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HomeMy WebLinkAbout143 Hazel Blvd (4)SAIF RD PERMIT APPLICATION ^ ,Q Date: Job Address: 3. f, 4L / �� ✓�• Description of Work: - Sc -re -- Historic District: _�p Zoning: Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential \ Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool . .t _ Addition/Alteration Change of Service Temporary Pole _ Replacement New. (Duct Layout & Energy CaIE. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial ` Industrial Total Square Footage: ' Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 10 - 2,0 - .30 - $� 9 - Do 00 - p Z(o a (Attach Proof of Ownership p & Legal Description) Owners Name &c Address: ��-a�T ��Q � y3 �a•L�l ��/y/alp q .-..��/ ��• 3 Z7 7..J // Phone: 7 0 % 3 22 - S-�-j Contractor Name &'A//ddress: _�� ` ° A(u `"'^ t� • urs,, 3 O GLS �-t7 � }/� /2 �. _ / ? ,�/ State License Number: �O� S�7 Phone &Fax: 7 117,P-- 0 Y`� C 7 BO 'S A wContact Person: 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 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 requ ments of Florida Lien Law, FS cr I`E M/40 - - �3 moo Q ��1� ►-03 n tt cure of Owner/Agent Date Signature of Contractor/Agent Date e- � Owner/Agent's Name Print Contractor .-gent's Name t cure of otary-State of Florida Date Signature of N ary- tate of Florida Date er/Agent is V Personalh <no�rn to Me or Contractor/Ac:-: is _ I'ersonaif. Known to Me or L Produced ID Producec:D -o - o APPROVED BY: Bldg j1mF t��ZO~O: oning: L ::`.:ie;: FU: ' !Initial & Date) (Initial & Date) (Initial Date) (hrtial & Dat; tipecia! C onditions: LIMITED POWER OF ATTORNEY I hereby name and appoint T)awtk Vt a 1� of & (-0-7 ®3 DATE to be my lawful attorney in fact to act for me and apply to for a BUILDING permit for work to be performed at a location described as: Range Lot Section Block Subdivision (Address of Job) (Owner of Property and Address) Township and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type int name of F ertliiir'ac ' License # Signature of Certified Co ractor Acknowledged: Sworn to and subscribed before me this Day of 3 U i iu Notary Publi , State of Florida (Seal) My Commission Expires: r _ Notary Public. Sime of Florida My comm expire` Nov. 30. 2004 Vo (;C'-S509Z Bonded thru Ashton AOe,c h c (k, 5.334 k9 A.D. 20 (J� Permit Number Parcel Identification Number ' 0-2,DV Prepared by: UNP 10 ALUS INNC. INSTALLATION Road 3005 Forsy Wir,ler Park, Fl. 32792-829$ Return to: :_UPFRIOR ALUMINUM 1NSTAILATIONS, INC. 3005 Forsyth Roadg298 h,tPr Park, FL 32792- NOTICE OF COMMENCEMENT MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04970 PG 0885 CLERK'S #. 2003144672 RECORDED 08/19/2003 11:03:58 AM RECORDING FEES 6.00 RECORDED BY L McKinley Stateof County of and in. The undersigned hereby gives notice that i Pinformation on its peovided imade � this Notice certain lofrComtrri,encementcordance with Chapter 713, Florida Statutes, the following 1. Description of property (legal description of the property, and street address if available) L�6 LoT- Zb f/A�E(- Gov r°B 33 Pf, z.3 2. General description of improvement(s) _e,-, Rai" 3. Owner information� 7 ata c/L Telephone Number �' z z - �� Name ��''� 3 Fax Number Address J X13 H az�i I Sa�Fo,� FL . 3z773 Interest in Property: CEkIIVIEU COPY 4. Fee Simple Title Holder (if other than owner shown above) IViAIRYANNE iViOR6IETelephone Number CLERK OF CIRCUIT COURT Name Fax Number IJY, FLORIDA Address 5, Contractor SUPERIOR ALUMINUM IIISTALL�',TIONS, INC. 3005 Forsyth Road Telephone Number Name WINTER PARI(, FL 32792-62C3 Fax Number Address (407) C78-0500 AUG A 9 0Y (1300) 247-5768 1 7 J 6. Surety (if any) Telephone Number Name Fax Number Address Amount of bond $ 7. Lender (if any) Telephone Number Name Fax Number ` Address 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida St atutes.Telephone Number Name Fax Number Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Telephone Number Name Fax Number Address 10.. Expiration date of notice of commen\ement (the expiration date is one year from the date of recording unless a different date is specified):_c— ���r �_ § owner Signature of Owner Note: per 713.13(1 )(g , Date Signed must sign ...and no one else may be permitted to sign in his or her stead." da of L 20_ by orn to an subscr'bed before me this Y ` ___V Ck ( e__ produced who is _��Personally known to me OR _ as identification. Tig4naure of LN tary (notarial seal to appear below) RoByly WALTER Notary P,rhlic, State of Florida My Cnn,rr°zones Nov. 30, 2004 Bonded thrix Ashton A -rill j ;_ No. CC985082 «. ;800)451-4854 Form Revised: 12/000 or"19_ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL oiw � � ,�,� �,�: �. ,r _.. . . �, F� . i� ,�. ,.,. t 4 12 G 1 �ejj`► ,' N PO Sem irlole Count � ' i f I � Inti 1.I11"NIS. -�. a LEAF. LN 'NAWO LI 1.1.327'1 Z 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-509-0000-0260 Tax District: S1-SANFORD Depreciated Bldg Value: $87,388 Owner: BLACK ROBERT Exemptions: 00 -HOMESTEAD Depreciated EXFT Value: $938 Address: 143 HAZEL BLVD Land Value (Market): $18,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 143 HAZEL BLVD SANFORD 32773 Just/Market Value: $106,326 Subdivision Name: HAZEL GLEN Assessed Value (SOH): $94,636 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $69,636 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 03/2001 04088 1190 $106,000 Improved SPECIAL WARRANTY DEED 10/2000 04003 1269 $100 Improved CERTIFICATE OF TITLE 10/2000 03939 0387 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 10/1997 03316 0265 $86,000 Improved 2002 Tax Bill Amount: $1,427 WARRANTY DEED 05/1995 02922 0010 $17,000 Improved 2002 Taxable Value: $67,418 WARRANTY DEED 09/1994 02831 0716 $83,400 Improved WARRANTY DEED 03/1991 02274 1940 $88,500 Improved WARRANTY DEED 05/1989 02065 1479 $95,000 Improved WARRANTY DEED 04/1988 01955 1062 $83,900 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 26 HAZEL GLEN PB 33 PG 63 LOT 0 0 1.000 18,000.00 $18,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1988 6 2,023 1,550 CB+WOOD COMBO $87,388 $92,230 Appendage / Sgft OPEN PORCH FINISHED / 32 Appendage / Sgft GARAGE FINISHED / 441 Appendage / Sgft UPPER STORY FINISHED / 725 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1988 1 $938 $1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. "` If you recently purchased a homesteaded property our next ear's property tax will be based on Jusf/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=10203050900000260&� 8/25/2003 R=75. 00 'y 1:= 36.58 Tan-19.72 De1tA= 24 8'1 l" - -j° o fit i? S:W44'49-( ".7W(P&M) -a Chord= 36.15�P&M� '�•fio fw ----- j - a S9 fh 61 I- ` N i A 5fi 23 SSPERMIT "D 5� DD)4c -24 325 Chards 16 91(PBdW 6 27 21 ' 24 1 ti� _ 33 32 r 31 STVW MERCE T{i 26' 1�OFFICH 7 0 p y cel 0014c ti (T) Li Q 21 tel' " LUGATUN PIAN_ 4'=ZW' 23; 14 0 ,4 p - c3 40 F%UeEXirt AUDRESS; cn 143 RAM RMLLYAW S NFOlvD, FLOAM FLOOD iNFORWAXION: LF L. DESCRVUW FLOOD ZOW X LO( 26, WE IL GLEN. PAXUFDING TO FHE PLAT 1 L't71ii urli [1f W. 120224 RECORDED IN PLAT BOOK A MM 63. OF WC PAM me- an4a FIEMRDS Of 9ELWfOLE 0DWITY, f-10=k 7.5' U. F- ! 11 ON DA OF FIRM 4/4-7195 cumnED 'CID. Iti -z-" - - ----- — — __ 1W., AMEINOM _ — _--__ -.. ROBERT BLJIi;Mi, ORiJ�NDO IME dr �18STFUIGT GY i, I Elm EER z '/-l"SuWff :H0-3/1'S 54 sEruflmr Mur" tTRE INSVI Ger (co►ii�a S89"44'49"E 80.0a'(P&M) �' 0 06 0 0 CID 4 0' V) 7.5' FIE. ,I~—p MRS Utz I 1 ut z 589.4 4.49®E �4 CL kv o .a. n it A i L- 05.94 DettQ�iT'$B'3&� m�.2G' t- STOW OZCRDDIDCX t Camg FDNC o �, r • qrt -- ION F2r'o. -z-f. o 6i _ *-t _ 21.W' 1 I H I 7.5' FIE. ,I~—p MRS Utz I 1 ut z 589.4 4.49®E W" * . 5u341E1t No - X 12OZ24 ®48 +4� i7f9i5 3/Ie/o6 19354 LU AVE 049 MHAM BSC AMFOFM, IFLO LEL DE'SCR9 L.Ot 25. HAZE) RECORDED IN FtEMRDS OF CERT HED YO: ROBERT BLACI SM., AMERCN SECUAriY wo a .a. n 0 W" * . 5u341E1t No - X 12OZ24 ®48 +4� i7f9i5 3/Ie/o6 19354 LU AVE 049 MHAM BSC AMFOFM, IFLO LEL DE'SCR9 L.Ot 25. HAZE) RECORDED IN FtEMRDS OF CERT HED YO: ROBERT BLACI SM., AMERCN SECUAriY wo .a. A i rq Job name: cLe�i UPERIOR Job number: 3 " -41 1 ALUMINUM INSTALLATIONS, INC. Date: g � � 3 Drawn by: f3 f3 v� -f- d---fi3 f 3 + fi Lt J g 1 - k (n a 12-4 fi f 3 k (n U Ci '--+3 ON 1 +3 N „ 5-6 rr t5' t+3 i+3 If3 56 11 , fi U l+ 3 '--+3 1 +3 N „ 5-6 rr t5' Scale: 1/4" = 1" f T11 7' N � Ci N M 3 63, 2, Scale: 1/4" = 1" f SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I 5tk, ► ►UN J ,'NTERIOR BEAM TABLES: SCF<EEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.3 (ENCLOSED) 3.3.4 H HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.4 (ENCLOSED) 3.3.5 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 7674556 PAGE © COPYRIGHT 2003I 3-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. j SECTION 3 1 SCREEN, ACRYLIC / VINYL, ULA,-jo "` I 'LW` FOR /_MAX_. / / UPRIGHT / H` HEIGHT (h)� VARIES EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING _R____ (FOR FOOTINGS SEE DETAILS L GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25) TYPICA TYPICAL FRONT VIEW FRAMING ` (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES 'LW LOAD WIDTH FOR ROOF BEAM 'P/2' 'P/2' 'y/ VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED ' (SEE SECTION 7 FOR DETAILS)' w O � z� 1--� �U U) P = PROJECTION FROM BLDG. LW = LOAD WIDTH ,�------ 'P' VARIES ---"-"` NOTES: 1 ANCHOR 1" x 2' OPEN BACK EXTRUSION W/ 1/4"x z 2 / TO WOOD WALL W/ #N0 R 2 MAX." OF N / AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR WASHERS OR #10 x 2-1/2' WASHER HEADED SCREWS W/OWASHERS @ BEAM H DINT OFUM INTERNALLY OR W/ ANCHOR CLIPS AN ( ) CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER 303D AND GLASS ROOM FOUWIDTH VALUE OF P12 ORTH WALL 3.SELEC FSCREEN ROM TABLE OM FORTH USING P/2WALL BEAM FROM TABLE BEAMS 4,ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 _123 130 140 E051O2 #g #10 #12 TYPICAL SCREEN ! GLASS ROOM SCALE: 3/16"= 1'-0" Lawrence E. Bennett, P.E. CML