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129 Magnolia Park Trl - 08-000590 (2008) SCREEN ROOMt,, y-• r( CITY OF SANFORD PERMIT APPLICATION p Permit # : v 0 1( o Date. ir7 CEll/... Job Address: Z yLtc;l'F '/« r 14i ADescription of Work: G3 r/r l Historic District: % C Zoning: Value of Work.• $ 0 C — Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling IJnits: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: Contractor ame & Address: Attach Proof of Ownneerrship & Legal Desc I` a fd(Gt G i H Z 9 Phone: rSvGiu Cdz/y `lS I,_,_,, " c' J r Cr r a r 7 State License Number: C f Phone & Fax: t / , 4 —?,/ l 9 6 7/?-2Z3 Contact Person: —fi Phone: Bonding Company: Address:: Mortgage Lender:— Address: Architect/ Address: Prom Phone: Fax: A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws rcgula.ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, scat agencies, or federal agencies. Acceptance of permit is verification that I wil tify wner of the property of the requirements of Florida Liett`La FS 71 . Signature of Owner/Agent Date Signature of Con&efoAgent J Date t4 Print Oyrner/Agept's blame i Print_Coniractor/Aeent's Name% _ pp& grr"uesefiNgary l41 906S, 300 uoisSiwwoD 4005ueH W apaBpuB r eo,,, 1.: to alelS apand lueloN Sand Andvo Produced ID PXr Na,Nbtan o-+blic State of Florida da NancoCk Sign o My Convu+sa a' D0u7890$ 9? orfloa Expires03/07i200P Known to Me or ZO Contractor/ Agent is _ Produced ID of Flori =o„ 's 4b`g y public State of Florida BrogetteMHancockl— Q My Commission DD678908 ofnoExpires03/07/2008 APPLICATION APPROVED BY: Bldg: '' Zoning: 7 1'tI ' 'L~ U 3 Utilities: FD: In' & ate) (Initial & Date) (Initial & Date) (Initial & Date) IFSpecial Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 126 1W 1a DAviD JOHNSON. CPA, ASA 137 161 164 PROPERTY a2 APPRAISER o SEMINOLE COUNTY r 133 1J2 1101 E. FIRST sT SANFORD, FL32771-146B TR U-1 407-665-750E 2008 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 18-20-31-507-0000-1290 Depreciated Bldg Value: $203,935 Owner: GERDEMANN THOMAS A & KATHLEEN Depreciated EXFT Value: $0 Mailing Address: 129 MAGNOLIA PARK TRL Land Value (Marken: $47,000 City,State, ZipCode: SANFORD FL 32273 Land Value Ag: $0 Property Address: 120 MAGNOLIA PARK TRL SANFORD 32771 Just/Market Value: $250,935 Subdivision Name: MAGNOLIA PARK Assessed Value (SOH): $250,935 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $ 250,935 Dor: 01- SINGLE FAMILY Tax Estimator Tax Reform Calculator SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount: $4,701 WARRANTY DEED 08/2006 0 447 1259 $309,200 Improved Yes 2007 Taxable Value: $251,965 WARRANTY DEED 04/2006 06198 0393 $882,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage DepthPLATS:; Pick.. Method Units Price Value LOT 129 MAGNOLIA PARK PB 63 PGS 54 - LOT 0 0 1.000 47,000.00 $47,000 59 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid TypeFixturesExtWallBidValueNumBitSFSFSFNew1SINGLE 2006 12 2,366 3,066 2,366 CB/STUCCO $203,935 $205,995 FAMILY FINISHAppendage / Sgft OPEN PORCH FINISHED / 162 Appendage / Sgft OPEN PORCH FINISHED / 102 Appendage / Sgft GARAGE FINISHED / 436 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recentlypurchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re—web.seminole—county_title?PARCEL=l 820315 070000129... 