Loading...
HomeMy WebLinkAbout113 Anderson Ave (3)r � lrt; a `�Y-. r•,- +�jJ!•• �.�' �'�•�`.'�i"�'"""•-'R-i?',,+ ��'�Y Ajr�• N:r ;r t,5ry'�{�tr >i', �.•vn. i'lr �'�]•1 ,'{.aN, �.N •+{• °a av�,f•X�'t�{�`7�tS"i.7�tiMfiG' ���. tr i•,I r c 4 9 h�. T. r n YrN ti ). i. t J� �'i . ttl ,K •Y.�' . `r ' y. `{ r {, ' 1 l .4 •�.. y 7,, ~16. ' ti' • •• CrrY OFSANFORD PERMIT'APPLIt^,ATION Permit # : ©� " t�OO a- Date `� •'r r _L� TCN DC>Z Oil �, •Job Address: Description of Work: VVA RQ S -C -v Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogo . Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempotit'y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & , ECali.. Req nergy uired) q Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 31 - 19 - I I ^ '5Z -L 5; - OC- no " O 39 D (Attach Proof of Ownership & Legal Description) Owners Name 1 1 AS & Address:e W 1 LL 1 AM (1.Ctr';p.r> W& if/ irsb, v*- . AFr, A- T 327 I Phone: Kv7/�- 3Z (• - -7 Contractor Name&Address: SVfWL-L Awt ir-jyu-& -1 Cos W- Wiv&v PAat ft 2?RZ State License Number: RX el04-5-- WO Phone& Fax: 'Cb -6o7 -0500 7-67 5'O Contact Person: Da &L 1'e -UL Phone: 44-679-05o O 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. N TI : 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 pc,//rit is verification that I will notify the owner of rise property of the re uirements of rrorida Lien Law, FS 713. Signature ofOwner/Agent Date Signature of Contractor/Agent Date 1,e ( ( P Qc_c,i►'1n nes- t Owner/A ent's Name a� g PntCont ctor•.4gent'sName ;�,, Imo: n of tary-State of Florida Date Signature of N :ary-State of Florida Date D a a o 0 SQ -T C x .t �o .y a � .: •' iii cs. o0 0�4 '4pC2 r`3! t' irl�l er/Agent is �'crsonalh Known to Me or Produced ID • ��-3 • �3 ' APPROVED BY: Bldg: 'Luning: r Iniiia & Date) ons: Contractor/Avon: is ✓Personal % Known to Me or Producec' : ) PD: (Initial & Date) (Initial ,C Date) a'ss -oc bD a M, rn• : oi, a; -C gnc m c ��s a oo o cm Ln e000 1'rl r>roam � LIMITED POWER OF ATTORNEY I hereby name and appoint of in fact to act for me and apply to for a BUILDING o.,E o3 to be my lawful attorney at a location described as: Section Range Lot Block permit for work to be performed Subdivision R -y -e - (Address of Job) r Township (Owner of Property and Address and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Print name of Certified Contractor, License # Signature of Certified Con-fractor Acknowledged: Sworn to and subscribed before me this P��V-0 Day of A.D. 20a3 Notary Public, State of Florida (Seal) My Commission Expires: 3U ROSY14 WALTER Notary Public, State of Florida My comm expires Nov. 30, 2004 No. CC985082 Bonded ON Ashton Agency. Inc .f800)451-4854 E SAWORo SUILbING D6P't; "" `�+► TriESE PLANS ARE REVIEWED AND CONDIT2ONAL4y ACCEPTEQ FOR PERMIT. A PERMIT ISSUED SHALL PC CONSTRUED TO 8E A LICENSE TO PROCEE�o .jrt Tfj 'THF WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER. OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEFT FROM THEREAFTER REQUIRING A CORREC- 1 TION OF ERPORS ON THE PLANS, CONSTRUCTION S, OR QTH( r. ViOLATfONS OF 711E CODES. II o 4 Q 011 � N � oo�Q r �` •32' 13 (� V� -� J _ 3 M d o� Tim .