V409ER - DEMOPMENT CONSULTANT P.O. BOX 2143M SOUTH OAyMNA. FL 32121 TELEPHONE (.166) M4T74 FAX (.366) 7674558 PAGE I © COPYRIGHT 2003 3-Z NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION DETAIL 1"x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6- 10 x 10 W-WM- OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE D TAIL AND HOLLOW UPRIGHT TOhAM SCALE: 3"= l'-0" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1/4'x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.WM• OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"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" LawrenceE. Bennet ,SPTET CML ENGINEER . OEVELOP r P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787-4774 FAX (388) 787.65'% PAGE I © COPYRIGHT 2003 34 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR RUUMJ 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. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. "HROUGH SPLINE GROOVES TIDE WALL HEADER %TTACHED TO 1"x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED i ' 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 CONCRETE W/ 1/4"x 2-1/4" ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ;ONCRETE TYPICAL k ALTERNATE CORNER DETAIL SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEMOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787-4774 FAX (386) 75745M PAGE I ® COPYRIGHT 2003 3-1 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION S 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 RISER PANELS ATTACHED PI CHAPTER HEADER ATTACHED TO POS' W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM N/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL(�UPRIGHT DETAIL SCALE. 3" = 1,-0" 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES FOR SNAP EXTRUSIONS GIR ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA F- 32121 TELEPHONE (388) 787-4774 FAX (388) 78745% PAGE Q COPYRIGHT 2003EN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT SECTION 3 _ SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS UNIFORM LOAD UNIFORM LOAD I 1 a, 1117— A -- A B SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN —1 A B OR SINGLE SPAN UNIFORM LOAD 1 1 A A B B C 2 SPAN —1 A B OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD 3 SPAN A B I✓ L 4 SPAN NOTES: 1) l = Span Length a= Overhang Length supports or anchor points. 2) All spans listed in the tables are for equally spaced distances between 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. LawrenceE. Bennett, P.E. CML ENGX,1IEER . DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX (386) 7678556 PAGE I © COPYRIGHT 2003 3.26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. A B C D UNIFORM LOAD 3 SPAN A B I✓ L 4 SPAN NOTES: 1) l = Span Length a= Overhang Length supports or anchor points. 2) All spans listed in the tables are for equally spaced distances between 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. LawrenceE. Bennett, P.E. CML ENGX,1IEER . DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX (386) 7678556 PAGE I © COPYRIGHT 2003 3.26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Section 3 Design Statement: The structures designed for Section 3 are solid roofs with screen or solid walls and are considered part of'an enclosed or partially enclosed structural system sine they are designed to be married to an existing structure. The design wind loads used for screen rooms are from Chapter 20 of the 2001 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1 = 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). The design wind loads used for glass rooms are from ASCE 7-98 Section 6.5, Analytical Procedure and are in compliance with the 2001 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 20° to 30° (+/- 10°); 1 = 0.77• All pressures shown in the table below are in PSF (#/SF). General Notes and Specifications for Section 3 Tables: --- o 12-4-1- PnnMl, 150 mt." "3v 1 -.v -- be ame resistance s are Note 1: Framing systems of listed screen, m plus d glla for oo ss m and plus loads for wallsa�Torconvert above wind components. Wind loads a loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A Wind Zone Conversions for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others Walls Roots ndli Wind Zone Applied Loe}Iectd b ad DOBending Applied Load peflectlon BeUb MPH lSF d b d1JS g 1.13 1.20 100 16 1.13 1.20 1.06 1.09 110 19 1.07 1.10 11 23 1.00 1.00 13 1.00 1.00 120 14 0.98 0.96 12324 0.99 0.98 15 0.95 0.93 130 47 0.95 0.92 0.90 0.85 140 31 0.91 0.86 18 150 36 0.86 0.80 20 0.87 0.81 Conversion Table 3B Wind Zone Conversions for Glass / Partially Enclosed Rooms From 120 MPH Wind Zone to Others Wails 9 1`20 21131.13 1.06 1.10 251.00 1.00301.00 1.00 M 0.98 0.97 32 0.98 0.97 0.93 350.95 0.91 0.87 1 0.86 0.80 46 0.87 O.fl1 150 56 For "B" to "C" conversion factors see next page. 3 -ii SECTION 3 I SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR KUUMO Table 3.