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HomeMy WebLinkAbout140 Walnut Crest RunRECEIVED - CITY OF SANFORD PERMIT AP`, LICATION JUN -� T I M 2 12007 Permit # : ✓] /�,c� s 1Date: Job Address: (JI Description of Work: 1'c, ''�-- Historic District: Zoning: Value of Work: 45 3. 00 Permit Type: Building - AN 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 4K Commercial Industrial Total Square Footagevro Construction Type: -02 # of Stories: -A— # of Dwelling Units: _� Flood Zone: R (FEMA form required for other than X) Parcel #: �S . 1 `'1 • 0 - GQ a • DMO. 1 (JO (Attach Proof of Owneer�shhipip & Legal Description) Owners Name & Address: Ler.m Pry -rival Phone: -`1� I ' `i �01� a' Contractor Name & Address: GtU �<Vt r� A� Qry cnl� Or - oforn , ^State License N /Number: K�T.005t 1ci --I 01-1 � Phone & Fax: n • Jai `q Contact Person: N ac -i-) mliu Phone: `i D7 ."J�.� I 0( Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: 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 regulating 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 ma be additional permits required from other governmental entities such as water management districts, state a ies, or federal agencies. Acceptance of 't ' verificatio th 11 notify the owner of the property of the requirem I ida Lien Law, F �Q �� ature of Owner/Agent Date Signature of Contractor/Agent Date Le -CC( Per- c oval Imoncl �, a�,n Pri . O ner/Agent' Name Print Cont actor/Ag is Name ) aA 816oq10-7 Signature of Notary -State of Flo Notary State of Florida tgna-ture of Notary -State of Florida at -= Made R sley �r Notary Public State of Florida v My Commission DD672921 Marlette R Mosley Owner/Agent is Person. x ares 07/06/2011 ontractor/Agent is Pe on ly _ `or My Commission DD672921 —Produced ID —Produced ID Ex Cres 07/0612011 APPLICATION APPROVED BY: Bldg: Zoning: � f ( b .dL't)� Utilities: FD: ([ni[ia &Date) (Initial & Date) (Initial & Date) (Initial & Date) 0 Special Conditions: �- c, �� C) l CjL U i_ i..1 U `{ 1-4 11.1.1 / l 1 'V t k-'—) I 1210 C6(drCd PCt,(IL 0/-- 5Ct;i Y%tr ci , C -L 52:77i r NOTICE OF COMMENCEMENT I I Permit No. State of Florida County of Seminole Tax Folio No. �-Itl•1150D-OQX2 ` 1730 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following mforination is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available). 1 rA 1-7-3 P( -e' 46e ( t_C kc' M�nro� (illi WNnu-F Cr-fS 2. General description of improvement: j >1 S1 Cali'r7 ('Yl( ICit l i 3. Owner infonnation� �L X2171 a. Name and address L(�clCa Parc l V10 I 1440 \/Vatkli.a-:" Cri?S-1 �i 1� -Cl+ b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address F6 Sets e 2 M U -M 1 Y1 b. Phone number qQ-7 323 5. Surety a. Name and address b. Phone number c. Amount of bond 6. Lender 'ZCioj its InC . 3 -71 Fax number Fax number CERTTIED COPY — DEP1ITY 1 rRK a. Name and address--= � fIIAI 7 � 2nm Fax number W 'U v L o wv b. Phone number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration. date is 1 year from t .e da of record ess a different date is specified) Signature of Owner � lr Sworn to (or affirmed) and subscribed before me this day of .) L , 200 , by j -z -c Ci 1. exc Vo -Ii Personally Known OR Produced Identification Type of Identification Produced i r'1CS� =Notary tate of oridaleyn DD672921Signature of Notary Public, State of Florida12011_ Commission Expires: 11111111111111111.11111111111111Ill 11 111 1111111 Ii 111111111111111 January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL" they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Ed Senez Ed Senez Aluminum Specialist 720 N. Volusia Ave. Orange City, FL 32763 They are herebrddd t my 2007 MASTERFILE LIST Should conveni Sin 1estions please contact me at your 9'r a Lawref ;4° Bean 1` #16644 111897 LD=D POWER OF ATTORNEY Date: j� I herebyname and appoint00�66k--9, QCOL rr� of a� sevle2 A[ U VY) � n LLM to be my lawful attorney in fact to act for me and apply to ( rU for a (SCUT 0 ern permit for work to be performed at a location descnbed as: Section Township (Range Lot Block Subdivisiqw (DP) Cies-- q u.n - (Address of Job) (_C� a Pere �a10 \Nc�- C+Cs+ C,n . SaU (Owner of Propeaty and Address) and