and Year(of Standard) � Year
SOly7.5:2 1997 'I
, 101/I.5.2/NAFS 2002
' AAMAIWDMA/C5Aid1/I.S.2/A440 ?Od5
ASTM-E1886 2002
ASTM E1996 2002
ASTM E330 Z062_
TAS 201,2D2,203 1994
Equivalence of Product SWndards
Certified By
' -�
' �i,��T,-:;
�,3��ii�i�`'.
s, tr., y 8 " � ' a � ' i a. " e .
• w,. .y�
1 � � ' �rY.,`�� .�� `.�iF .
���T[(p�df BCIS Hame } Lag,in ! User Registratlon j Hot Topics � Submlt Surcharge ( Stats�Fads �. Publitaqons � FBC Staff � BCtS SI[e Map � �triks � Search j
, Busines
P����cr' I Product Approval
�� USER:Pubilc tlser
R�gulat�on
� � Prod�tt AODrov�l Me�U>Prndud or Ao�iG�tton 5earth.>-ApoiicakiOn�15L�>ppp�k8;1p�patap
�y` ' �.'# �7��
AppiicatiomType New
Code Versfon 2014
Appiicatlo�Status Approved
Comments
Archived �;
Product MenufattureP Ply Gem 5iding Group
, Address/Phone/Email 2405 Campbell Road
Sidney,OH 45365
(937)498-6720
ala n.hoyiny@plygern.�orn
Authorized Signature Alan Hoying
alan.hoytng@plygem,com
Technical Representative
A'ddress/PhoneJErriai I
Quality Assurance Representadve
Address/Phane/Email
Category Panel Wails
Subcategory Siding
Compliance Method Evaluatlon ReporC f�om a Florida Registered Architect or a Ucensed
Florida Professional Enginee�
{� Evaluation ftepart-Hardcopy Recelved
Eiorida Engineer or Architect Name whb devefoped AUen N.Reeves
the Evaluation Rsport
Florida Ucense PE-19354
Quality Assurance Entity Architectural Testing,inc.
quality Assurance Contract Expiration Date 12J31/2018
Yalidated By Ted 8erman,PE
� Valldation Checklist-Hardcopy Received
Certificate of Ipdependence FL17640 RO COI VariformSidingCOl-2014FBC.odt
Referenced Standard and Year'(of 5tandard) Sta�dard Year
ASTM D3679 2009
Equ[valence of Product 5tandards
Certified By
5ections fram the Code
Product Approval Method Method 1 Option D
2 �
Date Submltted 04/15/2015
Date Validated 04/24/2015
Date Pending FBC Approval 04/27/2015
Date Approved O6/23/2015
Summa of Produets
FL# Model,Number or Name DescHptfon
17640.1 Variform Siding Vinyl and Palypropylene Siding
Limits of Use Instaltation Instruettons
Approved for use En HVHZ:No FJ..17640 RO II Variform5ldinaInstallatlon-2014FBC.odf
Approvad for use outslde HVHZ:Yes Verified By:Allen N. Reeves 19354
Impact Resistant:Yes Created by Independent Th(rd Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Product Evaivation for Product Design Pressures Fl 17640 RO AE VariformSidinaProd� enalysis-2014FAG.odf
F1.1764Q RO AE VarifarmSidinaProductEvaluation-
2014FBC.odf
Created by Independent Third Party:Yes
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Contact Us::1940 NarM Monroe Sheet 7allahassee FL 32399 Phene:ESb487-1824
The State of Florlda Is an AA/g0 employer.toov�taht 2007-2013 State of Florlda,:;Prlvaa Statement::Aaesslbllitv Sta[ement::$�,$j�j�p(
Uroder Florlda law,emall addresses are publlc records.If yau do not want your e-mail address released In response to a publirrecords request,do mt send etedronlc
mafl to this eMity.Ir�stead,mn[aG the afflce by phor�e or by tradlGonal map.!f you have any questtons,ptease coMad 850,4W.1395.•PursuaM to SecUon
455.275(1),FlOAda Statutes,effective Oaaber 1,2012,llcPnsees Iloensed under Chapter 455,F.S.must Orovl6e the DepaRmeM wlth an emall address If they have
one.7tee emells provlded may be tned for offldal mmm�ml�tlon with the Iloensee.However ema�l addresses are Wrbflc rewrd.If you do not vrish to wpplY a
personal address,qease provide the Depertment with an emall addmss wh1Ui can be made avallabie to tl�e publtc To de[ermine!f you are a Ilaensee ur�der Chapter
455,F.S.,qease didc here.
Prodact Approval Aceapts:
����
E[CIIii 8t1.TRICti
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, REV• 8 APRIL.2015 . 14080003 v Y
HR Englneerit�g, lnc. � 1I r,�►rr.zoiz PROJECTNO illooa�-s ��'1 .� a
' �� PLYGEM/'VARIFORM 8Y: A. REEVES ��� VINYL SIDING INSTAr.LATION
. . •� , 16". . .
. s'l�7D&i�i.4II, . �
SHEATHINC��ORPLYWOOD AC�Tp ST(�g . '�
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. . . _ . f !
GE�NE,RAL 11TUTES �
������u+un�ruu������ � �-
- 1.NAII„S AIt�GAL,VANIZED STETsL ROOFING NAILS,1-1/2"LONC�, �����N N• R���ii, - .
W1TH 1/8"DIA�+lET�t SHANKS,AI�ID 3/8d DLLs►►METIIt AEA,DS. `�`��ti,,�G E N• ��'�!. . ' :
2.ALL 9TUDS MUST HAVE NAILS IN THEM ANIS ALi,NAII..4 � Q`, \• �� .s � '
=�: No. 19354 •,��
M'UST BB IN STUDS. _ � _ .
3.SHEAT�TG MUST HE NAtI.ABI.E WTI$A N�2UM �73�. ,'�� �
THICI�iE3S QF 5/8",ADID PLYWOOD M[7ST BE AMIl�VIUM �O�. �TATE OF , �\
OF 1/Z"THIQC ' '�i� �' .C p R�O 4'G\?���
�'fO sS� � ' � ����
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4.FORALIbWABLEDESIGN WIlVD LOADS ON VINYL SIDING ����m� t�u�`��
��ut
USING THIS INSTALLATION PROCEDURE,SEE EVALUATION ?�� ey, �Q � �
REPORT FOR PLYGEM/VARIFOBM SIDING. ��%�r✓ „• /u��
' 1� APRI t,. z o��
5..THE INSTALLATION DETAII.,S SHOWN ON THIS DRAWING ARE
, IN CONFORMANCE WITH FI.ORIDA BUILDING CODB ZOI4, '
ii PARAGRAPHS 1404.9 AND 1405.14;PLUS FTARIDA RESIDENI7.AL ��N.��P�y SECB
CODE 2014,PARAaR�APH 703.11. S�•���
. . ' Florida Lice�se No. 193S4
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�5�,'�(�!y��p�(d BC15 Home. ! Log in � User Registretlon � Hot Topirs � Suhmit Surrharge � SWts&Fads � Publkadans � fBt Statf � BCiS 5lte Mep � Links ( Seafch �
���..�
Busines
P�O��Cr� � ProductApprovai
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� ProdtKt Aoorova)Menu>.Pn7dUct or-Aoo1lWLlon Searih>Aooliptipn LISk>:Appllotiorl DatnU
! '
� : �i � �� FL163-R6
Apptication Type Revision
Code Verslon 2014
� Appiication Status Approved
Comments
Archived �
Product Manufacturer Custom Window.Systems Inc.
AddressJPhone/Emai! 1900 SW 44th Avenue
Ocala, FL.34474
(352)368-69Z2
ekoss@cws.cc
Authorized Signature Koss Ertn
, ekoss@cws.cc
Technical Re{iresenWttve Erin Koss
,
Address/Phone%Email 1900 SW 49th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
, Qualityl�ssurance Representative 7ay Lathrop
Address/PhonelEmail 190Q SW 44th Ave.
Ocala,FL 344�4
(352)368-6922 Ext291
jlathrap@cws.cc
i
,
Categary Windows
Subcategory Sin9te Hung
Compliance Method Evaluation Report from a.Florida Registered Architect or a Ucensed
Fiorida Prafessional Engineer
�!s Evaluation Report-Hardcopy.Received
Florida Engineer or Arthitect Name who developeil lucas A.Turner
the Evaluation Report
Flortda License PE58201
Quality Assurance Entity Keystone Certif{cations,Inc.
