HomeMy WebLinkAbout16-17965 , - �� -- -
,�_ i� CITY OF ZEPHYRHILLS
• - `� 5335-8TH STREEt'
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(813)780-0020 5
Ij BUILDING PERMIT
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` - PERMIT INFORMATION � ' LOCATION INFORMATION
Permit [�umber: 17965 Address: 37642 PRADQ PLACE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class �+af Work: 434-ADDlALT RESIDENTIAL Township: Range: Book:
Propos�ed Use: NOT APPLICABLE Lot(s):60 Block: Sec#ion:
Squa�re Feet: Subdivision: ZEPHYR RIDGE
Est.Value: Parcel Number: 03-26-21-0130-00000-0600
Improv. Cost: 18,457.14 OWNER INFORMATIQN '
Date{Issued: 11129I2016 Name: EMENS EDWARD & PHY�LIS
To#al Fees: 195.00 Address: 37642 PRADO PLACE
Ama�a�nt Pa�d: 195.Q0 ZEPNYRNILLS, FL. 33542
Date Paid: 11I29/2016 Phone: (813 907-1731
Wo';rk Desc: SCREEN ROOM ADDITlON 10 X 14
II CONTRACT�R S -�"�--- APPLtCATtt3N FEES
PAUL DI. SCHAPER CONSTRUCTION INC BUILDINGFEE 195.OQ
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i! tns ections e uired -
F TER II 2N OU PL MIS INS Tf0 CEIL
FOOTER BOND DUCTS INSULATED SEWER M1SC.
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ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGN PLUMB PRE-METER INSULATION WALL. MISG.
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DUCTS INSTA�LED WATER MiSC DRtVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUGTIQN PQLE FRAME MISC. fU11SC.
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REINSPECTION FEES: (c)With respect to Reinspection fees will compiy with Flarida Statute 553.80 (2)(c)the
local�overnment shal! impase a fee af four times fihe amount of the fee imposed far the initia! inspectian or
first reinspection,whichever is grea#er,far each such subsequent reinspection.
NQTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may b�e found in the public records of this county, and there may 6e additional permits required from ather gavernmental
�� entities such as water management, state agencies or federal agencies.
"`Warning to awner: Your failure ta recard a notice of commencertient may result in your paying twice far
impravements ta your property. If you intend to abtain financing,consult with your lender or an attorney
before recording your natice af commencement."
Complete Plans, Specifications Must Accampany Application.AII wark shall be pertormed in accordance with
�� City Codes and Ordinances. NO QCCUPANCY BEFORE CA.
�) NO OCCUPANCY BEF4RE C.O.
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�CONT � OR SIGNATURE PERMIT OFFI R
P RMIT EXPIRES IN fi Mt)NTHS 1NITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COA�IlVIENTS
Contractor/Homeowner: ,�� S Q,�� �
Date Reciived: �����
Site: � �!O �� /'�� ��o
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Permit Type: . � �l��I �� L�'G��'�'�h / ��/�
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Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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�is comment sheet shall be kep wi the permit andlor plans. .
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alvin Swi 'er—Pl xaminer Date Con a r and/or Homeowner
(Reguired when comments are present)
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_ i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
� � Building Department
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I Date Received � � g�3 '��Z ��' "Z�
Rhone Contactfor Permitting
il Owner's Name ��.tL..1�1'h �I��5 l� Owner Phone Number
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I Owner's Address ��ti �IAL Owner Phane Number
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'I Fee Simple Titleholder Name Owner Phane Number
Fee Simple Titleholder Address
JOBADDRESS 3�t�ya P Y�� � I�1�W LOT# �
SUBDNISION PARCELID# ��J�'ZLQ.ZI ��I O-- �C�C7Cj—�-V
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CON57R e ADDIALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK �
BUILDING SIZE SQ FOOTAGE� HEIGHT �
�UILDING S• ` � : I� j VALUATION OF TOTAL CONSTRUCTION
�-f•
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
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QPLUMBING $ ��� (�
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QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION c�
� �
OGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
�(� ^ � �11 Iv
BUILDER �{' � }� COMPANY
SIGNATURE 1 REGISTERED / N FEECURRE /N
Address 0������ C.�l ��w�y� Lfcense# 5 ��� I
ELECTRICIAN COMPANY i
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N i
Address License# '
PLUMBER COMPANY
SIGNATURE REGISTEREO Y/ N FEE CURREA Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REOISTERED Y/ N FEE CURREA Y/N
Address License# I
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 Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Pla�s,Stormwater Plans w/Silt Fence installed,
Sanitary Facilitles&1 dumpster;Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Pians plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Pians.