-PFRMIT SURVEYOR'S CERTIFICATE I, O.L. Helling, do hereby certify that I an, a Registered Land Surveyor, and that I hold Certificate ,No.19:4' , as prescribed by the Laws of the State of Florida and I have made a survey of the following described property: Lot 39 Block C WASHINGTON O kY , SLOTION TWO, As recorded in Flat Book 16 , Page , Public Records of Seminole County t Florid I +certify that the above plat correctly shows the true dimensions of the property surveyed; and further that none of the improvements on the above described premises encroach upon adjoining properties, and that no improvements, fences or eaves of adjoining properties encroach upon the above d e s c r i bed p rope rt y and that there are no violations of the building restriction or zoning ordinances, except as shown and designatedon-, the plat. Date -c? 7. / 9 73 a `o;ff �'�->� - X08 NO. -7,2 — 4 65 y .AlLUMINUM1��LL�►TlOr1S;1K , t3 af3 af-3 X4- 3 a�3 X43 -,+33 M ` � M + 4- - IN M 12` a } 3 X+3 a x M M + 3 1+> 116al X t + cl M CA+ + 3 ;L- 4.3 14-3 1+3 %43" I ..E s'• 't 3'e 1 4 t J ob name: „6 �9 Job�iiiunber.�o 3=� Date. ;� � - • , , Dtnbi IL i I SI i - s i i SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLES% SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.3 (ENCLOSED) 3.3.4 r 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 T, 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. CML ENGINEER. WMOPIMFM CONSULTANT P.O. BOX 214385. SOUTH DAYTON& FL 32121 TELEPHONE (358) 757.4774 FAX(388)787 M ® COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3.1 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION DETAIL 1' x 2" WITH (3) #10 x 1'1 S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2* S. BOSS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" =1'-0' ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4' x 2-1/4'CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W-M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x20OR2"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" =1'-0" Lawrence E. Bennett, P.E. CM VXWMER. oEVELoP1MENTCONSULTANT P.O. BOX 214261, SOUTH DAYTON& FL 22121 TELEPHONE p" W-4774 FAX (264) M450 PAGE ® COPYRIGHT 2003 3-U 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 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: 12) #10 x 1-112" S.M.S. -HROUGH SPLINE GROOVES ;IDE WALL HEADER 1TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT AT11— 'x AC'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 aQ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE ,r TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. CML &A P.O. BOX 214M SOUTH DAYTON& FL 32121 PHONE (2!p)7GT-4714 FAX M 7674556 PAGE ® COPYRIGHT 2003 3-16 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 3 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"x2"OR2"x3"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 TYPICAL UPRIGHT DETAIL SCALE: 3" = V -O' RISER PANELS ATTACHED PI CHAPTER 7 HEADER ATTACHED TO POS' W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR30x2" 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 Q 6" FROM EACH POST AND 24" O.C. (MXX.) Lawrence E. Bennett, P.E. CNIL EHcWM-DEVELOPMENTCOWslATANT P.O. BOX 214380. SOUTH DAYTONA, FL 92121 TELEPHONE (388) 7874774 FAX (M 7874M PAGE ® COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN pER,pl$SIOT1 LAWRENCE E. BENNETT. P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS UNIFORM LOAD UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD woommomminsommoom V2 A 2 SPAN t A B 1 OR SINGLE SPAN UNIFORM LOAD t t t.4 A B C D UNIFORM LOAD 3 SPAN A B C v 4 SPAN NOTES: 1) l = Span Length CL = Overhang Length or anchor points. 