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions For Screen or Vinyl Rooms 20 #ISF (36 #ISF for Max. Cantilever) For 3 second wind gust at 110 MPH velocity; using design load of Aluminum lloy 6063 T-6 2" x 2" x 0.055" 2' x 2" x 0.044" Load Max. SpandeflectMax. Load Max. S an 'L' I bendin 'b' or deflection'd' Width (ft) 1 6 2 Spa 3 Span 4 Span P Max. Width (ft) 1 & 2 Spa 3 Span 4 Span Cantilever Cantllever _ 5 4' 8. d 5'_8• b 1' 2• d • d 5'-�i' d 5' 3• h 1 -1 d 4 �- d 5'-5' d 5'-3' b 1' d 4'-11' b 4'-9' h 1'-0' d 6 4'-2" d 4.11• h 4'-10" b 1'-0" d 1" d 4'-7" b 4'-5 b 0-11" d 7 d 4'-0" b 4' 6' b 0'-11' d ' d 4'_3• b 4 -2 b o'-11' d 8 3'_11" 4'-5" b 7' d 4'-0" b T-11" b 0'-10' d 9 3.10. d 4'-2' b4'-0' b 0'-11' d b 3' 10' b 12"x 3' 8' b 0' 10 d 10 T-8" d b 3'-10' b 0'-10' d 2T-5' 3" b 3'-8" b 3' 6' b 0'-10" d T-5' b 3'-10' b 3' 8" b 0'-10" d 1" b 3' 6' b 3'-4" b 0'-10" d 12 'd' 3" x 2" x 0.070" Load Max. Span 'L' / bendln 'b' or defledMaxd x. r 'b' or deflection Width (ft)4 1 5 2 S P Max' Width (it) 1 3 2 Spa 3 Span 4 Span Cantllever Cantllever 5'-T d 6'-10' d 7'-0• d 111• d 5 4'-11'-3• N6' -I' d 1 -2 d5'-3" d 6' 9" b 1 2' d 67 4'-5"5'-4" b 1'-1" d 7 4'-9" d 5' 10 g 4'-3' d 5'-1' b 4'-11" b 1'-0' d 8 4'-7" d 5'-8- d 5'-7- b d 9 W-1• d 4'-10" b 4'-8- b 0'-11' d 9 4'-5' d 5'-5" d 5'-3" b 1'-1' d 10 T-11" d 4'-T b 4'-5" b 0'-11- d 10 d 5'-2" b 5'-0" b 1'-0" d 11 3'-10" d 4'-4" b 4'-3' b 0'-11" d 11 4'-3' d 4'-11' b 4'-10" b 1'-0' d 12 3' 8" d 4'-2• b 4'-1" b 0.11• d 12 4'-2' 2" x 3" x 0.045" 'd' 2" x 4" x 0.050" Max. Span *L'! bendin 'b' or deflect�� Load Max. Spa 'L / bendln 'b' or deflection Load Width (ft) 1 g 2 Spa 3 Span 4 Span Cantilever Width ft)Max. 1 8, 2 Spa 3 Span 4 Span Cantilever " 1'-11' d 4 b 5 6'-2" d T ' 7'-1' b 1'-6" d 5 d 9'-4' b 9' -0 b 8'-3" b 1'-10' d 6 5' 9" d —6'-8b 6'-5' b V-5' d 7'-6' d T_6" b 8'-6" b T-11" b T -7-b 1'-9" d 7 5'-6' d 6'-2" b 5' 11• b 1' 4" d 7i;—d 7.1• g'_7" h 7'-5" b T-2- b 1'-8" d 8 5-2" b 5'-9" b 5- 7" b 1 8 6,_3• b 6'-11- b 6'-9" b 1'-7" d g W-10- b 5'-5" b 5'-3' b 1'-3' d 9 5' 11" b U-7• b b'-5' b 1'-0• d 10 F b 5' 2' b W-11" b 1'-2" d 10 10 11 5• 5' S' b 6'-0" b 5'-10' b 1-5' d 12 3 b 4=9• b 4'-7" b 1'-1" d 12 Notes: Add horizontal distance from upright to cantor of brace to beam 1. Above spans do not include length of knee brace. connection to the above spans for total beam spans. 2. Spars may be interpolated. Lawrence E. Bennett, P.E. CNA. &4MER - DEMMOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTOKk FL 32121 TELEPHONE (366) 787.4774 FAX (368) MAW PAGE Q COPYRIGHT 2003 3.28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. SCREEN, ACRYLIC / VINYL, Allowable Upright Heights, Chair Rail Spans or Header Spans Table: 3.1.5 For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 design oad of 11 # For 3 second wind gust at 110 MPH velocity; using bu arylLoad Width 'W F Purlin Spacing Sections 3'-0 3'-&" Height 'H"/ ending 'b' or deflection 'd' Allowable 6 8 b 6'-5' b 6'-2' b 5' 11" 2" x 2" x 0.044" Hollow 9'-5" b 81-9" b 8.11" 8'-b" b 7',-1' b 6 '7•• b 7'-3' b 6'_11' b 6'-9' b 6'-6 h 7'-2" b 2" x 2" x 0.055" Hollow 10' 3" b 9'-6 b g'_3• b 8'-9" b 8'-4' b 7 11 • b 7'-0. b 7.5• b 8'-6• h 3" x 2" x 0.045" Hollow 11' 3" b 10 S" b 9'_g- h g _11' h 9' 6. b 9'_2" b 10'-11' h 10;5" 8' 10" b 8'-1' t 3" x 2" x 0.070" Hollow 12'-9' d 12'-2" d 11'-7' d 11'-0' h 10'-5' b g 0' b 9'-5 8, �• b 1 o' b 10'-3" n 2" x 3" x 0.045" Hollow 12'-9" b 11'-9' b 14'-1" b 13'-3' b 12'-7" 12 o' b 1 r 6" 5 1 r -o- b -a• 2" x 4" x 0.050" Hollow15'-1' h 21'-10" b 20'-5 b 2" x 5" x 0.050" S.M.B. 23'-7" bl 24'-2' b 22'-7' b 21 7'-7 1" x 6" x 0.050" S.M.B. 26'-1' b 10'-5' b 9'-9' b 9'-2' b 8'-8' b 8'-3' b 7'-11 b 2- 9'-9' b 9'-5" b 9'-1' b 2" x 2" x 0.044" Sna 11'_3- b 13'14' b 12'-5" b 11'-9' h 11'-2' b 10' 7' b 10.2. b b 11'-11' b 11'-6' 2" x 3" x 0.045" Snap 14'-4" b b 15'-3' b b 12 S" " 2" x 4" x 0.045" Sna 17'-7' b 16'-3" 120 MPH velocity; us1n97rlbua des n load of 13 #ISF- For 3 second wind gust at Load Wldth'W =Purlin Spacln 5'-0" 7'-6" Sections 3'-0 ' 3' 6" 4'-0" 4'-6 Height 'H' !bendin 'b' or deflection '11 6 Allowable T 6. b 6'-2" b 5--11" b 2" x 2" x 0.044" Hollow 8' 8' b 8' 0' b b 7,_9• b 6,�. b 6' 11' b 6' 8" b 6'15" b 6'-10" b 6'-7' b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9' 8'-11' b _ 7-8" b 7' 4• b 7'_1• 8'-6" b 8'-0 b b ' - b 8'- 7''10• 3" x 2" x 0.045" Hollow 3 10'-5" b g'-7' b 10'-8: 9- 9" 8'-5' b g _2• b 3" x 2" x 0.070" Hollow 1T-1' d 11'-5" b 2' -l" 11'-2 b 10'-6" b 9'- �" h 9'-6' b g' b 8, b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11' b 10' bb 19" 2" x 4" x 0.050" Hollow 14''1 b 120' 18' b 21 8 17'_9- b 116' 0" b 16;'11' b 16'-3' b 2" x 5" x 0.050" S.M.B. 23'-11" b 22'-2' b 20'-9" b 19'-7' b �8': b 1� � 9" b �" b 7'-0• b 6'-9 " b 6 6 b 2" x 6" x 0.050" S.M.B. b 9'-7' b 8'-11' h 9�-4' b 8' -8' b 2" x 2" x 0.044" Sna 10'-4" 13'-3" b 12' 3" b 11'-5" b 1 g, 9" b 0'.9' b 10'-3' b 2" x 3" x 0.045" Snap 14'-11' b 14 -0- b 13'-2 2" x 4" x 0.045" Snap 16'-2- b