••••PROPERTY SURVEY required for all NEW construction.
Dlrectlons:•
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (AIC upgrades over 37500)
•' Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIITING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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� ;i 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
I 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
i under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
� i intepda�._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 IMPACTIUTILITIES 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
I 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 occupanc�'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
cartify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's I
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone I
� 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/QWNER'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 pertormed 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 govemment 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 i
Lands,WaterNVastewater Treatment. '
� - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering ,
Watercourses.
- Army Corps of Engineers-Seawalls,Doeks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. �
- US Environmental Protection Agency-Asbestos abatement.
- Federal 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
constructfon,I certlfy 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
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,
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 extertsion. 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117 3) ' /�
OWNER OR AGENT• � CONTRACTOR i `�
Subscribed and sworn��ty�,�r a r b ore me this Sub cribed and swom to(or i ned)before me his
1� �C 0 bY U-4-1(111���Z t.��� �� by �'l � �
Wh is/ar�pe�nally kn�u�r�to me or has/have produced Wh is/are erso y nown e or has/have produced
as identification. as identification.
�� Notary Public � �� Notary Public
�Co mission No. Co mission No.
('�.-l-�,v,:v� t�1'��►.� �
:►"'�''.�''• KATHRIN M ROBINSON Nam o��py�ro;Ped�t����ROBINSON
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��'' �"= "� '" MY COMMISSION tl FF236573
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'�' ,�d�°�' EXPIRES June Q2,2019 '•'.?'w'a,,.� EXPIRES June 02,2019
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NOTICE OF COMMENCEMENZ - ---
i �; State of FLORIDA County of Pasco
j Property Identification No: 03-26-21-0130-00000-0600 �„o�
; THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in N��,
accordance with Section 713 of the Florida State Statutes,the follbwing information is provided in this Notice of ��••
�• .-.
Commencement: ��o�
1. Descr�p.tion of properiy. (legp[description):, � �
I ZEPHYR RIDGE - x w
� PB 26 PG 78-80 •
!� LOT 60 ���
OR 9273 PG 1834 � •• �o
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Street Address 37642 PRADO PL ZEPHYRHILLS FL 33542-7929 � m�.
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2. General Description ofImprovement: RCom c�C�t-}=1o/� .
3.Owner Information or Lessee information if the Lessee contracted for the improvement �c a
a)Name.and address: EMENS EDWARD�G&PHYLLIS A c�
37642 PRADO PL - m
ZEPHYRHILLS FL 33542-7929 x
b)Name and address of fee simple titleholder(if other than owner):N/A
c)Interest in property: Owner
4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541—Ph:(813)782-0920,Fax:(813)715-4875
5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City, FL 33525-$5,000 bond �D
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6. Lender: Name/Address: N/A �N a
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7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may � �►��
be served as provided by Section 713.13,(1)(a)(7),Florida Statures:: ��m
a) Name and address: N/A �N 7
b) Telephone No.: Fax No.
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8. In addition to himself,owner designates the following person to re.ceive a copy of the Lienor's Notice as � �
rovided in Section 713.13 1 �.��
p ( )(b),Florida Statutes: m
Paul Schaper, 8949 Gall Blvd,Zephyrhills,FL 33541—Ph: (813)782-0920—Fax: (813)715-4875 �o �
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9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a �'3
different date is specified): �� �
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0
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WARNING TO OWNER: ANY PAYMEN'TS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF r
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA � �
STATUTES,AND CAN RESULT IN YOUR PAYII�`G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF
COMMENCEI�NT MUST BE RECORDED Ai�1D POSTED ON T$E JOB SITE BEFORE THE F[RST L�ISPECTION.IF YOU
INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Owner's orized Officer/Director/Partner/Manager
CD u���� �o �i''1�'�f .