2) All spans listed in the tables are for equally spaced distances between supports 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. Lawrence E. Bennett, P.E. CML ENGINEER-DEVELOPi1ENTCONSULTANT P.O. BOX 214300. MM DAYTON& FL 32121 TELEPHONE (300) 7U.4774 FAX (300) 7674554 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 since 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'); I = 0.77. All pressures shown in the table below are in PSF (#/SF). _General Notes and Specifications for Section 3 Tables: Section 3 Design Loads for screen, Glass, & Modular Rooms screen Rooms Over Mang Glass Room/111 Root Conversion Table 3A Wind Zone Conversions for Screen & Vinyl Rooms 0 Conversion Table 38 Wlnd Zone Conversions for Glass / Partially Enclosed Rooms For "B" to "C" conversion factors sae next page. 3-11 +20 -20 +15 / -13 +3/-25 +21 ! -18 +10 / -16 9 11 2v / -36 20 / -36 +20/-36 100 MPH+25 110 MPH +201-23 +161-15 +3 I -30 / -22 +10 / -19 +10 / 13 +20 / -43 ' 120 MPH +20 / -27 +22 / -18 +4 / -36 +30 / -26 +321-28 -23 +10 ! -24 14 +201-45 123 MPH +201-29 +23149 +41-38 +251-21 +5/-42 +351-31 +10 / -27 15 +20/-50 130 MPH +201-32 +301-37 +29 / -25 +5 I -48 +401-36 +30 I -31 18 +301-58 140 MPH -150 MPH +301-43 +341-28 +6/-56 +461-41 +30 considered be main ame resistance ms are Note oe loadlass s for roofs and plus loads for walls. ed Torconvert above wind liscreen, o nts.Framing ds loads as minus components. W loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A Wind Zone Conversions for Screen & Vinyl Rooms 0 Conversion Table 38 Wlnd Zone Conversions for Glass / Partially Enclosed Rooms For "B" to "C" conversion factors sae next page. 3-11 SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever) Nobs: 1. Above Spens 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 InbrpolSted. Lawrence E. Bennett, P.E. CML oxwo . DEVBOPmeff oom ULTMIT P.O. SOX 214M SOUTH DAYTON& FL 72121 TELEPHONEW M-4TT1 FAX tai W-0156 PAGE ® COPYMGHIT 2003 3.28 NOT TO SE REPROO=D IN WHOOR IN PART WITHOUT THE WRITEN PERMISSION OF LAWRENCE E. 6ENNETT, P.E. LE SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS atm I tvlr, Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms. Aluminum AIIoy.6063 T-6 For 3 second wind gust at 110 MPH velocity; using design butar i Lo d W dtly w a Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-0" Allowable Height 'H'I bending'b' or deflectlon'd' 2^ 0 044- Hollow 9'-5' b 8'-9' b 8'_2• b T-8' b 7'-4 b 6.11 _�• b 7'-3' b 6!_11" b 6'-9 b 6-6. 2 x x . 2" x 2" x 0.055 Hollow 10'-3' b 9'-6' b 8'-11' b 8'-5 b 7 -11 Hollow 8'-1' b 8 _Z• 3'-0" 4'-0" 3;-x 2" x 0.045 Hollow 12' 9' Hollow 8'-10" b 1 10-11' 7'-2' b 7'-11' bF75 9'.1 ' b 9'-6' b 9' 2' b 8'- 0' b 8' 6 i7 -x -2.x 0.070" Hollow d 12'-2' d 7' d 7'-7• b Allowable Hollow 1- ' b Hollow 113. 11'-1' b 8'-8- 9-9' b 2" X 3" x 0.045" Hollow 2" x 2" x 0.044" Hollow ' b 13-3' b 92, 7' b 2'-0' b 11'-6' b -0' b 0.8' b 10'.: 2' x 4" x 0.050" Ho 16-3' b 15.1' b 14 b 8' 2' b T-9' b b 8'-0' b 7'-8' b 17'-1' b T-1' 77-x 5" x 0.050" • 26'-1' b 242'• b 22'-T b 21-3' b 202' b 19 -3' b 18' S' b 17' 9' b 2- x 3" x 0.045" 'r-1 2" x 6" x 0.050" S.M.B. 3- x 2' x 0.070" Hollow b a 10'-6- b 9'- 1- b 9 b 9' S' b • 9'-1 2" x Z" x 0.044" sna s 14'x' b 13'A' b 12-5 ' b 11 9' b 2' b 0'-7' b 10, 2' b 12'-5' b -9' 11'-11' b 11'-6' b 1 - 