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HomeMy WebLinkAbout1916 Hibiscus Ct (3)re e CITY OF SANFORD PERMIT APPLICATION T. QZ Permit No.:Z 73 Date: 2 —! r1— OL Job Address: /lr/` .l 8 3c c s 4 Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: /Q10M .,W` i set G.c / d u 8( a"&&EZE 47OF G'Ili"5 Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _PLResidential _Commercial _ Industrial Total Sq Ftg: Value of Work: S Type of Construction: u/nfIJIaA Flood Zone: Number of Stories: ( Number of Dwelling Units: Parcel No.: Attach Proof of Ownership & Legal Description) Owner/Address/Phone: 676i1Lg Ad e 46.1w /3/7 K Contractor/ Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: State License Number: Phone & Fax Number: _ 40'6% ;5Z3 -/i6/O Phone No.: Fax No.: 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 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida'Lien Law, FS 713. Z I3 oz Sig)nature of er/ ent ate Signature of Contrfor/Agent Date wIRON mv!2 Q n v C . j//li &- 72 e, a . Print Owner/Agent's Name V Print Contractor/Agent's Name Signature ELMER C. SMITH My Comm Exp. 6/27/2003 No. CC 846653 I I Peno,1;.liy yxm" 1 1 Other I D vn Agent is personally Known to Me or Produced ID APPLICATION APPROVED BY: Special Conditions: zko/.; t. Signature of Notary -State of Florida Date YP . Melissa Cameron M°'- Commission # DDOMIs i Q` Bonded nm imll", Adantic BOndi.SCp,.mC Contractor/ Agent is' O1-' Personally Known to Me or Produced ID zq - Date: fit r ii 151 ;s. 4. Parcel Information Parcel: 31-19-31-511 -0000-0110 Property:1916 HIBISCUS CT SANFORD, FL 32771 Owner:MORGAN WILLIAM G JR & TRACY M Mailing:1916 HIBISCUS CT SANFORD, FL 32771 3529 Legal: LEG LOTS 11 + 13 ROSE COURT PB3PG3 1 20 February 2002 TRY: 2002 TD: S1 DOR: 01 SANFORD SINGLE FAMILY Exemption 00 HOMESTEAD Page 1 of 3 Homestead Year Granted: 1997 Amendment-10 Amendment-10 Prior Year Total Re Appraised Addtion Total Land Value 23,175 23,175 23,17 Extra Features 800 80 80 Building Value 160,757 155,396 165,39 Income Value otal Just Value 174,732 179,371 12.3 179,371 12.3 orrect Assd/Admin Value lassified Value mend 10 Adjustment 15,05 17,13 17,136 otal Assessed Value 159,680 162,23 1.6 162,23 1.6 SALES Sale Peed Description Sale Date PRB Book PRB Page Sale Amt Y/11 QC Q WD WARRANTY DEED 1 05/01/1996 1 03070 1 1088 200,000 I 00 LAND CODE Land Rate jAg Ratel Land Area I Frontage ID/Tj Depth Class Value Adj jOvd I Reason Just Value AF 150.001 0.011 0.009 150.Oq 2 1 150 23,175 1 1 23,17 Total: 23,175 23,17 CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COVK Mi FLORID& VMLM? MJERK Permit No. Tax Folio No.....;. NOTICE OFTOMMENCEMENT FEB 2 0 .2002 STATE OFd"Oom OF 7M UNDERSIGNED hereby Sim notice that improvement will be made to certain real property, and, accordance with Chapter 713,, Florida Statutes, the foUowing.Wormation is provided in this N !of, L_Vcscriptiw of propcW- (legal description Of property, and street address if available) rx i, .General description of iiarpro oent:M x ON Information jrlfa,;Name and address: 4;ewer gis sSIM* ZCL r00 If16 11e`-5 a; Iot"rst in propaw. no G; Name -and address Of fee simple titleholder (if other than Own"): wAY114it nam and address) a2 77 3' ame and address: tj;,Amquut of bondl.. 