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Home My WebLink About309 Willowbay Ridge StNv - a _9 &_ _ ft CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / �- -5 y Construction Value: $ 4D4&, oa Job Address: 61rf1, Historic District: Yes ❑ Non Parcel ID: —.20,50 Residentiam Commercial ❑ Type of Work: New & Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Sc-./�l�l�,v✓ A&0'yn'2 Plan Review Contact Person: AZAA-1 Title: Cuw.✓IL4,- Phone: At07-3&3 tS'/ly Fax: yDz— A//2 -644e Email: Property Owner Information Name A/l U_7, AI (*e;,7. 0 4 `t/oitT7_ Phone: Street: 309 il//G!,0m.Jd 4/ Q/GGyE S Resident of property? : Y" City, State Zip: k'c. , 3;x 7 7 / Contractor Information Name --4r as fin/ Z v_4z 1* Phone: Street:: &5_ C GA/1GoA/!I elc-CA51-y ,X Fax: 410 3 City, State Zip: State License No.: C/ZG/ 3,7 0 0' 9 7 Architect/Engineer Information Name:,Phone: Street: _Srirna_ /% Fax: Sgg �3 - SIcS'l City, St, Zip:E-mail: .y,�.✓v.3.�c/L�/zy�,�-r�ot1 7/i -*V60, Gd�y Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. T 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE' In addition to the requirements of this pmuil. there may he additinnal restrictions applicable to Ibis ptoln:rty that may he found in the public ret ord, of ibis cuumv, and there may be additional permits required from other governmental entities such as water management districts. slate agencies, of ledenil agencies. Acceptance of ricrmit is vetiticatitnt Ihat I .vitt notify the uwncr of the property of the requireinvii of Florida Lien Law, FS 713. The City of Srotfurd iequues payment of a plan Icview lie at the time of permit submittal. A copy of the executed contract is icquiicd in order to calculate a plan ievicw charge and will he considered the e< imated construction value of the job at the ume of submittal. The actual con,iruction value will he tigurcd ha,,ed on the eunein ICC Valuation 'fable in cl7cci ;it the time the permit is issued. in accordance with local ordinance. Should calculated charges ligured off the executed contract exceed the actual constriction value. credit will he applied to your perntil feet when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and zoning. I'm ol'Unnei/Ai;pH I)aic $ion •of f'nm• rr�l. / i�� L Toni fhvncr/Aecni j Name 6 ul Flunda signalurG' • • • v; JAMES A LEAGUE MY COMMISSION #FF004284 EXPIRES April 3, 2017 gg�0 is _Floii>rA`Abii�l - .gd— co 5 CnnttaccE,Kt produced ID $l �b�0 Name ;i�. e114;c� lZIMIzol� Da`n1N� oaie NOTARY P C STATE OF FLORIDA CO ro* GG048843pp5 �,XpifB� 1r1on�112R� O lu h1c or l'ype. of ID BELOW 1S FOR OFFICE USE ONLY Permits Required: Building • Electrical ❑ Mechanical ❑ Plumbing[] Gas(] Roof ❑ Construction 'Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes❑ No ❑ 001- H•'Icy cis Fire Alarm Permit: Ycs ❑ No ❑ M i � APPROVAI,S: ZONINCiA?.!:��U fII.IT1ES: WASTE WATER: ENGINEERING: I -IRE: %BUILDING: C�4317 COMMENTS: _2._��F�C,(G�i� �ppw• 1?(-a,5er♦jk- I Rc—,:d Juuc 311. _1015 Permit Anplicmuun REQUIRED INSPECTION SEQUENCE BP# I(. - S'5&5 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT Min I Max I Inspection BDescriDtion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Under ound Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final NNE, aim Min Max Inspection Description Gas Underground Gas Rough Gas Final 11-PAVUE6 Parcel: 22-19-30-503-0000-2050 Property Record Card Owner: FAWCETT KRISTEN D sennrrN A Property Address: 309 WILLOWBAY RIDGE ST SANFORD, FL 32771 Parcel Information Parcel 22-19-30-503-0000-2050 Owner FAWCETT KRISTEN D Property Address 309 WILLOWBAY RIDGE ST SANFORD, FL 32771 Mailing 309 WILLOWBAY RIDGE ST SANFORD, FL 32771 Subdivision Name PRESERVE AT LAKE MONROE UNIT 2 Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2010) i Legal Description LOT 205 PRESERVE AT LAKE MONROE UNIT 2 PB 66 PGS 10 & 11 Taxes I Value Summary Tax Amount without SOH: $2,290.82 2016 Tax Bill Amount $1,531.92 Tax Estimator Save Our Homes Savings: $758.90 Does NOT INCLUDE Non Ad Valorem Assessments 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $126,411 $120,856 Depreciated EXFT Value Land Value (Market) $34,000 $34,000 Land Value Ag Just/Market Value " $160,411 $154,856 Portability Adj Save Our Homes Adj $42,595 $37,859 Amendment 1 Adj P&G Adj $0 $0 Assessed Value $117,816 $116,997 Tax Amount without SOH: $2,290.82 2016 Tax Bill Amount $1,531.92 Tax Estimator Save Our Homes Savings: $758.90 Does NOT INCLUDE Non Ad Valorem Assessments Major League James Alan League N: I _.r 1st in 4 a Services dba 141uminum, Inc. Major League' Aluminum, Inc. t OFFICE:(407) 383-5114 FAX:(407) 412-6168 P] Salesman_ Job# lyf Permit# Date_/11L /j_f Customer Address✓ iAJ I LLQ w.f� 2�n,6 City _S,4,vto�eo Stated Zip 3-3- 7 7/ Job address City. State Zip Mobile Home Conventional HomeCw - 2 StoryOther Color: White or Bronze Type Job Screen Room_ Screen Enclosure Window Room Other Wall Hgt. Doors Gutter Downspouts Riser Walls Ins. Roof Fan Beams Mckplate Chair Rail Fla. Glass Post Other Roof sq.fL Wallssgft Ln. FL Concrete—Width Depth Thickness Footers size x Sod Pump Termite Fill Stitch to Check List: Permit app HOC Survey Plans PO# 114"=1' Subtotal Job