12/ 12/2007 Limited Power Of Attorney Date 12-10-07 I herby name and appoint Mary Eden of Eden Construction Corp To be my lawful attorney in fact to act for me and apply to City of Sandford Building Dept. For a Building permit for work to be performed at location described as: Parcel Id# 18-20-31-507-0000-1290 GERDEMANN, 129 MAGNOLIA PARK TRL, SANFORD FL 32273 Job Name and Address THOMAS GERDEMANN,129 MAGNOLIA PARK TRL, SANFORD FL 32273 Owner of Property and Address and to sign my name and do all things necessary to this appointment Type or Print Name ofCertifiedVContractoand 44SignatureofCertifie The foregoing instrument was acknowledged before me this6rA . Day of a%crP,A; 20eBy who is pea,,/(6eL& me and/or has produced E,?S 0 --7asidentificationandwfio dd(& rJ5 falter an oath Notary commission# Expires ,qa,11 7 2008- r"A(Pt)N publrt: $;Qlv of Floridariipgt NA i;ngp,k MY Go n se., f3Cifi7Cf9089? 0r rtin Expires 03?0?;2000 I loll If 1111111111 "1111111111111111111111III 1f III II if I IlalPermit Number Parcel Identification Number & 20 RI - 507- 00 0 l Z 5f iJ Prepared by: dear Cnonstrtictiion Totpot 60n 10151 University Blvd. Ste.1, 7 LTr`, Returnto: Orlando, FL 32617 407 6,71 9697 MMENC NOTICEOFCOIk, State of Florida°: County ofS,,, yyL [A) 'o, k a The undersigned hereby gives notice that improvements) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. MARYANNE MORSE, CLERK OF CIRCUIT CWRT SEMINOLE Ct1MTY BK 06904 Fg 02871 tlpg) CLERK' S # 20080024:24 RECORDED 01/08/2008 11:b0:10 AM RECORDING FEES 10.00 RECORDED BY T Smith CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT ^'TIRII SEMINOLk COUNTY, FLORI[ BY CLERK 8 1. Description of property (legal description of the property, and street address if available) / Z j'(l4li%1i'G 2. General description of improvement(s) n ` x2—'c? c+ 3. Owner information Name & Address C , =f -vtr z % '91/6j pet %-/ S cr l rG Telephone & Fax Number's '73Zr' ' Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name & Address Telephone & Fax Number --__.. 5. Contractor Name & Address TelePhone & Fax Number cl,9 7 6. Surety (if any) Name & Address '--- Telephone & Fax Number Amount of bond $ 7. Lender (if any) Name & Address Telephone & Fax Number d 7/ Z-z- C-38. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7, Florida Statutes. Name & Address Telephone & Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713. 13(1)(b), Florida Statutes. Name & Address Telephone & Fax Number 10. Expiration date of notice of commencement (the expiration date is 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 I, 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. - - _ i Dom uS' 65cT,Y' Signature of Owner or Owners Authorized Ofricer/Director/Partner; AQanager Print Name a. Sworn to (or affirmed) and subscribed before me this l `t day of 'Ofttmhel , 20 67 by - I rWAVL5 ,mu Grcc 4 as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed. personally known to me OR produced 1, Ca5 ZJ-q Zy as identification. a. 6YPJy, tlUt:'l rYt UtiilG :Jtd'IYC1 'I:iIG'ri Signatur of INtary SEAL 7' A pri(?p ttc- M ddancoei co,,)rniBSfpn DD878908 Name ( print) Expires 0310/120G8 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing (in line # 11) Above E Check List for Screen I Room 1 of 1. Design Statement with the Aluminum Structures Design Manual by These plans have been designed in accordancethe 2004 Florida Building Code Edition with 2006LawrenceE. Bennett and are in compliance with osure Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part IM & fan g or'C'n or'D.Cl; importance Factor 0.87 for 100 MPH and 0.77 for 110 MDesnnPressuTes MPH for 3 second wind gust velocity bad; Basic Wind Pressure g MPH or a 3A-ii: for screen / Vinyl Rooms can be found on p ' PSF for Walls a .B" exposure _ o PSF for Roofs & PSF for Walls b. 