1andon-- (nitre and address). 7...Persons withinthe State. of Florida designated by Owner upon whom notices or otherdbySection713.13(1)(a)7., Florida Statutes: v, and adirew.. L In addition to himself Owner designates the following person(s) to receive a copy Of thi L-Amor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Ewpirstion date of notice of commencement (the expiration date is I year from the date xwrdkg unless diffant dam is specified)• dScribed before me 2,.,_ worntoiTsubsSi turc of owner) day of Owner' s Name (wl),VA 6pme, Q: ye, of Notary PiMIC) Owner's Address 1916 63 1 so Notary's Name 45Z 5L C'!L SAWOto a Ft ELMERC. SMITH M Comm EIP. 6127/2003 6653 PURLICly Know" I D L VCFORMA710 GTOLT TO COWLY WffH RECORDING RE :IMZACWM olITM" Central, Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 407) 323.6010 • (904) 775.4751 on POOL ENCLOSURES • PATIO ROOMS • CARPORTS •AWNINGS • VINYL WINDOWS LIC# RX0021055 Estimate Customer _mgHer Lot 1 Order Mailing Address G w u f' Blk. Job AddressSub. Phone # 07 - 3z Z - 3 Z931 L ork t4a7-791L,S6V 9 Job Description Amount SCREEN X' Mesh. /....... . Color .......... ROOF Enamal ........ Color . CA,-.-=T4 P9l I. S. Swing . .. . O. S.Swing ..2.. . SPLASH r Size . e.?y..fieoi Color .......... POST y; 3X3 Size . BEAM Size . * % ... Color .......... GUTTER Color .... a .... . Size.. 7........ Downspout ..... Color.......... Install Pool Enclosure Roof Style Fiberglass Screen Aluminum Roof Box Beams 2 x 2 Purlins Walls Posts, 2 x 2 Chairail, rs 4. r toes 0/yw GX6j1- V -/ V #-ZC ,-S 2 y oOvEL G o f 3013 Co/%ors A/ 6 Goa•GfZ c o /1 w0- lz Total Y Less Down Payment kNCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPE( Pe propose hereby to furnish material and labor - complete in accordance with above specifications, for the sum of*i 61ad ga;; dollars $ Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according Authorized to standard practices. Any alteration or deviation from above specifications involving extra costs will be Signature executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contigent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado. Note: This proposal may be and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us it not accepted within days Acceptance of 13roposal - The above prices, specifications, and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment Signatur will be made as outlined above. Date of acceptance 2 )3 `Z' Signature f t v c c't RNL R: j 12 PLA T TED ALLEY 0A p.Ri.'Pf P T Y - ,ti•f s S ' 07 ' 43 -G 15 . 