Permit Description /0X1V,0%W rg --a Terms: 25% Deposit See Draw schedule below: Terms: Oral Total Contract 5-6 Q a vv Deposit MLA Sales Rep.Balance The undersigned he auth pL:11into perform th ices as specified in Due Upon this oontract The dersigne the above prices, specifications, terms of Completion payment and provisions as set forth herein. DO NOT SIGN UNTIL YOU READ THE ENTIRE CONTRACTI _4 (.0106 Date, /fes/ 16 Customer Signature /s1 /-0,1 Deposit due upon signing df contract. STATE CERTIFIED RESIDENTIAL CONTRACTOR CRC1330067 Email: aleague@aol.com Web Page: www.majorleaguealuminum.com City of Sanford Aluminum Structures Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 21 -/ Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. P-,-�Copy of applicable contractor's license issued by the State of Florida. O A site specific notarized power of attorney shall be required from the licensed contractor if 1J�Pr he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). O Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). E1"-- Two (2) site plans indicating proposed location. $ Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category 1 buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. B-'-�Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) O For Sunrooms - must designate specific Sunroom Category on the signed and sealed plans, in NIA accordance with FBCR R301.2.1.1.2 These guidelines were compiled to assist the applicant in preparing an aluminum structure permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised. February 2015 Preserve at Lake Mo c/o Premier Association 3112 W. Lake Mary BI% Lake Mary, FL 32746 Kristen D Fawcett 309 Willowbay Ridge Sanford FL 32771 Dear Kristen D Fawce Your Request for An procedures and color with the following: roe HOA NOTICE OF ARCHITECTURAL APPROVAL October 06, 2016 RE: 309 Willowbay Ridge Street I Change as been approved contingent you meet all guidlines, policies, established for the community. Specifically, you have approval to proceed Addition ald 14' to existing 12'x10' concrete slab with screened room and insulated roof. We reserve the right to make a final inspection of the change to make sure it matches the Request you submitted for Approval.) Please follow the plan you submitted and any changes other than what you have been approved for must Ibe approved prior to the change by submitting an additional application to the committee. You must follow all local building codes and setback requirements when making this change. A Building Permit may be needed. This can be applied for at the County offices. This approval is effective for one year from the date of the approval. If the installation of your improvement begins after this deadline you will need tit re -submit. Construction of your improvement must be completed within 90 days from the date of starting the work. If you need an extension please contact our office. Our approval here is on taken as any certificatie propose. Be aware that digging. We appreciate your coo all of us get the full vale based on the aesthetics of your proposed change. This approval should not be as to the construction worthiness or or structural integrity of the change you Du are responsible for contacting the appropriate Utility Companies before ration in submitting this Request for Approval. An attractive Community helps from our homes when we decide to sell. Sincerely, Debbie A. Young, LCAM Association Manager Telephone: 407-333-7787 Fax: 407-333-7767 E-Mail:►nanagetnent@pre►niermgmtctl.com THE PRESERVE AT LAKE MONROE HOMEOWNERS ASSOCIATION, INC. ARCHITECTURAL REVIEW APPLICATION NOTE; This is a request form to be completed by the homeowner and submitted to the Architectural Review Committee for approval PRIOR to commencement of any work. Please print legibly and provide all infonnation required. Ma l completed application to: Premier Association Management of Central FL, 3112 W Lake Mary Blvd. Lake Mary, FL 32746. Questions call: 407-333-7787 or email, management@prem ier;gmtcfl.com Please allow up to forty fide (4S) days upon receipt for a decision from the ARB. If all required information is not included with this formbt the time of submission, the time period does not apply for approval/disapproval. Property Owner Nam c -e.1 roperty Ad s:, Mailing Address: t .0 Home Phone # Work Pho e # Cell Phone # DESCRIBE ADDITION, CHANGE OR INSTALLATION (i.e., Fence, Screened Enclosure, Pool, Exterior Paint, t Landscaping, Etc.): n i � � � � o t- cGar �� = �C� A�.i `�L��►,� (�JC (fes, S 1�''�: -x (C sc-i2z�a j 2cs•rn �, � S:C, d AN -07r) Attach copy of property survey outlining where addition or installation will be located. SPECIFICATIONS: Materials:C Acq-� C Ext House Base Color Masonry Accent Color: Garage Door Color:_ ached copies of plans, estimates, pictures, or brochures) -4 -1- , . Style: Property Owner (Note: if fence, posts must face inward) & Name: Ext Door/Shutter Color: Eaves Color: (Soffit, Roof) Edge, Fascia - All Metal Trim): i Date: 7 - /&- /& Note: Requests and alteration must conform to all local Zoning and Building Regulations of Seminole County. If your request is denied by th ARC, you may appeal to the Board of Directors for review. If this change or addition is not completed within one year, a new application and approval will be required. The following area is for use by the Architectural Review Board/Premier Association Management. G I l Mgmt Received Date: Forwarded To/Date: ARB Comments: Approved: V Denied: ARB Signature: Date: ARB Si ture: Date: 4 O to ( FL 0905-1258 BOUNDARY SURVEY SEMINOLE COUNTY 2. r t OCCUPIED 4 2.o �,•: v' A5P IALT 0. N; 9053'55" E I 15.00'(P) _ SET. 1' 1/2" N rb9°54' 1 4` = 115.00'(M) Q `D. IF 112" U, • �� i I y 4B 7337 _ 1 _ - L5. #6393 _- 1.6� - -AC EEU80 , N (A I f (1 �— O 4 29.5' i' ---Y�59.. _f� —,_ -a� OO LJ7 Ln O �'t I I �. CO!.0 •I • . ,h 0' I 0 ,.. 