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HomeMy WebLinkAbout10-11044 - CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11044 BUILDING PERMIT Permit Number: 11044 Address: 6403 SILVER OAKS DR Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03- 26 -21- 0120 - 00000 -1080 Improv. Cost: 5,707.00 Date Issued: 11/24/2010 Name: CIMORELLI, BRUCE Total Fees: 97.50 Address: 6403 SILVER OAKS DR Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 11/24/2010 Phone: (813)788 -6043 Work Desc: POOL ENCLOSURE 43 X 23 i oil - -. I :1 . , C w 4-�►� f /103 No � -1n izl �l�� ie • •• - 1. - •i - • 11: . 1 Tr •, 1 FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." w 1 - CONTRACTOR SIGNATURE PERMIT OFFI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER - q\: 1 1• ' City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: :1)I S ly nzff'I / (S /Yerl Date Received: to ' 7._ ( 0 Site: (L' 7 n 3 c.31(//✓ 5 �1- - Permit Type: C'4S'Je ��?(- 23 Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ Alt S,y f ( rj Slut )e 1 -ef This co. . ent sheet ...: 1 be kept with the permit and/or plans. alvin " Plans Examiner Date ' ontra • omeowner (Required when comments are present) - 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department //0L1(/ Date Received V !/A;�I 0 -) •-• yyr v Phone Contact for Permitting _ Q Z ` r r 1 1 1 1 1 Owner's Name ( ...1k QrY1 4 \ , Owner Phone Number Owner's Address (j 3 04-14S 3 f^ _ Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS C O 4 ° �c �r • LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED J NEW CONSTR _ ADD /ALT [] SIGN n n DEMOLISH INSTALL _ REPAIR PROPOSED USE n SFR In COMM I I OTHER I TYPE OF CONSTRUCTION n BLOCK 0 FRAME 1 STEEL n DESCRIPTION OF WORK � ORK tr5}, u BUILDING SIZE l3 k Z3 SQ FOOTAGE l S q 1 HEIGHT / 0 nBUILDING $ 5,0-7 VALUATION OF TOTAL CONSTRUCTION nELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY n W.R. E. C. PLUMBING $ //► �(lJI J /�Z / E MECHANICAL /0d `- v I ((�' I I $ VALUATION OF MECHANICAL INSTALLATION nGAS n ROOFING 0 SPECIALTY 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES NO BUILDER • COMPANY SIG SIGNATURE �� REGISTERED Y / N / N Y / N � FEE CURREN I Y / N Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y / N I FEE CURREN I Y/ N Address I License # PLUMBER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address I License # 1111111111111111111111111111111111111 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 Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater 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 Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if 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 licensing 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 certify 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 indude 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 Watercourses. Army Corps of Engineers - Seawalls, Docks, 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 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 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 