des i• n load of 15 #ISF• For 3 second wind gust at 130 MPH velocity; using Width W = Purlin Spac ng Trlbua Load '" 6-0" 6 6" 5-6 7'-0" 7 f" Sections 5 3 Fi ' 4 0" 6" -0" 3'-0"' 4 Hot ht 'H' 1 bendin 'b' or deflactlon'd 5'-1" b Allowable b 8'_11" b 6'-7' b 6' 3' b 5'-11" b 5'-8" b b 11- b 5'-3' b 5'-9' b 57-7" b 2" x 2" x 0.044" Hollow 7 _g• 8'-1" b 8'-2' b 7'-7" b 7'-2' b 6' 10- b 6,-6. b 6 �� b 6'-7' b 6' 4' b 2" x 2" x 0.055" Hollow 8'-10" b 8'-11• b 8'-4' b 7'-11" b 7 6" b b 7'-10' 3" x 2" x 0.045" Hollow 9' 8' b b 10'-8' b 9'-11" b 9'-5' b 8'-11' b 8'-6' b 8'-2" b 8,-2-b 7'-10' b 7'-7' b 3" x 2" x 0.070" Hollow 11'-6' b 11'-1" b 10'-4' b b 8' 10" b 8'-5- 9'-9' b 9 3 9'_10" b 9'-5" b 2" x 3" x 0.045" Hollow -2-- 11'-11" 13'-11" b 12'-11" b 12'-1" b 11' 4" b 10' 9" b 10'-3" 13-- 3 3' b 2 x 4" x 0.050" Hollow 2" b 18' 8' 14 15' 9' b 15' 2• b 6- 3" 2" x S" x 0.050" S.M.B. 20' b 20'-8 b 19 �. b 18, b 17' b 16'16' b 6'-9" 2" x 6" x 0.050" S.M.B. 22'-4" b 8'-11" b 8'A" b 7' 10" b 7'-5' b 7'-1" b 8' 8" b g, 4' b g'.1' 2" x 2" x 0.044" Sna 9.7- 11'-5' b 10'-8' b �.6. 6 9,_1• b b 10' 3' b b 9' 10" b g _6• b 2" x 3" x 0.045" Snap 12'-4" b 13'-11' b 13'-0" b ;2,-4- 11'-8" b 11'-1" b 10'-8" x 0.045" Sna 15'-1" b of brace to beam Notes: upright to center Add horizontal distance from up g Above spans do not incld lenof knee spans. 1. connection to the above for gth spans beam 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214:88. SOUTH DAYTONA FL 32121 TELEPHONE (386) 767"1774 FAX (386) 7672556 PAGE 3-39 © COPYRIGHT 2003 THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. IN WH OLE OR IN PART WITHOUT NOT TO BE REPRODUCED SCREEN, ACRYLIC / VINYL, GLASS �. MUUULHr. r.vvivl` Allowable Spans for Ridge,Beams with Seif Mating Beams Table 3.1.4-110 For Screen Rooms or Vinyl Rooms design load of 20 4/SF For 3 second wind gust at 110 MPH velocity; using Tributary Load Width = Purlin spacing Self Mating Sections Allowable Span 'L' 1 bending 'b' or detleetion' 9'-3' b 8*'8" b 8'-2. b T -g. b T-5' b 7' 1. 4" x 0.041 x 0.100" 10' 11" b 9' 11" b g _7• b 9'-2" b B' 9" 10'-1' b b b 2" x 12' 4' b 11'-5' b 10'-9" b 10'-1' 2" x 5" x 0.050" x 0.100" 13'-7" b t2'-5' b 11 8' b 11'-1' b 10'-7' b b .050" x 0.120" 15'-8' b 14' 4' b 13' 3' b 13'-11' b 13'2" b .055" x 0.120" 17'-8' b 16'-1" b 14'-11' b 18'-T h 171-6" b 16 _6- b 15'-10' b 15'-2" b .055" wl Insert 23-Fih 2.1-5 b 14'-9" Vx7"18'-0 h 1fi'-11' b 16-1' b 15 4' b b 19, b .072" x 0.224" 22'-10' b 20'-10' h 17'-6" b 16'-8' b 15'-11' 19' 6" b 18'-5' b b .072" x 0.224" 24'-9" b 22'-7' b 20'-11' b 21'-5' b 2.0' 3' b 19'-2' b 18'-3' b 171-6" b 0.082" x 0.310" 2T-1' b 24'-9' b 22'-11' b 25'-9' h 24' 4" h 23'-1' b 21-11' b 21'-1' b 2" x 10" x 0.092" x 0.369" 32'-T h 29'-9' b 2T-7' b frame winlass panes that aro designed to 110 M.P.H. wind load Notes: dows with g 1. Glass Rooms: The addition of aluminum required. increases the strength so that additional miming is requirements to the above upright sizes ed load.t extrusion oriented with longer extrusion dimension parallel to app 2. Tables assume 3. Spans may be interpolated. Allowable Spans for Ridge Beams with Self Mating Beams Table 3.1.4-120 For Screen Rooms or Vinyl Rooms design load of 23 ttlSF For 3 second wind gust at 120 MPH velocity; using Load Width'W' a Purlin Spacing11 Tributa -0" 12'-0" 1101 0 Self Mating Sections 5'-0" 6'-0" Span 'L' ! bendln 'b' or deflection 'd' b Allowable " 9'•11' b 9'-5' b 8'-11* b 8' 6' b 8' 2' 2" x 4" x 0.044 x 0.100" 10'-3" b 9. 6' b b 0 8' b 2" x 5" x 0.050" x 0.100" 12'-8" b 11 h 10' 11 b 10'-4' b 9'-10" b 9,-5" b _7• 2" x 6" x 0.050" x 0.120" 14'-7' b 13' 4" b 12'-4' b 12,_3" b 11'-8' b 11'-1' b 10' T 13 0 b b 15'-6' b 14'-9' b 14'-2' 2" x 7" x 0.055" x 0.120" 16'-5' b 15--o- b IT -111' b 17'-4" b 16' 4' b b 3'-9 2" x 7" x 0.055" w! insert 21'-11' b 19'-11' b 18'-6' b 14--4- b 13--g- 16' 10' b 15' b 2" x 8" x 0.072" x 0.224" 21'-3" b 19'-5' b 17'-11' b 2' ;s 2'18.3• b 1T-2' b 19._6. b 2" x 9" x 0.072" x 0.224" 23'-1' b 21'-0' b b 19'-11• b 18' 10' b 17'11 b 2" x 9' x 0.082" x 0.310" 25'-4' b 23'-1' b 21'-5' b 270- 198- 24'-0' b 22'-8' b 21' 6' b 20' 6' b b 2" x 10" x 0.092" x 0.369" 30'-5 ' b 27'-9- b 25'-0' b to 120 H. wind load Notes: ith ass panes tfram ng iare 9 not required F H itio f aluminum frame The addition 1. Glass Rooms. requirements to the increases the strength soithat additional g sues increasescr rioht dimension parallel to applied load. 2. Tables assume extrusion oriented with longer extrusion extrusion 3. Spans may be interpolated. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT tt P.O. BOX 214388. SOUTH DAYTON FL 32121 TELEPHONE (386) 767'4771 FAX (386) 767.65% PAGE 3-37 © COPYRIGHT 2003 ITNOU7 THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. NOT TO BE REPRODUCED IN WHOLE OR IN PART W Section 7 Design Statement: stems and Components and The roof systems designed for section 7 are Main Wind Force Resisting Sy Cladding. In conformance with the 2001 Section 7Florida uulse Building different categOdes Code such systems must Eofdthe enloads'ass loads for components & cladding. Thu described below. All pressures shown in the table below are in PSF (#/SF). SF. The 1. Free-standing Structures with Mono - 8 E 7 sloped 8 with a minimum ad of jo ofs design wind loads used are from AS Se aiono' 6 5, Analytical P oceldureoThe loads assume a mean roof height of less than 30'; roof slope of 0° to 10°; 1 = 0.77. 2. Attached Covers such as carports, patio covers, gabled carom ASCE screen Seooms6 5t Analytical minimum live load of 10 PSF. The design wind loads used are frProcedure. Roof slope of 0° to 25° (+/- 10°); I = 0.77. SF and wind s a I re from ASCE 3. Glass Rooms design loads use a minimum live load of 20 P Code. The loads 8 assume a mean roof Section 6.5, Analytical Procedure and the 2001 Florida Building height of less than 30'; roof slope of 20° to 30° (+/- 10°); 1= 0.77. a. Enclosed structural systems use a negative internal pressure coefficient of +/- 0.18. b. Partially Enclosed structural systems use a negative internal pressure coefficient of +/• 0.55. ection 4. Overhangs use a minimum live load ado IngF and wind for Enclosed ods are from ASCE 7-98 r Partially Enclosed strusctural Systems. Analytical Procedure for Components & ClCI 9 The loads assume a mean roof height of less than 30'; roof slope of 20° to 30° (+1-10°);1=1.0. 7-11 SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH I" MINIMUM EMBEDMENT INTO =ASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3"= l'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) ROOF PANEL TO WALL DETAIL SCALE: 3"= 1'-0" NOTES: ROOF PANELS SHALL BE SHEET METAL SCREWS WITRH 111 CORROSION AN/2' WA HER& ALL S CREWHEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENECH #8 1GSCREW EAASKET CH. THE PANS MAY BE EEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE( ) ANCHORED THROUGH BOXED PAN WITH (Xg ) EACH 6 TEAK SCREWS THE ABOVE SCR ASA EW PES AND THE ABOVE SPECIFIED RIZER SCREW. #8 SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CM ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA' IZ 32121 TELEPHONE (388) 7674774 FAX (388) 787-85% PAGE I Q COPYRIGHT 2003 7"2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SECTION 7 RIDGE CAP #8 x 9116" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 112" 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 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS SEALANT WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS 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 ROOF PANEL TO BEAM DETAIL SCALE: 3"= l' -O" 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 #8 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 DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CML - SOP, P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 787-4774 FAX (386) 767-8558 PAGE I © COPYRIGHT 2003 7�'' 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PEWVIISSION OF LAWRENCE E. gENNETT, P.E. PAGE I © COPYRIGHT 2003 7-3U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOD PANtt_ SECTION 7 Elite Composite P Weis for Various Loads Allowable Spans for 0.024" Table 7.2.4 Elite Aluminum Corporation H-25 Foam Core E.P.S. #2 Density Products: Aluminum Alloy 3105 H-14 or Manufaturl�rs' Proprietary Glass Rooms 1 3" 48" x 0 630' Roof Panel Partially Enclosed Enclosed Overhang x Screen Rooms Cantilever Open Structures MonoSloped Roof & Attached Covers 1&2 3 4 All Wind 3 q 1&2 3 4 1&2 3 4 span span P span span Roofs Region 1&2 span span span spa span span p span span 19' 6' 20' S" 22 14" 22'-1 a' 0' 100 MPH 2T-5' 30'-7" 29'-7' 26'-1' 29'-2" 2A-2, 25'-11' 18'-1' 20._2„ 18 4 15". 18'_11" 21'-2" 20''5" 4,_0- 110 MPH 2T-5' 30'-7' 29'-7' 24'-0' 26'_10- 22'-4" 24'-11' 24'-2" 14'-3" 1.5'-11" 15'-5" 16' 1" 19'-4" 18'-9' 120 MPH 26'-1' 29'-2' 28'-2' 27'•1' 21'-9' 24'-3" 23'-6' 13'-11" 15'-7" 15'_0, 14'-10" 1T-8" 123 MPH 25'-1• 28'_1" 25'-10* 25' 0- 20'-� 2 . 10' 22'-1' 13 2• 14' 9" 14'-3" 13'-3' _ 130 MPH 23'-2 17'-8" 17,-1" 15'-10" 1T-8" 17-1" 12.10 12'_5 140 MPH 150 MPH 15'-10" 15'-10" 1T-8. 17'-1" 15'-10- 17'-8" 17''" 110.11" Glass Rooms 4" x 48" x 0.030" Roof Panel Partially Enclosed Enclosed �,©rhan g 1 Cantilever Open Structures Screen Rooms Mono -Sloped Roof & Attached Covers 4 1&2 3 4 All Wind 3 4 1&2 3 4 1&2 3 span span s an span P Roofs Region 132 span span span span span ap an span span a'-0' 100 MPH 291-6" 32-11" 31'-11' 28' Z" 31 6" 30'-5" 110 MPH 29'-6' 32'-11' 26' 4" 15 4' 17-11" 16'-2" 18 8" 20' 10" 120 MPH 28'-2' 31'-0- 30'-5- 24'-1" 26'-11" 25'-3' 14'_11' 1T-6" 16'-2" 18' 2" 20'•3" 19'_7^ 4'-0" 123 MPH 28'-1" 30'-3" 29'-3" 23' S" 26' 2, 24'-7' 23' 9" 14'-3' 15' 11' 15'-5" 16' 0" 19'-1" 18'-5. 4 _0- 130 MPH 24'-11" 27'-11' 26'-11' 21'-11" 19' 1 • 18' S' 13' 2" 14'-9' 14, 3. a 0" 140 MPH i T-0' 19' 1' 18,_5• 17 0" 18'_5- 12'-4- 13-10 150 MPH 1T-0'19'-1' 18'-5' 19'. 