85 r r N, r 75. 4 (AC l a 7S.0'(PLAT? 1 'S.+)'(PLAT1 4. STORYY I i l i 8l. i)Ch A ' BR 1 CK vARA0 APARTMENT tv zt 1 ram, . II • , l C .!, lid V 9ARBE^. WIRt ftN y vv v F `^iBARBEO wrRt FtN,-t 2 STORY CONC.R TE 9LOCKw AND BRICK RrS I DE.NCE 1916 H/B/SCgS COURT ` } w' Q SANFORD BUILDING DErT. ,' ' 1 1 THESE P JI '!I fjACCEPTEDFORSAREREVIEWEDANDCONDITIONALLYCONSTRUEDPERMIT. A PERMIT ISSUED SHALL BEUEDTOBEALICENSETOPTHEWORKPROCEED I I I i K AND NOT AS AUTHORITY TO VIOLATE, bEL, ALTER. O b ROVIS!ONS OF THE OR SET ASIDE ANYETECHNICALC OF THE O ISSUANCE OF A PERMIT PREVENT THE BUILDING C iDEPTFROMTHEREAFTER 1' O ` TION OF ERRORS REQUIRING A CORREC- TI OTHER RR ON THE PLANS, CONSTRUCTIONVIOLATIONSOFTHECODES, i OlzCntn. j 0c-76 R-220 00 A 3 014 p-?0'03-N j0' N 00'07'43-N 75.43'(ACT) c•76.a :`8. 75. 0 WtA TI t> OFFICE COPY pERMIT # H/9/SOUS COURT GRAN V QW VAN E 7 Central Aluminum SCREEN SERVICE 701 Cornwall - Sanfotd, Florida 32773 407) 323-6010 • (904) 775-4E751 License Numbers RX-0021055 and SC-CO56754 ORID S` FOR ADDRESS JOB# E,1vAF y/6 r Ce 1 3 8Y RCH POOL FDOORS COLOR SCREEN CUSTOMER GUTTER & ACC. ROOF CO 7r OS T 7 C ANGLE KIP COLOR X BRACING CABLE BENNETT ENGINEERING y Bf, aD rl s . rc zc 3 oc foe- k j x M y x n . 9, s , 7JX-1 C-e an /OV xt W All & -0 W stir;, fIr„ F Axe SAX» F fx X U :;.y., t n D i V 1 w 0 O n SCREENED ENCLOSURES I SECTION 1 Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy 6063 T-0 1/2 Screen Roof Beam Span 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" Beams And 5" Super Gutters 112 Solid Roo Bsam Span 5'-0" 5'-0" 5'-0" S'-0' 5'-0" 5'-0" 2"x6"x0.050"x0.120" RV-0" 14'-7" 14'-0' IT-5' 12'-11" 12'-0' 12'-12" x 7" x 0.055" x 0.120" 1 -8" 14'-11' 14'-5' 13'-10' 13'-5' 12'-11' 2" x 8" x 0.072" x 0.224" 18'-7' 17'-10" 17'-1' 16'-6' 15'-11" 15'-5' 2"x 9"x 0.072" x 0.224" 20-1' 19-3"18'-6' 17'-10' 17'-2' 16'-8' 2" x 9" x 0.032" x 0.306" 21'-4' 20'-5" 19'-7' 18'-11" 18'-3' 1 17'-8" Note: If the solid panel is greater or less than 10'-0", then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of +/- 2 x 1/2 (the solid roof panel span difference between the actual and 10'-0'). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0' and minus if the solid roof panel is smaller than 10'-0'. For Span of'L' Of Beam; Use Screen Panel Width W From Drawing. Load Span = 1/2 of Screen Beam Length + 1/2 of Solid Roof Span . Spans are based on 120 M.P.H. wind load. Multiply spansthelghts by 0.85 to obtain spans/heights for 140 M.P.H. Example: 24'-0' (Screen Roof Beam Span) / 2=12'-0"; 10'-0' (Solid Roof Panel Span) / 2 = 5'-0' For 2' x 6' x 0.050" x 0.120" Self Mating Beam and 5' Super Gutter Maximum Span The solid roof panel width is 12'-0'; The