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF C CEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT ✓ 7 r c CONTRACT S ec}pnd sworn to (or affir ) before me this Subscribed an sworn to (or affirmed) before me this J by m:4 r . "\\Are + L ft 4 2 by o is /are personally known tine or has /have prod cad Who is /are personally known to me or has /have produced as identification. as identification. , ' , ACV 1 , Bu. w �$ Expires Decem•er 2, 010 Nota Public com Commission No Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Suncoast Architecture & Engineering, LLC 4711 34 Street N., Suite G St. Petersburg, FL 33714 TeI# 727- 522 -7207 Fax #727 - 522 -1471 Applicable Code and Design Element Summary Sheet October 5, 2010 Pasco County Building Department 13482 17th Street Dade City, FL 33525 y T_ «;s +JII,I Re: Project Name: Cimorelli Residence Project Address: 6403 Silver Oaks Drive Zephyrhills FL 33592 Project Scope: Screen Pool Enclosure and Patio Cover Contractor: Discount Screen Service t C!`l To: Plan Review: /(� LAS EXA H M/ Applicable Codes, Regulations, and Standards 1. The 2007 Florida Building Code with 2009 Supplements, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1 -A and 1 -B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7 -05. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1. 2. Basic Wind Speed, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: 120 mph. Exposure Category, Paragraph 1609.4.3: B 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1. Foundation Design Actual Sidewall Span 22' -8" Footing Size Foundation design not included. No addition footing or foundation is required by the construction of the proposed screen enclosure if minimum 4" slab is provided Upright Sizing Front Wall Upright 1 Member Size: 2 x 4 SMB Selected Upright 2, 3, 4, and 5 Member Size: 2 x 5 SMB Selected FL #AA26001769 FL G9 #28841 1 © 5 'T r e Project Name: Cimorelli Residence Project Address: 6403 Silver Oaks Drive Zephyrhills FL 33592 Side Wall Member Size: 2 x 4 SMB Selected Beam Sizing Connection Style: Rigid Light (_X_), Rigid Medium (), Rigid Heavy ( ) Member Size: 2 x 5 SMB Selected Purlins Sizing Member Size: 2 x 3 Selected Girt Sizing Front Wall Member Size: 2 x 3 Selected Side Wall Member Size: 2 x 2 Selected Eave Rail Sizing Front Wall Member Size: 2 x 2 with 1 x 2 Selected Side Wall Member Size: 2 x 2 with 1 x 2Selected Required Bracing Front Wall Actual Sidewall Height: 10' -0" Actual Sidewall Span: 22' -8" Bracing: 1 pair 1/8 inch cable Side Wall: Not Required Roof Type 1. Roof Type: Hipped Gable Patio Cover Roof Type Roof Type: Monoslope Roof Material: 3" x 48" 0.024" composite panel Elite 2000, 1.0 density foam, Florida Product Approval Number FL 7561 -R1. Member Sizes Posts: 3" x 3" x 0.093" Upright: 2 x 4 SMB Girts: 2 x 2 Hollow Carry Beam: 2 x 7 SMB FL #AA26001769 A/�''Ca %L►u�� -- FLCA #28841 2 !