000 01 1 O.0'' I 15TORY ZE5 �? ,DRIVE' 17:; r 0-) _ O O� to i - , ) #509 3.0': - ) - U_' L !� cot4cl C-)_ .; 0 60.0'p'1 T 5--T.IP 1/2" 5 9053'35" W 115. 1 5'(,/) 9tT. IP0 I/2 LB 73375'4'59-53-55" W 1 1 5.00'(F) LB 7337 I V J Q � z a z rn OI j0 O OCCUPIED �' 0 -0 (3 i OO�Q(5 FND. NFD 1 LB. #6393 5F CORuV_R CF LOT 206 � I 1 terefry cGrUiy taw:[b OI (b 'hG hCrCC:1 dgcnbed propG airue ac 7 � P - rC?rCSentat+on O: a Jrvcy r• hdCr .-+y �r ... +or arc - ZZ, Sar0 SUN Cy -t a =um - .r:cal .oares- ^� •' = - - - - . - - sec !ourcb by ch F a • I ,� ...� . . _ • _ 5ur❖Gycr5. pursu xt•on 472.02' a 5tatutes. and Ch ^ r6 G � •F. I 'aro^ Coon. Further, the Cur.G+aur��e`bstron.. F •0-co 30 0 15 30 and sealw pTsear+t $• -ct+ar t'72.0 .r c F.00a 51atutes and WIC E,0 Crap`Gre:G-17-7.002.. caAcl r:s;rat+or Cooe. RONALD W. WALUNG GRAP1'IC 5CALE (In Feet) ta:C of .`lorrearo elSronalSurveyora•+d maJ?-, I �pC•-, L+cenx No. 6473 i222& T g-!Vt,!E LAKE DRIVE ■ SUITE A ■= i. ,.. c'tS, =- ■ P l3ooiT35•'?t5- _ e ■ F: (co.l7-: •- 82 13 *Plan Types: ❑✓ Screen Room ❑ Pool Screen/Cage ( ❑ Pool Screen/Cage ( ❑ Car Port ❑ Patio Cover ❑ Other: *Project Address: 309 *City: Sanford, FI. 32771 *Contractor Name: Ma *Address: 5285 Clarcona *City: Orlando, FI. RECORD COPY ' ALUMINUM SCREEN y� A 11, IT: 1 ,, u r'i, ;: " Q a s 1 c i i an Screen - Remove screen when wind speed exceeds 75 MPH able Screen — Designed to withstand actual Wind Speed) Bay Ridge St. jor League Aluminum, Inc. Ocoee Rd. *Zip Code: 32810 *Phone/Fax:407-383-51V *Email: aleague@aol.c *Choose One: Mai *For FedEx option got to www.! *Payment: Check M7 *(For Credit Card option go to Engineering prepared by: Project -412-6168 Pick Up❑ Credit Card *❑ REVIEWED POR CODE COMPLIANCE Date: 11 /21/16 SANFORD BUILDING DIVISION j A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETS ASIDE ANY OF THE 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 THIS CODE I Fed Ex*❑ E -Stamp No of Copies j :)m and provide FedEx account #) i icm.com to pay by credit card) S I; f SANFORD eer: Michael Thompson, MSc, P.E. (P.E. #47509) # 16 - 3 3 8 Il Vineland Road — Suite A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 lager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com ��'�� www.aluminumscreendesian.com CA#30930 DEC 10 2016 R 13 MICHAEL A. THOMPS1 P.E. 47509 Printed copies of this document are not a& 4W considered signed an * eras ov 4 sealed and the signal i0 must be verifled on a electronic copies. 2016.11.2810.41:19 DESIGN -05W Screen - Remove screen when wind speed exceeds 75 MPH able Screen — Designed to withstand actual Wind Speed) Bay Ridge St. jor League Aluminum, Inc. Ocoee Rd. *Zip Code: 32810 *Phone/Fax:407-383-51V *Email: aleague@aol.c *Choose One: Mai *For FedEx option got to www.! *Payment: Check M7 *(For Credit Card option go to Engineering prepared by: Project -412-6168 Pick Up❑ Credit Card *❑ REVIEWED POR CODE COMPLIANCE Date: 11 /21/16 SANFORD BUILDING DIVISION j A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETS ASIDE ANY OF THE 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 THIS CODE I Fed Ex*❑ E -Stamp No of Copies j :)m and provide FedEx account #) i icm.com to pay by credit card) S I; f SANFORD eer: Michael Thompson, MSc, P.E. (P.E. #47509) # 16 - 3 3 8 Il Vineland Road — Suite A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 lager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com ��'�� www.aluminumscreendesian.com CA#30930 DEC 10 2016 R 13 MICHAEL A 1 ALUMINUM SCREEN DESIGN A, ir;i*r:Lnt 2. Cionsl'Ccti 1 1:nginoorin 4 130 - .1 :d Cates' ego,�ry C Risk Cate�go, �ry�.° Screen_ Room: I Insulated ❑✓ Pan Roof ❑ Fascia n Wall: Block ❑ Conventional❑ Uprights 3x= Top Plate 2 x 4 Kick Plate Dome ❑ T GablElMansard ❑ Gutter[ -]Wall: lock❑ Conventional ❑ Beams _x _I Uprights = _Purlin x� Insulated ❑ Pan Fascia ❑ Wal Beams x Block ❑ Post 2016.11281 1 Wall Cove :1 1 Insulated Pan0 Fascia Wali : Block[] Convention al❑ Beams Post _x i t ICo►�"n"c"r"e1te � Existing New: 4"Slab❑✓ Pier❑Ribbon Footer x Pavers❑ Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer. Michael Thompson, MSc, P.E. (PE",7,- 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-73414701 Fax 407-7341791 on any P.E 47509 Printed copit document at considered s (Celectronicco sealed end it must De veril ALUMINUM SCREEN DESIGN A, ir;i*r:Lnt 2. Cionsl'Ccti 1 1:nginoorin 4 130 - .1 :d Cates' ego,�ry C Risk Cate�go, �ry�.