'C" exposure = PSF for Roofs & PSF for Walls c "D" exposure = PSF for Roofs & Negative I.P.C. 0.18 •B" ex sure bads by factors in table 3A-C on page 3iii. For "C" or "D" exposure design bads, multiply Po li. Host Structure Adequacy Statement: it and attachments made to theIhaveinspectedandverifythatthehoststructureisingoodrepair structure will be solid. - 7 ch, fo Phone: Contractor / Authorized Rep' N ( ease print) Date: 7 4 8 Contractor / Autho R Sig ature 3ZZ 73 Job Name Address Projection of room from host structure shall not exceed 16'. Note: Ill. Building Permit Application Package contains the following: INo A. Project name & address on plans - B. Site plan or survey with enclosure location ... ....... . Contractor's / Designers name, address, phone number, &signature on plans .. C. D. Site exposure form completed - - - - - - - - - - - - - - E. Proposed project layout drawing @ 1/8' or 1/10" scale with the following: attachment, enclosure length, and - - - - - - - - 1. Plan view with host structure area of from host structureprojection 2. Front and side elevation views with all dimensions & heights 3. Beam span, spacing, riate 3A.1 series tables) Select beam size from approp ht height. spacing. & size ................. . ....... . 4. upright 9 to 3A.2 series tables) Select uprights from appropriate Check Table 3A.3 for minimum upright size) s. Chair rail orgirt$ size, length, & spacing ................. . Select chair rails from appropriate 3A.2 series tables) 8. Knee braces length, location, & size ........ . .. . . ........... . Check Table 3A.3 for knee brace size) No IV. Highlight details from Aluminum Structures Design Manual: thickness, spacing, & spans / lengths. Indicate ...... yes A. Beam & purlin tables w/ sizes, Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure toC" or "D" Exposure for load widthJA_C_MPH wind zone and/orLookupspanon120MPHtable and apply the following formula: Required Span Span / Height s @ 120 MPH @ 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier** L______ Exposure Muttiplier Must have attended Engineers Continuing Education Class within the past two years. Appropriate multiplier from page 3A4i and page 3A4ii. b-7 Design Check List for Screen I Vinyl Room (Paqt? of 2 11, B. Upright tables w/ sizes, thickness, spacing, & heights ------------ - - - - - - -- - - Tables 3A-2-1, 3A-2.2. or 3A-2-3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or V Exposure for load width. Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH 0-00 (bord)x 1-00 (bord)x 1-00 (bord)= Wind Zone Multiplier'"' - J t --- Exposure Multiplier Yes No El C. Table 3A.3 with beam & upright combination if applicable ...................... D. Connection details to be used such as: 1. Beam to upright---------- ------------- ------------- --------------------- 2. Beam to wall--- ---------- -------- -------- --- -------------- 3. Beam to beam-- --------- --------- ............ — -- 4. Chair rail, purlins, & knee braces to beams & uprights ------------ 5. Extruded gutter connection ------------ -------------------- ------------- 6. U-dip, angles and/or sole plate to deck. - ------------ ---------- E. Foundation detail type & size -------------- •........................ Notes: Appropriate multiplier from page 3,kii and 3A4ii- b-8 SITE EXPOSURE EVALUATION FORM j I I i I QUADRANTI 1500' j EXPOSURE I l 1 1500' - I I 600' 1 i I QUADRANT IV ( 0' 1 QUADRANT II I 600' --4loo- - 4 I j EXPOSURE, 1 40, Imo'- 1 EXPOSURE_ j 600' I I I 1 I I 1 j QUADRANT ul I 1500' I EXPOSURE ! I - i I I-- --—--- --- --- --- --- --F---- -------.J NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 809 USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT VLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVERPATERFOR A DISTANCE OF AT LEAST 1 MILE. ( SITE IS EXPOSURE: EV AT BY: L"" k"` DATE: T % SIGNATURE: LICENSE #: C e) C cc; `f 7 b- 14 OPOIC-77'' I i Permit #: Project Name: 08-590 Screen Enclosure 10x20 with 3" composite roof panels Address: 129 Magnolia Park Trail Plans Reviewed By: Richard Denman 01/14/2008 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may found in the Public Records of this County and there may be additional Permits required from other Governmental entities such as Water Management Districts, State Agencies or Federal Agencies. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. Fn REVt-7 ID K 0A,%1, F PERMIT # DATE: p ILA PERMI' DATE: SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM _ SEE TABLES 3A.1.3) FFICEI H HOST STRUCTURE OR FPAA 1URTH WALL FRAME NS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL . RIDGE BEAM SEE TABLES 3A.1.4) i'INS RWINE.Wv , TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, R 32121 Telephone # ( 386) 767-4774 Fax #: (386) 767-&W Email: leb bellsouth.net PAGE Qc COPYRIGHT2W6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE EE BENNETT, P.E. 3A-1 SECTION 3A SCREEN; ACRYLIC $ VINYL ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1 /4" x 1-3/4" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS crAI - 'ZIA" - It-n" 2" MIN. 1" PER FT. MAX. FOR 3-1/2" (TYP (1) #5 BAR CONT. 2'-0" MIN. ALL SLABS) — BEFORE SLOPE TYPE FLAT SLOPE / NO FOOTING 0-2" / 12" oo 8" - TYPE II TYPE III MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 2" / 12" - 1'-10" > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2) #5 BAR CONT. Bearing capacity of soil 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForce'*' e3T"' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION` 2),#10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. IDE WALL HEADER TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" Q.M.S. IDE WALL GIRT ATTACHED TO x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsanhnet PAGE © lll1COPYRIGHT26 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND OLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = V-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2"x 2" OR 2"x 3"OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, SouthDaytona, F132121 Telephone #: (386) 767-4ri4 Fax #: (386) 767-6556 Email: leb beffsouth.net GHTIPAS 3A-4 I O NOT TOI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ _ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES _ - 2" x 2" OR 2" x 3" HOLLOW I GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL I POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST IW/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" IHOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: leb belisouth.net PAGE OC COPYRIGHT2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEFr, P.E. 3A-7 SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) 10 x 1-1/2" S.M.S. @ 1/6" O.C. 0.040" ANGLE W/ #8 x 1/2" S.M.S. @ 4" O.C. I .....:..:.................. COMPOSITE ROOF PANEL a... .. ...: . a HEADER (SEE NOTE BELOW) 8 x (d+1/2") S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION 10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" COMPOSITE ROOF PANELS SHALL BE ATTACHED TO EXTRUDED HEADER W/ (3) EACH 8 x (d+1/2") LONG CORROSION RESISTANT S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl32121 Telephone #: (386) 767-4774 Fax #. (386) 767-65% Email: Iebpe@bellsa .net COPYRIGHT2006 PAGE NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 7_9 m y Q Table 7.4."1 Structall Building Systems Inc. Snap & L.ock O Composite Roof Panels Allowable Spans and Applied Loads (#/SF) r- c Manufacturers Proprietary Products; Aluminum Alloy 3105 H-14 or• H-25 Foam Core E.P.S. #1 Density3" x 48" x 0.024" Panels M n O z 0 o G)v,C m "' o_ 0 m m4 ca j) rT7 i7CU 1 sCo S o r, a s ITI M m CD z NAO W Q 3x 48 x 0.030' Panels 4" x 48" x 0.024" Panelsc n m r DW WInxDDWWpo .0 -,lOWm+ A r W...W z;W'D a!5j4"x 1 WNtj>q up- NMwWmIDNtop z 6ouamNote; inTiDn X 0 NNm 48" x omm- PanelsNWOpZ Total roof panel width = room width + wall width + overhang. *Design or applied load basedon the affective area of the panel on Structures Screen Rooms Glass &Modular Rooms Overhang' Land&234 sanllad* san/load* 1&2 san/load*anlload* 3 4 sanlload* 182 sanlload* 3 sanlload*san/load* 4 CantileverINPHsranlload* 100 18'-10" 13 2'i'-1" 13 20'-5"13 16'-4" 17fl'-3"17 17'-8" 17 12'-11" 27 15'-8" 23 15'-2" 23 4'-0" 4511018'-4" 14 20'-6" 14 19'-10" 14 15'-11" 18 17'-9"18 17'-2" 18 11'-11" 32 13'-4"32 12'-10" 32 4'-0" 55 120:1G'-T'1718'7"17T-11" 17 y12'1:126'-122 15'-8"210'9"3912'-1" 39 11'-8" 39'-" 65 123iG'-2"1718'-1''1717'-5" 1712'-8"28'15-1"2310'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 130 15'-3-3" 20 1T-1" 20 16'-6" 20 12'-1"313'-6319-5" 51 11'-3" 45 10'-10"53'-10"7714011?_'-11"2715'-'1"232311'-3" D on Structures Screen Rooms Gass Modular Rooms OverhangZone MPIi 7 &2 s an/load* S s anlload* 4 s anJlaad" 1 &2 span/1oad* span/1oad* 4 s anlload* 1$2 s anlload* 3 s an/load* 4 s an/load" Cantilever 100 7_?_'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20-9" 17 16'-6" 23 18'-5" 23 17'-10" 23 4'-0" 45 110 21'-6'' 14 24'-1" 14 23'-3" 14 18'-8' 18 20'-10" 18 20'- " 18 5'-3 27 1T-0' 27 16'-5" 27 4'-0" 55 120 123 10'-0" 7 2'I'-9" 17 21'-0" 17 16'-10" 22 18'-10" 22 18'-2" 22 12'-8" 9 15'-7" 32 15'-1" 32 4'-0" 65 18'-11 " 17 2 '-2" 17 20'-6' 17 16'-5" 23 18'-4" 23 17'-9" 23 12 -5" 41 15'-2" 34 13'-4" 41 4'-0" 69 1%'-11" 20 20'020 19'-4" 20 15'-6" 2617'-" 26 1'-9" 2811'-9"45 13'-2" 45 12'-9' 45 4-0" 77g1416'-8" 233616'2"3015'-7"3011'945 13'-2" 45 12'-9" 45 4'-0" 89 IG'-8"2336312'-253 11'-9" 53 4'-0" 82G17'-6" 26 16'-11" 26 68 11'-5" 60 11'-0" 60 3'-11" 102 Open Structures Screen Rooms Glass Modular Rooms OverhangZone INPH 1&2 s anlload* 3 s anlload* 4 s anlload* 1&2 s an/load" 3 a anAoad* 4 s anlload' 1&2 s an/load* 3 s anlload* 4 s anlload* Cantilever 100 20'-8" 13 23'-2" 13 22'-4" 3 1T-11" 17 20'-1" 17 19'-4" 17 1 '-5" 23 1T-3" 23 16'-8" 23 4'-0" 45 110 20'-1" 10. 2'-6" 14 21'-9' 14 17'-5" 18 19'-6" 18 18'- 0' 18 3'- 3 11" 27 15' 27 4'-0" 55 120 20'-4" 17 19'-8" 17 15',•9" 22 1T-7" 22 39 12'-9" 39 4'-0" 65 123 1T-9""_ 1.7 19'-10" 17 19'-2' 17 15'-4" 23 1 -2" 23 16'-7" 3 11'-7' 4 1 '-11" 4 12'-6" 41 4'• 69 130 20 18'-1" 20 13'-3" 31 18'-2" 26 15'-8" 28 11'-0" 45 12'-4" 45 11'-11" 45 4'-0" 77 940-1-1 15=7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 36 11'-0" 45 12'-4" 45 11'-11" 45 3'-11" 89 1 t0?. 