�[ ©.5 SGT 1 CD Project Name: Cimorelli Residence Project Address: 6403 Silver Oaks Drive Zephyrhills FL 33592 Edge Beam 3 x 2 Hollow, long axis vertical Fastening Schedule 1. Connection No. 1: Carry Beam to Structural Gutter: 1 -1/2" x 2 -1/8" x 1 -1/2" x 0.062" receiver channel with (4) #14 x 3/4" into beam each side and (4) #14 x 3/4" into Structural Gutter. Provide gutter brace at beam connection. Applicable Details Attached: 1. Upright Concrete Detail: B102 -10 2. Purlin or Girt to Beam or Post Detail: C101 -10 3. Upright to Beam Detail: D102 -10 4. Upright to Carry Beam Detail: D108 -10 5. Sloping Purlin to Upright Detail: F103 -10 6. Internal Gusset Connection Detail — Gable Roof: Sheet E102 -10 7. Gutter Detail: G101 -10 8. Post Base Detail: SP1 -10 9. Carry Beam Detail: SP2 -10 10. Roof Panel to Fascia Detail: SP3 -10 11. Screen Room Edge Beam: SP4 -10 12. Cable Connection at Corner Detail: H107 -10 13. Anchor Cable Connection at Foundation Detail: H105 -10 Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates — Large Aggregate 3/4" max — ASTM C 33 iii. Air entraining +1- 1% - ASTM C 260 iv. Water reducing agent — ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars — ASTM A615, grade 60 ii. Welded wire fabric — ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5 ". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. FL #AA2600I769 FL CA #2884I 3 nC.rr 1 0 Project Name: Cimorelli Residence Project Address: 6403 Silver Oaks Drive Zephyrhills FL 33592 Specifications (Cont) f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. 2. Aluminum extrusions shall be 6005 T5 Alloy and bear the die mark of Ashe Industries. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam Sections are to be stitched with #12 screws 3" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. Please notify us at your earliest convenience if you have any questions or need additional information. Sincerely, G. Maurice Blakeman FL Registration # AR 0006040 FL #AA26001769 (.�r Ve (a4eAt FL G9 #28841 4 C25 C.GT j O Suncoast Architecture & Engineering, LLC 471 1 34 Street N., Suite G St. Petersburg, FL 33714 Tel# 727 - 522 -7207 Fax #727 - 522 -1471 Dimensions of Aluminum Members HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.044" 2 x 3: 2" x 3" x 0.050" 3 x 2: 3" x 2" x 0.045" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1 "x2 "x0.040" 1 x 3: 1 "x2 "x0.045" TILT SECTIONS 2 x 3 Tilt: 2 "x3 "x0.045" 2 x 4 Tilt: 2 "x4 "x0.045" SNAP SECTIONS 2 x 2 Snap: 2 "x2 "x0.045" 2 x 3 Snap: 2 "x3 "x0.050" 2 x 4 Snap: 2 "x4 "x0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" FL #AA26001769 / y /, _ .'--- FL G4 #2884! 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V L Q i� ENV �1 � ill' N t li (44 3 fin -.4 t) NI ig -, 7,7i ,, p 7.4 z.. °i -soil ‘ �► c I . r:- 1 4.11.-Js fs o I ? 0 9) N 1. a 00 (N o r ` 5xzi 4 I S)k z Z � Vii. i . 1 t-1 '` IA ,� c c - ! �dwG N w i 4+ v` r . j 1 I II H I ° V� f Y t�F .. p� 0- � d J ` fi ,( D 6 CJ \ \.Ol -TidS v S � E1YdS`• a ( � L X �yr 5 -- -� o/" c �"7, to ' a) id a V 1 - r to �fl p o u vd I V 7. N z 3x2 n ` 2 77 u 0 2x2 , 2,t2 . 