to sign my name and do all things necessary to this appointment �d�mov)6 S6e-L fi�0o5ggDq (eve or Print name of Ceij'�ie and License #) ftma=e Acknowledged: Sworn to and subscribed before me this q Day of �T n A.D. a0 Notary Publiq State of Florida (J j JWJ&CC- (Seal) My Commission Expiresz p,;OT�t�;Y PUBLIC -STATE OF FLORIDA Vera L. Lovelace '+. Commission # DD471107 `'��'° FxTires: SEP. 12, 2009 71.n1 Auanbc A on ding Co:, Ins: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/web/re_web.seminole_county_title?parcel=22193 050200001730&c... 5/23/2007 1 6 A s x DAVID JOHNSON, CFA. ASAI` PROPERTY*A APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST sr �J SANFORD, FL32771-1468 407-665-T Id i 1 g 1 t7 1%t2 17 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-1730 Number of Buildings: 1 Owner: PERCIVAL LECIA Depreciated Bldg Value: $204,818 Mailing Address: 140 WALNUT CREST RUN Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $48,000 Property Address: 140 WALNUT CREST RUN SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $252,818 Tax District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $176,824 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $151,824 Tax Estimator 2006 VALUE SUMMARY Tax Amount(without SOH): $3,519 SALES 2006 Tax Bill Amount: $2,904 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 12/2004 05556 1072 $191,600 Improved Yes Savings: $615 Find Comparable Sales within this Subdivision 2006 Taxable Value: $147,511 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 173 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 48,000.00 $48,000 62 PGS 12 - 15 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 9 1,042 2,938 2,476 CB/STUCCO $204,818 $207,937 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 21 Appendage I Sgft GARAGE FINISHED/ 441 Appendage / Sgft UPPER STORY FINISHED / 1434 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=22193 050200001730&c... 5/23/2007 'FFlut 9 Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 ITI bode violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy PERMIT # _ 0, " IOZ DATE: MMA UaZ .Ot .09 ,,6.8 6 8'9" ;;UmW o = M 10' Right View 9' 1. U SCREEN, ACRYLIC& VINYL ROOMS I SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS H ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) H A TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. 1A Z s " Lawrence E. Bennett, P.E. FL # 16644 REVIEWh LAN CIVIL & STRUCTURAL ENGINEERING Amb, Muh P.O. Box 214368, South Daytona, FI 32121 ^F ff- %1 11 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 AML I u Z$ Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 U SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES '2 3A.1.1 & 3A.1.2) OR ►� �� MAX. FiS( // LPRIGHT !� HEIGHT (h) 1" x 2" --- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH r FOR ROOF BEAM ALTERNATE CONNECTION r - - 'P/2' ---- - - 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W Z� O.H. -- H �U SOLID ROOF /D w NO MAXIMUM U) (ELEVATION SLAB OR GRADE) _ P =PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH - - -- - 'P' VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/#10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100 -123 130 140 150 #8 1 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 REIVONEU CIVIL & STRUCTURAL ENGINEERING AN P.O. Box 214368, South Daytona, FI 32121 � PORI Telephone #: (386) 767-4774 Fax #: (386) 767-6556 111 N Email: lebpe@bellsouth.net hANr ['0%-1 PAGE @ COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2)#10x 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 SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER VAPOR BARRIER UNDER CONCRETE ;O�TERNATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL 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 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 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 ENGINEERINGIEWED P.O. Box 214368, South Daytona, F1 32121 ®®®® Telephone #: (386)767-4774 Fax #: (386)767-6556 0"4LAN Email: lebpe@bellsouth.net ^c c-AkMORD tu "Zr�� PAGE © COPYRIGHT 2006 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 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. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. -HROLIGH SPLINE GROOVES ;IDE WALL HEADER \TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" >.M.S. IDE WALL GIRT ATTACHED 1 ' 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 r'f-lklCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND lIALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DET L SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644Lj I EWtU CIVIL &STRUCTURAL ENGINEERING mr R P.O. Box 214368, South Daytona, FI 32121 nv Telephone #: (386) 767-4774 Fax M (386) 767-6556 Email: I ebpe@ bel Isouth.net PAGE3A-6I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS 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 — GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES --` o -- a 0 a \ TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (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.) lqjEw Lt - Lawrence E. Bennett, P.E. FL # 16644 990h V% Vill IRE Al"r4k CIVIL & STRUCTURAL ENGINEERING * bX14 VP.O. Box 214368, South Daytona, FI 32121 KAN/S ff V1 ZU Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net I �� PAGE © COPYRI 0 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A�7 SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN UNIFORM LOAD l 1 OR SINGLE SPA OAD SECTION 3A l l l A B C 2 SPAN UNIFORM LOAD l 1 OR SINGLE SPA OAD SECTION 3A UNIFORM LOAD 3 SPAN l l l l A B l C D UNIFORM LOAD 3 SPAN 4 SPAN NOTES: 1) 1 = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. tt FN 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 FFF777 Email: lebpe@bellsouth.net C I PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-9 l l l l A B C D E 4 SPAN NOTES: 1) 1 = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. tt FN 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 FFF777 Email: lebpe@bellsouth.net C I PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-9 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 Sections 3'-0" T-6" 1 Tributary Load Width 'W'= Purlin Spacing 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ ending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 6'-5" b 5'-11" b 5'-7" bi 5'-3" b 4'-11" b 4'-9" b 4'-6" b 4'-4" b 4'-2" b 4'-1" b 2" x 2" x 0.055" Hollow 7'-4" b 6'-9" b 6'4" b 5'-11" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 3" x 2" x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" b 6'-4" b 5'-11" b 5'-9" b 5'-6" b 5'-3" b 5'-1' b 4'-11" b 3" x 2" x 0.070" Hollow 11'-9" b 10'-10" b 10'-2" b 9'-7" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-8" b 7'-5" b 2" x 3" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5' b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 2" x 4" x 0.050" Hollow 10'-5" b 1 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 5" x 0.062" Hollow 14'-7" b 1 13'-6" b 12'-8" b 11'-11" b 11'-4" b 10'-9" b 10'-4" b 9'-11" b 9'-7' b 9'-3" b 2" x 4" x 0.046" S.M.B. 13'-8" b 12'-8" b 11'-10" b 11'-2" b 10'-7" b 10'-1' b 9'-8" b 9'-3" b 8'-11" b 8'-8" b 2" x 5" x 0.050" S.M.B. 17'-4" b 16-0" b 14'-11" b 14'-2" b 13'-5' b 12'-9" b 12'-3" b 11'-9" b 11'-4" b 10'-11" b 2" x 6" x 0.050" S.M.B. 19'-4" b 17'-11" b 16'-9" b 15'-10" b 15'-0" b 14'4' b 13'-8" b 13'-2" b 12'-8" b 12'-3" b 2" x 2" x 0.044" Snap 7'-7" b 7'-1" b 6'-7" b 6'4" b 5'-11" b 5'-7' b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 2" x 3" x 0.045" Snap 9'-3" b 8'-7" b 7'-11" b 7'-7" b 7'-2" b 6-10" b 6'-6' b 6'-3" b 6'-1" b 5'-10" b 2" x 4" x 0.045" Snap 10'-10" b 10'-1" b 9'-5" b 8'-10" b 8'-5" b 8'-0" b 7'-8" b 7'-5" b 7'-1" b 6'-10" b 3" x 3" x 0.045" Fluted 7'-4" b 6'-10" b 6'-4" b 6'-0" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" . b 3" x 3" x 0.060" Square 9'-0" b 8'-4" b 7'-10" b 7'-5" b 6'-11" b 6'-8" b 6'-5' b 6'-2" b 5'-11" b 5'-9" b 3" x 3" x 0.093" Square 13'-2" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4' b 8'-11' b 8'-8" b 8'4" b 3" x 3" x 0.125" Square 18'-10" b 17'-6" b 16'-4" b 15'-5" b 14'-7" b 13'-11" b 13'-4" b 12'-10" b 12'4" b 11'-11" b 4" x 4" x 0.125" Square 20'-5" b 18'-11" b 1 17'-8" b 16'-8" b 15'-10" b 15'-1" b 14'-5" b 13'-10" b 13'4" bj 12'-11" b For 3 second