Quality Assurance Contract Expiration Date 02/237Z025
Validated By Steven M, Urlch; PE
J Validatio�Checliiist-Marilcopy Received
Certificate.oPIndependence �t i63 Rb G[�t EvaiReo CNtS-4fi5D�,SN-3500).vdf
Referenced Standard�and Year(of Standard) 5landard Y��.0
ANSI/AAMA/101/I52/A440-05 2005
ASTM E 1300-04 Z��
Equivalence of Product Standards
Certified By
Sections from the Code
i~ . �%°`,.� I
i
� `
Praduct Approval Method Method 1 Option D
. Date Submitted 02/23/2015
Date Validated 02/24/2015
Date Pendirtg FBC Approval 03/OS/2015 �
, Date Approved 04/15/2015 �
Summa of Products I
PL# Model,Number or Name DescHptton
163.1 3500 Single Hung 3500 Single Hung
Limits of Use Installetion I�utructions
Approved tor use in HVHZ:No FL363 R6 II CWS-466D(SH-35001.odf
Appwved for use outstde HVHZ:Yes Verifted By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Thtrd Parly:Yes
Design Pnessure:N/A Evatuatlon Reports
Other.3500 Single Hung Equal Ute H-C35 56"x 91"; 3500 �163 R6 ae EvaIReQ�WS-466D(SH-3500).odf
Single Hung Oriel H-C35 56°x 91". Created by Independent Thtrd Party:Yes
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ContaR Us;;1�Narth Monro St .Tallaha«F �2� phoree:850-497-1624
The State of Flodda Is an AA/EEO emploYer.Coovriaht 2007-2013 ey�te of Fla�da.::erfvacv Statement;:Aocen!hIIIN Sta[ement;;Refurd S�tement
U�er Florlda law,email addr�ses are publle remids.If you do rto[want your e-mail addrea release�In response to a publlo-reoords request,do rrot ser�d electr�miic
mall to Ws enUty.Instead,mntM[he offlce by pMne or by dadltlonal mall.]f you have arry questlons,qease cortact 850.487.1395.•Pursuartt to Settlon
455.275(1),FlaAda Statutes,effective October 1,2012,Ilansee5 Ilcensed urtder Lliapter 455,F.S.must provlQe the DepartrneM wltli an emall eddress It they have
one.The emalis provided may be used tor offidal eommuNcaGon wttl�the Ilarsee,However emall adOress�s are pubifc reaoN.if you do not wish to suppty a
perso�al address,please provtde the�epartrnerK wtth an emall address wHch on be made avallable te the pubilc To detertnirte if yau are a Ilaensee under Chapter
455,F.S.,piease dick�.
Produet Approval Attepts:
�� ��
SCQIJ7 ]tlT0.1C5
SINGLE HUNG ELEVATION,(NON-IMPACT�, GENERALNOTES:
� 1.THE PRODUCT SIiOWN HEREIN IS DESIGNED MlD WI���SY�"r�►LLi
MANUFACTURED TO COMPLY WfTH THE FLORtDA BUILDfNG CODE �gpp SW 44TH AVE.
(PBC),CURRENT EDITION. OCALA,RORfDA 34474
2.OLAZWO OPTIONS:(SEE SHEET 2) W�•GWS.CC
57 1/4'MAX.OVERALL
67 t/4'MAX OVERALL FLAIV6E WIDTH 3.CONFIGl1RAT10NS:'O/X'
Fuwce wwTt+ � ss•MNC UNR WIDTH 3500 ALUM.
es•nenx.uNtr WIOTH , 4.DESIGN PRESSURE RATINO(SEE SHEETS 3-5): SINGLE HUNG
�-4�°LO � -NEGATNE DESIfiN LOADS BASED ON TESTED PRESSURE AND
( 53.]18'OLASS oL0 I A p I GLASS TABLES ASTM E-1300-04. NON-IMPACT
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
� � 1 �--' �� �� INFILTRATION TEST PRESSURE AND GLASS TABLES �n co a �
� sz va- �t�a• ASTM E-1300•04. � � � a �
AAnx
� O EV�RALL OVERALL E 5.ANCIiORAGE:THE 331/3%STRESS fNCREASE HAS NOT BEEN �S � o,� o
FLANOE HE�� » USED IN THE OESIQN OF THIS PRODUCT.SEE SHEETS 10-12 FOR
� ►�EIGHi I B INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1. � w m
� I �y1G Io WAS USED FOR WOOD ANCHOR CALCULATIONS. N
N
i B�� O DLO S 9r O I G�WSS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � ~g � O
! i HME GHi u� I ��� SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS R6GlON. � � U � ;
� � HE�aHT 7.ALL FRAMES SCREW ED TOOETHER.SPAALL JOINT SEAM SEALANT � �,��R o �
USED AT ALL FRAME JOINTS. I � � w�� �
� o a
� i 8.S E R f E S/M Q D E L D E S I G N A T I O N S H-3 5 0 0. I � g� Q(Q U
jI 3 0 1 5�1 6' 9.THB DESIGNATION X AND O STAND FOR TIiE FOLLOWINO: � 9 � � o
� I M,� V I �5 9/16• X o OPERABLE SASH,O=FIXED SASH. o � m a O
SnSH /\ 291L4' MpX, X z
I NEIGHT �� �H ��� 10.ORIEL UNfTS AS SHOWN UP TO 56'x 91'ARE RATED±35 PSF. ��N� +�i�
� DLo HEIGHT p�p FOR DESIGN PRESSURES OF VARIOUS SLZES BASED ON ������,NORE4y T�i���
i � �UALIFIED�LASS TYPES.SEE COMPARATNE ANALYSIS.flEFER ��'y� G�ry•• G �i
I �-- ——— —— — TO SHEETS 5 8 9. ��J" ��'�•••••sF•��c�L
�.i�` No 59201 ';��
� ^ I 11.EQUAL UNRS AS SHOWN UP TO 56'x 91'ARE RATED f35 PSF. ?*; * ;*C
� SLitl,t�cu�ss oLo�l o � I FOR DESIGN PRESSURES OF VARIOUS S¢ES BASED ON '.o. �a,=
� �UALIFIED GLASS TYPES,SEE COMPARATNE ANALYSIS.REFER '9�, 6TATE OF .��
� SLtlliti GlAss DLO--� TO SHEETS 3,4 8 8. �O: �u:
ORIEL EQUAL SPLIT ,����FS�'��R��P Oa�,,
{ SEE NOTE 10 12.SECTlON CALLOUTS FROM ELEVATIONS APPLY TO ALL i���8/�NA`�N���
SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. hp�����p���
� ���'
� Lucas A.Tumer
I 2015-02-23 LUCAS A.TURNER,P.E.
i 16;14-05:00 FL PE u 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
j PH.941•980-1574
1
� s o cr+ :
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENEHAL NOTES 8 ELEVATIONS.....1 M N B : DA :
GLAZING DETAILS.............................2
ADE 03/18l09
DP CHARTS......................................3-5
SECTION VIEWS B ALT FRAME.........6 °�� �
EXTRUSIONS 8 B.O.M........................7
MfCHOR SCHEDULE 8 NOTES......&9 CWS-466 D
� SHEET
INSTALLATION DETAIL...............10•11 125 1 OF 11
I 1!8'MlNEAIED t/8'TEMPERED 3�78'ANNEIILED �3I16'TEMPEHED
� -� r- --� r- --� �- --� , ����
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
j INSTAOLAZE 3 PISTAGLAZ6 3 WSTAOLNZE 3 INS7AGLAZE 3
I PURFECT OLAZE'H' PllRFECT 6LAZE'H PUHFEGT GLAZE'Ff PURFEC7 GU1ZE'H .
TREM6LAZE 5500 �TREMGLAZE SS00 6 TREMf3LAZE 5500 ( TREMGLA2E S500 �pp ALUM.
�
SINGLE HUNG
i
NON-IMPACT
I ]CL GLASS BITE ]LZ GLASS BRE }2 GLASS BRE ]fC GU4SS&TE
� 1 N ^ N �
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� 000ao
I, B 8 8 —� W m
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GIASS TYPE A GLASS TYPE B GU1S5 TYPE C GLASS TYPE D (
� �u r
1 O �I V � �
I I �Q �(6 p N
� I ? S i� ' O
� YB'OVERALL SB'OYEflALL 5�8'OVERALL I s
� 5�8'OVERALL i
G U m ¢ O
1/8'ANNEALED i 1!e'TEMPERED 3i16'ANNEALED I � 2
3/16'TEMPERED
' 318'A[RSPACE 3!8'AIRSPACE 1/4'AIRSPACE �E ,�����D�W�h���
' I I 1/4'AIRSPA p-c�P......., T i�
� UB'ANNEALED 1!B'TEMPERED - yf6•ANNEALED , ��� ••'GEN �'•G,p���
� 9l16 TEMPERED `��(�P;.•�,\ 8�`•.'7���
rJ; �
� ( � � I ��; No 58201 ;1�.
� INSTAGLNZE 3 INSTAGUI2E 3 lNSTAOLAZE 3
; INSTAGLAZE 3 � I p�pFECT GLAZE'M PURFECTdLAZE'H' PUHFEGT GLAZE'Ff �iF; * :*�
� PURFECT GLAZE'H' B TREMGLA2E 5500 �
` g TREMGlAZE5500 6 TREMGLAZES500 6 TREMGLAZES500 �A� STATE OF .���
.
' —f �T'•.A` P:����
i 1/2'GLASS BRE L2'GLASS BIiE 1J2'GLNSS BI7E 1l2'61A33 BITE ,,����i%s�ONA��0�`,,
I
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� 7J2312015
i tUCAS A.TURNER,P.E.
� e FL PE it 58201
1239 JABARA AVE.
I e e NORTH POAT,FL 34288
e PH.941�BO-1574
E ION:
i GLASS TYPE E GLASS TYPE F GLASS TVPE G GLASS TYPE H GLAZING DETAIL
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GWS•466 D
• SHEET
1:1 2 OF 11
.... _ ... . . DP CHART:EQUAL SPLIT W/CUPS ._. _. .- - - -
� � � DESKiN PRESSURES FOA EIX1AL SPLITCONFKiUFillTqN WI111 At�FIOR CI.IPS(SEE NOTE Yj
. _... ............. ..... ... _.. ._. _.. .__.__. ._...._._ ._ ., ._..--- -._. ._ .. ..._..-.-'-'- -.._ "" ''
_..:.._ - - -- - WINDOW SYSTBdS
Overall Flange _Unit _Ove211.flange Wldth �'73� �� �'� �� �� �� �� �'� �'t� �'� 1900 SW 44TH AVE.