° Screen_ Room: I Insulated ❑✓ Pan Roof ❑ Fascia n Wall: Block ❑ Conventional❑ Uprights 3x= Top Plate 2 x 4 Kick Plate Dome ❑ T GablElMansard ❑ Gutter[ -]Wall: lock❑ Conventional ❑ Beams _x _I Uprights = _Purlin x� Insulated ❑ Pan Fascia ❑ Wal Beams x Block ❑ Post 2016.11281 1 Wall Cove :1 1 Insulated Pan0 Fascia Wali : Block[] Convention al❑ Beams Post _x i t ICo►�"n"c"r"e1te � Existing New: 4"Slab❑✓ Pier❑Ribbon Footer x Pavers❑ Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer. Michael Thompson, MSc, P.E. (PE",7,- 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-73414701 Fax 407-7341791 on any General Notes & Design Standards 2016.112810:42:04 (Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Dosion Codes: Florida Building Code 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 1 Dosign Loads: Pursuant to FBC Chapters 16 Ultimate Wind: -130 MPH (� Risk Category: -See attach sib Exposure Category: -See atta Add/tlonw Ldgd rodurromon Structural members supportir the pressures given in Table downward along any 1 foot pressures, purlins is also be member, not occurring simull Dos.en Basis: Allowable Stress Design Genera, Roguiromonts: Reproductions of contract dr information shown as correct A change to the structural contractor and must be sul & 20 'BC Ta o to 2002.4) (35 Par) specific plan sheet (FBC Tooro 1604.5) h site specific plan sheet (FBC 1609.4.3) screened enclosures are designed for wind in both of two orthogonal directions using 02.4. Each primary member is also designed for a 300 pound load applied vertically f any member, not occurring simultaneously with wind load. In addition to wind :signed for a 200 pound load applied vertically downward along any 1 foot of any leously with wind load. =Allowable Strength Design (ASD) divide by safety factor Igs by contractor in lieu of preparation of shop drawings signifies acceptance of obligates himself to any expense, real or implied, arising from their use. gs due to the acceptance of alternates and/or substitutes is the responsibility of the to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer andlor structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representativelengineer. Soil bearing capacity —2,000 i sf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf I Internal angle of friction = 30 degrees Coeff. Of friction between fooling and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com MICHAEL A. THOMPU ■ASDJe �.�.�ti�lElrtl�'��v ��1�_'�d�� '�9s !�1document P.E.rited co Printed copies of this! arenot i signed amsealed and the slgnati must be verified on ar gtuminurn 8 C:On:lrvrH" Enginr:orin3considered electronic copies. General Notes & Design Standards 2016.112810:42:04 (Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Dosion Codes: Florida Building Code 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 1 Dosign Loads: Pursuant to FBC Chapters 16 Ultimate Wind: -130 MPH (� Risk Category: -See attach sib Exposure Category: -See atta Add/tlonw Ldgd rodurromon Structural members supportir the pressures given in Table downward along any 1 foot pressures, purlins is also be member, not occurring simull Dos.en Basis: Allowable Stress Design Genera, Roguiromonts: Reproductions of contract dr information shown as correct A change to the structural contractor and must be sul & 20 'BC Ta o to 2002.4) (35 Par) specific plan sheet (FBC Tooro 1604.5) h site specific plan sheet (FBC 1609.4.3) screened enclosures are designed for wind in both of two orthogonal directions using 02.4. Each primary member is also designed for a 300 pound load applied vertically f any member, not occurring simultaneously with wind load. In addition to wind :signed for a 200 pound load applied vertically downward along any 1 foot of any leously with wind load. =Allowable Strength Design (ASD) divide by safety factor Igs by contractor in lieu of preparation of shop drawings signifies acceptance of obligates himself to any expense, real or implied, arising from their use. gs due to the acceptance of alternates and/or substitutes is the responsibility of the to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer andlor structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representativelengineer. Soil bearing capacity —2,000 i sf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf I Internal angle of friction = 30 degrees Coeff. Of friction between fooling and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com MICHAEL A. THOMPSOr P.E.47509 ■ . document Printed copies of this ■�� DALUMINUM SC36EEN DESIGN '—'"-�� d«umredsi not considered signed and Aluminum a Ccnstn,criers Engin9erl^q �o�� sealed and thesignatun must be verified on any St r u c t u r o 1 Aluminum : electronic copies. Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for alur?Rh% ti g 10.42:17-05 design. I All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aiuminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall bno more than 2" from the end of overlapping sheets. Bots: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro -galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2. times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wine Speed = 130 MPH 2 x 2 Chair Rail = 6'-0" 2 2 Purlins = 6'-6" 2x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace= 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x! 