2'x3'x0.045" 13' 9' b 1T b 16'-3' b 15'-3' -_-1T0 b b 17-9' b 16'- 0' b 16'-0' b 15'4' b • 14-9' b 0.045" Sna -T 20 MPH velocity' using design load of 13 #/SF 3-71 • For 3 second wind gust at 1 w Tribute Load Wldth'YV' = Purlin S acln 7'6" Hollow 8'-1' b 8 _Z• 3'-0" 4'-0" 6'-6' b 6 3' b 5'-1-01' b 5 =9" b 5'-7' b 2" x 2- x 0.055" Hollow 8'-10" b 'd' 7'-0" 7'-2' b 7'-11' bF75 Sections 7•_2• b 6'-10' b 6'-7" b 6'-4' b 3'-0"' 3" x 2' x 0.045" Hot M 'H'1 bend{n 'b' or deMction 8'-11' b V-4- T'0• b 7'-7• b Allowable Hollow 1- ' b Hollow 113. 11'-1' b 10'-4' b 9-9' b 8'- 0' b 8'-5' b 8-2'• b 12,9' 2" x 2" x 0.044" Hollow 8''$- b 8, 9, 7.4 b 6'-11' b 6'-8- b 6'-5' b 6' 2' b F-1-01' b 5q -x -2-x 0.055" Hollow 9'-5' b b 8' 2' b T-9' b b 8'-0' b 7'-8' b T�4' b T-1' 7- b 6'-9' b -6' b 6 -3' b • 3" x 2" x 0.045" Hollow 10'-5' b 9'-7' b 8'-11' b 8'-6' 1 ',1' 0' b 0'-3' b 9'-10' b b 2- x 3" x 0.045" Sne 12'-4: b 5 13'-1' b -10 3- x 2' x 0.070" Hollow b 2' b 10'-6- b 9'- 1- b 95-6' b 9.1' b 8'-9' b 8'-5' b 8. 2' b 0.045" Hollow i�-10' b -_W1.-181- 11-11' b __1F3'077 11' 118=9' to center of brace to beam Notes: include length of knee brace. 4 2' b 13' 9' b 2" x 4" x 0.050" Hollow b -_-1T0 b b 17-9' b 16'- 0' b 16'-0' b 15'4' b • 14-9' b 2" x 5- x 0.050" _6_x S.M.B. S.M.B. 3-71 • ' 17-4, b :: b 6'-9- b 6'-6' b 2" x claw- Sna b 9.-- b 8011' b 8'-5' b 7811' b 7'-7 b CML ENGINEER. Mmom&rrC ULTANT 2' x 2" x 0.044" 2" x 3" x 0.045" Snap13'-3- 36' b 11'-11' b 1 5' b 0' 11" b 0-'-87' b 0 3' b 2" x 4" x 0.045" Snap 16'-2 b Ioad of j5 For 3 second wind gust at 130 MPH velocity: using T sign FAX PO) 78T4W Purlin S acro buts Lo d Width'W'F Sections w - Allowable Hel M 'H' I bendin 'b' or d9TI 2" x 2" x 0.044" Hollow 8'-1' b 8 _Z• 6'- 0' b 6'-6' b 6 3' b 5'-1-01' b 5 =9" b 5'-7' b 2" x 2- x 0.055" Hollow 8'-10" b b 7-7' b b 7'-2' b 7'-11' bF75 7•_2• b 6'-10' b 6'-7" b 6'-4' b 6'-1' b 3" x 2' x 0.045" Hollow 9'-8' b 8'-11' b V-4- T'0• b 7'-7• b 3" x 2" x 0.070" Hollow 1- ' b Hollow 113. 11'-1' b 10'-4' b 9-9' b 8'- 0' b 8'-5' b 8-2'• b 12,9' 2" x 3" x 0.045" 2" x 4" x 0.050" Hollow 13-2. 2_j-9' 14'-11" b 94'3' b 3b b 3-3' b b 2" x 5" x 0.050" S.M.B. 20 b 18'-8' b 17'-6' b 16'-6' b b 2" x 6- x 0.050" S.M.B. 22'r b 7810' b 7- b 6'-9' b -6' b 6 -3' b 6 -1' 2" x 2" x 0.044" Sna 9 b 8018' b 8'-4'• b 1 ',1' 0' b 0'-3' b 9'-10' b b 2- x 3" x 0.045" Sne 12'-4: b 5 13'-1' b b 0.045" Sna to center of brace to beam Notes: include length of knee brace. Add horizontal distance from upright 1. Above spans do not connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CML ENGINEER. Mmom&rrC ULTANT P.O. BOX 210611,D. SOUTH MN& Ft 32121 TELEPHONE Com) 767-4774 FAX PO) 78T4W PAGE ® COPYRIGHT 2003 3-39 NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE VW(MEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Section 7 Design Statement: Componentsrce and The roof systems desiith tsection 7 are Main he 2001 Florida Building Code such systemesisting s must be des gems and d using d Fo Cladding. In conformance loads for components & cladding. Thus, Se table below several e ralPSF rent categories of these loads as described below. AN pressures shown mum IN ' 1. Free-standing Structures ASCE 7-98 Section 6 5, Analyticalono-sloped Roofs with a ' Procedure. The loads assume a e load of 10 PSF. The design wind loads used are fromm 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 carports, and screen rooms with a minimum live load of 10 PSF. The design wind loads used are from ASCE 7-98 Section 6.5, Analytical Procedure. Roof slope of 0° to 25' (+/-10'); I = 0.77. 