He! t Hei ht UNt Width � � �� ��� �� �� �7J00 �7.500 st.875 56.00o OCALA,FLORIDA 34474
m.�ao rr.eoo auTypeA .sao/-m.o .sao/ao.o .sao/ao.a .so.o/•�o.o .so.o/-m.o +so.oJ-�o.o .sna/-m.a +so.o/ao.o .so.o/-�1 .so.o/-�a.6 www.Cws.CC
ass o F G H .sao/-m.o .so.o/-mo .sao/•�o.o .so.ol•mo +so.o�ao.o +sao�.mo .saai-xio .sao/-mo .sao/�e.i .so.o/��a.e FIGURE 3.1 (SEE NOTE 21
�.� �� GlmsTypcA .sao/-m.o .sao/-raa +sao/-mo .w.o/-m.o .w.o�-m.o .so.o/•rao +saa/-�.a .sao/�sao .sao/•s�.a .sao/-ss.s �MP�E36"x6Y'THRUFRAMERHRUp1PCOlABINA'iION
qast D, F G H +50.0/-T0.0 +50.0/-70.0 +50.0/-70.0 *50.0/-�.O +50.0/•70.0 +50.0/•70.0 i50.0/-�.0 +50.0/-66.0 r50.0/•59.3 �50.0/-55.5 3500 ALUM.
�� � aassTypep •so.o/-m.o +so.o/ao.o .so.o/-m.a .5o.o/ao.o .so.o/•ta.9 +50.0/•619 +Sno/-s�.o +w.o/•s3.s •sao/-sai .ae.4/aaa �EF7JAMB:USINGINSTAILATIONCLIPANCHORS SINGLEHUNG
WassT B C D F G H �50.0/-70.0 +So.o/•70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +A.O/-6L9 +5no/-57.0 +50.0/-53.5 �50.0/-50.1 �4/-4a4 RIGHTJAMe:ANCHORSTHRUFRAME NOWIMPACT
J&!73 r�123 �ssiypeA �50.0/•T0.0 +50.0/'70.0 +50.0/•70.0 +50.0/•70.0 +50.0/•66.8 +50.0/•59.8 +50.0/•54.1 +50.0/'S0.2 MG8/-46.8 +44.8/-4G.B pp�CHORSTHRUFHAME
WauT B. D F G H �50.0/•70.0 K0.0/'70.0 �50.0/'70.0 �50.0/-70.0 K0.0/•66.8 +50.0/'S9.8 �50.0/•54.1 K0.0/'S0.] M6.8/-46.8 M6.8/-448 �Q:
GlmsTypeA .so.o/-m.o +sao/•io.o .so.o/ao.o .so.o/•ea3 +so.o/•�o +so.o/-s�.z +sno/-si.s a�.3/-a�.3 .at9/-oz.9 .aa�/-an� �USINGINSTALLATIONCLIPANCHORS ,,, � N �
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6'MAIf. 18'MNf.O.C. o 0 0 � �
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627BD 67.60D astsTypeA +50.0/-70.0 v5Q0/•140 +50.0/•669 +50.0/•60.6 +50.0/•SS.O a5p,0/•50.9 +49.1/-09.1 M39/�43.9 +39A/-39.0 �35.1/•35.1 �- 18'MAX.O.C. '^ � v � �
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Glau B, D.E,F,G H +50.0/-70.0 �50.0/-�.0 +50.0/'fi6.9 +50.0/'60.6 �50.0/'S5.0 +50.0/•Sa9 �a84/�8.4 ti9.7/-43.7 Ha9/•369 H5.4/3i4 � � � � Q
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T &C D, F,G H �50.0/•70.0 Ko.O/•70.0 .50.0/-66.5 +5o.0/-fA.6 +540/-55.0 v50.0/-50.9 W7.5/-47.5 +428/-CL8 +3A7/-357 H5.3/-35.3 = a p ? Q
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�� ��� qeu B C D,E F H i50.0/-70.0 a5a0/-67.0 +50.0/-m.4 +50.0/•57.8 K0.0/-53.0 M9.4/-49.4 M6.0/-46.0 Mil/-a7.1 �384/•3&� +35.2/-352 O U m ¢ Z
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dassT 0 E F G H K0.0/-fi6.3 +50.0/-6t3 Kn0/-58.8 +50.0/•53.4 �69.0/-49.0 M5.7/-05.7 M27/-02.7 M0.0/-00.0 �37.4 -37A a3q.7/-34.7 ���`�NpREW����i,
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Gls� B D F G H +50.0/�6D.I +50.0/-57.7 a5Q0/•S48 K0.0/•SL4 +d7.3/-07.1 +43.5/-435 Mnl/�d0.1 H7.4/•37.4 HC.2/•30.2 +3L6/-3L6 r9�, BTATE OF .�Ww
auTypeA +50.0/•55.1 +50.0/-SZ6 +50.0/-50.7 M7,9/-47.9 M5.0/-45.0 +4L2/-4L2 H61/38.1 t35.5/35.5 +3t1/-32.1 i30.1/-30.1 8'MAX. 18'MAX.O.C. �iy�O�;.,p P.;���
�� �� usT B D E F 0 H �50.0 •SS,1 +50.0/•526 +50.0/-50.7 M7.9/d7.9 �45.0/-45.0 M1.2/-4L2 +38.1/38.1 i35.S 35.5 +3i1/-37.1 H0.1/-30.1 ��iFS'��R:�'NO;���
�� �� GlassTypeA +50.0/-51.4 �t9.0/�49.0 H7.1/-47.i +d4.2/�442 +47.4/-0L4 HA6/39.6 a36,6/36.6 +3.i.7/•33.7 *30.7/-30.7 �2&8/-78.8 ���is�ONA„�����
passT D F G H �50.0 -SI.0 +49.0/-09.0 +87.1/•07.1 M4.2/-40.2 +424/�4L4 39.6/-39.6 H6.6J'36.6 a33.7/'33.7 �30.7/3Q7 r30.0/-30.0 ry
�� ��GlassTypeA +662/-0a2 +�5.8/-45.8 M3.9/-43.9 MLl/-0Ll �39.2/-39.2 �381/-3&1 H5.2/'35.2 yL1/-3L3 �29.5/•29.5 �27.6/-27.6 zf'-
61m 4D E.F.G H +d&2/-6&2 +45.8/-45.8 M3.9/•43.9 +4L3/�4L1 H9.2/39.2 ti381/'381 H5.2/'35.2 +3L3/•3L1 �30.0/•3a0 +30.0/30.0 yZ3lZ��5
�� �.� dass7ypcA �45.7/-45.7 M3.4/-03.4 MLS/•�15 +38.7/•38.7 a36.7/-36.7 H5.6/•35.6 +39.7/•33.7 F30.9/30.9 �28.4/-1A4 i2G6/•26.6 LUCASA.TURNER,P.E.
dass B.CD. F.G.H N5.7/d5.7 +39.4/-43.4 a0L5/•BLS �3&7/-387 +3fi7/•367 s35.61-35.6 H9.7/-33.7 �30.9/d0.9 �30.0/•30.0 +30.0/-30.0 FLPE�58201
1239 JABARA AVE.
NORTH PORT,R 34288
PH.941-380-1574
DESC .
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CLIPS
N BY: DATE:
NO7ES: ADE 03/16l09
nwa�: ..
1.IF SIZE IWTENDED IS NOT SHOWN,USE NEXT LAROER SIZE.
CWS-466 D
2.THRU FRAME OR THRU CL{P ANCHORS MAY BE USED AT ANY SIDE OF W INDOW WHILE MAINTAINING THE RESPECTNE SPECIFIED SPACING(I.E.,THRU FRAME ANCHOR SPACINCi OR THRU CLIP ANCHOR SPACING). . SHEET
REFER TO FIGURE 3.1 FOH EXAMPLE THRU FRAMFJfHRU CLIP ANCHOR COMBWATION. 1:1 3 OF 11
I
DP CHART:EQUAL SPIIT
�, . _. _ ...._.___..._.....__.._�.�___.............1....__.---...------....._._...._._.._. ....�. ._. . ... ._. _. ..- -� -- -
UESI(fN PRESSURES FOH EOUAL SPLtf CONFKiURATqN.LAAIfED BY GIASS AND TES7ED PRESSURE LMIfA710NS�
_ � ; - - I � WINDOW SYSTEMS
, , � � � ,
Overell FHnge UMt. .._...._._Overall,Flm�e Wldth �� �� �� �� �•� �� �� �� 'mt� '��' 1900 SW 44TH AVE.