17'-0' -1 Glass Rooms Overhang 1 6" x 48" x 0.030" Roof Pane i Partially Enclosed Enclosed Cantilever Open Structures Screen Rooms Wind Mon -SIO Roof & Attached Covers 182 3 4 1&2 3 4 All Roofs Region 1&2 3 4 1&2 3 4 span span span span span span span span an span 4, 0, s an span span P 40'-3" 38'-11" 34 4" 35 �. 3" 1' 24'-10" -11 27 =9"" 100 MPH 35'-11" 40'-3" 38'-11" -4•, 31'-7' 3 21' 6• 24' 23' 22' 9' 25' S" 110 MPH 35'-11" 37'-1" 29'_5- 32'_10- 31'-9, 19'_6" 21'-10' 21'-1" 24'-9" 23'-11" a'-0" 120 MPH 34'-4" 38'-4' 287-7 " 31'_11' 30'-10' 19' 1' 21'-4" 20'-8" 22 1' 23'-3" 22'-5" 4 0- 123 MPH 32'-11" 36'-11" 35'-8' 10• 26' 10" 29'-11' 28'-11" 18'-3" 20' 5 19'-8- 20'-9' 21'-6" 20'-9" q -0. 130 MPH 30'-5' 34' 4• 32' 20'-9' 23' 3' 22' S' 16' 1" 18' g" 18' 2" 19' 3" 20' 1" 19''5" 4-0 140 MPH 20'-9' 23' 3' 22'-5' 23 3' 22 5' 15'-1' 17 8" 16' 3' 17'-11' 150 MPH 20'-9' 23'-3" 22-5' 20 9' Glass Rooms Overhang ! 8" x 48" x 0.030" Roof Panel Partially Enclosed Enclosed Cantilever open Structures Screen Rooms All Wind Mon _slope d Roof & Attached Covers 1&2 3 4 1&2 3 4 Roofs Region 132 3 4 132 3 4 span span span span span an span span span 33'-11" 4 -0' span span span span 40'-2" 44'-11' 43'-5' 2T-10' 31'-1' 30'-0 5, 35'-2" 4'-0' 100 MPH 4T-2' 4T-2" 45'-7" 36'15. 29', 4'-0" 110 MPH 42'-2' 4T-2" 45'-7' —4 -r 34 38 6" 37=2' 22'-10' 20 MPH -2-r- 44'-11' 43'-5' 41'-9' 33'-5' 123 MPH 38'-8" 43' 2' 38'-6' 31'-5' 35-2' 33' 130 MPH 35'-8' 39-10- 24' 4" 4 -0, 140 MPH 24'-4" 27'-3' 26'-4' 24'13' 27-3' 26 4' 18'-6' 20',8" 150 MPH 24'-4" 27'-3" 26'-4" + width + eve and• n Note: Total roof panel width a room width wall WEE 2W Lawrence E. Bennett, P.E. Elite Aluminum Corporation CML ENGINEER _ DEVELOPMENT CONSULTANT 1801 N W 64th Street S33309 treet P.O. BOX 214368. SOUTH DAYTONA. FL 32121 v x,, Ft. Lauderdale, FL TELEPHONE (386) 767-47744 FAX (388} 787.6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE I © COPYRIGHT 2003 7-3U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS CONCRETE T_BOLT EXPANSION DRIVE NAIL SPIKE SCREW BOLT I'mrPOR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. HEX HEAD MACHINE SHEET METAL BOLT c1flocvuc TEK SCREW LAG SCREW OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES:DETAILS HEREIN. AND MUST MEET ALTERNATIVE FASTENERS MAY BE USED O S SPECIE ED BY THE MANUFACTURER, AND SHALL BE EXCEED THE SAFE WORKING LOAD VALUE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CML ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214364. SOUTH DAYTONa FL 32121 TELEPHONE (386) 767-4774 FAX (388) 767-65% PAGE ® COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THF WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 9 FASTENERS - . ' - I I nads for Concrete Anchors _ - allowed span = YU•-0 t i duln ,. UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = 1/2(20.4:2- 1, x r x 10# / Sq. Ft. ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.70# - 1.67 427# Therefore, use 2 anchors. one (1) on each side of upright. Table Is based on Rawl Products' allowable loads for 2,500 p.s.l. concrete. Lawrence E. Bennett, P.E. Cron.640MER -DEVIELOPWffCONSULTANT P.O. BOX 214300, SOUTH DA TON& FL 32121 TS.Ep •'IONF (38M 7p A 74 FAX (308) 787-W% ,GE I WH ® COPYRIGHT 2003 P.E. 9_2 NOT TO BE REPRooucFD IN OLE OR IN PART WITHOUT THE WRITTEN PER OF UWRENCE E. BENNt:rT, FASTENERS Table 9.4 Maximum Allowable Fastener Loads Aluminum Framing 0.050" for SAE Grade 5 Steel Fasteners Into 6063 T-6 Alloy 286 326 366 (As Recommended By Manufacturers) #8 0.164" 175 Setf-Tapping and Machine Screws Allowable Loads Tensile 219 332 37 8 Strength 55,000 psi; Shear 24,000 psi Wall 1 Thickness ('V)0.125 )lbs.0.125' Allowable Tensile Loads on Screws for Nominal 0.092" Screw Slze Nd 0.044" 0.050" 0.055" 0.072" 0.082" 40 381 - #8 0.164" 182 207 228 298 345 4E435 93 441 0.210" 264 #10 0.190" 211 240 292 382, 488 436 #12 0.210" 233 265 347 455 518 581 789 316 #14 0.250" 278 333 436 497 558 758 114" 0.240" 267 303 434 568 647 726 986 5N 6" 0.3125" 347 395 521 682 776 871 1 184 3/8" 0.375" 417 473 --- 694 1,035 1,162 1,578 556 631 Nominal Wall s Thicknes't' lbs• Allowable Shear Loads on Screws for Single Shear Screw 0 072" 0.082" 0.092" 0.125' Size Nd 0.044" 0.050" 0.055 286 326 366 - #8 0.164" 175 199 219 332 37 8 424 #10 0.190" 203 230 253 280 367 418 438 - #12 0.210" 224 255 436 497 558 758 014 0.250" 267 303 333 419 477 535 727 114" 0.240" 256 291 417 546 621 697 947 5/16" 0.3125" 333 379 655 745 836 1,136 3/8" 0.375" 400 455 500 873 gg4 1,115 1,515 533 606 667 WaII Thickness 't' lbs. Allowable Shear Loads on S Double Shearmlnal 0.092" 0.125" Screw 0.044" 0.050" 0.055" 0.072" 0.082" 732 Size Nd 398 438 572 652 �tg 0.164" 350 506 664 756 848 -i, -o 0.190" 406 460 560 734 836 876 - #12 0.210" 448 510 872 994 1116 1516 #14 0.250" 534 606 666 838 954 1070 1454 1!4" 0.240" 512 582 640 1092 1242 1394 1894 5116" 0 3125" 666 758 834 1490 1672 2272 910 1000 1310 3/g" 0.375" 800 1334 1746 1988 2230 1 n" 0.50" 1066 1212 Notes: 1 Screw goes through two sides of members. d range to match total 2. All barrel lengths; Celus Industrial Quality. Use manufacturers g P wall thickness Of connection. Use tables to select Civet substitution for screws of anchor specifications In drawings•steel. 