wind gust at tzu mem velocity; using aeslgn Ioau u1 Ia.V nl- Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 3'-6" 4'-0' 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6" Ilowable Height 'H'/ ending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 5'-11" bi 5'-6" b 5'-2" b 1 4'-10" b 4'-7" b 4'-5" b 1 4'-3" b 4'-1' b T-11" b 3' 9" b 2" x 2" x 0.055" Hollow 6-10" b 1 6'-4" b 5'-11" b 5'-7" b 5'4 . b 5'-0" bi 4'-10" b 4'-8" b 4'-6" b 4'-4" b " Hollow 7'-2" b 6'-8" b ' b 5'-11" b 5-7" b 5'-4" b 5-1" b 4'-11" b 4'-9" b 4'-7" b 3" x 2" x 0.070" w 10'-11" b 10'-1" 9'-5" b 8'-11" b 8'-5" b 8'-1" b 7'-9' b 7'-5" b 7'-2" b 6'-11" b " ow 7'-9" b 7'-2" b%iW'b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 2" x 4" x 0.050" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7' b 6' 4" b 6'-1" b 2" x 4" x 0.046" S.M.B. 12'-8" b 11'-9" b 11'-0" b 10'4" b 9'-10" b 9'-5" b 8'-11' b 8'-8" b 8'4" b 8'-0" b 2" x 5" x 0.062" Hollow 13'-7" b 12'-7" b 11'-9" b 11'-1" b 10'-6" b 10'-0" b 9'-7" b 9'-3" b 8'-11" b 8'-7" b 2" x 5" x 0.050" S.M.B. 16-1" b 1 14'-11" b 13'-11" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11' b 10'-7" b 10'-2" b 2" x 6" x 0.050" S.M.B. 18'-0" b 1 16'4" b 15'-7" b 14'-9" b 13'-11" b 13'-4" b 12'-9' b 12'-3" b 11'-10" b 11'-5" b 2" x 2" x 0.044" Snap 7'-1" b 6'-7" b 6'-2" b 5'-9" b 5'-6" b 5'-3" b 5-0" b 4'-10" b 4'-8" b 4'-6" b 2" x 3" x 0.045" Snap 8'-7" b 7'-11" b 7'-5" b 7'-0" b 6'-8" b 64" b 6-1" b 5'-10" b 5'-8" b 5-5" b 2" x 4" x 0.045" Snap 10'-1" b 9'-4" b 8'-9" b 8'-3" b 7'-10" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-5" b 3" x 3" x 0.045" Fluted 6'-10" b 6'-4" b 5'-11" b 5'-7" b 5' 4" b 5'-1' b 4'-10" b 4'-8" b 4'-6" b 4'-4" b 3" x 3" x 0.060" Square 8'-5" b 7'-9" b 7'-3" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'4" b 3" x 3" x 0.093" Square 12'-3" b 11'4" b 10'-8" b 10'4" b 9'-6" b 9'-1" b 8'-8" b 8' 4" b 8'-0" b T-9" b 3" x 3" x 0.125" Square 17'-7" b 1 16'-3" b 15' 2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11' 6" b 1V-1" b 4" x 4" x 0.125" Square 19'-0" b 17'-7" b 16'-6" b 15'-6" b 14'-9" b 14'-0" b 13'-5" b 1 2'-11" b 12'-5" b 12'-0" b 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 # 16644 ', CIVIL & STRUCTURAL ENGINEERING SANFP.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT2006 Q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. A�25 SOLID ROOF PANEL PRODUCTS I SECTION 7 U) w Q INDUSTRY STANDARD ROOF PANELS -- -- - - 12.00" — -- --- -- -- 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" 12.00" — — -- -- _. 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" = 1'-0" w 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" = 1'-0" ALUMINUM SKIN TABLES E.P.S. CORE Z SIDE CONNECTIONS VARY a LU (DO NOT AFFECT SPANS) -= 48.00" - -- -- - --- - COMPOSITE ROOF PANEL [INDUSTRY STAN SCALE: 3" = T-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 @ COPYRIGHT2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-1 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: (2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: #14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. �- FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DET SCALE: 3" = V-0" WOOD STRUCTURES SHOUL -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER - _ 1 412 @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD Q w.... SCREW SPACED @ 12" O.C. o-- ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: (2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: #14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. �- FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DET SCALE: 3" = V-0" WOOD STRUCTURES SHOUL -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 48 1 #10 1 412 _ 1 412 "IANS Lawrence E. Bennett, P.E. FL # 16644ivxftEV1cWEW CIVIL &STRUCTURAL ENGINEERING P.O. Box 214 T South Daytona, EEI SANFOr"" t! " Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE7 A 1 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING TO ALUMINUM USE TRUFAST HD x ("t" + 3/4") AT 8" O.C. FOR UP TO 130 MPH WIND SPEED EXPOSURE "D"; 6" O.C. FOR ABOVE 130 MPH AND UP TO 150 MPH WIND SPEED EXPOSURE "D" CAULK ALL EXPOSED SCREW OoO—FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) PAN ROOF ANCHORING DETAILS ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH 48 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAI SCALE: 3" = V-0" / PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING CffY F P.O. Box 214368, South Daytona, FI 32121 SANFU"RDTelephone #: (386)767-4774 Fax #: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-21 SECTION 7 1 SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS 1.0 # or 2.