allowable screen roof panel width will be (+) (2 x 1/2 (12' - 10')) = + 2' To select the required Super Gutter and beam, add 2' to 1/2 the screen roof beam span and read the Super Gutter and Beam allowable beam spans in that column (i.e. If the screen roof beam span is 36'-0" then enter the table from the top under the column headed by (1/2 x (36') - 21= 20'-W Table 1.11 K-Bracing Fastening Schedule Number of #10 x 3/4" S.M.S. Required Maximum Wall Width = Comer Post @ Top Diagonals (K) per End Intennedlete Post @ Chair Rail Comer Post @ Bottom Plate to Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'.0" 3 4 6 2 2 50'-0" 4 5 8 3 3 601-0" 6 7 12 3 1 3 Maximum Front Wall Height = 10'-0' Use Front Wall Width When Determining Number of S.M.S. For The Side Wall K-Bracing. Use Side Wall Width When Determining Number of S.M.S. For The Front And/Or Back Wall K-Bracing. Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE iQCOPYRIGHT2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 151 1' ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required e SECTION 2 lYYIlpIIY1.. I•M.v)- Beam Size Minimum Post Size Thru-BoltQ L=D+Y." Minimum Knee Brace' Min. # Knee Brace Screws1/4" a 3/8" a 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060' Scalloped 2 2" x 3" x 0.050' 3 #8 2" x 4" x 0.050" Hollow 3"x 3"x 0.060' Scalloped 2 2' x 3' x 0.050' 3 #8 4" 0.038" x 0.100" Self Mating Beam 3'x 3"x 0.060' Scalloped 2 2" x 3' x 0.050' 3 #6 2' x x 2" x 5' x 0.050" x 0.100 Self Mating Beam 3"x 3'x 0.060' Scalloped 2 2' x 3' x 0.050' 3 #8 6' 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2' x 3" x 0.050" 3 #10 2' x x 2' x 7" x 0.055" x 0.120' Self Mating Beam 3' x 3' x 0.093" 3 2 2' x 4' x 0.050' 3 #10 2" x 8' x 0.072" x 0.224" Self Mating Beam 3' x 3' x 0.093' 3 2 2' x 4' x 0.050' 3 #12 2" x 9' x 0.072" x 0.224' Self Mating Beam 3' x 3' x 0.125' 4 3 2' x 4' x 0.050' 3 #14 2' x 9' x 0.082' x 0.308' Self Mating Beam 3' x 3" x 0.125" 4 3 2' x 4' x 0.050' 3 #14 The minimum numoer yr mry Yvow .- %-i Minimum post/beam may be used as minimum knee brace 2- "s A. fnr Rarnnrt Pats 1 aD19 L.Y rvw fgvy --.- 102 MPH 1 110 MPH 1 120 MPH 125 MPH 1 140 MPH Wind Zone wWind Applied Load a 1 17 #IFt' 20 #IFt.' 1 23 #IFt.' 1 26 #IFt.' Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Rating # Uplift Maximum Attributable Roof Area In Square FeetDimensions" 520 30 26 22 20 16 1'-0" x 1'-0" x 1'-0" 1'-4' x 1'-4' x 1'-4' 1000 59 50 43 38 31 11-6' x l'-6' x V-6' 1320 77 66 57 51 41 1'-8' x 1'-8" x 2'-0' 2040 120 102 89 78 64 l'-8' x l'-8' x 2'-0' 2540 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83 2'-0' x 2'-0" x 2'-6" 3300 194 165 143 127 103 2'-6" x 2'-6" x 2'-6' 4000 270 230 200 177 144 2'-6' x 2'-0" x T-0" 4800 324 276 240 212 172 Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre -Cast Block Footing, . e" ` _. 