15'-7"_ 23 1T-5' 23 16'-10" 23 12'-4" 36 15'-1" 30 1 '-4" 3 9'-7' 59 11-4" 53 0'-11" 53 3'-11" 89 150 13 2" 32 16'-4" 26 15'-10" 7_6 11'-5" 42 12'-9" 42 12'-4' 42 8'-11" 68 10'-8" 60 10'-4" 60 3'-8" 102 erStructures Screen Rooms lass 8 Modular Rooms OverhangZone MPH 1 £i 2- spanitoad" 3 s. an/load" 26'-B" 4 s anlload" 1 &2 s anlload" 3 s anlload" 4 s anlload* 82 s an/load* 3 s anlload" s an/load* Cantilever 100 23'-10" 13 13 25'-9" 13 20'-8" 17 23'-1" 17 22' 1 17'- ' 23 1 '-10" 23 9'-2" 2 4'-0" 45 110 23 2 14 25'-11" 14 25'- " 14 20'-1" 18 22'-5" 18 21'-8' 18 5' 27 8'- " 2 17'-9" 27 4'-0" 55 120_ 2.0'-11" 17 23'-5" 22'-10" 17 22'-8" 1'l 18'-2" 22 20'-4" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 6512320'-5" 17 17 22'-1' 17 17'-8" 23 19'-9" 3 19'- " 23 3'-4" 4 16'-5" 3 5'-10" 34 0" 69 130 19'-4'"'2021'-7"'Q20'-1p" 2016'-8] 30 1fl'-8" 2618'-1" 26 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 77 0.11T-11"2320'11"2319'-5"2.315'-7" 1T-5" 3016'030 12'-8" 4515'-5" 38 13'-9" 45 4'-0' 89 1T-1123ft40-2 20'-1 23 19-5" 2315'-7 1T-536'-1030 11'-8"5313'-1"4'-0" 89 b0 16'-10" 26 I8'-10" 26 18'-3" 26 13'-2" 16'-4" 34 15'-9" 34 10'-11" 60 12'-4" 60 11'-11" 60 4'-0" 102 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #ISF (48.3 #ISF for Max. Cantilever) Aluminum Allov 6063 T-6 " 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft•) Max. Span 'U / (bending b' or deflection'd') Load Width (ft.) Max. Spa n'L' / (bendin 'b' or deflection V) 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 8 2 Span 3 Span 4 Span Max. Cantilever 5 5'-l" d 6'-3" d 6'-4" d 0'-11" d 5 5'-4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b T-11" d 6 T-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'-T d T-7" d F-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b V-10" d 8 4'-7" d 6-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5"—d T-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'S" b 4'4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 1,3'-9- d 4'4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b 4'-7" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' / (bending W or deflection 'dj Load Width (ft') Max. Span 'L' / (bending W or deflection 'dj 1 & 2 Span 3 Span 4 Span Max' Cantilever 1 & 2 Span 3 Span 4 Span Max. Ca 5 5'-8" d 7'-1" d T-2" d 1'-1" d 5 6'-5" d T-11" d T-l" d 1'-3" d 6- 5'-4" d 6'-8" d 6'-9" d 1'-0" d 6 6'-0" d T5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-4" b V-11" d 7 5'-9" d T-1" d 7'-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5'-6" d 6-9" d 6'-11" d 1'A" d 9 4'-8" d 5'-9" b J" b 0'-11" d 9 5'-3" d 6'-6" d 6'S" b 1'-0" d 10 4'-6" d 5'-6" b 6-3" b 0'-10" d 10 5'-1" d 6'-3" d FT b 0'-11" d 11 4-6'd 5'-2" b 6-10" b T-10" d 11 4'-11" d 6'-1" d 5'-11" b 0'-11" d 12 4'-3" d 4'-ti" b 4'40" b 0'40" d 12 4'-9" d 5-10" b 5'-8" b 0'-11" d 2" x 3" x 0.045" 12" x 4" x 0.050" Load Width (ft.) Max. Span 'L` / (bending W or deflection 'dr) Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'di 1 8 2 Span 3 Span 4 Span Max. Cantilever 1& 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" d 8'-9" d 8'-9" b V-4- d 5 9'-2" d 11'-4" d 11'-2" b 1'-9" d 6 6'-8" d 8'3" d 7'41" b 1'3" d 6 8'-8" d 10'-7" b 1T-3" b 1'-8" d 7 6'-4" d 7'3" b T-5" b 1'-3" d 7 8'--2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-l" d T-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b V-6" d 9 T-10" d 6'-9" b 6'-6" b 1'-1" d 9 T-6" d 8'-8" b 8'-4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 T-3" d 8-2" b T-11" b 1'-5" d 11 T5" d 6'4" b 5'-11" b 1'-0" d 11 V-11" b T-10" b T-7" b 1'-4" d 12 5'-3" b T-10" b V-8" b 1'-0" d 12 6'-8" b T-6" b T-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam Connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16W CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-65% Email: lebpe@beftouth.net PAGE © COPYRIGHT MW 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. AlLOiqrI'! 