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMIN ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = 1'-0" _$ t Lawrence E. Bennett, P.E. FL # 16644_aWb a_� EUC ®TM CIVIL & STRUCTURAL ENGINEERING U Elite Aluminum Corporation P.O. Box 214368, South Daytona, FI 32121 _--. 1801 N.W. 64th Street Telephone #: (386) 767-4774 Fax #: (386) 767-6556 _ _—_ _ Panel Products Ft. Lauderdale, FL 33309 Email: Iebpe@bellsouth.net Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2006 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Wind O 0 0 ° p m o o m E X X ° z z o _ m A m z D x z m �;! s l� i i 1;1 I;$I, s a'I m M = CD T D a md o ®® n �' C> (D Z oo C T A N x �s n10 r io w O v"w� ® A� o ® W O ; w Table 7.2.1 Elite Aluminum Corporation Roof Panels Allowable Spans and Design /Applied Loads* (#/SF) Manufacturers' Proprietary Products: Statewide Prod 3" x 48" x 0.024" Panels Aluminum Alloy 3105 r H-25 1.0 EPS Core Densi Glass 8 Modular Rooms Enclosed fn 0 r TI D Z m r Q C N Wind Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang 182 s anlload* Zone 182 3 4 182 * * 182 3 4 Cantilever MPH s an/load* s an/load* s an/loa s an/load an/load s an/load* s an/load* span/11 ad* s an/load* 100 18'-10" 13 21'-1" 13 20'-5" 13 18'-3" 17 1T-8" 17 12' 11" 27 15'-8" 23 15'-2" 23 4'-0" 45 182 s an/load* '-4" 14 20'-6" 14 19'-10" 14 17'-9" 18 17'-2" 18 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 4 s anlload* 120 -7" 17 18'-7" 17 17'-11" 17 12'-1 l" 16'-1" 22 15'-6" 22 10'-9" 39 12'-1" 39 11'-8" 39 4'-0" 65 3 span/11 oad* 16'-2" 17 18'-1" 17 17'-5" 17 - 28 15'-8" 23 15'-1" 23 10'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 Cantilever 130 15'-3" 20 17'-1" 16' 6" 20 12'-1" 31 13' 6" 31 13'-1" 31 9'-5" 51 11'-3" 45 10'-10 45 3'-10" 77 " 140-1 12'-11" 27 15'-11" 15'-4" 23 11'-3" 36 12'-7" 36 12'-2" 36 9'-5" 51 11'-3" 45 10'-10" 45 3'-7" 89 23'-2" 423164" 140-2 12'-11" 27 15'-11" 23 11'-3" 36 12'-7" 36 1mo 22'-4" 150 12'-0" 32 13'-5" 12'-11" 32 17'-11" 3" x 48" x 0 030" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core Density Foam 20'-1" 17 Wind Oen Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang 17 Zone 182 3 4 182 3 4 182 3 4 Cantilever MPH s an/load* s an/load* s an/load* s an/load* span/[ s an/load* s an/load* s an/load* s anlload* 23 100 22'-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 23 16'-8" 110 21'-6" 14 24'-1" 14 23'-3" 14 18'-8" 18 20'-10" 18 20'-2" 18 15'-3" 27 17'-0" 27 16'-5" 27 4'-0" 55 4'-0" 45 120 19'-6" 17 21'-9" 17 21'-0" 17 16'-10" 22 18'-10" 22 18'-2" 22 12'-8" 39 15'-7" 32 15'-1" 32 4'-0" 65 1" 14 123 18'-11" 17 21'-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 14 21'-9" 130 17'-11" 20 19'x" 20 15'-6" 26 17'-4" 26 16'-9" 26 11'-9" 45 13'-2" 45 12'-9" 45 4'-0" 77 17'-5" 18 16'-8" 23 18'-8" 23 18'-0" 13'-2" 36 16'-2" 30 15'-7"30 11'-9" 45 13'-2" 45 12'-9" 45 4' -calm 0 18 18'-10" �140-11 N26 13'-1" 32 15'-11" 27 n CD � O r c7 o ' o (D m ITI m 27 4" x 48" x 0 024" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core Densi Foam 55 20'-11" " 17 20'1" 17 19'-8" 17 15'-9" 22 17'-7" 22 17'-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 20'-5" " 17 19'-10" 17 19'-2" 17 15'-4" 23 17'-2" 23 16'-7" 23 11'-7" 41 12'-11" 41 12'-6" 41 4'-0" 69 19'-4" 9" W140-11 20 18'-9" t, w (D m _{ � Z3 c (D po r— m 20 13'-3" 31 16'-2" 26 4" x 48" x 0.030" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core DensityFoam 26 11'-0" 45 12'x" 45 11'-11" 45 4'-0" 77 17'-11" 7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 3611'-0"4512'x" 45 15'-5" 38 45 11'-11" " 89 -2 16'-8" Ill �� A n 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 10'-10" 53 12'-2"5311'-9"534'-0"890 