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x4 Wind Brace= 9'-0" Concrete Conform to ACI 318, latestedition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shalIThe I/." Reinforcing Stoo: Conform to ACI 318 and 315x, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall b6 ASTM A 185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall ble ASTM A496. Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hoio Arian meat: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 1 www.aluminumscreendesign.com MICHAEL A THOMP; P.E. 47509 Printed copies of thi; ■ASDALfliti'1llIN11M SCREEM DESIGN � document are not A'o,Wncm & consirLcvm Er.flineasing * considered signedaii ers►� ov sealed and the signa "tOn must be verified on.' electronic copies. Boa ms & Uprights: 7 2016.11.2810:42:29 In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the Aff stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beaml Span & Max Column I Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6-0 �� 2 X 3 8-0 �� 3" Spans 13'- 6 �� 3 Spans 15-0 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2X6 12'-0" 2 X 6 10'-0" Knee Breclno: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super guttey. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin: I Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". 1 Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Pato Cover: Contractor is required to ins II insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, T-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Edge Distance: Contractor is required to instauprights to provide a 2" minimum clearance from edge of slab and/or footer. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Ro d., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com X1t c LI U 7 OF �.. III the event of a conflict in member sizes shown on I I he plans and the general notes, the contractor must N� I I I 1 i -�e ...c ...o. .,. nnenI rtx by size fecuirefnenls. i I ! i I I i I I { 11 I #A. C I ti MICHAEL A. THOMPSON Printed copies of this _ _ document are not consid't d gned and seaie n the signature mus a erined on any : el ro Ic copses. 2 6. .2810:4336 — - — - —--P.E.-47509 a' UCENSE Printed copies of this �. document are not *j* considered signed and STAT8 OF <on�a sealed and the signature — •` must be verified on any electronic copies. 2016.11.2810:43:54 -05'00' In (lie event of a conflict in member sizes shown on the plans and (he general notes, the contractor must utilize (he more stringent member size requirements. �l �?1 v, I I I � �l �?1 ALUMINUM SCREEN DESIGN3" EXTRUDED FASCIA IS ATTACHED TO C CHANNEL IS ATTACHED FASCIA INTO RAFTER TAILS WITH #102.6. FROM MICHAEL A THOMPSOD INSULATED ROOF WITH # 10 1" 6" ENDS 24-O.C. RTO 3' INSULATED ROOF WITH (6) 4101- PER SIDE P.E. 47509 Print pies of tP Is FROM ENDS 24" O.C. ument are not considered signed ind EXTRUDED GUTTER IS ATTACHED T arATa or Itup 3" INSULATED ROOF WITH #10 1" 6" 1 Roaso any FROM ENDS 24" O.C. 201&11.2810:42: ROOF IS ATTACHED TO FRONT WALL "INSULATED ROOF IS ATT�P�RID TO WITH 4 #104" PER PANEL UPRIGHTS ARE ATTACHED WITH: UMINUM STRUCTURE WITH #104" BLIND SCREWED WITH (3) #10 3", "FROM ENDS 24" O.C. 3X2 FRONT WALL TOP PLATE CAPRI CLIPPED WITH (4) #10 1" PER CLIP T.. ,....,, . 2 HINGE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE IX21S ATTACHED TO FRONT WALL CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP lug 1 X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. IX21S ATTACHED TO CONC. WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) ALUM INUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.ALUMINUMSCREENDESIGN ALL TAPCONS SHAL RIOVID MINIMUM OF IOR GRI/8 EMBALLOYIEDM NTSDEPTH 4401 VINELAND ROAD @YAHOO.C.OM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OFTHE 2014 (STH EDITION) SUITE A6 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI.OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. P.E. # 47SO9 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ALUMINUM SCREEN DESIGN CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI ALUM INUMSCREEN DESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-747-1470 FAX: 407-734-1790 MICHAEL A. THOMPSON P.E. 47509 Printed copies of this document are not je considered signed and sealed and the signature must be verified on any electronic copies. 