Hei nc Hei t UN[VIlIdtA �.wo as.soo zr.soo a�soo ss.rso �.soo u.soo n.eoo a�.eri ee.000 OCntA,Fl.oRtDA3aa7a
QassTypeA �50,0/•7D.0 s5Q0/-70.0 +SOA/-70.0 s5Q0/-7A0 *50.0/-70.0 +50.0/-70.0 +50.0/-70.0 �50.0/•70.0 *50.0/-70.0 �50.0/-70.0 WWw•CWS.CC
�� �� assT B,C D, F,G H i50.0/•70.0 �SQ.O •70.0 �50.0 -70.0 �SnO/•70.0 f5D.0 -70.0 K60 -70.0 +50,0 -7QD a5Q0 -70.0 �0 -MO �50.0 -7Q0
n.� ���au:Tm�a .w.o/-mo .so.o/-�o.o .sao�aaa +sao/•m.o +so.o�-ro.o +so.o�aao +w.o�.c9.a +sno�-s6.i .so.o�.cz9 �50.0/-6L3 �QQ ALl1M.
GlassT eB,t D, F,G,H +50.0 -70.0 �50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0 •70.0 +50.0 -70.0 +50.0 -70.D �50.0 •70.0 +50.0 -7Q.0 �50.0 •68.9
�.� u� usTypeA .so.o/-m.o .sao�-mo .so.o�aao .sao/-7ao �so.o/•�.s *SQO/-61.9 +sao�-szo .so.o/-s3.s ,sao/•sai +aa.a�-ae.a SINGLE HUNG
i�t� a o F,G H +sao •rao .saa ao.o +so.o�-m.o +w.a�•m.o +so.o�-m.o +so.o�•w.o .w.o -mo .so.o ao.o +so.o -e9.a +so.o -ss.a NON-[MPACT
�� ���GlauTypeA vso.o/•m.o ,so.o/•To:o .saa/•%o .sao/ao.o +so.o/-sai +w.o/-ss.s .so.o/-sai .sao/•saz +as.a/-as.e aa.a/-aa.s
GlassT B C D F,G H +50.0 -70.0 �50.0 -TQO �50.0 •70.0 +50.0 •70.0 +50.0 -70.0 +540/•70.0 �50.0 -70.0 �50.0 -70.0 a50.0 -67.0 f50.0 -61.1 � � N ^
ao.�so so.soo c,�usiVven asao/-m.o ,saa/-mo ,sao/-m.o ,sao/-m.o +so.o/-sc.a .sao/-sao .sao/-sLs .m.s/a�.3 M29/-0Z9 +ao.�/-ao.� � � � a
GtassT eB.GD,EF,G,H �50.0/-70.0 +50.0/-70.0 �50.0/-70.0 +540/-70.0 +50.0/-70.0 +560/•70.0 �50.0/-70.0 �50.0/-70.0 +50.0/-63.8 �50.0/-56.1 �
aaaoa
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GImsT eB C,D F,F G,H �50.0/-70.0 +50.0/-70.0 �50.0 -70.0 �SQO/•70.D �50.0/•70.0 a50.0/-70.0 �50.0 •70.0 s5p.0 •66.5 +50.0/-59.4 t50,0/-54.0 Y
ae.tso nsoo Gassrypen ,so.o/-�o.o +sao/ao.o ,sao/-�o.o «sno/-m.o .sao/•�.� +sao/-se.a .m.a/-as.a +aao/�a.o H89/-3a9 .as.z/-�s.� W m
Wass B D, F G H 450.0 -70.0 +50.0 -70.0 �50.0 -70.0 45n0/•70.0 +50.0/-70.0 K0.0/-70.0 �50.0/-70.0 +50.0 �i.6 +50.0/-55.7 K0.0/-50.5 y
�.�, ��WazsTypeA +50.0/•70.0 �50.0/•70.0 +50.0/-70.0 *50.0/•70.0 a50.0/•6L5 r50.0/-55.6 M9.3/-49.3 +49.4/-43.9 +388/-388 �35.1/-35.1 � � � � �
GIusT eB C D F G H �SO.D -7D.0 +50:0 -70.0 �50.0 -70.0 K0.0 -70.0 +50.0 -70.0 �50.0 •7Q0 +50.0 -6a8 +50.0 -6L0 +50.0 -50.3 N9.1 -�.1 m
,�,� s�,�tlassTypeA +50.0/-70.0 +SQO/-70.0 �50.0/-70.0 �50:0/•70.0 +50.0/•6L5 +SQO/-55.2 +49.1/-4A1 M3.9/-43.9 s39.0/-39.0 +ffi.1/-35.1 N � a 'o Z�
qusT e8 C D F G H +50.0 -70.0 +50.0 -70.0 �50.0 •70.0 +50.0 •70.0 +SD.O -7D.0 +540 -70.0 K0.0 -67.1 +50.0 -59.0 KQO -527 W7.7 �47.7 I R � o � p�
38.750 SS.300 Wo3s1YD�A �50.0/-70.0 �50.0/-70.0 t50.0/-7f60 a50.0/-67.4 f50.0/•59.6 ti5Q0/'S3.9 +4&4/�8.4 M3.7/�3.7 �369/'369 H5.4/35.4 �I� � o � I
pau B L,D,F.F,G,H �50.0/•7Q0 K0.0 -70.0 +50.0/•70.0 +50.0/-70.0 +50,0/-7D.0 +50.0/-7DA �50.0 -6a4 +So.D -56.7 +50.0 •50.7 M5.3 •453 I i �• W Ru pG I
�..� ��GIauTyPeA +5Q0/•7D.0 a50.0/-7n0 �SaO/•70.0 KQO/-6i7 i50.0/'S7.3 +540/-SL7 K7.5/-47.5 M28/-42.8 �38.7/-387 �35.3/-35.3 � R ¢ o �j
Glau U EF G H a50.0 •RO V50.0 •70.0 �540 •70.0 +500/-70.0 +50.0 -70.0 a50.0 -70A *50.0/-62.2 +50.0 -50.6 Md1 -481 M13/-93.3 � $ � � Q I
67.000 61.75D aassTypeA �50.0/•70.0 a50.0/'7n0 K0.0/-�.1 +500/-619 �50.0/•55.6 i50.0/'S0.7 tE6.6/-46.4 M21/-02.1 r384/-38� H5.2/'35.2 i ..
GlassT eB D F G X �50.0 -70.0 �50.0 •7D.0 +540 -70.0 +SQO -70.0 i50.0 •70.0 *50.0 -70A �50.0 •6L3 +50.0 -53.5 +47.1 -47.1 ML3 -4L3 O U m ¢ Z
�.� ��Glau7ypeA +5Q0/-70.0 �50.0/-68.9 �50.0/-66.4 +50.0/-59.1 +50.0/-528 +48.8/�48.9 r44.5/-44.5 +4L0/-0LO H7.4/-37.4 +34.7/-30.7 ,��� I�I��
Wofs eB C,D F G H K0.0 -70.0 +50.0 •70.0 a50.0 •W.3 +SaO -67.7 i50.0 -67.6 r50.0 •67.6 �50.0 -59.6 +SQO -51.9 WSS -655 N0.8 �40.8 ������p,N��W TG•���
�� ��GlassTypeA .50.0/•89.0 �50.0/•66.4 +5Q0/-63.5 *50.0/•57.6 .50.0/•SL6 a07.6/-47.6 +43.5/-93.5 +a0.2/-40.2 •36.8/•3b8 *3a.1/3a1 `• �GEN�•.Qyi
Glass eB,GD,E,F,GH K0.0/-70.0 �50.0/•67.7 +50.0 -65.9 �540/-63.9 +50.0/•63.6 +SQO/-fi3.6 +50.0/-5&9 �50.0l-512 +M.B -44.8 M0.1/-40.1 �J�••'\ 8 ,t��
Glus7ypoA �50.0/•61.0 +50.0/•618 �50.0/-59.9 �540/•50.6 M9.5/-49.5 MS3/-45.3 �41.5/-ILS +38.6/d8.6 +35.5J-35.5 �37.8/-3L8 �v� No 58201 �;p�
�� ��GtusT eB,C D F. H +50.0 -60.2 +SQO -6L8 i50.0 -59.9 +SQO -57.5 +SO.D/•56.7 +50.0 -567 i50.0 -56,7 +50.0/-50.0 +C36 -03,6 �38.8 •368 ��; # i*�
�.� 7��GlmsTypeA +50.0/•fi0.7 �50.0/-57.7 +50.0/-55.8 a50.0/•525 +47.6/-47.6 +43.5/•43.5 t40.1/-4Q1 H7.4/-37.4 +34.2/30.2 H1.6131.6 :9�; BTATB OR .�:
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� ��Wau7ypeA N5.7/�45.7 +43.4/-�3.4 WLS/-�LS �3&7/-3&7 �36.7/-36.7 +35.6/35.6 H3J/-33.7 H0.9/30.9 a284/-z8.4 +26.6/-26.6 LUCAS A.TURNER,P.E.
Glass e B,G D,E,F,G,H +45.7 -45.7 M3.4 �43.4 +4L5 -4L5 �387 •387 +36.7 -36.7 ti35.6 •35.6 H5.1/-35.1 s35.0 •35.0 i35.0 35.0 i35.0 35.0 FL PE i158201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941380-1574
o .
COMPARATIVE ANALYSIS
-EQUAL SPLIT
o N . Ye:
NOTES: ADE 03/16/09
ow r. ..
1.IF SI2E INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
2.IF THRU FRAME ANCHORS ARE SUBSTRUTED WITH INSTALLATION CLIPS,DP IS UMITED TO+30/�0 PSF AND UNR WIDTH IS LIMITED TO 51.875'. ' SHEET
1:1 4 OF 11
• . .