Print Name
The foregoing insriument was acimowledged before me this�day of NOJ�y���� ,20 � ,by
I �IAS�fC� �i�l S as Q�➢l1�.1� (type of authority,e.g.officer,trustee,
attomey in fact)for (name of party on behalf of whom instrument
was executed). -
Personally Known ✓ OR Produced ldentification Notary Sc ature
Type of Identification Produced
T ;�.%�• MaR�SSA'.fEnN JONES :+°,r;�.�h:, r�.a��^�,A JEr4N JONES �
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�,,� : ��/��y �TA7E OF FL�RID,4,COUNTY OF PASCO
� � . (�s THIS IS TG CERTIFY THAT THE FOREGOING IS A
�j�, . �► TRUE AND CORRECT COPY OF THE DOCUMENT
� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
r� ' I„y�-we�',,,St s � WI S MY HAND AND OFFICIA SEAL THI
4`•;`'�•• � DAY OF
� ' � • PAULA S. 'NEIL, CLER &C TROLL R
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� ' �58� Q, gy i P DEPUTY CLERK
��'�TE OF F�-���
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��� ��� �� .� ���� Construction, Inc.
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8949 Gall Boulevard, Zephyrhilis, FI 33541
PH: (813) 782-0920 & (352) 567-8580 Fax: (813) 715-4875
STATE CERTIFIED BUILDING AND ROOFING CONTRACTOR#CB-0059817 and #CC-0058134
SERVING FLORIDA'S FINEST HOMES & BUSINESSES SINCE 1976�
,I www.schaperconstruction.com
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CONSTRUCTION PROPOSAL
Date: November 4,2016 Phone: 813-907-1731 Faz: �
Name: Phyllis&Edward Emens Contact: pemens@verizon.net
Add�ress: 37642 Prado Place
Ci � Zephyrhills � State FL - Zip 33542
We hereby propose to supply materials and labor as necessary to:
Supply & Install Sun Room on Egisting 10' X 14' Deck
DEMO:
II Remove Existing Stairs to Deck I
II Remove Railings on Existing Deck
• Removal of Debris
' INSTALLATION:
II �sta11 (4) Concrete Foundation Pads
II ��ate Existi.ng 3"Aluminum Pan Roof with 21/2"Foam Inserts &Aluminum Covers
• Frame E�sting Deck with Extrusions for an Up to Code Sunroom
. II ��sta11(6)7000 Series Horizontal Slider Windows '(,�`� a f� �l ub f
• Install(1)Full View Prime Door C. � b�
: Insulate Bottom Knee Wa11 with 2���Composite Panels with a 3"Thiclmess �
II ��13"Composite Panels on all Needed Top Sections Above Windows on An.gled Wall
II ��1 New Wood Platform with Double Stair Set
• Install Stair Railing
Includes: Clean up of our�work, supervision,all workers are fullv covered bv Worker's
Compensation and�General Liabilitv Insurance.
51��'PS�Construction will warrantee our workmanslua and basic buildin�materials for .�
vea�rs(manufachired aroducts and fiztures are warranted bv manufacturers)fno warrantv
available for fized �lass) and issue any manufacturers warrantee on all fiztures effective from
installation date,after full navment for all work or services.
Emens Page 1 of 2
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� Cons�ruction Proposal continued . . .
Our quote does not include: �c cn�e,P�nt,Electrical
OR�ANY WORK NOT SPECIFICALLY MENTIONED ABOVE
' ��
NOTE: OUR QUOTE DOES NOT INCLUDE CORRECTION OF ANY EXISTING
DEFICIENCIES,REPAIRS REQUIRED DUE TO HIDDEN
DAMAGE, OR UPGRADES REQUIRED BY GOVERNING AGENCIES.
• ANY CHANGES OR ADDITIONAL WORK REQUESTED WII..L REQUIRE A
WRITTEN AND SIGNED CHANGE ORDER
a CHANGE ORDERS WII.,L BE PAID FOR IN FULL AT SIGNING.
TOTAL PRICE: $18,457.14
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TERMS OF PAYMENT: 40%Down Due at Signing$7,382.85
, 40%Due at Commencement of Work$7,382.85
Balance Due at Completion
We,,Accept Credit Cards; 3% Surcharge Applies (Price is valid for thirty(30)days)
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I ac.ceut the above price and terms. You are authorized to be�in work,
.