2x2 v. 6,G: I 5 .tep.' ... - - 5.6 ' ct c Ua-r 1 0 SCREENED ENCLOSURES x 2" x 2 X UPRIGHT SIZE - 2" BREAK FORMED 5032 H -32 ANGLE SELF - MATING OF SNAP MIN 3 SLAB 2500 PSI SECTION - TYP CONC w/ FIBERMESH ivy w 1" x 2" O.B. BASE PLATE - TYP 1 MIN CONC ANCHOR EMBEDMENT 2'./. MIN 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB SIDE VIEW (1) 1/2" CAP SCREW w/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER MAY BE USED WIND ZONES 130 + USE TIGHTEN TO CONTACT - DO NOT (2) 3 /" x 4" LDT OVERTIGHTEN WIND ZONES 100 TO 120 USE (3) 1/4 X 2 1/4" TAPCONS 1" x 2" BASE PLATE ANCHORED TO CONC w/ 1/4" X 1 1/2" QUIKSET 6" _ Romig MAX O.C. MAX EACH SIDE OF POST AND 24" rill �', ALTERNATIVELY - IN PLACE OF . ANCHORS, NOVOBOND 900 -090 ! ADHESIVE MAY BE USED - APPLY 6" 3/8" WIDE BEAD TO OUTSIDE EDGE a A - NO BEAD WITHIN 6" OF UPRIGHT. 24" C/C LEAVEW 1" GAP FOR FRONT VIEW DRAINAGE - MAX VERTICAL GAP = 1/4 ", CONCRETE MUST BE CLEAN AND UNSEALED OR ACID ETCHED PRIOR TO APPLICATION OF ADHESIVE 2" x 4" OR LARGER SELF - MATING SECTION UPRIGHT TO DECK DETAILS SCALE: 3" = 1'-0" 1 SUNCOAST ARCHITECTURE & ENGINEERING ' 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 0.--5 Cal 1 0 TEL: (727) 522-7207 FAX: (727) 522-1471 a •� I FLORIDA LICENSES: AA26001769 & CA #28841 PAGE B- 102 -10 © COPYRIGHT 2010 NOT TO BE REPRODUCED 114 WHOLE OR 114 PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES 2 x x (GIRT WIDTH + ALUM BACKING PLATE - -- li II (4)#10 x 1 Y2" SMS INTO SCREW C BOSSES SNAP OR SELF - MATING BEAM SNAP OR SELF - MATING BEAM ONLY PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: 3" = 1' -0" SUNCOAST ARCHITECTURE & ENGINEERING " 1 Q 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA #28841 © COPYRIGHT 2010 PAGE C 101 - 10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES FOR SLOPED BEAMS, MAINTAIN 5/8" SCREW SPACING SELF - MATING 5" BEAM - NOTCH FROM EDGE OF BEAM FOR UPRIGHT .062" INTERNAL BACKING PLATE TO COVER ALL SCREWS 2" x 2" GIRT SECTION - ATTACHED TO BEAM w/ (4) 1 %2" SMS 1" x 2" OPEN BACK GIRT SECTION` ATTACHED THRU UPRIGHT TO BEAM w /(2) #10x1 " SMS & TO GIRT w / #10X1 Y2" SMS 24" C/C (8) #14 x %" SMS EA SIDE 5/8" TYP @ EDGE I 1" 1" 4" (MIN) UPRIGHT VARI S RIGID LIGHT CONNECTION - #14 SMS - ALL WIND ZONES- 5" BEAM SCALE: 3" =1-0" SUNCOAST ARCHITECTURE & 0e/i W��'�'� ��' ENGINEERING C:%26 O�? ) O 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA26001769 & CA #28841 © COPYRIGHT 2010 PAGE D- 102 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES SELF- MATING 7" BEAM - NOTCH FOR SLOPED BEAMS, FOR UPRIGHT MAINTAIN 5/8" SCREW SPACING FROM EDGE OF BEAM .062" INTERNAL BACKING PLATE TO COVER ALL SCREWS 2" x 2" GIRT SECTION - ATTACHED TO BEAM w /(4)1 1 / 2 " SMS �. 1" x 2" OPEN BACK GIRT SECTION ATTACHED THRU UPRIGHT TO BEAM w /(2} #10x1 % " SMS & TO GIRT w/#10 X 1 Y2" SMS 24" C/C 0 o 1 5/8" TYP i (6) #14 x %" SMS EA SIDE 5/8" TYP @ EDGE f-1 "-/ /-1" t 5" (MIN) UPRIGHT VARILS RIGID LIGHT CONNECTION - #14 SMS - ALL WIND ZONES - 7" BEAM SCALE: 3" =1-0" SUNCOAST ARCHITECTURE & (4v41.44/141-•%- ENGINEERING wT 10 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA26001769 & CA #28841 © COPYRIGHT 2010 PAGE D- 108 