3. Glass Rooms design loads use a minimum live load of 20 PSF and wind loads are from ASCE 7-98 Section 6.5, Analytical Procedure and 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. ; 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 +l• 0.55. are m ASCE 7-98 4. Overhangs use a minimum live load of 20 PSF and wind Cladding for Enclosed od Partially Enclosed Structural Systems. Analytical procedure for Components ' The loads assume a mean roof height of less than 30'; roof slope of 20' to 30' (+/-10');1=1.0. 7-11 SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1' MINIMUM EMBEDMENT INTO FASCIA 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" =1'-0" 0 J � Qa a o .o -JE ROOF PANEL TO WALL DETAIL SCALE: 3" =1'-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) 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 T#8 x)9/16" TEK SCREWS AREBALLOWED OVE SCRASA PES AND THE ABOVE SPECIFIED RIZER SCREW SUBSTITUTE FOR #8 x 1/2' S.M.S. Lawrence E. Bennett, P.E. CARL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOJ( 214306. SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4774 FAX (366) TV -6580 PAGE I® COPYRIGHT 2003 THE WRITTEN PERMISSION OF LAWRENCE E BErINETT, P.E. 7.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT ----TSECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.4 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation _ _- rr%nm Core E.P.S. #2 Density Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (388) 7878556 ULILCMVVV Elite Aluminum Corporation 1801 N.W. 64th Street Ft. Lauderdale. FL 33309 Tel: (954) 491-3700 Fax. (954) 491-1433 PAGE I® COPYRIGHT 2003 7.3� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS SECTION 9 CONCRETE T -BOLT EXPANSION DRIVE NAIL SPIKE SCREW BOLT eNrNf)R CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE 4"rRFws TEK SCREW LAG SCREW BOLT OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERSWORKING LOAD VALUES SPECIFIED IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WO ED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CMLE,WEER.VEVELOPMENToONXXTAN`r P.O. BOX 214361. SOUTH DAYTONk FL 32121 TELEPHOHE(366)7678774 FAX (366) 767850 PAGE ® COFYRIGKr 20039-1 NOT TO BE REPRODUCED 6V WHOLE OR IN PART WITHOUT THE yYRlT TEN PERMISSION OF �/►WRENCE E BENNETr. P.E. SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Noxa: 1. Coronals screws are prnW to r embedment by nlanufadurers. 2. Values listed are albwa i beds with a safety factor of 4 applied. 3. Products spiral 10 rwM may be substituted. 4. Anchors roosft beds perpendicular to the diameter are in tension. 5. Allowable loads are biassed by 1.00 for wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7 Andes& receiving bade perellel to the diameter are shear loads. 