SIGNED: Date: // ' �O �
Own r wner's Representative
SIGI�TED: Paul . Date• 11/4/16
S(�s�'�i � on ruction,Inc.Representative ,
YOU,TI3E SUYER,ACCORDING TO FEDERAL LAW,MAY CANCEL THIS
TRANSACTION ANY TIME PRIOR TO MID1vIGHT OF THE THIRD BUSINESS DAY
AF �+R THE DATE OF THIS TRANSACTION. EARNEST EXPENDITURES OCCURRED BY
i THF�CONTRACTOR PRIOR TO CANCELLATION MAY BE DEDUCTED FROM MONEYS
� TO�E RETURNED TO THE BUYER
Emens Page 2 of 2
FNGINFFR`�c Np7F�.
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PREVAILING CODES CITY OF ZEPH RHILI�S �
FLORIDA BUILDING CODE, P�� ���INER�
NATIONA�E�ECTRIC CODE,AND
C►TY OF ZEPHYRHILLS ORDINANCES
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UR�T�hI 1234 Jabara Ave.
1 � North Port, FL 34288
EIeTGINEERING & Ph. 941-380-1574
CONSUL'I'Il�TG,IIVC. FBPE C.O.A. #29779
Eval�ation Report 516C �'
� Apri13, 2015
Product Description: Series 7000 Aluminum Horizontal Slider Window,Non Impact,with
m�. unit sizes of 120"x 66"for XOX 1/4-1/2-1/4, 87 7/8"x 66"for XOX 1/3-1/3-1/3,
74"x 72"for DP25 XO or OX,or 59 3/4"x 66"for DP 35 XO or OX, with installation to
0.045"or 0.125"6063-TS min. aluminum ,
Manufacturer: Custom Window Systems, Inc. 1900 SW 44�`Ave,�ca1a,FL 34474
Statement af Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5�'Edition(2014)Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentatian: �
1) This report,prepared hy Lucas A. Turner,P.E., at 1239 Jabaza Ave.,North Port,FL
2) Approvai drawing CWS-516C,signed and sealed by Lucas A.Turner,P.E.
. 3) Test Reports NCTL-210-3607-] and NCTL-210-3806-1,from National Cartified Testing
Laboratories, Orlando,FL signed and sealed by Gerard'J.Ferrara,with testing performed:
AAMA/WDMA/CSA 101/I.S.2/A440-OS/08
4) Supplemental Calculations to support CWS-516C, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-516C.
Limitations of Use: This product:
• May be used up to sizes as indicated in Product Description above,with max. glass
daylight sizes as shown in CWS-516C
• Achieves design pressures of+/-35 psf in XOX units or 59 3/4"x 66"max. size XO
units, and+/-25 psf in.74"x 72"ma�. size XO units
• Is non-impact and requires the use of shutters
� May not be used in the High Velocity Hurricane Zone
• Requires glass types as shown in CWS-516C
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a
fjnancial interest in Custom Window Systems or in any company manufacturing or distributing
products for which tlus report is being issued. I do not have,nor do I intend to acquire,nor will I
acquire,a financial interest in any other entity involved in the testing or approval process of this
product.
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= HO-RIZ-ON_T-�L-SLIQER�VON-INIP_ACT GENERAL NOTES: .
(SHOWN W/DfFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DE$IGNED AND -`=yVVP�'�"�'�- -
MANUFACTURED TO COMPLY WITH THE FLORIDA W7Ld�W SYS7�P9S
751/4°MAX.FLANGE WIDTH 121 7�4•MAX FLANGE WIDTH BUILDING CODE(FBC),CURRENT EDITION: 1900 SW 44TH AVE.
7q• OCALA,FLORIDA 34474
MN(.UNIT WIDTH ?�0"MAX.UNR WIDTH 2.GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC
s611/16•
SASH WIDTH ?,�ZL� 5�3L� 29�/1Sz 3.CONFIGURATIONS:°OX","XO","XOX".
GLASS DLO GLASS DLO snsH wron� ' 7000 ALllM.
4.DESIGN PRESSURE F,iATING:
731I4° -NEGATIVE DESIGN I�OADS BASED ON TESTED HORZ.SLIDER
MAK � PRESSURE AND GLASS TABLES ASTM E-1300-04.