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSIONOFSUNCOASTARCHITECTUREAND ENGINEERING SCREENED ENCLOSURES 1 2" x 2" PURLINS ATTACHED TO BEAM w /MIN (4) #10 x 1 Y2" SMS BEAMS BUTT TOGETHER 3/16" 5052 -H32 GUSSET / B E r___ / 0 0 5/8" ® 0 ® 0 0 ® ® 0 5/8" / / 5 " 5" 5/8" 1'-4" #14 SMS 1 1/4" C/C NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING 3. GUSSET LENGTHS REMAIN CONSATANT, WIDTHS CHANGE TO MATCH BEAM SIZE TYPICAL GUSSET PLATE CONNECTION DETAIL - RIGID MEDIUM SCALE: 3" =1-0" SUNCOAST ARCHITECTURE & ENGINEERING (4 4711 34TH STREET NORTH, SUITE G DS CejT 1 Q ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: M26001769 8 CA #28841 PAGE ©COPYRIGHT2010 E- 102 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES PURLIN PROJ PURLIN LENGTH X 2" X 1/8" 5032 - H32 ANGLE EA SIDE OR PROJ PURLIN LENGTH X 2" X .063" 5032 -H32 RECEIVNG CHANNEL fi 2" x 2" EXTRUSION ICI 1" x 2" OPEN BACK EXTRUSION NOTCH POST AS REQUIRED UPRIGHT SLOPED PURLIN CONNECTION DETAIL SCALE: 3" =1' -0" ���_ SUNCOAST ARCHITECTURE & ENGINEERING e5 W r O 4711 34TH STREET NORTH, SUITE G { {{ ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA26001769 & CA #28841 © COPYRIGHT 2010 PAGE F- 103 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES ■ I GUTTER MATING ELEMENT BRACE 11111 111 _ , 1 (4) 3/8" x 2" LAG SCREWS 1" APART THRU EXTRUSION 6" WIDE EXTRUDED GUTTER BRACES REQUIRED AT ALL BEAM OR UPRIGHT ATTACHMENT POINTS MATING ELEMENT e e . 11/ 0 - BEAM 0 0 OR < 0 0 °Pir ANGLED 0 0 CONTRACTOR TO VERIFY OR FLAT 2" x" FASCIA - IF 1" x" ' ® ® FASCIA OVER 2" x " SUB FASCIA, LENGTHEN LAG 2" x 2" x %8" X BEAM HT SCREWS TO FULLY ALUM ANGLE EA SIDE w/ PENETRATE SUB FASCIA. #14 x 5 /8" SMS 1 1/4" O.C. EA IF OTHER FASCIA, ADD 2" x WAY INTO BEAM - EA SIDE 4" PT FASCIA w/ %2" LAG w/ .062" INTERNAL BACKING BOLTS -1 Y2" INTO TRUSS PLATE TAILS - COUNTERSINK FLUSH. WHEN INSTALLING Y2 LAG SCREWS, PRE -DRILL w/ 3 /8" DRILL TO (4) #14 X 3 /4" SMS INTO PREVENT SPLITTING. GUTTER 6" EXTRUDED GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL SCALE: 3" =1-0" I SUNCOAST ARCHITECTURE & ENGINEERING 0.5 er " 1 0 4711 34T1-1 STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA26001769 8 CA #28841 © COPYRIGHT 2010 PAGE G- 101 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING • 7 7 " too sT -_ " TfZ t11QW 2) t /4" G►21 �I lz Gv 01 0-- frMC 1' ? 4 ir1 1 1 "'• _ JO. 1 � PROJECT ADDRESS: SUNCOAST ARCHITECTURE & C__4/140 ENGINEERING 4711 34TH STREET NORTH, SUITE G I f 5 O/�.► 0 ST. PETERSBURG, FL 33714 If L5 GI 1 111 1 TEL: (727) 522-7207 FAX (727)522 -1471 FLORIDA LICENSES: AA26001759 8 CA #28841 © COPYRIGHT 2010 PAGE Srl. "1v NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING • - 6 � \ 3 4 1� \ r'2 x t " -a.o�" ! p - , 1 v 2 cl�AV. IJ 0 t�l (3) A tom- ms's sa u t'ra tv - 1z 1.4 n+. gp cb....A.p ptit.L � � c b- a4-o" L.1( #14. Y-- Sld. Q l2 " G. Sr•c� - Std L PL Tr' P. -�t # 10 y. NI' b► o!� - I c7. �>�Z uj°1?