2016.11.2810:43:01 -05'00' CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 P.E. # 47509 CA#30930 a ProfessionalRegulation Flonda eilIr SCIS Horne I Log In User Registration I Hot Topics subrrut Surcharge stats a Facts Publications 1 PBC Stan i BCIs Site Map units I Search Busines Product Professigndl*USER; PubbAUpproval Regulation Product AoRroyal Menu > Product or Application Search > Application List > Application Detail • FL # FL7621-R3 11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity Quality Auditing Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL7621 8]_CQ]_lnde .pd_f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7621 R3—EEDuiv.Ddf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary or vrooucts 104.14.2 1709.3 Method 2 Option B 02/26/2015 03/08/2015 03/10/2015 04/15/2015 FL # Model, Number or Name Description 7621.1 OSB / Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7621__U_l]_DUgAg Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For outdoor patio construction only. For use outside FL7621_EU_69_9in_IW_ ftoorts.adf the HVHZonly. See installation drawing for allowable span/load FL7621_U_6E_fjp_JW Reuorts.01 combinations. FL762 R3 6E_Eval.odf Created by Independent Third Party: Yes E Neat Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 201.2, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address. please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ®®�® CreditSAFE ENGINEERING EXPRESS` January 30, 2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Elite Aluminum Corporation EPS Foam Cole Composite Roof Panels OSB/Alum 14-1441 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). bE►VjV z- ``cc,' S • O 1�espeAly, F U Cert of Auth #9885 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 DHnNF- a9;4 -'A 54-nAAn FAY' 454-'1;4-n44'4 ENGINEERING OW&Z EXPRESSO A FRANK L. SENNARDO, P.E.. INC. INNOVATION January 30, 2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Elite Aluminum Corporation EPS Foam Core Roof Panels OSB / Aluminum Skin 14-1441 To Whom It May Concern: This office has reviewed test reports showing structural performance of the above -noted product. These test reports pertain to testing performed in accordance with ASTM E72-05 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction. This standard has not been adopted in the Florida Building Code Fifth Edition (2014), but selves as an applicable test method in accordance with sections 104.11.2 & 1709.3 for the purpose of determining.sifuctural performance of this product. 1iENA1Q R Res �`fra list. Fra J,.gf ' FraN�Zc : ,, ennuK Pb .,,Inc. FL PE• 00�I� ;1 Cert of Aatli* 85 160 SW 12TM AVENUE #106 DEERFIELD BEACH, FL 33442 ..-a- 0CA_7CA_nAAA cAv• 0C4_"1rA_nAA1 EPS FOAM CORE ROOF PANELS OSB / ALUMINUM SKIN J MAXIMUM ALLOWABLE CLEAR SPAN TABLES: 1. USE L/120 FOR ALL ME04DERS SUPPORTING ROOFS OVER kl OPEN OR SCREEN-WALLEO (- i 4• p*.0, 6' F'nA�b O 2.2 • •• oa LIre ld I OdbTllon O.ON• Uw fold WWW 0.074' 0.03W 0.021• 0.03• t!) mw UpN INTI Alun SW /Wn SW IWe SIM•A4n SkN d a MAXX WIDTH PER INTERLOCKING PANEL _ 4 L/240 Ir•1• 13••1- I$4* 17od • L/IW I;4* 2� 17.10' t-0EPS 1.0 EPS 14b EPS 110 EPS /opll u1m 1rs te••1r err 274* UA ° o W Z 121111 I PLI L1120 L / lm Ieb• 151.7• IT•10' 151.11• 2rr 2e -r 2r-11• 21'•9• Iw-r 16 Pd L/120 W11• le•r tOJ' 20.0' 00 NW Ie PSI L/120 NL' 1S -r tr-r l0.1r LL W mPd Lll20 13••10' 19a Ir•11• 174- 0C 24 frtf L1I20 17-0• 11••r 1V•10' Ir•r 4ru ze ow 1-1120 Iz4• 17•s tea 1rr U 7290 L/lm 11'•10' Ir -10' 1514• les CLEAR SPAN TABLE USE INSTRUCTIONS: 1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN, SCREENED WALLS, OR FULLY ENCLOSED). 2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WINO PRESSURE PROVIDED BY SEPARATE ENGINEERING. BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, IN ACCORDANCE WITH THE FLORIDA BUILDING OWE FIFTH EDITION (2014). 3. FIND ALLOWABLE COMPOSITE OSS PANEL CLEAR SPAN W TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. MAXIMUM ALLOWABLE CLEAR SPAN TABLES ADO (2) Y•' CONTIRUOUS ADHESIVE LINES DIRECTLY ON EPS, (1)1'FaoM ;SEAL POINT DEFLECTION NOTES' OSB EDGE, (1)116" FROM OSB EDGE / CONTINUOUS CAULKING ' • OSB / •OSB 1. USE L/120 FOR ALL ME04DERS SUPPORTING ROOFS OVER kl OPEN OR SCREEN-WALLEO (- i 4 F • i�i�i�i�� .�i�i�i�i�i� S i'e•.� g� O 2.2 • •• oa LIre ld I OdbTllon O.ON• OAm- 0024' 1 0= TYPcaosss�E LONA AAV UOM I LIMA AMn SIM .SLI. AAPn 6Un I Ak- Stln 18 EPS 14C EPS 14bEPS • Ia EPS • - 15od u160 17r la••S• Ir -r • IB••r MAXX WIDTH PER INTERLOCKING PANEL _ 4 L/240 Ir•1• 13••1- I$4* 17od • L/IW I;4* Ig-•�• 1,e•to.r•lo- I 17.10' 0./240 11••r Ir•r tsa ler yIA� td 201K1 1-1160 17-11 IT -I* 1514* ( to -10' KK u240 Ie -Ir t1••n' - -r W -r 1&4- sr24 I4.4- I 1s-10' LIleo 1•41'• Pc 24pd L'240 leo• not! Lrleo W -tot IV -r Iry 17.1• 1 14.4 - lr•Ir ! +s•.I- G u24o 9••to• Iw-r Ir -r +rs IO 30 psi L, 150' IO•r lV S. 174* 14.4* I/1 LIZ40 r•r les lr.T t74' 01 32 od LI160 leo• IV -7 174• 141s ZU W 1-1240 rs I leer L1160 10.1• IV -Ir 1r-2' 1r; 1- IT4, if.r a: Lim 9'•T 4•,r 11'•lt• 17•,0- G37 od L; 180 9••10' t0 -r lr•4 �3'-V LL u24o 6 -Ir . rd- 40 pd L/160 ?•r Iw-s' tr.r Ir•Ir_ lir•-- +7•S - g u 240 C41PS• 11%r 17.r 14od 1-1+60 rJ' 10'•1' Ira lr-1r 1-1240 1 e4• " tell• 11.4 48W 1-;160 ffa ;•10' lt•1r17-711 / 240 e•r W. 11 +V•r 14• 1.4- 52PO 1.11810 rar Is 11'4• Irr 1-1210 r.1r 94* I-V 11.r ..i1 ,�� L/,ID V -r fi4• P 11•.tr L / 240 r4* 4.4• I 1-n 17.10' W DLI L / 160 f4• " • r•1• _ to lo. 11••6• . 1-1240 r.r ea• T.- 1e•1• ADO (2) Y•' CONTIRUOUS ADHESIVE LINES DIRECTLY ON EPS, (1)1'FaoM ;SEAL POINT DEFLECTION NOTES' OSB EDGE, (1)116" FROM OSB EDGE / CONTINUOUS CAULKING ' • OSB / •OSB 1. USE L/120 FOR ALL ME04DERS SUPPORTING ROOFS OVER kl OPEN OR SCREEN-WALLEO (- ROOM. 4 F • i�i�i�i�� .�i�i�i�i�i� S i'e•.