6. A 133% Increase has been applied because wind uplift is only load. Example: Determine the nu niber of comets anchors requiredallowed load, enctosuro by dividing the uplift bad by the anchor For a r x 6' beam wlth: spacing = rf O.C., allowed span a 20'-5' (Table 1.1) UPLIFT LOAD =112(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = All 4 x A SCHOR NUMBER OF ANCHORS a 714.700's 1.67 4�� Thereforo, use 2 anchors. one (1) on each side of upright Table k based on Rawl Products' allowable bads for 2.500 p.s.l. COMMia- Lawrence E. Bennett, P.E. CM a+oWfiW. oEVRVftgW OONSULTAWr P.O. WX 21470a. 601AM OAYTONI, FL 72121 lELEPNOIE pM W-4774 FAX M 7s74M 00E I a cOPYRIOHT 2003 P.E. 9-2 NOT TO BE REPRODt10EO IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION of LAWRENCE E BENNEr r, FASTENERS Table 9.4 Maximum as F for SAE Grade 5 Steel tenerrs Into 6063 T-6 Alloy Aluminum Framing (As Recommended By Manufacturers) Self -Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Screw Allowable Tensile Loads on Screws for Nominal Wall Thickness ('t I A nA2" 1 0.092' 77 1 SECTION 9 Notes: h two sides of members. 1. Screw goes tluoug use manufacturers grip range to match total 2. All barrel lengths; Celus Industrial Quality. well thickness of connection. use tables to salad rivet substitution for screws of anchor specifications in drawhgs. me members is 0.036' aluminum and 26 ga. steel. 3. Minimum thickness of fra Lawrence E. Bennett, P.E. CML ENGINEER - OEVELOpAgnT CONSULTANT TON& FL 12 TELEPHONE � P.O. BOX 21 707 FAX t>AIM M-45" PAGE ® COPYRIGHT 2003 9-5 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETr, P.E.P.E �— FASTENERS t Wall, beam and upright minimum anchor sizes snap ov uvow — wr-• ----- connections. Table 9.9 Minimum Anchor Size for Extrusions SECTION 9 Lawrence E. Bennett, P.E. CIVIL ENGINEER. MVMCpMEMCONSULTANT P.O. BOX 214536. SOUTH DAYTON& FL 72121 TFyEPHONE (766) 767-4774 FAX(M)76745% PAGE ® COPYRIGHT 20099-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. Aluminum Rivets with Aluminum or Steel Mandrel Table 9.7 Aluminum Mandrel Steel Mandrel Rivet Diameter Tenslon lbs. Shear -176 Shear Tens21n0 25 1/8" 129 lbs. 340 490 5132" 187 263 375 445 720 3116" 262 Alternative Angle and Anchor Systems for Beams Anchored to Walls, Table 9.8 Uprights, or Carrier Beams Maximum Screw i Anchor Size Extrusion Type Size Descrlptlon To WallTo 'Upright/8111m Table 9.9 Minimum Anchor Size for Extrusions SECTION 9 Lawrence E. Bennett, P.E. CIVIL ENGINEER. MVMCpMEMCONSULTANT P.O. BOX 214536. SOUTH DAYTON& FL 72121 TFyEPHONE (766) 767-4774 FAX(M)76745% PAGE ® COPYRIGHT 20099-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. FASTENERS SECTION 9 S Anchor Selection Factors for Anchor/ Screw Sizes Table 9.10 Altemative Metal to Metal Anchor Size #41 #10 012 #14• 5116' 318' ttg 1.00 0.80 0.58 0.46 0.27 0.21 I M 0 0.80 1.00 0.72 0.57 0.33 0.26 #12 0.58 0.7z 1.00 0.78 0.46 0.36 M14� 0.46 0.57 0.78 1.00 0.59 0.46 0.79 5116' 0.27 0.33 0.46 0.59 1.00 0.79 1.00 318' 0.26 0.36 0.58 0.21 Alternative Anchor Selection Factors for Anchor / Screw Sizes Pyne Bolts (1.518" and ' Concrete Wood Anchors 2.114' embedment respectively) (concrete scr ws: 2' maximum embedment) Anchor 3/16' 1/2' Anchor Size 3116' 1/4' 3/6� Size 0.46 3/16' 1.00 0.83 0.50 3/16' 1.00 12. 0.46 1.00 - 0.83 1.00 0.59 .ergo1 0.50 1 0.59 1.00 up to the next even number of screwst • Mum the number of 08 screws x size of anchor/screw desired and round is: If (10) #8 @Crews ere required. the number of #10 screws desired Example: 0.8x10a(8)00 Lawrence E: Bennett, P.E. CMgarfi Jt-DEVROPMOrCOP=TANT P.O. BOD( 2143!4 MM DAyMN& Ft 32121 7EtFP1M (M 767.4774 FAX (30b) 707-aM PAGEI ® COPYRIGHT 2003 THE WRITTEN PEW�115SION of LAWRENCE E BENNEIT, P.E. 9-8 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT SECTION 3 I