FUWGE GLASS g7��q• -POSITIVE DESIGN LOADS BASED ON TESTED NON-IMPACT
HEIGHT �LO ��E 8 PRESSURE,WATER INFILTRATIONTEST PRESSURE
�MAX O X H��� �� AND GLASS TABLES ASTM E-1300-04. � � r
UNIT �'�' HE GHT 5.ANCHOR,4GE:THE 331/3%STRESS INCREASE HAS NOT � � � W
HEIGHT SASH X O X BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o 0 0 0
HEIGHT �. 60 3/4• SHEET 8 FOR INSTALLATION DETAILS.
� GLASS Y Y F ,.
� H�� DLo 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT w � m m
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3q 7/g• 3�" G2��2• C 7.ALL FRAMES AND VENTS SCREWED TOGETHER.SMALL a o y
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XOorOX 1/4-1/2-1/4 W � W � �
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X=OPERABLE SASH,O=FIXED SASH. o c o �
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61'MAX.FlANGE WIDTH g7 7/8°MAX UNIT WIDTH 10.SECTiON CALLOUTS FROM ELEVATIONS APPLY TO ALL
593/4' 257/e" 26' Zssns. ELEVATIONSINASIMILARLOCATION. U m ¢ z
MNC UNIT WIDTH GLASS DLO GLASS DLO SASH WIDTH,
29 9ns' 11.WEEP SLOTS=1/4"X 1"LOCATED 3-1/2"FROM BOTH ,,��s�►tnup�����
A SASH WIDTH C ENDS. ,��� P{�ORE4y T����,
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G�4ss n�o GtAss oLo FL PE#56201
XO or OX 1/3-1/3-1/3 NORTH ORT,F1A34288
' � PH.941-380-1574
MAX. UMT DESIGN PFtESSURE SHEEf DESCRIPTION:
TABLE OF CONTENTS CONFIG. SQE RATING IMP�ICT RATING GEN EEVATOIONS�D
GENERAL NOTES&ELEVATIONS..........._.1 XO 7A���X 7Z�� +/-25 PSF NONE ORAWN BV: OATE:
ECTION�V EWS OX'/�zo:�:::::::::::::::::::�a XO 59-3/4"x 66" +/-35 PSF NONE ADE osi2a�os
SECTIONVIEWS'XOX"................................4 �� �� owoa: Rev.:
BOM&EXTRUSIONS....................................5 XOX 1/3 1/3 1/3 87-7/8 x 66 +/-35 PSF NONE cws-si s c
NSTALIATION DETAI&S OTES:::::::::Y:.::6:g XOX 1/4 1/2 1/4 120"x 66" +/-35 PSF NONE ' sc"i'E: SHEET
1:33.33 1 OF 8
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� �1/e"7EMPERED ' —{ �3/16'ANNEALED � �3/16"TEMPERED " W�NQa�M SYSYEMS
� 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
39 INSTAGIAZE 3 39 INSTAGLAZE 3 39 INSTAGLAZE 3 W W W.CWS.CC
PURFECT QIAZE"H' PURFECT GLAZE"H' PURFECT GLAZE'H'
7000 ALUMa
1/2'GLASS BITE vz•c�nss ei� �rr��u�ss e�rE � I-IORZ.SLIDEFi
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PURFECT GLAZE'H' PURFECT GLAZE°H' �39 PURFECT GLAZE'H' '�• �a�
PURFECTGIAZE'M �9Q�� STATE OF 'l�w:
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LUCAS A.TURNER,P.E.
�3 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
�y � ts PH.941-380-1574
, SHEET�ESCRIPTION:
aLAZiNG DETAILS
GLASS TYPE D GLASS TYPE E GLASS TYPE F GLASS TYPE G
RAWN BY' OATE:
NOTE:GLASS TYPE D IS NOT AVAILABLE FOR USE IN
THE FIXED SECTION OF XOX 1/47/2-1/4 UNITS. ' ADE 09/2M09
OWGq: REV.:
CWS-516 C
scai.e: SHEET
1:1 20F8
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OCALA,FLORIDA 34474
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7000 ALUflA.