�6l -tiT co r -tt1 C I Purl E- f- too -L4, @ Tot C ).. pepo_ �itu.tc.Tuv -04- 6uTrT2- - --Gpnt ►-1 g o►. _ "11X Xd. oQr", pt,,,-1 -P.A.. r-1 'Z'1 _T1t7 T I I./ e -- r / ( -/8 ! �J . Vic. 1,-41 7-14-1241. P I-'j'S PROJECT ADDRESS: SUNCOAST ARCHITECTURE & f ENGINEERING 4I • 4711 34TH STREET NORTH, SUITE G 05 Cefr-- 1 O ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: M26001769 & CA 428841 PAGE © COPYRIGHT 2010 S I ^ ! 0 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING V' x O. 4 GP t l-t- kV C2-) L 4 Y• lr2 d •G• I/-4. t M64.1 65 'aN t9(.t tit FiGn s atu-ri IS�a! -k Q)r4.1�Lh4�}. 4101-1 6)0.14 2 -I� ! �- -1 ►. 12 t..t 42 PA. 4 : () . 1 o x'4 - r - r - ct-t tom - 3/4" ¢7r izl5 per C. to'6° boTTDM. • 3 "s 1 -0" PROJECT ADDRESS: SUNCOAST ARCHITECTURE & JQJ�� ENGINEERING ( 4711 34TH STREET NORTH, SUITE G © 5 Q G ' O ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA26001769 & CA #25841 © COPYRIGHT 2010 PAGE 13 NOT TO BE REPRODUCED IN WHOLE OR IN °ART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING r�' tZ.00 I a r-J L jaP 1 7 9 t.1- 4 - I.t`CS) W I o X Si-4 S 1,4/ NEO- I,.casj-\ - - f � (.4) to tic2M G1a- SI i � (Nero -✓Gf W. 1?� o s� IMF T cam. S v r - �Glai 2 1- o" PROJECT ADDRESS: SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 O5 T 1 O TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: AA260131769 & CA #28841 © COPYRIGHT 2010 PAGE - t c7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES 1/8" S.S. CABLE ° co l b a a a 3 (4" NOMINAL) SLAB MIN • a 3 / 8 " x 3 /8" EMBED WEDGE ALL 2500 PSI CONC 6 x 6 -10 x 10 ANCHOR WWM OR FIBERMESH CABLE CONNECTIONS AT FOUNDATION SCALE: 3" =1-0" SUNCOAST ARCHITECTURE & COViteD C ENGINEERING © CDC-1" I O 4711 34TH STREET NORTH, SUITE G �•/ ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: M26001769 8 CA #28841 © COPYRIGHT 2010 PAGE H- 105 -10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES (9) #14 X 3/4 SMS 1 /e PLATE ON 45° ANGLE 0 0 0 0 • • I / 0 ® / EYE BOLT FOR CABLE TENSION 0 • PERIMETER FRAMING I I CABLE CONNECTION AT CORNER SCALE: 3" = 1-0" SUNCOAST ARCHITECTURE & ENGINEERING C.1-5 /0 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522 -7207 FAX: (727) 522 -1471 FLORIDA LICENSES: M26001769 & CA #28841 © COPYRIGHT 2010 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING H- 107 -10 ti DIscoVNT SCREEN SEflvIcE, • "FOR ALL YOUR SCREENING NEEDS" 736 West Fort Dade Avenue. Brooksville, FL 34601 (352) 754 -9884 - Fax (352) 797 -0989 Quality Pool Enclosures, Screen Rooms and Carports! Name: $rte_ Phone: . Address: • City: • State: Mansard ab / Flat / Other Bronze / White Pasco Hernando / Citrus Pool Contractor: x L3 k Entire Roof: ro g44-1 Sq. Ft. = $ 1513' yd Entire Walls: glo Sq. Ft. = $ Price based on 1.z) walls. Aluminum Roofingi nsulated Elit / Pan Roof 291 Sq. Ft. = $ 2392' 13x Z-3 Carry Beam: 7-3 FT Sq. Ft: = $ Z ia `'* Fan Beams: 10 4 Sq. Ft: = $ rt I L Super Gutter: 51 FT Sq. Ft: _ $ 510 - 1/4' Kick Plate: FT Sq. Ft: = $ # of Doors: Z Sq. Ft: = $ 150*"`" Privacy Screen: FT Sq. Ft: = $ Permits & Fees Sq. Ft: = $ 2,32) S't \-.s Rescreening $ Vinyl Acrylic Glass Windows Concrete $ T o t a l = $ 6 5 - 7 0 - 7 • This is a binding contract. By signing you are authorizing Discount Screen Service, Inc. to purchase material to comply to this contract. Due to the escalating cost of aluminum products written estimates are only good for 30 days. Buyer agrees to pay for all goods supplied to them. Past due accounts of 30 days are subject to interest at the highest rat allowed by law. Buyer agrees to pay all attomey's fees in the event this transaction is placed for collection. Si gna Date of Completion: Date of Estimate: . 