SCREEN, ACRYLIC/ VINYL,' GLASS& MODULAR ROOMS 1/4" x 6" RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1" x 2" AND ROW WALL LOCK INTO FIRST COURSE OF ROW LOCK � BRICKS BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW 4" (NOMINAL) PATIO 4 STRUCTURAL KNEE WALL CONCRETE SLAB W/ 6 x 6 - 1" WIDE x 0.063" THICK STRAP `cr,° 10 x 10 WELDED WIRE MESH @ EACH POST FROM POST TO OR FIBER MESH CONCRETE FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND=. ' (1)1/4" x 1-3/4" TAPCON TO °. (1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" =1'-0" 4" MIN. (2) #5 BAR CONT. i �a 4 2'-0" MIN. 3-1/2" (1YP. (1) #5 BAR CONT.I L . BEFORE SLOPE ALL SLABS) — !� �• rn j. •_ II I '•�� =i f �I I— —iI f— I �` T TI=i1 n�wj I—��=,M"01— �Ow 12 TYPE ITYPE 11 TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-20112' 2w/12" -l'-10" > 1-10 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAWFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-12" (4' NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II 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 11 FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" =1'-0" Lawrence E. Bennett, P.E. CML 60094M • OEYEL010114 SIT OOMR&TAM P.O. BOX 243M. SOUTM DAYfONk FL 32121 TEIMMIM E (311111) M-4774 FAX (3110) 797-596 PAGE ® COPYR:IOMT 2003 3-24 NOT TO BE REPRODUCED IN WMOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 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 contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter Park FL 32792 Thank you for your assiAoace. Sincerely, Lawrence E.a ett, P.E. #1 �.7�b�ls,. lnstsumcnZircipa�mdByr:� _ �VR;e At,uywtjaw^ Address 3IRA 0 0 a 2 Permit No. STATE OF COUNTY OF M WWE NIWE, CLERK OF CIRCUIT COURT BRINDLE COUNTY BK 04837 PG 04t6 CLERK'S N 2003088340 IECOF= 05/23/2083 12:16:04 PH RECORDING FEES 6.08 RECORDED BY M Nolden NO'riCE OF COMMENCEMEN'r 31- I'l -31-5'L5 . OC 00 -rax Folio No._ THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1, Description of property: (legal description of property, and street addresss fZ' P13 lavailable) Leh- I_oT �� � _ c wft5thN� IA c�i.l� Sem ( 1 i 3' Arj0f.2 S on kv-- I -Fi- 3-2 771 ) 2. General description ofimprovement: 3. Owner information a. Name and address: Cn.txr J ott-e in%lL (-1f1M S b. Interest in property: i v3 AIJarsa,. Arc- - .SAN rti L k1 -Sz 71 1 c. Name and address of [cc simple titleholder (if other than owner): �4. Contractor: (name and address) SUPtgL.W-,a *Soo .5 'FobsYL- 12d- S. Surety a. Name and address: b. Amount of bond $ 11 G. Lender: (name and address) 7. Persons within clic State of sIrsgI� by 0�wloln notices 11cr documents.mny be serve povidcdbYSccion 713t13(1)()7.,rlvrida Statutcs• (name and address) ' X003 MAY 2 3 . 8. In addition to himself, Owner designates the following person(s) to receive a copylv[. t11e Lienor': Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and*ad'GEM IED�CUPY MARYANNE MORSE M IC IT COUICr 9. Expiration date of notice of conlmcncemetlt (the a piration to ism Ir Qli"L' TL FLORIDA -, of recording unless a different date is specified) - °�. cum Porn to and subscribed before t1'c3 ,s ^�_ day of _ aligg-natuVrof Notary Public) otaO Name fntarv's Com, n Expires:_______ (Signature r r Owner) Owner's Nanle i�l I,LI�1M'S Owner's Address— ,-�04 ,�'l- 3a 7 7 1 tj,L if.'-.-OTtMAT10N MusT nt! TYPED oR PRIWMD LEGIULY TO COMPLY WITH RECURDINO rtEOUIREMENrs.