42. %%nlnY. gmele wilth 8011 bao Ore -mix concrete and backfilled to grade. pro -cast footing o1ocR 19 x w X - r -• a•--- - - - - -- Maximum Attributable Roof Area In Square FeetDimensionsUpliftRetina # 54 1 80# Ba 1,734 102 87 76 1 67 1 1 80# Ban 1,819 107 91 79 1 70 1 57 1 80# Beg 1904 112 95 83 73 1 60 Note: Maximum uplift On post Is Oetenr0ne0 Dy muiupying mnnnnUn•-"wv.ov.v •....• ..•-- ^-rr••-- --- Example: Post tributary roof area = 77' Applied load for 110 MPH wind zone = 20#ISq. Ft. Uplift on post = 77 x 20 = 1,5400 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTONA. FL 32121 TELEPHONE (9D4) 767-4774 FAX (9D4) 767-65M C) COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SEAL PAGE 2-25 SECTION 2 I ATTACHED &FREE-STANDING COVERS AND UTILITY SHEDS MANUFACTURERS PROPRIETARY PRODUCTS t 2.00" 1 0.125" A = 3.40 (IN.$) NT = 3.90 (# / L.F.) Ix = 38.37 (IN.') Sx = 8.53 (IN.') 6063 - T6 2"x 9" x 0.125" x 0.485" BEAM Table 2.7 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs A.B.S. Proprietary Shapes Wind Zone a 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 1701 S . Ft 1 2001 S . Ft. 230 I S . Ft. 260 I S . Ft. 320 I S . Ft. Load Width 2" x 9" x 0.125" x 0.485" S.M.B. 8' 27'-11" 25'-10" 24'-1" 22'-8" 20'-5' 9' 26'-5" 24'-4" 22'-8" 21'4* 19'-3" 10' 25'-0' 23'-1' 21'-6" 20'-3" 18'-3' 11' 23'-10" 22'-0" 20'-6" 19'-4" 17'-5" 12' 22'-10" 21'-1" 19'-8' 18'-6" 16'-8" 13' 21'-11" 20'-3" 1 18'-11" 17'-9" 16'-0" 14' 21'-2" 191-6" 1 18'.2" 17'-1" 1 15'-5" 1v 20'-5" 18'-10" 1 17'-7" 1 16'-6" 1 14'-11" Load width 4" x 10" x 0.250" x 0.960" S.M.B. 8' 56'-1' 51'-9' 48'-3" 464" 40'-11" 9' 52'-11' 48'-9" 45'-0" 42'-9" 38'-7" 10, 50'-2" 46'-3" 43'-2' 40'-7" 36'-7" 11' 47'-10" 44'-1' 41'-2" 38'-8" 34'-10" 12' 46-10" 42'-3" 39'-5" 37'-0" 33'-5" 13' 44'-0" 40'-7" 37'-10" 35'-7" 32'-1" 14' 1 42'-5" 1 971" 36'-6' 1 34'-3' 1 30'-11" 1F 1 40'-11" 37'-9" 1 35'-3" 1 33'-2" 1 29'-10" Lawrence E. Bennett, P.E. I=mETRLS USATM CIVIL ENWNEER-DEVELOPMENTCONSUL TANT ALUMINUM BUILDING SYSTEMS P.O. BOX 436B. SOUTH DAYTONA, FL 32121 TELEPHONE(9W) 767 4774 1107 NORTH THOMAS RD., LEESBURG, FL 34748 FAX(NE( 90904) ) 767- TEL: (352) 787-7766 FAX: (352) 787-4517 FLORIDA 1- 800-342-9077 NATIONAL 1-800-874-0002 SEAL PAGE r COPYRIGHT 2000 2.28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 I - TOP 1 x 2 OR 2 x 2 ATTACHED TO POST W/ 1' x 1' x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL ANC KICK PLATE Z. x 2' 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4' x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST I 24" O.C. MAX. OR THROUC ANGLE AT 24" O.C. MA MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH PAN ROOF, COMPOSITE PANEL OR HOST STRUC FRAMING 4) #8 x 1/2" S.M.S. EACH SIDE OF POST U CLIP OR'U' CHANNEL CHAT RAIL ATTACHED TO POST W/ MIN. (4)#10 S.M.S. 1 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK EXTRUSION . 