DP CHART C:ORIEL
_.._..___ ._. ._. ._. ...... __..__.._.... _..__..._.....- -- -----�---...._....-------...__....---.._....._............. _. .. _... ..
DESIGN PRESSURES FOR OWEL COPffXiUAA710N.LMIfEO BY CYASS A!ID 7ESNNi OESI(iN LMRA710N8
..._�_.__....-"_--'__-*.._.._._._.,.�---_..---� ._....--'.. ............
- - �..-' -'-"-"-'--�--'-'_-'--'--..__..-'---i-'------�._._..�._�..._.._._.._:
....__ --. .__ YVINDOW SYSTHiS
Overall Flg_Unit _Sash_ Overafl Flange Width--- 24760 18.780 ?8.760 3L760 �7A00 50.760 46760 48,760 A7,12b 67.260 1900 SW 44TH AVE.
Ftcl t Hel t Hel t Unit Wldth ?3600 ?3.600 T7',�00 31.50D l5.730 SY.'300 p.600 07.6W 67.@f6 30.00D OCALA,RORIDA 34474
�H.7b0 ZI.WO 12W0
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assT B,C D,E,F,G,N .so.o/ao.o.so.o/-rao.so.o/-mo+sao/ao.o+sao -m.o.saoi-m.o.so.o/-mo.50.0 -70.0+540 •70.0+50.0 •70.0
�y.� �� 72� Wa�sasa�h,dassEFlted .sao/-m.o+sao/•m.o+sao/ao.o.so.o/-m.o+so.o/-m.o+sno/-w.o.so.a/aao.sno/-mo+sno/-�.a asao/-c�.e �pp ALUM.
ass B C,D E,F G H �50.0 -RO+50.0 -7U0 K0.0 •70.0+SD.O •70.0 a50.0 -70.0 i50.0 •70.6�50.0 -7D.0+50.0 •70.0+50.0 J0.0+50.0 -68.9
�� � �� �ns�n,qassEFlKed +sao/-m.o.saa/-ma.saol.m.o.sao�ao.o+saa/aa.o+sao/-w.s.so.o/-ca�.so.o/-s�.z.sao/-s�.e«sno/•szi SINGLE HUNG
assT B C.D E,F 6,H .w.o -m.o.sao�aao,sao -m.o+sno -ra.o+sao ao.o+so.o�ao.o.w.o -mo+sa.o ao. +sao -cs.a.so.o •�.: NON-IMPACT
3a.t75 37.175 12675 �sASash.dauEFlxed �50.0/'70.0+50.0/-7Q0+540/'740+SnO/-70.0+SQO/-89J+50.0/-6L6 r50.0I-�6�50.0/'S3.0+44.7/•49.7+4&0/-48.0
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40.7W 38.50D t1078 i3 c� vi t� W
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assASash,GiassEFued i50.0/-70.0+50,0/-70.0�50.01•70.0�50.0/-70.0*50.0/-653�50.0/-57A�50.0/•50.3 M53/-05.2�40.5/•40.5+37.9/-37.9 � � a � ¢
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Q8.750 p.600 76f7S �T B,C.O.E,F.G,H K0.0/-7D.0�50.0/-70.0�50.0/•70.0�50.0/•70.0 r50.0 -70.0 v50.0 -70.0�50.0/•6&1*50.0/•620+50.0/-55.7+50.0/-50.5 w m
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assT C D E,F G H �50.0 -T0.0+50.0 •70.0 v50.0/•70.0+50.0/•7'D.0 r5R0 •70.0+50.0 -70.0+50.0/-66.1+50.0 •60.9+50.0/-59.3+4A1/-49.3 � � °d'r I�
SLTSO St.�00 17.500 �ASash,WauEFlMed �50.0/'70.0+50.0/•7Q0�50.0/-70.0 KQO/•70.0�50.0/-62.2�50.0/'S5.5 M9.3/-49.3 M3.9/-43.9 H&9/'369 a3S0/'35.0 � a UIo �
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bB.79D R.500 7&676 �ASasb,WauEFlRed �50.0/-MO+50.0/-70.0�50.0/-70.0+50.0/•688�SRO/-60.3�50.0/-SA.6 M87/-48.7+A3.8/-03.6+39.0/-39.0 fi5.3/-35.3 �O o O �
au 8, U F.G.H r50.0/-70.0+50.0/-70.0�50.0/-70.0+50.0/•T0.0 v50.0/-G�7+50.0/-m.7 K0.0/•60.2+50.0/•55.8+50.0/•50.2+45.3/•45.3 � � c�i � ¢
assASasN.GlassEFlxed �SD.O/•70.0 aA.O/•70.0 450.0/-67.7�50.0/-626�50.0/'58.3+50.0/•57.4 M7.9/37.9 Mi2/�43.2�388/•3A8 a3S6/-35.4 Q � ¢ Q �
60.750 SB.50D 20.'!30 p �'¢ p
aif B,C,D,E,F,G,H �SOA/-RO a50.0/•7n0+50.0/•67.7�'50.0/-6L6�50.0/-�.3 ti50.0/-573�50,0/-55.9�50.0/-526+4&1/-E&1+4i3/-43.3 � �f I� � �
�� �.� �.� assASash.GlassEFlred +540/-MO a5p.0/•66.6+50.0/•6i5+SD.O/•587 a5p.0/•SS.]*540/-SL3µ7.2/-47.2+4Z5/-025 i3&7/•38.7+3i2/-35.I g ..
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�� � �� assT C.O, F G H �SD.O -64.1�50.0 •60.5�50.0/•57.5�50.0/•528 M9.3 -49.3 347.1 -q7.1+45.5/-45.5+40.5 -04.5+d3.8/-43.8 MQO/�40.0 ������PNOftEW�T�i��
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pau B,C,D,E,F,G,H +50.0/•6L3�50.0/-57.6450.0 •54J+Sn0/•50.7�E6.7/-06.7�44.5/-44.SM2.9/-4i8+9L7 -417+4L0 -0L0�39.4 •39.4 �J�� ���
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78.000 71.760 2iy6 auAS�sA.qaitEFi:ed M&1/-6&1 M5.7/-65.7+d38/•43.8+410/-410 H9.1/-39.1+38.1/-38.1 r37.71-37.7+36.4/-36.4 a35,5/'35.5 H5.0/35A �'nt =�:
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80.760 67.400 �dJ/6
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�� �� �� assASuh,WassEFlxed t37.1/-37.1 r36.1/-36.1+35.4/'35.t a35,0/35.0 H5.0/35.0 a35.0/•35.0�35.0/-35.0�35.0/•35.0�35.0/-35.0�35.0/•35.0 �'�
assT B C.D E F G,M H7.1 -37.1�36.1/•36.1+35.4 -95.4+35.0 •35.0 r35,0 -350�35.0/-35.0 HS.O •35.0+35.0 -35. �35.0/-35.0+35.0/•35.0 2123l2075 -
� �� �� usnsasn,c�asse�aea .3�.i/-�.i�3Cs1/3fi1 HS.�/d5.0 a�S.O/35.0+35.0/-35.0+35.0/-35.0 r3S.0/•35.0+3s.o/-ss.o+ss.o/•35.0.35.o/-3s.o LUCAS A.TURNER,P.E.
, passT B,C,O,E.F,G,H r37.1 37.1i36.1 36.1�35.4/-354+35.0 -35.OH5.0 35.0+35.0/35.0�35.0/•35.OH5.0/d5.0+35.0/-35.0+35.0/-35.0 FLPEp58201
1239 JABARA AVE.
NORTH PORT,FL 34288
, PH.941•3804574
6HEtT DE CR .
� COMPARATIVE ANALYSIS
-ORlEL
o�uw er: oaT :
NOTES: ADE 03/16/09
ow r. ..
1.IF SIZE INTENOED IS NOT SHOWN,USE NEXT LAROER SIZE. CW S-466 D
2.IF iNSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9.DP IS LIMITED T0+30/�0 PSF. ' SHEET
��� 5 OF11
�
• . �
_� . ���
WINDOW SYSTHiS
7900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
� 4 9 6 ' �-.
s� 6 ° 3500 ALUM.
SINGLE HUNG
� �3 � ,� + NON-IMPACT
I ' 15
i 10 a � �jaF
I
I I� � 3 3 6 60 0 1 I 000l� �
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NOTE:LEFf SIDE SHOWS FIXED SEC71pN VIEW. �+ B � o
RIGHT SIDE SHOWS SASH SECTION VtEW I R �(p R � �
q O � �IO a
I W W W �
U
� 161 a, � p a w I
EXTER{OR 5 � �� � �
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1239 JABARA AVE.
� NORTH PORT,FL 34288
� PH.941�380-1574
D H .
2
SECTION VIEWS-
ALT,FIN FRAME ALTERNATE FiN FRAME
NB: .
ADE 03/16/09
r. ..