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Z � NORTH PORT,FL 34288
PH.941-380-1574
3 SHEET DESCRIPTION:
SECTION VIEWS
OX
SECTION VIEW A-A
DHAWN BY: DATE:
. ADE 09/24/09
owo s: Ev.:
CWS-516 G
ITEMS USED BUT NOT SHOWN FOR CLAflITY• scn�:
5,7,1a,17,79,21,29,30,33-35,37,a1-43,a8 SHEET
1:1.33 3 OF 8
_ � iNTER10R --_ -_
P�T����T FRAME CORNER CONSTRUCTION /�,�
_=1TE6A==PART-#-DESCRIP7'IOPt =VENDOR=WIATEHIAL= _ -— ---- ��J/������)(�(�//,J,
y s-�on Fr.Head,F18. Keymark Alum 2��1 .. - -- -- --—_`"'�"��•�
2 H-1140 Fr,Sill,HS-70D0 Keymark Aium r-2°�"{ 2 bNiPl�W SYSYEMS
3 S-1043 Fr.Jamb,HS-7000,L Jb. Keymatk Alum 1900 SW 44TH AVE.
4 &7043 Fr.Jamb,HS-70o0,R Jb, Keymark Alum � I WW CwS.CCA�74
6 H-1569 HD Rxed Mtg Rail Keymark Alum 2• � '2 3�q•
9 S-15s3 Fxd.Mtg.Rail ' Keymark Alum ����
�o s-�ms sa�nTopaaii Ke mark aium �»6• 7000/ALUNI.
ii s-�o�s Sash Btm Rail Keymark Alum iiOF3Z.SLIDEF$
12 H-1138 Sash Meet.Rail Ke mark Alum
13 l-i-1181 Sash BoUPull Rail Ke mark Alum ��E HEAD s�077 SILL H-714o ���_���A�
75 S-1074 Scm Adapt.,w/o leg,Horiz. Keymark Alum
16 S-1075 Scm.Adapt.,w/leg,Vert. Keymark Alum r���s� � � r
17 S-1465 Instatl qi Ke mark Alum T a v �
P SASH CORNER CONSTRUCTION
78 P3804 Roller Assm..Tandem M&M Nylon � 3 4 � o o � o
19 P3042 Sash End C M&M N lon to ti Y Y F
2 0 P�0 4 4 A M I-L i f t S t o p M&M N y l o n z' 1 y�s. g � Q y
21 P-3043 Sash Siop TeamPlastics Rubber 1/16° ' � v�s• w w m m
22 P�038 Swe Lock, Lawrence PlastFc � � z
23 P3100 We Co�,er,o n M&M Nylon ,LL � O
25 P-3309 WSt .,0.210 X.187 bBCk Fi�Seal,Black,SORTouCh Uft�ahdh . FLANGE JAMB S-1043 SASH TOP/BOT RAIL S-1073 a o (A
26 P3011 Wstp.,0.850 x.187 back,faam filled bulb w/wands Uttratab ¢ o Q p w
27 P�305 Wst .,0270 x.187 back FinSeal,Black,SoftTouch Ultra�b � a m a �_ �
28 P3303 Wstp.,0.190 x.187 6ack FinSeal,Gray,SoftTouch Uttratab �112•� ��Jig� � � W Q
29 P-3612 �8 x 1.000 w/1/4'lead Quad PH Type A SMS Fastenal Steel �' o F- v
30 P-3635 #8 x 0.750 Quad PH Type A SMS Festenal Steel �3 y • a o a W
31 P�515 #e x 0.625 Ph'FH Type A SMS Fastenal Steel �py� '�$ � a � �
32 P-3034 PIu9,HS-700D.at FMR M&M Nyton z 1ns• �"-.� 1ns^ ❑ U m ¢ Oz
33 P-3342 Seam Sealar,SM3504 Schnee Silicone L(ifZJ �„se
3a P�257 Gasket,Hd.&Sill at Jb.,SH3500 HOP Closed Cell . �����������+r�i
35 P-3048 Gasket,Sill,HS-7o00 HOP Gosed Cell ,,���y�,p10RE4y TG��•�
36 P�397 Open Ceil Foam Pad FiOP Open Cell UF7 qp�L H-1781 FIXED RAIL H-1563 �.•VP,•��G£�'SF••;Qy+•i
37 P3003 Sfil in Cli M&M F
38 P�o22 Glaz Bd. P TeamPlastics PVC .Ji;' P10 58201 L�7��
39 P�433 InstaGlaze 3,Purfect Glaze"H" Dow.He�kel *� * �*-
40 P-3352 Set.Blk,85 Dur.,1/8'x�8"x 2"Lg, FrankLowe Rubber ��5�8' �S, 5��6" �q�. STATE OF '�++`
41 P-3643 HS-7000 Go{d Cert.Label,NFRC Tab � �/ig. O,p•,�,c w:
� P'2
42 P�881 Tempo Lbl.(NFRCJDP)
,2 ' '',c�••c a a t�?.•�Q��.,.