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (804) 7874= SEAL PAGE COPYRIGHT 2000 t• 3-7NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. SCREEN, VINYL & GLASS ROOMS , I SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-0 3w x 2" x 0.045 Hollow Extrusion Load Width Ind Zone 102 M.P.H. 1 110 M.P.H. 1 120 M.P.H. 1 130 M.P.H. 1,140 M.P.H. 150 M.P.H. APPIied Load 8 # /S . FL 9 # /S . Ft. 10 # /S . FI 12 /S . Ft. 15 # /S . Ft. 16 # /S . Ft. 36" 2'-6" 101-8' 9'-10' 8'-11' 8'-6" 42" 11'7 1 -9" 9'11- 9-1' F-V 48" 10'-10" NMI` 9'-3' 81-W 7'-9" 7'-5' 54 10 1- 9'-6" 8'-9' 8'-0" 7 -4' 60 91-W 9' " 8'-3' T 6'- 6'•7' 88 9'-3 8'-7" 7'-11' 7-3 6'-8' 6'" 72 8'-10' 8'-3' 7'-T 6'-11' 6 ' 78 8-6' 11' 7'-3' 6 F.I. 9' 84" 8'-2" 7'-7' To- 6'-5' S'-10' S'•7' 90 11- mot' 6'- ' 1 6-2' 8' 1 S'-5" 2 x x 0.045" Hollow Extrusion Load Width Wind Zone 102 M.P.H. 110 M.P.H. 1 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. 1 150 M.P.H. Iled Loa 8 # /S . FL 9 # /S . Ft. 10 # /S . FL 12 # /S . Ft. 15 # /S . FL 16 # /S . FL 36" 14'-3' 13'-3' 12'-2" 11-2' 42" 13 -3" 177 11'-4' 10'-4' 9'-6' 9'-0' 48" 12'" 11'-6' 10'-7" 9'-8" 8'-10' 8'-5' 54" 11'-8" 10-10" 9'-11" 9'-2- 11" 60" 11'-1" IV-3" 9'-5' 8'-8" 11- 7'-6" 66 10'-7" 9 -10 9'-0" 8'-3" 7'-7" 7 -2" 72" 10'-1' 9'-5- 8'-8" 7'-11" 7'-3' 6'-10' 78" 9'-8' 9'-0 8'-4' 7'-T 6'-11' 6'-7' 84" 9' 4" 8'-8' 7'-11" 7'-4" 6'-8" 80" 9'-0' 8'-5' 7'-9' 6'-6" 2" x 4" x 0.050" Hollow Extrus on Load Wig Wind Zone 102 M.P.H. 10 120 M.P.H. I 130 M.P.H. 1 140 M.P. 150 M.P.H. Apolled Load B # IS .FL 9 # S . Ft. 10 # S . FL 12 # IS . Ft. 15 9 1Sq. Ft. 16 N /S . Ft. 36" 19'-7' 18'-2' 16'-9' IF-Al"14'- 13'" 42" 18'-1' 16-10" 48 16-11" 15'-9' 14'-0" 13'-3' 12'- 11'-6' 15'- 4 -1 13'-8" 12'-6' 1 - 10'40' 60 15'-2- 4-1 12'-11' 11 -10" 0- for 10'-4" 12'ai' 11-4' 1 -4 9'-10' 72 13'-10" 2'-10' 11-10 10-10 9'- " 78 13 -3 12 -4 11'' 1 '-5" Be 12- 0' 11-11- 10'-11 10-0" 8'-9 90 I Z-4 71-8' 10'-7' 91-8 I8 5' Notes. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. Wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width W (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3' side. extrusion turned with 3' side parallel to sole plate. Lawrence E. Bennett, P.E. CIWL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767 558 3zum COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 3"21 SECTION 5 ROOF OVER SYSTEMS SEAL Table 5.4 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels Q Various Loads for Roof Overs Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. If Density Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels 4' x 48" x 0.019" Panels Wind Applied Overhang Condition Wind Applied Overhang Condition NONE 1'-0' 1 2'-0" 3'-0" NONE 1'-0" 1 2'-0" 1 3'-0" Region Load Region Load 102 M.P.H. 21 