CWS-466 - D
NOTE:ITENiS 11,14,23,2632,34,35.42,43-46,59,63,65,66 ARE USED BUT NOT SHOWN FOR CLARITY. ' SHEET
��2 6 OF 11
t f
SHEAR WALL OP7)ONS RECElV1NG CHANNEL ATTACHMENT
1) 5/B' Ti 11 WOOD SIDING OVER VAPOR BARRIER, OR (SEE PG. 4—D)
V7NYL OR ALUM. S1DlNG OVER (OSB OR CDX) 7/16"PLYW000
(NOTE• PLYWOOD WITHIN 8' OF F)NISH GRADE MUST BE P.T.), ,}�10 SMS
ATTACHED W/8d �6%12" O.C. EDGES/INTERM. & �3� O.C. SECURE COMPOSITE /NTO EA. ����
T&B & ALONG ALL HEADERS & PLA7ES (FOR SHEAR & UPUFT) ROOF PANELS PER RISER � �
BEPLACES HURR. CLIPS DETAIL PG. 4—D
NEW OR EXISANG
SUPPORT
2) STORM BRACE 1/8' 7HERM0 PLY NAILED PER � S7RUCTURE
MFR S SPECS W17H X—PATIERN OF M.H. S7RAPPlNG,
NAILED W/(1) 8d AT EA. S7ilD OR PLATE MIN• S�OPE I
QB SCREWED W/(i) �10 SMS AT EA. MEMBER. 1/�+�Ft• C RECEINN
N07F
(A) ALL UAUTY ROOM WALLS ARE CONSIDERED SHEAR WALLS,
EXCEPT IFIOSE ATTACNED TO IHE HOST STRUCIURE. 3' SIRUCTURAL ALUM.
(B) NURRICANE CLIP TOP dc BOTTOM OF EACH WAL[. ROOF SY51�M (TYP.)
S7U0 �24' O.C. (MAX.) OBL 2'x4' TOP PLA7E' OR (1J 2'x4' (lF CONT.)
USING SIMPSON H2.5 W/(10) 8d (OR EQUIVALENT FOR 400�
UPLIFT)
(C) �j'8x2'SCREWS MAY BE USED lN LIEU OF 8d NAILS 2'x4' W000 STUD � 16' O.C.
(REQUIRED FOR METAL SIUDS)
(D) USE 2x BLOCKING AT HORIZONTAL JOINTS FOR WALLS> 8' SEE SHEAR WALL OPAONS
TALL.
N07E• ALL UAUTY/SHED 1/4' 0 CONC A.B. m 24' O.C. (1 1/4'MIN. EMBED.)
WINDOWS dt DOORS SHALL BE 2'x4'P.T. WOOD PLA7E
DESIGNED fOR 30 P.S.F. /EXP. B'
42 P.S F. /EXP. 'C'
,
NOTF•VERACAL POSTS ABOVE AND BELOW ���•� '•' �~`
WINDOW AND DOOR HEADERS ONLY �:�•;,�• �'
REDUIRE ONE CLIP AT EACH END.
NEW 20"x8' MONO PERIMETER FOOANG W/
(2) �5 CONT. OVFR 6 MIL. V7SQUEEN
NOTE.•
SECURE END WALL VERACAL STUD TO HOST S7RUCIURE W/�10x3' � 12' O.C.
TYP. WINDOW/DOOR HEADER DETAIL GARAGE DETAIL lw= . 77
sHacc eE uMi�o ro: (NON—HABITABLE STRUCTURE) N.T.S.
— 6'MAX. WlD7N W/(2) 2 x6'�2 S.Y.P. HEADER W/(1) S7U0
k (1) JACK S7U0 ON EA. SIDE, NAILED W/ 12d O 8' O.C. W/(2)
12d INTO EA. END OF HEADERS
— 9'MAX. W1D7H W/(2) 2'x8'�2 S Y.P. HEADER W/(2) S1UD GENERAL NO TES
dt (1) JACK STUD ON EA. SIDE, NAILED W/ 12d � 8' O.C. W/(3)
12d INTO EA. END OF HfADERS 1. 1/4'� CONC. A.B. INCLUDES•
— 12'MAX. W107H W/(2) 2'x10' (QB (3) 2x8) �2 S Y.P. HEADER A. 1/4'� x 2 1/4' DRIVE'NAIL ANCHOR (EOUAL TO: WEJ—IT,}�DN1411).
W/(3) STUD dc (i) JACK S7UD ON EA. SIDE, NAILED W/ 12d �
8" O.C. W/(4) 12d INTO EA. fND OF HEADERS B. 1/4� x 2 1/4' TAPCON (EQUAL TO ELCO)
C. 1/4'm x 2 1/4�A.B. (EQUAL TO KWIK—BOLT)
N07ES•'
1. 2500 PSI (MIN.) CONCRE7E
OVER 6 MIL VISQUEEN
2. (MIN.) (1) �5 CONT. REBAR
ORIGINAL UNDISIURBED GROUNO
f7NlSH GRADE 6x6-10/10 W.W.M. OR i
FlBERMESH CO�RE7E
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�12� a ., •. � •a °. . d e 2
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. � � � � ' � -T
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MONOLITHIC =FOOTER __ _ -- _
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: � `_ _�- ` �
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DAV1D NORRIS ENGINEERING
' . - - - _l�-_l-\. � � 112 COLEMAN RD.
, WINTER HAVEN, FL 33880
(863) 299—f04B P.E. 32186 Pg. 2-A
C A. 8283
I j
RECEIVING CHANNEL ATTACHMENT
(SEE PG. 4—D)
(2) 3/8'0 S7L BOLTS SECURE COMPOSITE •
. � ROOF PANELS PER �10 SMS
2 X_ S M.B. DETAIL PG. 4—D INTO EA.� ����
2 x _ BEAM CONANUOUS RISER �
7HRU COLUMN NEW OR EXlSI1NG
SUPPORT
3'X 3' COL. � S7RUC7URE
�IAIE M�N• S�OPE t
[2 1/8' RECEIVJNG CHANNEL �/,}•�' RECElV1NG
W/(2) 3/8'� SR. BOL 15 OR
(6) �f0 X 3/4' 1FKS EA. SIDE
3� STRUCIURAL ALUM.
ROOF SY57EM
BEAM TO COLUMN 2'xfi x.050' S.M.B. EDGE BEAM
N.r.s.
(2) 3/8'DIA.x 3 1/2' THRU BOLTS QB
10—�10 (OR B—�12, OR 5—�14) S.M.S EVFNLY
��� STAGGERED ON ONE SIDE, FLUSN Wl7H COLUMN
FOR2X8AND2X9SMB(S)—
AOD 50.5 MORE CONNECTORS 3'x3 x 093' ALUM. POST
(SCREWS AND BOL75),
FOR 2 X 10 SMB —
ADD f00.�MORE CONNECTORS 3 1/8'X 1 1/2'X 1/8" C BASE W/(2) 1/4' DIA.
TAPCONS OR EQUII/./POST W/(2) 3/B' DIA. x 3
1/2' THRU BOLTS —TOP OR SIDE MOUNT ALLOWFD—
QB ALIJM. BASE INSERT W/(2) 1/4'DIA. X 2 1/4'
TAPCONS (2'MIN.—EMBED.) SECURE ALUM.
COL W/(2) 3/B'DIA. 7HRU BOLTS QB
(5) �f0 (OR (4) �12, OR (3) �14) S.M.S ON
� 2 X_ SM.B. EACH SIDE OF COLUMN
� 4v . : 1 .�. ..;.
• •� ��•
mZ � . � '
(2) EA. 1/4'0 S7L. 80L75 OR �.:'�'.r•,•'��
(6) �10 X 3/4' 7EKS EA. SIDE I-8' NEW 4' 2500 PSl CONC SLAB W/MONO.
� MIN. FOOIER OVER 6 MIL. VISQUEEN
�
[2 1/8'REC. CHANNEL W/(6) EA. �10 SMS 1—�{t5 CONT(T1P.)
(2'MIN. EMBED.) INTO HOST S7RUCIURE (WOOD)
�
1/4'0 TAPCONS x 2 1/4' � 1 1/2' O.C.,
STAGGERED (MIN. OF 2 PER CONN.)
� CARPOR T / OPEN PA Tl0
2'x2'x.O50'ANGLE EA. SIDE OF BEAM D E TA lL W R 0 OF A T TA CHMEN T
FAS7ENED SAME AS CHANNEL
BEAM TO WALL
N.T.S
rro�s:
1. 2500 PSI (MIN.) CONCRE7F
OVER 6 MlL VISOUEEN
2 (MIN.) (1) ,y5 CONT. REBAR
ORIGINAL UNDlS7URBE0 GROUND
FINISH GRADE 6x6-10/10 W.W.M. OR
FIBERMESH CONCREIE
. .a .. a d a �
��2� e . : � �a . ' z
MIN. .
Z s ' v
� ' 'a • a
a
°D • • 9d
. . . ' ��
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r- d
; � __ -_ -_ MONOLITHIC FOOTER
_ --- _ , � - - ` " -- = N.T.S.
T — . �\ _ _= _
;.�---�=_: - _ : '
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�- _- � � � - DAVID NORRIS ENGINEERING
' �� � `i � 112 COLEMAN RD.