� 2. USE 7160 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON•PIArTEREO CEILING OVER AN ENCLOSED ROOM. O 2.2 • •• J. USE U240 FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN 1 - • 0.024'-0.030' AW M ENCLOSED ROOM, PER FLORIDA BUILDING CODE FIFTH EDITION (2014) TABLE 1604.3. TYPcaosss�E LONA OTHER CONSIDERATIONS: 1. FRONT OVERHANG MAY BE UP TO T-0• WITH VALUES LISTED HEREIN. NAXNIUM EPS ROOF PANEL SPAN DETAIL: UNSUPPORTED SIDE OVERHUNG IS 2S% OF LAST PANEL WIDTH (I.e. 12• MAX FOR 48• • - PANEL WIDTH). Z. ROOF PITCH SMALL BE AS PER MINIMUM BULGING CODE RUIREMENT EQ MAXX WIDTH PER INTERLOCKING PANEL OSB (2• PFR FOOT PAIN SLOPE) PARK DEPTH • OSPORE 11a FCr) r" 0.024" OR 0.030• ALUM CLEAR SPAN (L) INSIDE E TO REFER TO ADDITIONAL ENGINEERING SHEETS OPTIONAL ' GUTTER • I OR GRIP OVERHANG -{ CAP NOTE: SHINGLES AND/OR OTHER APPROVED WEATHER MEMBRANE SMALL BE AFFIXED TO THE OSB TOP PER MFR. SPECIFICATIONS. DEAD LOADS DUE TO THESE ROOFING MATERIALS SHALL BE CONSIDERED FOR LOADS, ROOF CONNECTIONS, B SUPPORTING STRUCTURE DETAILS (BY OTHERS). THIS SHEET 36' MAIL O/M AT FRONT B 25% OF LAST PAPNEL WIDTH AT SIDES IN ADDITION TO LOADS SHOWN ABOVE WHEN USING SPAN TABLES. CERTIFIES ALLOWABLE ROOF SPANS ONLY. (U► TO 12• PIAX OJM AT SIDES) MAXIMUM ALLOWABLE DESIGN PRESSURES: �Q AS NOTED IN CLEAR SPAN TABLES DESIGN NOTES: _�aO POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED f00. USE W17NC THIS SYSTEM SMALL BE DETERMINED BY OTHERS ON A IOB3►ECIFIC COME. SITE- IFiC PRARESSURE REQUIIS IN ACCORDANCE NEMENTS AS DETERMINED IN ACCORDANC' TfH ASCE ,�� 7.10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2011) SWILL BE LE55 THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: BI 10. ALLOWABLE STRESS NAS SEEN USED IN 1 OF RECORD FOR THE PRO)ECr D Z1, y ^ Iu r IY OF ALL SUPPORTING SURFACES TO THIS DESIGN IS USED sMALL BE Z COORDINATED BY THE PERMITTING O r e SEALED ENGINEERING SMALL BE F 41 E FROM LOADS, DEFLECTIONS, OR SPANS TERPOLATION OF THE ALLOWABLE SPAN IOT BE PERMITTED. CONTACT THIS Q O til I CALCULATIONS AS MAY BE REQUIRED. w a s N g REIN IS GENERIC AND ODES NOr PROVIDE $ gg ITE. FOR SITE CONDITIONS DIFFERENT Cf: R7� D HEREIN, A LICENSED ENGINEER OR J Q N;{ p PREPARE SITE SPECIFIC DOCUMENTS FOR ,P a S < - S DOCUMENT. W IREFULLY CONSIDER POSSIBLE IMPOSING p R NOT LIMITED TO ANY CONCENTRATED W V 0 ATER DESIGN CRITERIA. THIS 7j < 3A SHALL BE PROPERLY ANALYZED BY A p ELS SMMAALL BEECCOONSTRUCTED USING TYPE I• s 'R RIENTED STRAND BOARD (OSS) FACINGS, ILL, BE ADHERED TO THE FACINGS WITH ASHLAND sPESALTTYY)� FABRICATION W 11 I APPROVED fWBRICATION METHODS OY ONSIOW TO INSULATE OR PROTECT ALL TERIALS TO PREVENT ELECTROLYSIS. HERE TO VALIDATES STRUCTURAL DESIGN C• $�� jS WECIFICATION BY CONTRACTOR aL at a •_IST 1 S THIS ENGINEER FOR ALL COST 6 3 B APPELLATE FEES RESULTING FROM gg d d a ERECTION 6 CANSTRUCTION PRACTICES 4 if i7 FOR BY LOK. STALE, d FEDERAL CODES (7 (VIDEO HEREIN, NO ADDITIONAL o ` S ARE INTEKOEO. _ ' ��ICEI RTED HIM' I INVALIDATE TME SMMKIh•GS TO It k�IiY TABLE VALUE DERIVATIONS: vA RAL PROPERTIES DERIVED FROM -202 CERTIFIEDTEST REPORTS NOF. HETI-05.2025, -05.2026,.05-2027. -05.2028, •OS -2032, -05.2033• -0S•2034, -05.203$ BY HURRICANE ENGINEERING S TESTING, IM. 2. PANEL DEAD LOADS (EXCLUSIVE OF WEATHER -RESISTANT ROOFING MATERIALS) HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 14-1441 0 �_2j P • E • ■T• ENGINEERING EXPRESS � PRODUCT EVALUATION REPORT ENGINEERING EXPRESS EXPERT PRODUCT EVALUATION REPORT January 30, 2015 Application Number: FL# 7621.1-R3 Project Number: 14-1441 Product Manufacturer: Elite Aluminum Corporation Manufacturer Address: 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Product Name & Description: EPS Foam Core Composite Roof Panels OSB / Aluminum Skin Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #14-1441 titled "EPS Foam Core Roof Panels", sheets 1-1, prepared by Frank L. Bennardo, P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS • Uniform static structural performance has been tested in accordance with Section 1714.3 of the above -referenced Florida Building Code per test standard ASTM E72-05 as evidenced in test report(s) #HETI -05-2035, #HETI -05-2028, #HETI -05-2034, #HETI -05-2027, #HETI -05-2032, #HETI -05-2026, #HETI -05-2033, #HETI -05-2025 by Hurricane Engineering & Testing, Inc. (HETI). • Metal tensile capacity has been determined in accordance with ASTM E8-01 test standard per test report(s) #HETI-05-T337 & #HETI-05-T338 by Hurricane Enginee{jp9iF*rA10i1g,,1nc. (HETI). STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Size/Pressure Combinations No 33% increase in allowable stress has been used in the design of each product. 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 ounnic• oG4_'3g.4_f rrn cev• oCd_ZSd-ndd7 �1-7 ENGINEERING Elite aluminum Corp. — EPS Foam Core Composite Roof Panels Impact Resistance: 2015 Large & Small Missile Impact Resistance has NOT been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist combinations of wind loads, live loads, and dead loads as indicated in the span schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein for outdoor patio construction only. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's anchor schedule. Host structure conditions which are not accounted for in this product's anchor schedule shall be designed for on a site-specific basis by a registered professiona' engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 5ET. IF 1/2" JB 7337 rn r O z 29. rn 000 n c- O O m uI (J� 0�0 rnr 5ET. IF 1/2" LB 7337 LOT 204 OCCUPIED N 89053'55" E 115.00'(P) !",FND. IF I/2" N 89°54' 14" E 1 15.00'(M) Q ` LB. NG393 5' D.E. AC EUB FL 0905-1258 BOUNDARY 5URVEY 5EMINOLE COUNTY I hereby certify tha 'Cf7 of the hereon described grope a'fru-109 a �jQnec 9 representation of a urvey mac bltder my d on aria that .a survey _t a 'mum ��al dares set fourth by th F no 5urveyors. pursu N.A. ion 472.027 Statutes, and Ch r 6 I G y117� Sprida .siratwn Code. Further, th. cumensuole lrom ionw and sealed persuant t.on 472.0 the Flonca 5tatutes and f *0a Chapter 6 I G-17-7.0025 da AarnroscraGon Code. RONALD W. WALLING tate of Florida Professional u --F- and app Ucanx No. 6473 FND. N€D LB. #G393 @ 5E CORNER OF LOT 20G NOTE5 Q CONCRETE DRIVEWAY OVER U.E. - LOT 15 SERVICED BY CITY WATER 30 0 15 30 GRAPHIC SCALE (In Feet) I inch = 30' ft. p { U D )ate Created:5/2812009 12221 TOWNE LAKE DRIVE. WWW.EXACTALAND.COM • SUITE A • FT. MYERS, FL • P: (866)735.1916 ■ F: (866)744-2882 a? 2,1-1 EING. DEPT Ok 46- i n.5vw I lo' x 2� (260,0) , , e¢n Com+ aS Si�•�� o•, lar►. 1 611- LCIke = 2. 59.0' O ' CONC � JO-S 0.0 I STORY R=5 .DRIVE p #309 5.0' ONC o LOT 205 - c W irn 60.0' 25. ' _ 5' D.E. O 5 89°53'35" W 1 15.15'(M) f 5ET. IP 1/2" r; 5 89053'55" W 1 15-007) Q LB 7337 z a z LOT 20G 007000. Ln OCCUPIED O -0U' O ' 0n1 -n00- Orn40 �Ch v :E I hereby certify tha 'Cf7 of the hereon described grope a'fru-109 a �jQnec 9 representation of a urvey mac bltder my d on aria that .a survey _t a 'mum ��al dares set fourth by th F no 5urveyors. pursu N.A. ion 472.027 Statutes, and Ch r 6 I G y117� Sprida .siratwn Code. Further, th. cumensuole lrom ionw and sealed persuant t.on 472.0 the Flonca 5tatutes and f *0a Chapter 6 I G-17-7.0025 da AarnroscraGon Code. RONALD W. WALLING tate of Florida Professional u --F- and app Ucanx No. 6473 FND. N€D LB. #G393 @ 5E CORNER OF LOT 20G NOTE5 Q CONCRETE DRIVEWAY OVER U.E. - LOT 15 SERVICED BY CITY WATER 30 0 15 30 GRAPHIC SCALE (In Feet) I inch = 30' ft. p { U D )ate Created:5/2812009 12221 TOWNE LAKE DRIVE. WWW.EXACTALAND.COM • SUITE A • FT. MYERS, FL • P: (866)735.1916 ■ F: (866)744-2882 a? 2,1-1 EING. DEPT Ok 46- i n.5vw I lo' x 2� (260,0) , , e¢n Com+ aS Si�•�� o•, lar►. 1 611- LCIke = 2. IN THIS INSTRUMENT PREPARED BY: Name: James Alan League Addr.sc •r777YCaTAn:rOwao•Hu:---• —'- NOTICE OF COMMENCEMENT Slate of Florida County of Seminole MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BY, 8828 P9 1972 (1P9s) CLERIC'S Y 2016132071 RECORDED 12/20/2016 01:10:07 PM RECORDING FEES $10.00 RECORDED BY hdevore Permit Number: _ Pnrcel ID Number: 22-19-30-503-0000-2050 rhe undersigned hereby gives notice that improvement will be made to conain real properly. and in atxmalanco vnlh Chapter p713, Florida Stahrles. tho following information is provided in this Nulico at Commencement. OM6 WIII w&y`A1`SgeTYS(Legal d(tsrriplwn u( the property and side dddresS it available) NERAL SCRIPTION OF IMPROVEMENT: green oom OWNER INFORMATION: Noma. Kristen D. Fawcett Address. 309 Wlllowbay Ridge St. Sanford, FI. 32771 Fee Simple Title Holder (if other than owner) Name.__ _ Address: CONTRACTOR: Name. James Alan League Address. 5285 Clarcona Ocoee Rd. Orlando. FI. 37.810 Persons within tiro State of Florida Designated toy Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b). Florida Statules. Name Address: In naddion to himself, Owner Deatgnales — of To reccrve a copy of the Wrier's Nnlice as Provided in Stiction 713.13(1llll). Florida Soautes. Expiration Date of Notice of Commencement (Tho expiration date Is 1 year from date of recording unless a different data Is specified) WARNING TO OWNCR: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOI ICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PARI 1. SFCTION 713.13. FLORIDA STAIU'I FS. AND CAN RESULT IN YOUR PAYING TWICE FOR INWROVEMEN IS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 1HE FIRST INSPECTION. IF YOU INTEND r0 OHrAIN FINANCING. CONSULT WIIH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEkfENT Under penalties of perjury, I declare that I have road the foregoing and that the facts stated in it are true to the best of my knowledge and belief. — `f- Kristen D. Fawcett Jwrivr a sronvuu U... c primryaNynn •• rlmW.i:Slaiuiv 117.IJr IpM • The more nasi %rip 11 0wo el C-iaMnr mi and ne may ah permm90 tv &en no Iv% or Ii -•r 510.•4 State of County of _Sy M-1 The foregoing Instrument was acknowledged before me this ja day of ,0/lr !Q" &&/L .20 by A--2LSZ9K1 / /4' C-4:i/edWho is personally known to me N.ImC of aw.un -1t ma V 11Mnrm l/� OR who has produced identification Q type of identification produced: p tiOO "SD y" d Tire? GI T JAMES ALEAGUE -- ..n,...MY COMMISSION SFF004284 EXPIRES April 3, 2017 (407) 398.0153 FI Idt1N or oteryService.com — M%X%%% S`ot tOf ro�`�Ir ', A NE M0pSE � �' •• 5 ~ la �t VL N t7Y tT COURT A rr�.H •.......•. r "�{CfIKO� URDU 4 o II rtoo s�` COMptiiCllErFlOIOA SEMI S. O�r M