13'-0' 13'-2' 13'-7' 14'-0' 102 M.P.H. 21 13'-9' 13'-11 14'-4' 14'-11 110 M.P.H. 25 12'-1" 12'-3' 12'-9' 13'-W 110 M.P.H. 25 12'-9' 12'-11 13'-5' 14'-1' 120 M.P.H. 29 11'-1- 11'-3" 11'-9- 12'-7' 120 M.P.H. 29 11'-8' 11'-10 12'-4- 13'-2" 130 M.P.H. 35 10'-3- 10'-5- 10'-11- 11'-10 130 M.P.H. 35 10'-10' 10'-11 I 11'-5- 12'-0" 140 M.P.H. 40 9'-W 91-8' 10'-3" 11'-3' 140 M.P.H. 40 10'-0' 10'-3" 10'-9- 11'-8" 150 M.P.H. 46 8'-10' 9'-1" 9'-9" 10'-8' 150 M.P.H. 46 9'-4' 9'-7' 10'-2' 11'-1' 3" x 48" x 0.024" Panels 4" x 48" x 0.024" Panels Wind Applied Overhang Condition Wind Applied Overhang Condition NONE 1'-0" 2'-0" 3'-0" NONE V-0" 2'-0" 3'-0" Region Load Region Load 102 M.P.H. 21 14'-7' 14'-9' 15'-2' 15'-9" 102 M.P.H. 21 15'-5' 15'-T 15'-11 16'-7" 110 M.P.H. 25 13'-7" 13'-0' 14'-2' 14'-10 110 M.P.H. 25 14'4" 14'-6' 14'-10 15'-0' 120 M.P.H. 29 12'-5' 12'-T 13'-1' 13'-10 120 M.P.H. 29 13'-2- 13'-3- 13'-9' 14'-5' 130 M.P.H. 35 11,-6- 11'-8' 12'-2" 12'-11 130 M.P.H. 35 12'-1- 12'-3' 12'-9' 13'-6' 140 M.P.H. 40 10,-8. 10'-10 11'-4- 12'-3' 140 M.P.H. 40 11'-3' 11'-5. 11'-11' 12'-9" 150 M.P.H. 46 9'-11- 10'-2- 10'-8" 11'-T 150 M.P.H. 48 10'-0' 1V-8" 11'-3' 12'-1' 3' x 48' x 0.030" Panels 4" x 48" x 0.030" Panels Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0' 1 2'-0" 3'-0" Region Load NONE 1'-0" 1 2'-0" 3'-0- 102 M.P.H. 21 16'-10 16'.11 17'-3- 17'-10 102 M.P.H. 21 17'-9' 17'-11 18'-3' 18'-9' 110 M.P.H. 25 15'-7' 15'-9' 16'-1' 16'-9" 110 M.P.H. 25 161-6- 16'-8" 16'-11 17'-7" 120 M.P.H. 29 14'4' 14'-5' 14'-10' 15'-6' 120 M.P.H. 29 15'-2- 15'-3' 15'-8' 16'-3' 130 M.P.H. 35 13'-2- 13'-4' 13'-10' 14'-0' 130 M.P.H. 35 13'-11 14'-1' 14'-0' 15'- 140 M.P.H. 40 12'-3' 12'-5" 12'-11 13'-8' 140 M.P.H. 40 12'-11' 13'-1' 13'-7' 14'-3 150 M.P.H. 48 11'-5' 11'-7' 12'-1" 12'-11 150 M.P.H. 46 12'-1" 12'-3' 12'-9' 13'-6' Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX One, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 7674M 350 BURBANK, OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 C) COPYRIGHT 2000 5-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS ALTERNATE CONNECTION: 31 #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END 10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL 10 x 3/4" S.M.S. @ 12" O.C. FOR MASONRY USE 1/4" x 1-1/4" TAP -CON ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. R WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL EXISTING TRUSS OR RAFTER SEALANT 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) EXISTING FASCIA SEALANT 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) HEADER (SEE NOTE BELOW) ROOF PANEL ) 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. SEAL r-AGE I 77 . 4 .7r2 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (804) 787-4774 FAX (804) 767-65% C) COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.