_ � �` �` ` WlN7E'R NAVEN, FL 33880
� (863) 299—f 048 P.E. 32186 Pg. 2—C
C.A. 8283
! �
RA I SED SL AB PL AN
N. T. S,
N07ES:
�� lN LAKE COUNTY.• (SEE Pg. 3-C)
� BACK UP WALL ADJACENT TO/OR UNDER OO CONCRETE FOUNDATIONS MUST BE
MOBILE HOME 8x8x16 CELL BLOCK �2 (MIN.) BELOW FlNISHED GRADE
� �6' (MIN.) fROM f1NlSHED GRADE
NOIE.• FOR NEIGHT s 24; A 12' WIDE FOOTER W/ W TO ANY WOOD
C.B. PIERS � 8' O.C. (MAX.) ARE ALLOWED. j
VARIES
o k �5 CONT. PERIMETER REBAR �5 REBAR (TYP.) FROM F007ER
I ¢ INTO SLAB (24'MIN. HOOK) 7HRU
�� CELL BLOCKS
6'-0' 6=0' 6'-0' 6'-0'
4'x 16" (MAX.)
SPUT BRICK
WALL 6X6 �10/10 W.W.M.
N07E• N07E': OR f1BERMESH
FOR HEIGHTS > 24', USE SOUD ,{'5 CONT. �
SPLIT BRICK lS OPAONAL W/ PERlME1ER
CONANUOUS 8' CMU WALL C.B. BACKUP WALL (NO PIERS) 4'NOMINAL CONCRE7E'
4 Xl6'BRICK 3000 PSI MIN.
SOLID SPUT FACE
MORTAR BE7WE'EN VAPOR BARRIER
BRICK AND BLOCK
CLEAN WELL COMPAC7ED FJLL
B X8'X16' CELL Q (NO 7ES71NG REQUIRED)
BLOCK 6' MAX. �
HEIGHT. � PIERS (hQ4)
h7NISHED GRADE (1) �5 REBAR (PER SCHEDULE)
lN CONCRE7E FlLL BLK. CELL
ro
T YP I CAL SEC T I�N ,6' (2) �{5 REBAR CONT.
N, T S IN 2500 P.SG (MIN.) CONCRE7E
MASONR Y WAL L SCHEDUL E
HEIGH T REINFORCING
0' - 3'-4" #5 � 4'-8" O.C.
4'-0" #5 � 3'-4" O.C.
4'-8" #5 � 2'-8" 0.C.
5'-4" #5 � 2'-0" 0.C.
- 6'-0" #5 � 1'-4" O.C.
-- - _ - - _ �.
_ - - _ "� �' � �j DAVlD NORRIS ENGINEERING
� 112 COLEMAN RD.
WINTER NAVEN, FL 33880
(863) 299-1048 P.E. 32186 Pg. ,3—B
C.A. 8283
, ,
GL A SS WIND 0 lN R 0 OM
2"x3"x.050" (FLAT) HEADER & SILL 2" STYROFOAM INSULA710N (OPT.)
DETAIL A
� I i
i �
i �
// ' // '
� �
i i
i �
� �
� �
� � SlDING
� POST
�SPACING
�
2"x 3"x .050" POST � BASE PLATE CONNEC770N
COMPOSITE ROOF � 16" O.C. (SEE DETAIL BELOW)
� 2" x ALUM. BEAM
RECEIVlNG CHANNEL ATTACNMENT
� � ��2�� X 2 ��8�� X .�.r7�n REC. �SEE P(i. 4—D�
W/ (4) #10 x 3/4" S.M.S. UP INTO BEAM SECURE COMPOSl7E
AND 2 10 x 3 4" � EA. SIDE INTO POST ROOF PANELS PER ,��o sMs
� � # � DETAIL PG. 4—D INTO EA.� ���'�
RISER
DETAIL A ���nCAL POSTS ABOVE AND BELOW NEW OR EXISANG
WINDOW AND DOOR HEADERS ONLY SUPPORT
REQIJIRE ONE CUP AT EACH END. � S7RUCIURE
CLIP ATTACHMENT NOTES S�OPE �
t• M�N C RECEIVIN
CAPRI CLIP: ��4p�
USE (2) L 1"X 1'X .060' W/(2) 3' S7RUC7ilRAL ALUM.
,�10 X 3/4' 7EKS INTO EA. FACE ROOF SY57FM
QB CAS7LE CLIP.• 2'x3'x.050' (fZAT) EDGE BEAM
[ > >/z'x z i/s'x.oso' REC.
W/(4) �f0 X 3/4' IFKS INTO BEAM OR OPEN BACK
& (2) �{'10 X 3/4' 7EKS INTO EA. SIDE OF COL. ATfACNED � T&B W/CAPRI CUP
QB lN7ERNAL CLIP: OR CAS11E CUP (SEE NOTES BELOW)
USE( 1 1/2'X 3/4' X 1 1/2'LG. X.044' 2'x3'x.050'ALUM. POST
W/(2) 1/4 0 X 2 1/4' TAPCONS
dt (2) ,/10 X 3/4' 7EKS 7NRU COL
INTO EA. SIDE OF CUP.
Q$ H CNANNEL•
USE FULL WIDIH W/MIN. (2) �y10 X 3/4' 7EKS
INTO EA. FACE. SHEAR WALL
NOTE.•VFR7ICAL POSIS ABOVE AND BELOW (SEE PAGE 4—B) i' x 2'/3'x .044" OPENBACK QB
IMNDOW AND DOOR HEADERS ONLY [ REC 1'/ 1 1/2'x 2 1/8'/3 1/8'x .050' W/
REQUIRE ONE CLIP AT EACN END. 1/4'0 CONC. A.B. (2"MIN. EMBED.) (�10 X 3" SM.S
COLUMN ATTACHMENT ALIERNA7F INTO WOOD) �24' O.C. (MAX.) W/(1) 1/4'0 A.B. (�f0
(TO TOP PLA7E/BEAM OR REC( BASE) X 3' S M.S INTO WOOD) /EA. SIDE OF POST, Wl7FllN
USf (2) �10 S.M.S. (1'MIN. PENETRAAON) INTO 6' (2'AT CORNERS de NON—CONT. BOTTOM PLA7E)
SCREW BOSS
'��• ' ' � '% NEW RAISED
.•t ..•'`• . •:.• CONCRE7E SLAB I
• ,a: �'�•
- , GLASS ROOM DETAIL �'�
-�=_:� : N.T.S 'i
- � �
_ ��— _ �
' - - . � ( L � � DAVlD NORRIS ENGINEERING
112 COLEMAN RD.
W1N7E'R HAVEN, FL 33880
(863J 299—f048 P.E. 32186 Pg. 4-A
C.A. 8283
�
SHEAR WALLS FOR ALUMINUM FRAMED ADDITIONS '�,
N. r.s I
OPTIONAL FACEMOUNT I'
ROOF �
q�UM�N�M I
ALUMINUM EDGE BEAM 'i
#8 X 1" S.M.S. I
P/T PL YW000 � 6" O.C. (TYP.) ,
(OSB OR CDX)
INSERT (7/16") 'i
GLASS WINDOW I
A TTACHMENT DETAIL I
1" X 1" X .040" �I
ALUM. ANGLE i
W/ #8 S.M.S. � '�
6" O.C. (TYP.)
ALUMINUM PURLIN
SHEAR PL YWOOD INSERT OR
PANEL ALUM. SHEETING
OP TIONAL .024" AL UM. SHEETING
ALUMINUM TRACK
, CONCRETE / WOOD
FLOOR
#8 X 3/4" S.M.S
OR � 6" O.C. (TYP.
ON EA. SIDE)
SHEAR WALL OPTIONS
1) 5/B� T111 WOOD SlDING OVER VAPOR BARRIER, OR
VlNYL OR ALUM. SlDING OVFR (OSB OR COX) 7/16'PLYW000
(N07E• PLYWOOD N77NIN 8' OF RNISH GRADE MUST BE P.T.),
ATTACHED W/Bd O 6%12' O.0 EDGES/lN7ERM. dt � 3' O.C.
T&B dc ALONG ALL HEADERS dc PLA 7ES (FOR SHEAR & UPLIFT)
REPLACES HURR. CLIPS
2) STORM BRACE 1/8' 7HERM0 PLY NAILED PER ' _ - -, - �
il MFR'S SPECS WlIH X—PAI7FRN OF M.H. S7RAPPlNG, , � i =_ -. ` '
NAILED W/(1) Bd AT EA. S7UD OR PLA7E
Q$ SCREWED W/(1) �10 SMS A T EA. MEM . �_ �_. __ _ ;
/ -. - _ \'\ 1 l�
-- �-- -�--�� ` DA V1D NORRIS ENGlNEERING
- -- - - 112 COLEMAN RD.
" -__ � WlN7E'R HAVEN, FL 33880
(863) 299-1048 P.E. .32186 Pg. 4-B
C.A. 8283
1
• ' I
STANDARD 4 WIDE SNAP-N-LOCK COMPOSITE ROOF PAIVELS
MAX. ALLOWABLE SPANS (DEFLEC770N = 1/80 MAX.) 14 SM.S OR 1 4"� LAG � 12" O.C. '
COMPOSITE PANEL SKINS SNALL BE OF ALUMINUM ALLOY - ALONG ENARE PERIMETER (OR #10 �3" OR 3"
3105-H14/H25 (1.0#/C.F. E.P.S FOAM) S.M.S � 8" O.C.) W/ 1"� (MIN.) RECEIVER GUTTER lS
WASHER (1 1/2" MIN. EMBED. lN REQUIRED ALONG ALL
WOOD) EXPOSED PERIMETER '
MIN. SLOPE.• 1/4%FT. PANEL EDGES
.032" ALUMINUM #10 X 3/4" SM.S. 'I
� 12" O.C. TOP
AND BOTTOM ��
ROOF PANELS w000 oR ,a�uM.