10/0Q/2010 15:09 3526880339 ADVANTAGE INSURANCE PAGE 01/01 ,,rte OATE(MM /DOIYYYY) -Aa:� � CERTIFICATE OF LIABILITY INSURANCE 10 /06 /10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND C ONFERS NO RIGHTS IGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. - - -_ IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, aubJect to the terms and conditions of the po11Cy, certain policies may require an endorsement. A statement on oils certificate does not confer rights to the eertlticnte holder In Ileu of such endorsemeht(s), PRODUCER _NAME: Advantage Insurance, Inc. pH C N N p t1• �N — _ _ • •• -- 13224 Spring HIII Drive • W AIL s _ - - — g rin H ill FL 34 609 PRODUCER P 9 _c.U3.T- OMER1AJr• - - -- -. Rhone (352)688-1518 Fax (352)686 -5339 INSYREJS) AFFORDING COVERAGE ..,,., NAIC r INSURE° INSURER A_ BANKER INSURANCE - VECTORS i Discount Screen Service, Inc., John Lane INSURER B_ __ 736 W. Fort Dade Avenue INSURER D : — Brooksville, FL 34601- INSURER D : - — ..... l (352) 754.9834 INSURER E; _. --- -. ......._.. - -,__ .._.._ — . _. INURER_F .. - .. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _ ( THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSION; AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - -- — - _ INs - - -- mu OtBFF - - F OLTOV E 7ilr' _ - ' LTR TYPF OF INSURANCE ADU l WVO )-J POLICY NUMBER putrei isivvYYMMIODIYYYY) _ LIMITS GENERAL LIABILITY EACH OCCURRENCE -- 1 300,000 1 0AMAGCTD' RFATEf ICI COMMERCIAL rFNERAL LIABILITY PREMISES (Ea oceunencn) S •- _ 100,000 OCCUR 090005311445105 MED EXP (An 1 - 1 ' CLAIMS -MADE ..17 y one PereoM _ 3• _ 5,000 A ...__ 06/17(2010 0e/17/2011 - ' PERSONAL 6 AOV INJURY S 300,000 0ENERALACCREOATE s 600,000 GN'L A3•ItEAATE LIMIT APPI.IES PER: PRODUCTS • COMP/OP AGG $ INCLUDED 'd POLICY n PRE. I1 LOG f ..- - - .... .. AUTOMOBILE L14QILITY COMBINED SINGLE LIMIT $ (Ea aeeldent) ANY AUTO BODILY INJURY (Per person) F ALL OWNED AUTOS BODILY INJURY (Per accident) S 1 .1 SCNEDULED AUTOS PROPERTY DAMAGE S 1 HIRED AUTOS (Per accident) r i L .__ NON-OLVNED AUTOS l I I UMBRELLA LIAR i= OCCUR EACH OCCURRENCE. $ : GXCESS•LIAB ] CLnIMS•MADE AGGREGATE t ..,... . I 1 OCDIJCTIEI E 5 R ETENTION $ ... _. — ...... _•_ s WORKERS COMFKNSATION t_ rr-I T W OBy..LJ .Lr V.IiiiU• J.