11'-4"53 12'-8" 10'-11"533'-11"89 rn� G) CA _A 89 150 15'-8" 26 17'-6" Z -4 16'-11" 15'-10" 12'-2" 42 15'-2" 34 Note: Total roof panel width = room width + wall width + overhang. *Design or applied load based on the affective area of the panel 42 Wind Oen Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s anlload* 3 s anlload* 4 s anlload* 182 s an/load* 3 s an/load* 4 s anlload* 182 s anlload* 3 span/11 oad* 4 s anlload* Cantilever 23'-10" " 13 23'-2" 13 22'-4" 13 17'-11" 17 20'-1" 17 19'x" 17 15'-5" 23 17'-3" 23 16'-8" 23 4'-0" 45 23'-2" 1" 14 22'-6" 14 21'-9" 14 17'-5" 18 19'-0" 18 18'-10" 18 13'-1" 32 15'-11" 27 15'-4" 27 4'-0" 55 20'-11" " 17 20'1" 17 19'-8" 17 15'-9" 22 17'-7" 22 17'-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 20'-5" " 17 19'-10" 17 19'-2" 17 15'-4" 23 17'-2" 23 16'-7" 23 11'-7" 41 12'-11" 41 12'-6" 41 4'-0" 69 19'-4" 9" W140-11 20 18'-9" 20 18'-1" 20 13'-3" 31 16'-2" 26 15'-8" 26 11'-0" 45 12'x" 45 11'-11" 45 4'-0" 77 17'-11" 7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 3611'-0"4512'x" 45 15'-5" 38 45 11'-11" " 89 -2 16'-8" 23 18'-823 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 10'-10" 53 12'-2"5311'-9"534'-0"890 11'-4"53 12'-8" 10'-11"533'-11"89 4'-0" 89 150 15'-8" 26 17'-6" 26 16'-11" 15'-10" 12'-2" 42 15'-2" 34 13'-2" 42 9'-7" 68 68 60 60 10'-4" 102 Wind Oen Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s anlload* 3 s anlload* 4 s anlload* 182 s an/load* 3 s an/load* 4 s anlload* 182 s anlload* 3 span/11 oad* 4 s anlload* Cantilever 23'-10" " 13 23'-2" 13 22'-4" 13 17'-11" 17 20'-1" 17 19'x" 17 15'-5" 23 17'-3" 23 16'-8" 23 4'-0" 45 23'-2" 1" 14 22'-6" 14 21'-9" 14 17'-5" 18 19'-0" 18 18'-10" 18 13'-1" 32 15'-11" 27 15'-4" 27 4'-0" 55 20'-11" " 17 20'1" 17 19'-8" 17 15'-9" 22 17'-7" 22 17'-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 20'-5" " 17 19'-10" 17 19'-2" 17 15'-4" 23 17'-2" 23 16'-7" 23 11'-7" 41 12'-11" 41 12'-6" 41 4'-0" 69 19'-4" 9" W140-11 20 18'-9" 20 18'-1" 20 13'-3" 31 16'-2" 26 15'-8" 26 11'-0" 45 12'x" 45 11'-11" 45 4'-0" 77 17'-11" 7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 3611'-0"4512'x" 45 15'-5" 38 45 11'-11" 45 3'-1189 140-2 17'-11" 7"2317'-5"2316'-10"2312'-4"3615'-1"30 20'-1" 23 19'-5" 23 15'-7" 30 17'-5" 30 16'-10" 13'-4" 369'59 53 13'-1" 11'-4"53 12'-8" 10'-11"533'-11"89 4'-0" 89 150 16'-10" 2" 32 16'x" 26 15'-10" 26 11'-5" 42 12'-9" 42 12'x" 42 8'-11" 68 10'-8" 60 10'-4" 60 3'-8" 102 Wind Oen Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s an/load* 3 s anlload* 4 s anlload* 182 s an/load* 3 s an/load* 4 s anlload* 182 s anlload* 3 s an/load* 4 s anlload* Cantilever 100 23'-10" 13 26'-8" 13 25'-9" 13 20'-8" 17 23'-1" 17 22'-4" 17 17'-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 14 25'-1" 14 20'-1" 18 22'-5" 18 21'-8" 18 16'-5" 27 18'x" 27 17'-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 17 22'-8" 17 18'-2" 22 20'x" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 65 123 20'-5" 17 22'-10" 17 22'-1" 17 23 19'-9" -n- 19'-1" 23 13'-4" 41 16'-5" 34 15'-10" 34 4'-0" 69 130 19'-4" 20 21'-7" 20 20'-10" 20 16'-8" 26 18'-8" 26 18'-1" 26 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 77 140-1 17'-11" 23 20'-1" 23 19'-5" 23 15'-7" 30 17'-5" 30 16'-10" 30 12'-8" 45 15'-5" 38 45 4'-0" 89 140-2 17'-11" 23 20'-1" 23 19'-5" 23 15'-7" 30 17'-5" 30 16'-10" 30 11'-8" 53 13'-1" 53 12'-8" 53 4'-0" 89 150 16'-10" 26 18'-10" 26 18'-3" 26 13'-2" 42 16'-4" 34 15'-9" 34 10'-11" 60 12'-4" 60 11'-11" 60 4'-0" 102 Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawren a E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Sup I ents, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B` or'C'n or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. - 6 !/ I v Phone: Contractor A oriz d p' Name (please print) Date: Contractor / Authorized Re ' nature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: A. Project name & address on plans ............................................. . B. Site plan or survey with enclosure location ...... ...... ........... ........ . C. Contractor's / Designer's name, address, phone number, & signature on plans . . D. Site exposure form completed ... . ........... .................. E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 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 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing .................... ...... . (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ..... ... . (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: i Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: ED Span / Height RequYe @ 120 MPH 1.00 1.00 , 0 00 (b or d) x (b or d) x ( ) Wind Zone Multiplier *00sur MulNazv flier * Must have attended Engineer's Continuing Educati hi he Est two years. "* Appropriate multiplier from page 3A -ii and page 3A -iii. b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) 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'C' 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 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier "" - PExposure Multiplier" Yes Nc� 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 -clip, angles and/or sole plate to deck .... .... ....... .... E. Foundation detail type & size .... I ..... I ......... . ........ Notes: . 1. �,x �eNEID Appropriate multiplier from page 3A -ii and 3A -iii. *A%W�OIRID Ir CIV low - b -8 Inspection Guide For Carports and Screen Glass & Vinyl Rooms (page 1 of 1) 1. Check the building permit for the following: No a. Permit card & address .................. . 0 b. Approved drawings and addendums as required ......... ...................... 0 c. Plot plan or survey .. .... ......... .... .............. .. 0 d. Notice of commencement..................................................... 2. Check the approved site specific drawings or shop drawings against the "AS BUILT" structure for: Yes = No 0 a. Structure's length, projection, plan & height as shown on the plans ........ ........ b. Beam size's, span, spacing & stitching screws (if required). ...................... 0 c. Purlin sizes, span & spacing............................................................................... 0 d. Upright sizes, height, spacing & stitching screws (if required) ..................... e. Chair rail sizes, length & spacing ........................ .... ............... f. Knee braces are properly installed (if required)..... ... .... ................ g. Roof panel sizes, length & thickness ..... .............. ............. 3. Check load bearing uprights I walls to deck for: Yes No a. Angle bracket size & thickness ...... ........ .... b. Correct number, size & spacing of fasteners to upright ...... ....... ..... c. Correct number, size & spacing of fasteners of angle to deck and sole plate ... . d. Upright is anchored to deck through brick pavers then anchors shall go through pavers into concrete ..................................... .................... 4. Check the load bearing beam to upright for: Yes No a. Receiver bracket, angle or receiving channel size & thickness ................... . b. Number, size & spacing of anchors of beam to receiver or receiver to host structure c. Header attachment to host structure or beam....... ......... ........... ..... . 0 d. Roof panel attachment to receiver or host structure ............................. e. If angle brackets are used for framing connections, check number, size & thickness of fasteners ................... .. ................................... f. Post to beam attachments to slab .................................... 0 S. Check roof panel system for: Yes No a. Receiver bracket, angle or receiving channel size & thickness .. ................ b. Size, number & spacing of anchors of beam to receiver .. ......... 0 c. Header attachment to host structure or beam ............ .. d. Roof panel attachment to receiver or beam ..................................... Notes: c-2 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED). AS RECORDED IN PLAT BOOK 62, LOT AGES 12PRESERVEE AKE MONROE ' PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: FOR THE BENEFIT AND THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE COMMERCE TITLE COMPANY THE REQUIREMENTS SET FORTH IN THE COMMERCE TITLE INSURANCE COMPANY CTx MORTGAGE COMPANY, LLC Cl OF SANFORD CODE CHAPTER 6, 6-7(A). ' I" � 3D• . GRAPHIC SCALE 0 15 30 LOT 200 S54'23'1.1"E 50.00'1 a, 5' DRAINAGE& URLTY EASEMENT I Lor 171 3� , z Iw IW IN la N L T 173 ' w v IZ 6, 00 SO. FT. f, I] wo / t I Z Q W /v o S n• I � LOT 172 WALK IS 0.5' OFF N54'23'11 "W 50.00 IT Will (0 n N LOT 199 «Pv'i G j id l-1 j /4, 6 LOT 174 PT INry 1 LtN TE LINEW9x,03' RIGHT -OF -AY N5423'I"W I _ 8.023.0171 C NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-8-04, UNLESS OTHERWISE SHOWN. I 3. THE SURVEYOR HAS NOT ABSTRACTED THE SHOWN iLAND HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS_ OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. i 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, NO 120294 0035 E DATED R4/17/95 ANDFOUNDTHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, OUTSIDEAREA I OD PLAIN - THE SURVEYOR MAA MAKES NO GOUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONiROI AS FURNISH D BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF"LOT 173 RFwr. cta•ir•..,,.. ..__ _ FIELD DATE:) 07-26-04 (= SCALE: 1„ = 30 FEET APPROVED BY: S- J '-'- — BUILDING SETBACK LINE A, TWO STORY FORMBOARD 8/17/04 DLC )RAWN BY: CONCRETE BLOCK& WOOD RIGHT OF WAY LINE LOT FIT 12-24-02 CKB. FRAME oiRESIDENCE 131' 4 EXISTING ELEVATION FINISH FLOORo ELEVATION -17.54' LB x'6393 (12/08/04) CONCRETE - CNA CORNER NOT ACCESSIBLE COVERED jLnn 6 ENTRY LS LICENSED SURVEYOR 0 5.7' ' 7' DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT ITYPI DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT 3 ,'CONCRETE'.' DENOTES POINT OF CURVATURE DENOTES I aDRIVEWAY" PRC POINT OF INTERSECTION DENOTES POINT OF RFVERcc FIND FOUND PT TYP 10' UTILITY Fd ccucu. _. N54'23'11 "W 50.00 IT Will (0 n N LOT 199 «Pv'i G j id l-1 j /4, 6 LOT 174 PT INry 1 LtN TE LINEW9x,03' RIGHT -OF -AY N5423'I"W I _ 8.023.0171 C NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-8-04, UNLESS OTHERWISE SHOWN. I 3. THE SURVEYOR HAS NOT ABSTRACTED THE SHOWN iLAND HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS_ OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. i 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, NO 120294 0035 E DATED R4/17/95 ANDFOUNDTHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, OUTSIDEAREA I OD PLAIN - THE SURVEYOR MAA MAKES NO GOUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONiROI AS FURNISH D BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF"LOT 173 RFwr. cta•ir•..,,.. ..__ _ FIELD DATE:) 07-26-04 I HMtKICAN SURVEYING &MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB//6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 WALNUT CREST RUN 50' RIGHT-OF-WAY REVISED: SCALE: 1„ = 30 FEET APPROVED BY: S- J '-'- — BUILDING SETBACK LINE FINAL 12-8-04 CKB JOB NO, ASM39782 FORMBOARD 8/17/04 DLC )RAWN BY: PLOT PLAN 4/19/04 SOO� RIGHT OF WAY LINE LOT FIT 12-24-02 CKB. I HMtKICAN SURVEYING &MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB//6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 WALNUT CREST RUN 50' RIGHT-OF-WAY POUND CURVE UCCS UNCOVERED CONCRETE SLAB I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,' SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472:9127, FLORIDA S TA TU TES. JA FOR THE FIRM PSM #4997 DATE LEGEND — '-'- — BUILDING SETBACK LINE CENTERLINE Q FNO NAIL AND DISC RIGHT OF WAY LINE LB 168 (12/08/04) 131' 4 EXISTING ELEVATION O FND 1/2" IRON ROO AND CAP LB x'6393 (12/08/04) CONCRETE - CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS 6 . DENOTES DELTA ANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC PI DENOTES POINT OF CURVATURE DENOTES SP) ll M) PER PLAT PRC POINT OF INTERSECTION DENOTES POINT OF RFVERcc FIND FOUND PT TYP cURVA ",-,E",-,EMEASURED DENOTES POINT OF TANCENCY C/W 5/W CONCRETE WALK SIDEWALK A/C TYPICAL AIR CONDITIONER CP CS CONCRETE PAD CBW CONCRETE BLOCK WALL C CONCRETE SLAB RP RADIUS POINT - PK CHORD LENGTH PARKER KALON CHU ID OVERHEAD UTILITY LINE IDENTIFICATION - R POC .POINT RADIUS OF CUR VF POOL PCC POINT POINT OF COM POUND CURVE UCCS UNCOVERED CONCRETE SLAB I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,' SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472:9127, FLORIDA S TA TU TES. JA FOR THE FIRM PSM #4997 DATE