WALL OR BEAM
REC. HEADER, R.F. (USE EXTRUDED ON MASONARY)
ROOF A TTACHMENT DETAIL
`12'OO.C. T & B ROOF PANELS
FASTENER TO BE DETERMINED
HOST STRUCTURE
#10 S.M.S X 1 1/2" � 4" (MAX.) O.C. ,
INTO WOOD BEAM/FASCIA
�
(2) #f0 � 16" O.C. INTO WALL STUDS
�
(2) #10 X 2" � 24" O.C. THRU OPAONAL ATTACNMENT (UNDER OVERHANG)
3/4" (MIN.) FASGA INTO TRUSS OR #10 S.M.S � 12" O.C. THRU T & B OF
RAFTER TAILS* PANEL/HEADER
�
1/4"0 TAPCONS � 8p O.C. STAGGERED INTO CONC.
W/#10 S.M.S THRU REC. HEADER INTO PANEL BOTTOM
NOTE.• 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO W000
*REPLACE ALL DETERIORATING
WOOD; W/FASCIA SECURED
TO RAFTER (TRUSS) TAILS
, � ^ �/�� ` � �
- DAVID NORRIS ENGINEERING
112 COLEMAN RD.
WINTER NAVEN, FL 33880
(863) 299-f048 P.E. 32186 Pg. 4-D
C.A. 8283
i
' , , ,
DETAIL 1 �5' MAX. SPACING BETWEEN POSTS/COLUMNS-{ DETAIL 2
�
i (TYP.) PICKEr/POST 1 1 f2"x 1"x.070"
0 CAP
' CONNECTION DETAIL
� USE #lOx1 1/2"
S M.S � 12 O.C.
W/(2) WITHIN TOP 3".
3 4"x3 4"x.050"
PICKET TYP.
TOP CAP = �
SPACED SO � �r� R�V� li
' THAT A 4" �� I
' SPHERE CAN �
' NOT PASS �
THROUGH (TYP.) II
BOTTOM CAP 1 lf4"x3f4 z.070" i
3'-0' (MIN.)---� BOTTOM CAP I
� �U
� M�
I f 0" MIN.
'i 3'x3' (MIN.) STOOP (lF REQ D)
7 3/4"
�y,qX (TYP.) MORTAR (ATTACH BRICK TO NP•
BRICK & BRICK TO CONCRETE W/ '3 �6"
I MORTAR) R��
, 4 , . ... . . . :.;•. . • (TYP.) BRICK
,��. •• . ., .• ;.'�'. �' :�.' . .
. � ��..•i.:.,•'.�.•� �� :•'t' .4
.. •�'. •..�� �. . �'.• . '� � . . �•i:. .'�
.�
CONCRETE SLAB
2 x2"x.070" ALUM. POST x42" (MIN.)
5'k5" CAST ALUM. POST BASE W/(4) 1/4"� CONC. A.B. (OR (4)
#lOxl 1/2" SCREWS INTO WOOD)
BRICK STAIRS, STOOP �c ALUMINUM RAILING DETAILS
N.T.S.
NOTE.•
FOR TREAD, HANDRAILS AND GUARDRAILS DETAILS SEE PAGE 5-B
RAILING NOTE.•
RAILINGS, STAIR-RAILINGS AND OTHER SlMILAR SAFEGUARDS SHALL BE
DESIGNED TD RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT OR A
CONCENTRATED LOAD OF 200 POUNDS APPLIED lN ANY DIRECTION AT
THE TOP OF SUCH BARRIERS-AT- ANY, LOCATION, WHICHEVER CONDITION
PRODUCES THE MAXlMUti1 STi?ESSESI (PER FBC 2014 1618.4.6. 1)
= - _ _� - - �:
-• -- - �� ` DAV10 NORRIS ENGINEERING
I� �'� � �+ 112 COLEMAN RD.
� I WlNTER HAVEN, FL 33880
(863) 299-f048 P.E. 32186 Pg. 5-A
C.A. 8283
-,
I
I . ��
TREADS & RISERS:
TNE NEIGHT OF RISERS SHALL NOT EXCEED 7 3/4 INCNES, AND TREAD (EXCLUSIVE OF
NOSING) SHALL BE NO LESS THAN f 0 /NCHES WIDE.
TREADS WITH A NOSING ARE ALLOWED A MAX. PROJECTION OF 1 /NCH OVER THE LEVEL
IMMEDIATELY BELOW TNAT TREAD.
OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BE7WEEN TREADS DOES
NOT PERMIT TNE PASSAGE OF A 4-INCN DIAMETER SPNERE.
NANDRAILS:
R311.7.7 HANDRAILS - NANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF
EACH CONTINUOUS RUN OF TREADS OR FLIGNT WITN FOUR OR MORE RISERS.
R311.7.7.1 HEIGHT - HANDRAIL HEIGNT, MEASURED VERTICALLY FROM SLOPED PLANE
ADJOINING THE TREAD NOSING, OR FlNISH SURFACE OF TNE R,4MP SLOPE, SHALL BE
NOT LESS THAN 34 /NCNES AND NOT MORE THAN 38 INCHES.
R311.7.7.2 CONTlNUITY - HANDR,4/LS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE
FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HAILR.4/LS
ENOS SHALL BE RETURNED OR SHALL TERMlNATE /N NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SNALL HAVE A SPACE OF NOT LESS TNAN
1 1/2 INCH BETWEEN THE WALL AND THE HANDR.4/LS.
R311.7.7.3 GRIP-SIZE - ALL REQUIRED HANDR,4/LS SHALL BE ONE OF TNE FOLLOWING
TYPES OR PROVIDE EQUIVALENT GR,4SPABlLITY.
1) 7YPE l. HANDR,4/LS WITH CIRCULAR CROSS SECTION SHALL HAI/E AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4 /NCNES AND NOT GREATER THAN 2 /NCNES. lF THE
HANDR,4/L lS NOT CIRCULAR, IT SNALL HAVE A PERIMETER DIMENSION OF AT LEAST 4
INCHES AND NOT GREATER TNAN 6 1/4 /NCHES WITH A MAXIMUM CROSS SECTION OF
TNE DIMENSION OF 2 1/4 INCNES. EDGES SHALL HAVE A MlNIMUM R.4DlUS OF0.01 lNCN.
2) TYPE ll. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4 /NCHES SHALL HAVE A
GR,4SPABLE FINGER RECESS AREA ON BOTH SIDES OF TNE PROFILE. THE FINGER
RECESS SHALL 8EGlN WITHIN A DISTANCE OF 3/4 /NCH MEASURED VERTICALLY FROM
THE TALLEST PORTION OF TNE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 /NCH
WITHIN 7/8 /NCH BELOW THE WIDEST PORTION OF THE PROFILE. TNE REQUIRED DEPTH
SHALL CONTINUE FOR AT LEAST 3/8 /NCH TO A LEVEL THAT lS NOT LESS THAN 1 3/4
INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MlNIMUM WIDTH OF TNE
NANDR.4/L ABOVE TNE RECESS SHALL BE 1 1/4 /NCHES TO A MAXIMUM OF 2 3/4
INCNES. EDGES SNALL NAVE A MINIMUM RADIUS OF 0.01 /NCH.
R311.7.7.4 EXTERIOR WDODfPLASTIC COMPOSITE GUARDS - WOOD/PLASTIC COMPOSITE
GUARDS SHALL COMPLY WlTN THE PROVISIONS OF SECTION R317.4
GUARDRAILS:
B312.1 WHERE REQUIRED - GUAROS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
SURFACES, INCLUDING STAIRS, R.4MPS AND LANOINGS, THAT ARE LOCATED MORE THAN
30 /NCHES ME4SURED VERTICALLY Tl TNE FLOOR OR GR,4DE BELOW AT ANY POINT
WITHIN 36 /NCNES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING
SHALL NOT BE CONSIDERED AS A �UARD.
8312.2 HEIGHT - REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING
STAIRS, PORCHES, BALCONIES OR LANDINGS, SNALL BE NOT LESS THAN 36 /NCNES
HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKlNG SURFACE, ADJACENT FIXED
SEATING OR THE LINE CONNECTING THE LEADI/JG-EDGES• OF THE TREADS.
R312.3 OPENING LIMITATIONS - REQUIRED._,GUARC_-SHALL NOT NAVE OPENINGS FROM
THE WALKING SURFACE TO THE REQUIRED 'GUAf?D HElGH7 WHICN ALLOW PASSAGE OF A
SPHERE 4 /NCNES IN DIAMETER. � _ �- -- -_ =
�--'- - � - =- -
4 0 OOD PLASTIC tifPOSI GU - OOD/PtASTlC COMPOSITE
GUARDS SHALL COMPLY WITH E PROV7SlONS QF_SE_ 0 R.317,.;4_
- : � _� �
� _- �-` ✓_ --- - ` � DAV10 NORRIS ENGINEERING
' ` � -- j( ( / _, 112 COLEMAN RD.
, . `�_. Y � � �/ WINTER HAVEN, FL 33880
(B63) 299-1048 P.E. 32186 Pg. J�-B
C.A. 8283