60 / N. xaa At. 01,4 X, 5 M; f yam 4 Corporation Ste. 137_.- 81 T__ Eden Tonstmcdon 10151 University Blvd Orlando, FL 32 407) 671-9697 t o s S fs rw lc D , Check L71st for Screen I nyI Room Pa e °f 1. Design Statement with the Aluminum Structures Design Manual by These plans have been designed in accordance the 2004 Florida Building Code Edition with 2006 Lawrerx E_ Bennett and are in compliance with 0Aluminum Design Manual Part t-A & Ii-A; Exposure 120 Supplements, Chapter 20, ASM35 and The 2005 d higher or' C'n or'D'n; importance Factor 0.87 for 100 MPH and Pressure for 110 Nt MPHn Pressures load; Basic Wind Pressure g MPH or MPH for 3 second wind gust velocity A i: for screen / vinyl Rooms can found on page PSF for Walls a ' B' exposure _ ' e, --PSF for Roofs & PSF for Walls b. ' C' exposure = PSF for Roofs & PSF for Walls c- ' D' exposure = PSF for Roofs 8 Negative l_P.C. 0.18 n loads, multiply 'B' exposure loads by factors in table 3A-C on page 3iii. For'C or'D' exposure design I,. Host Structure Adequacy amen thaveinspectedandverifythatthehoststructure is in good repair and attachments made to the structure will be solid. 16,7 7l El F j ,, Phone: Contractor / Authorized Rep* N ( print) Date: Contractor / Autho R Sig lure A Job Name & Address 16'. Note: Projection of room from host structure shall not exceedBuildingPermitApplicationPackagecontainsthefollowing: A_ Project name & address on Plans - - - - - - - - - - With enclosure location - - - - - B. Site plan or survey . . C- Contractors / Designers name, address, phone number, & signature on plans re form completed ....... . . D_ Site expose . - - - - the following: E. Proposed project layout drawing @ 1/8 or 1/10 scale w 1. Plan view with host structure area of attachment, enclosure length, and projection from host structure 2. Front and side elevation views with all dimensions & heights - - - - - - - - - - - - 3. Beam span, spacing, &size .................... (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size Select uprights from appropriate 3A2 series tables) Check Table 3A.3 for minimum upright size) s_ Chair raii or girts size, length, & spacing ................. Select chair rails from appropriate 3A2 series tables) 6_ Knee braces length, location, & size - - - - - - - - - - - - - - - Check Table 3A.3 for knee brace size) IM Highlight details from Aluminum Structures Design than, A. Beam & purlin tables w/ sizes, thickness, spacing• & spans / lengths. Indicate Section 3A tables used: -3 - l i ---I kExposure to Beamallowablespanconversionsfrom120MPHwindzone, 'B' MPH wind zone and/or "C" or'D' Expos f eonforgdvAformuia: Look up spanon120MPHtableandapplytheRequiredSpan@ ; sue MPH Span / Height 120MPH@ 0.00 (b or d) x (b or d) x t -00 (b or d) _ Wind — i Exposure Multiplier Zone Multiplier * ** Must have attended Engineers Continuing Education Class within the Past two Years. Appropriate multiplier frompage3A4iandpage3A4ii. b-7 Yes No El M Design Check List for Screen I Vinyl Room Pa e 2of 2 B. upright tables wl sizes, thickness. spacing, & heights ....................... Tables 3A2 1, 3A-22, or 3A-2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone andlor'C' Exposure for load width Look up - span on 120 MPH table and apply the following foffnuia: Required SpanSpan / Height F Q 120 MPH —I @ MPH 0-00 (b or d) x 1.00 (b or d) x 1 -00 (b or d) Wind Zone Multiplier t I - Exposure Multiplier Yes 0 No M C. Table 3A.3 with beam & upright combination if applicable ------------ D. Connection details to be used such as: rIF-I ED 1. Beam to upright ------------------------ ---- ------------------------------ 2. Beam to wall--- ----------- ----------------- ------------- * ---------- 3. Beam to beam---- ---------------------------------------- ----- AL Chair rail, puffins. & knee braces tID beams & uprights . ----------------------- 5- Extruded gutter connection--------------------------------------- M 6. U-chp, angles and/or sole plate to deck ....... I .......... M E. Foundation detail type & size ............................... * --- ---- Notes: Appropriate multiplier from page 3A4i and 3A4ii. b-8 Y SITE EXPOSURE EVALUATION FORM I i QUADRANTI I 15W j EXPOSURE I I 1 j I i 1500' 1 600' I I QUADRANT IV 1 - 40' 1 QUADRANTII I 600' - 600' --4 I j EXPOSURE, I 40' I`, j EXPOSURE j 600' 1 I 1500' I j I I I j QUADRANT M 1 i EXPOSURE l ' - 1 J i L--- --- --- --- --- --- --- --- -- -- -- J NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR 'D' EXPOSURE. ' C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1- OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT- 2- ANY 'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3- NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4- FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT LAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER/IVATER FOR A DISTANCE OF AT LEAST 1 MILE. f gam, 1 SITE IS EXPOSURE: EV A BY: !-'l C"""""1 DATE: SIGNATURE: LICENSE #: C co `i 7 b- 14 C70 I Eden (Construction (Corporation 10151 University Blvd, Ste, 137 Orlando, FL 32817 407) 671-9697 4 491!F— 1 6 p ct,+trci t`:Q6 FAit 7 482 PR.OPIRTX SENTRY NAILR6911 VA`0` ` r"` ASSO0*71I0N, INC., THE RMIENT APT'Rt'?VALHome F Address 0- 0 - Z C"( , Lot No. 7a protaw ea b hdmwweer', rigdm and r"Ft l veloa, wa requre that my nane6m of coeridGK:* imploverre = or illadde s to &Ak %omC or opcaty, sattmii.s Reptat for Haut laytroventaa ApMwrZ to Ck A,esittramrol R"ow (AM Send MOR to b:;+rtning work. Rot* of CoUnly apprevct: t dars net eanetitate 1ppnvA by tho ltttodrtka one is aw i"nve for ym ,to begin wtltlr_ The Alta ru—a de right's laysatigetc i appltestims ad limes mdit--M pror to pfouxrsjraR.therot If anysriagat R medr that h831W? been Ipltovd by the patr ehdon. the 8oa+d of Dkvdan ho the ri& to >rMvire you to A.EMOVJ= she iiS **YOMa0 daa yOW p1eiO riPlaaw eMpld9 dui fotm 7 deW1 sad—WA4 to? SonWy J MrttakW218DW. SR 434Lot FL 32779. AU eaeorrorn[yir/.ee ert i t+rww7a sJ..edYia rt: t6j ror,rAi othedge a1 ral. riaf tip cription of improvemeat wbioh You propose _•. G' :Y J t . / G lat inl to be used for iUlrrfJVM' Ont (briefly 4 merihe): Paint Color(s) t Saves Types) _ ± Fence: Haight &'WoA Types) ` Landscaping - t AdditiorittI Matefiais (esel. Above) _ Wtno WBI perfarrn tho work on this improwtteaot? _ice 'fpo Are ppoozits ragara d? N If sot Data abtaincd _ P Aittach a copy of four plat map with your kkitch or et%bw*jirg drawing viWdl proposed ad 4a+iaow, ar changes rpc::nding measuremm a. It you are proposing evenor paint or new roofing, include point samples or shbWe kRB Comr pants — —_ -- 3 eXrOC not to begin w-irk itn@ Ihave mittaa tTp Val. ipuaaue of HO.- Mea Ames': A- _ _ . Date; j ec eivedd by/ Date. _ `.=.Y`; o _., Approwd by/Date: i(E KE/ l C,65(UG`1..G'n p -v k E R O e m Gc ;vr a ,. 6 y G!vv : Cb m I