� E(^l 0TH• . MO EMPLOYERS' LIAaILITY _. ANY PROPRIETOR /PARTNER /EXECUTIVE Y f N N f A E.L. EA _ CH _ ACCIOENT _ S oi:ric R/MEME . EXCLUnEn? _ (Mnnuacory i11 NHI E.L. DISEASE • EA EMPLOYE S if vr., dree under E.L. DISEASE • POLICY LIMIT $ OSSCRIPTION or OPERATIONS below ._,. —_... .. _._ —,... • ---. —_., ...._ —._ .., —_.. • DESCRIPTION OF OPERATIONS I LOCATI - - -••• E.L. DNS! VEHICLES JAtisch ACORD 101. Additional Remora* Selledulo, It mere *pada 1* regliuedI SCREEN AND SOFFITS INSTALLATION SERVICE L ._..._ : _____ .. .._ CERTIFICATE HOLDER CANCELLATION sHOULO ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN CITY OF ZEPHYRHILLS ACCORDANCE WITH THE POLICY PROVISIONS. • 5335 8TH STREET • ZEPHYRHILLS, FL 33542 Avrt1OR REPRESENTATIV 4 FAM/813.7E10 -0021 1 . , im , I . _.. _._ . - ___....._ ._- . _ -.... -- - - - ... I ; r ,. "_ " -. . / „985 -2009 ACORD CORPORATION. All rights reserved. J ACORO 25 (2009/09) OF T ACORO name and logo are registered marks of ACORD • • ,...., _- . - — . ....____ ..._ „, .g of %to tiv,ir. ,. i y 0 . 1 .V- 1 „. \ A.t-t .. ' -°.-.) - \-..-- '' , `.- , i.' 7 . v, . ,,, . , -.. , ro - .1 ,,, ' ' 6 ''''' .. *:'&...';? , .:- . 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'.", ,, ' :() #ert # viifi, . Ze .0 9 i p . -rxr„- „ ,.r.„0 -,--, 5-v' ........... '-.7:-. tr. .....,,y ;;;)%y,( 7 ,' , • , c ., , ..,,..„. e .,..,,. , . ,,,..,„ .7, I, - - "" \• P ---', (7 • ----":( :' .-....". r• T ', P4 , _.,..' "r. r' • • 06 -02 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 06/02/2010 EXPIRATION DATE:. 06/01/ 2012 PERSON: LANE JOHN FEIN: 200405836 BUSINESS NAME AND ADDRESS: DISCOUNT SCREEN SERVICE INC 736 WEST FORT DADE AVENUE BROOKSVILLE ' FL 34601 SCOPES OF BUSINESS OR TRADE: 1- ALUMINUM CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 054141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Persoaat to Chapter 440.05413 ), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time alter the filing of the notice or the issuance of the certificate, the person named ou the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate et any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES .t!' 'Y DIVISION OF WORKERS' COMPENSATION + F to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA p L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW D chapter. EFFECTIVE: 06 /02/2010 EXPIRATION DATE: 06 Pursuant to Chapter 440.05112), F.S., Certificates of election to be PERSON: JOHN LANE H exempt... apply only within the scope of the business or trade listed on FEIN: 200405836 E the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt DISCOUNT SCREEN SERVICE INC and certificates of election to be exempt shall be subject to revocation 736 WEST FORT DADE AVENUE if, at any time after the filing of the notice or the issuance of the BROOKSVILLE, FL 34601 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- ALUMINUM CONTRACTOR section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 Discount Screen Service Inc. This letter is to notify City of Zephryhills building Department that I authorize Margaret Lane to do as needed on my behalf for the permitting process Thank you, John Lane ci C /0 6-Pr ,7 /T o 4 2 r/o ✓ C{_ GV (7'74-ci) ,2_6/0 A estv ;,.,, SHERRI L. LUCIER 1 • ti ,s Notary Public - State of Florida . ; My Comm. Expires Apr 19, 2013 o� # P „ „1 ,,, = Commission DD 848052 Bonded Through National Notary Assn. 0 . ...«>. ..� . ;:�,�,. ,..„ i 3 4 . . ................_ .........