aa P-asya CWSL61.pogo) 1Vz^ v�s^ vie• ' ,i��sSir�.NAiia�`��••
44 GLASS SEE SHEET2
46 P�218 Screen FrBrtle Atimetal RoIlForm �_ SCREEN CATCH 5-1074 ANCHOR CLIP-1465 Y�
47 P�321 Screen Frame Comer Ke Alimatal Ro1lFarm �'
48 P3581 Screen doth,18 x 16 Flbergiass ph�� PULL RAIL H-1 tae 4/3/2015
49 P�228 Screen Sptine..155 Dia,Blk. Dapa LUCAS A.TURNER;P.E.
50 P�o29 Screen PWI Tab Hudey �4� 2 7/1s°—y FL PE#58201
67 P�3033 Screen ,SS FlaS ring 618� �s � 3/8� I-- 1239 JABARA AVE.
� NORTH PORT,FL 34288
� II �" PH.941-380-1574
1/16° 2. II SHEEf DESCRIPTION:
SCREEN CATCH 51075 � II BOM AND EXTRU510NS
�1!4'
ORAWNHY: DATE:
PLAN VIEW
. ADE 09l24/09
owo a: Rev..
LINE ITEMS NOT USED: CWS-516 C
5,7,8,14,24,8 45 NOTE:ALL ALUMINUM EXfRUS10fVS ARE 6063-T6 UfdLESS OTHERW ISE NOTED. S�� SHEET
' ��2 50F8
— 4 .045"1nfALL 6063=T5 ALUMiNUM-SUBSTRA=T=E _ -_--
- .1=25"-W-AL=L=6063 TS=AL=UMIf�UM=SUBS=T=�A�E -- -- =C--��li�l'fl'
. vvew�v�svsr�w�s --
� 19D0 SW 44TH AVE.
OCAIA.FLORIDA 34474
6"MAX.(TYP.) Z MIAX.O.C.(TYP.) WWW.CWS.CC
SEE NOTE 2 6,��m,P� ]�MAX.O.C.(TYP.)
4'�4'
� 4°�—4" SEE NOTE 2 ,OOO ALUM.
6 �m,P� � I � I ' HORZ.SLIDER
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1Q°MAX.O.C. r r T
(TYP.)� INSTALLATION � o ^ � ',
18'MAX.O.C. ANCHOR(TYP) � W o ¢
(n'P-)� o o � ❑ �
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ANCHOR LAYOUT-XOX ���� No 5820! ';��
ANCHOR LAYOUT-OX AND XO •
THpU FHAA7E iHRU FRAME �*� �*�
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9Q�� STATE QF ��
NOTES: ��i';�5�,�O R+�F'p�=,��
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ���i�S��NA�-�����
�If1�11/Iiti~
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT. LOAD BEARING �
SHIMS SHALL BE CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALIOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIPIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/3l2015
LUCAS A.TURNER,"P.E.
' 4.ALL INSTALLATION ANCHORS MUST 8E MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MEfALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVEM REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTAILATI�N ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NbT BE USED IPISUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET B. SHEET UESCRIPTION:
ANCHOR SCHEDULE AND
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYONO WALL DRESSING OR STUCCO. IdOTES-
7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL METAL FASTEIdERS. 0.125"6063-T5 ALUM.
�RAWN9Y• DATE:
8.PORCH ENCLOSURE SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE ADE 09/24/09
MINiMUM STRENGTH REQUIflEMENTS AS SHOWN IN TABLEi,SHEET 8. owa�: RE .:
CWS-516 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET
FMAJAAMA 100(FIN WINDOWS),FMA/AAMA200(FUtNGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMAIAAMANVDMA 300(EXTERIOR DOORS) 1:20 7 OF 8