3. Minimum thickness of frame members is 0.036' aluminum and 26 ga . Lawrence E. Bennett, P.E. CML ENGINEER - DEMOPMEW CONSULTANT P.O. BOX 214.".88, SOUTH DAYrONti R• 32121 TELEPHONE (386) 7674774 FAX (388) 767.85% PAGE 9-5 ® COPYRIGHT 2003 E. R IN PAR NOT TO BE REPRODUCED IN WHOLE 0 T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. FASTENERS ' Rivets with Alumina Table 9.7 Aluminum Aluminum Mandrel steel MandreMandrel Rivet Diameter Tension lbs. ShearTens21n0 lbs. 325 r 1/8" 129 340 490 5132" 187 263 445 720 3/16" 262 375 Anchor Systems for Beams Anchored to Walls, Table 9.8 Alternative Angle and Uprights, or Carrier Beams Maximum Scre— wino, Sizc Size Description Wall ' To To Upright 1 Beam Extrusion Type # 10 An le 1" x 1" x 0.045" 3116" 3/16" #12 An le 1" x 1" x 1/16' 0.063" 3/16" #12 An le 1' x 1' x 1!8' 0.125' 114' #12 An le 1-1/2' x 1-1/2' 1/16" 0.062" 114" #14 An le 1-1/2' x 1-1/2' 3/16" 0.188' 1/4" #14 An le 1-112" x 1-112" 1/8" 0.062" 114, #14 An le 1-3/4" x 1-3/4" x 1/8' 0.125" 318' 318' An le 2' x 2' x 0.093 5/16" 5116' An le 2" x 2" x 118'(0. 1/2" 1/2" An le 2'x2'x3/160.313" 318" #14 U -channel 1-3/4' x 1-3/4" x 1-3/4' x 1/8" 5/16" 5/16 U -channel 1" x 2-1/8" x 1" x 0.050" 1/2' #14 U -channel 1-1/2" x 2-1/8'x 1-1/2'x 0.043" to beam, wall, and/or post equal to depth o beam Note: # o screws Anchor Size for Extrusions Table 9.9 Minimum Wall Connection Wall Metal Upri ht Concrete Wood Extrusions 14 114• 1/4' 2" x 10" 1/4" #14 114' 114' 2" x 9" 114" " # 12 1/4 ' #12 2" x 8" 114 #10 3116' #10 2"x r 3/16' #8 3116' #8 2" x 6" or less 3/16" Note:utter anchor sizes shall be used for super g Wall, beam and upright minimum connections. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOP7NENT CONSULTANT P.O. BOX 21". SOUTH DA6TONA FL 32121 TELEPHONE (386) FAX (386) 76745% PAGE 9-7 © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. - ,. •r . • . SECTION 9 FASTENLhc,Z) Anchor Selection Factors for Anchor / Screw Sizes 7•able 9.10 Alternative Metal tN,, #8 #10 #125116" 318" Anchor Size 1.00 0.80 0.580.27 0.21 0.80 1.00 0.72 . 0.33 0.26 010 0.58 0.72 1.00 0.78 0.46 0.36 #12 0.46 0.57 0.78 1.00 0.59 0,46 14 0.27 0.33 0.46 0.59 1.00 0.79 16" E3/8"0.21 0.26 0.36 0.58 0.79 1.00 zes Selection Factors for Anchor / Screw y„a tive Anchor sopa (1-518" and rete and Wood Anchors y.114" embedment respectively) 2" maximum embedment) rews: Anchor 3116" 112" 3116" 114" 318" ?141 Size 1.00 0.46 1.00 0.83 0•� 3116'. 1n- oas 1.00 .0.83 1.00 0.59 0.50 0.59 1.00 and round up to the next even number of sCrewst ' Multiply the number of #8 screws x size of anchorlsuew desired #10 screws desired is: Example: If (10) #8 screws are required, the number of 0.8x10=(8)#10 Lawrence E. Benne�PTE7 CNX ENC -� P.O. BOX 214 86. SOUTH DAYTON& FL,z;z, TELEPHONE pW 767-4774 FAX (386) 761.835+8 PAGE 1 © COPYRIGHT 2003 9"$ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN pER,r,I5SI0N OF LAWRENCE E BENNETr, P.E. SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS V4" x &i" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP Q EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4' S.M.S. STRAP TO POST AND (1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1'-O" 4" MIN. (2) #5 BAR CONT. a (1) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. "i �I— a BEFORE SLOPE ALL SLABS) �— ... — `� I I / — 11 J�—� _ 11=1 • •a = i l — — _ • 11 -III— - I I. e — � ,I _Co —1— —I 11.I I I,,I I hI I hI I ITITI-T=Ti=1 i �I ► III—I i — I II 1I- 111 7, TYPE III' 12 —� TYPE i TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2"112* 2"/ 12"- V-10" > 1 -10 ING PRESSURE 1. THE FOUNDATIONS CAPACITY OF SHOWN SOL SHALL BE VERIFIED, PRIOR O PLACARE BASED ON A MINIMUM SOIL ING THE SLAB, BYOFIE D SOIL F 1,500 PSF. BEARING CAPAC TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTINGQUI EXCEEPDSVI6' THEN AHEN RTYPEN FOOT EROSION REQUIRED UNTIL THE RSLABS SHALL BE SHALL HOST STRUCTURE MINIMUM OF 3-1/2' (4- NOMINAL) THICK. 4. MONOLITHIC RE MESH OR FIBER MESH MAY BE USED IN LIEU EU OF MESH2,500 PSI . WITH 6 x 6 - 10 x 10 WELDED 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE it FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4' = V-0" Lawrence E. Bennett, P.E. CML EMGMEER-DEVELOPAWNTCONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (3N) 767'&MG PAGE ® COPYRIGHT 2003 3-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Lawrence E. Bennett Civil EnginPee0r &BoDe214368��t Consultant South Daytona, F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following rentcontraitor is hereby authorized to use my Structures Design Manual" for the year 2003. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter Park FL 32792 Thank you for your ass. ce. Sincerely, Lawrence E. a ett, P.E. ##16644