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HomeMy WebLinkAbout121 N Bristol Cirv 1 t , CITY OF SANFORD PERMIT APPLICATION /,/_ tt_ _ eECEIVED 6( Permit # : — t�J� Date: rQ r 206 Job Address: e / i Description of Work: - L Historic District: Zoning: S �. " Value of ork: S' � � 40 Permit Type: Building v Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:-._-- / _'7 / A / 15V /T ✓ Phone: 4/0 % e P -:Z___< Contractor Name & Address: -IV C� L C��J�`_� �9 � „�� �/� /J/ %. _ State License Number: -0107 Phone & Fax: �fi 7 2 C� 2 /ir a j� Contact Person: Phone: �//Y '7 �� � �0-? 9 Bonding Company: � 7 ' - Address: Mortgage Lender: Address:-------- Architect/Engineer: G Phone: Address: lQ_ _ ,� 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 die 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 rr,. ,Mating 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 A.1-1 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 ma be found in the public records of this and there may be additional permits required from other governmental entities such as water management distric9r, state agencies, or federal agencies. A- *anc of ermit ' rification th t I will notify.the owner of the property of the requirements of to da d 713. I.- LL 0� W . tY ignarfire ofOV ner/Agent 10at Signature ontractor/Agent Date 0 odsXGP rt m Not 0 net/Age t's Name Print Contractor/Agent's Name 00- '1 zj a ureofNotary-StateofFlorida Date S na e o�j3d�8oyFState odf+J��lYi91 . N� Date* MY COMMISSION # DD 285822 e`EXP ES: March 23, 2008 ro g \oQ -ed Thru %gtctl°otM P idsner/Agent is Perso II Known to Me or Contractor/P en", Persona n e or y�Produced lD �— v Produced I ao- APPLICATION APPROVED BY: Bldg: zon Utilities: FD: Initial & Date) Initial & a (initial & Date) (Initial & Date) Special Conditions: r Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ... /re_web. seminole_county_title?parcel=07203150600001610&cpad=bristol&cp6/2/2006 Jfiir!a hi!•!dieObis CTA. h'ur� :: r' • • ' {� ;?i �:'•�yti�N� y APPRAEFsER 3EiifiQi_F{.`C2[frf7.cL. :: }Qyyyyyt •.:_r r.:. 407 - -M 7508 X 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-506-0000-1610 Number of Buildings: 1 Owner: FRAGE ERNST P & PHYLLIS R Depreciated Bldg Value: $127,192 Mailing Address: 121 N BRISTOL CIR Depreciated EXFT Value: $5,739 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $25,000 Property Address: 121 BRISTOL CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: BRYNHAVEN 1ST REPLAT Just/Market Value: $157,931 Tax District: S1-SANFORD Assessed Value (SOH): $99,674 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $74,674 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,145 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,432 WARRANTY DEED10/1989 02116 0084 $92,300 Improved Yes Save Our Homes (SOH) Savings: $713 2005 Taxable Value: $71,771 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENT LEGAL DESCRIPTION LAND PLATS' Pick... Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 25,000.00 $25,000 LEG LOT 161 BRYNHAVEN 1ST REPLAT PB 3 PGS 20&21 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1989 8 1,685 2,175 1,685 CB/STUCCO FINISH $127,192 $135,311 FAMILY Appendage / Sgft GARAGE FINISHED / 462 Appendage / Sgft OPEN PORCH FINISHED / 28 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1989 1 $1,150 $2,000 ALUM GLASS PORCH1989 570 $4,589 $7,980 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. *** If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. ... /re_web. seminole_county_title?parcel=07203150600001610&cpad=bristol&cp6/2/2006 s L— PLAT QF BOUNDARY SURVEY for: DESCRIPTION: Lot la / Bry/7 fig vet RECORDED IN PLAT BOOK .39—_PAGE(S)—_. 20 S- 21 PUBLIC RECORDS OF_S 1?1190/E_ COUNTY, FLORIDA. /¢/ L - - __ __9 I-� / 4-O /1/. 570 0 OZ ' S� "/v- 83. ¢ -5- t.o -U) _N . . . In N N 24.65' N (r Norte m Ia 10. 38.00' 2o.6�t' 4.d GOnG . �7- 610 cont, IV -O '•• L .k N NOTES I. GEARINGS BASED ON PLAT. ?. 0!NDICAT.ES IRON.PIPF. WI TH CAP..No, 2005. 3. 0 INDICATES RECOVERED IRON PIPE WITH CAP No 4. W INOIC.11TES 4"x4"CONC. MON. WITH No. 5. X INDICATES GROSS IN __ __ 6. A INDICATES REINF.BAR WITH CAP No. 2005 7. 8 INDICATES RE NF BAR WITH CAP No. _ a - VEHICULAR ACCESS RIGHTS TO ARE DEDICATED TO 9. ELEVATIONS ARE BASED ON NNI �r—�—t FtECi t'o: �vlhlGS BAr�IK. ,c�p�IlctZ.tGAN TI"T�L_l= Ir15URA/�lG�, Com. rl.ixn) cr.lrr 1 r• I c:nr I urI 1lascd un Lhc Ftnlr.ral 1`.nrc,r);rnr.y Ptaua);cmenL Ap.clIC.y f luod Irarard This survey meets the fninirnum tecltmcal boundry rlap, tare Lu i l d i n)! :; i t (. stondords set forth by the Finrido Fioord Sjr('wI1 hc.Ccun I)t)E.:; Nt)'1' 1.11: w i Llr in of Land Surveyors, pursuant to Section Llre 1.00 year r Loud 1I.iza rd 472.027, Florida Stotutes. %unc. „(-„ - NOT VALID UNLESS AVO 'E. INC, EMBOSSED WITH 846Cc>w-tV P,0� 4-27 50urt .t, SURVEYORS SEAL LONGWOOD FLORIDA 32750 TELEPHONE: (407) 830-9=160 F='c�unoln. � t=incyl S-F3��2�77 FINAL SCALE: STAKED i DOMINICK F. CAVONE PRESIDENT Florida Registered Lond Surveyor No. 2005. 1� L' i L SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A 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 HOST STRUCTURE OR FOURTH WALL FRAME i-- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS �:: ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL = EXISTING HOST STRUCTURE SCALE: 3" 1'-0" WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION v @ 8" O.C. BOTH SIDES CAULK FOR MASONRY USE ALL EXPOSED SCREW HEADS 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" :..Z . S.M.S. OR WOOD SCREWS @ a'•r�...... 12" O.C. o-- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY: FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE A I © COPYRIGHT 2004 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. __7 SECTION 3A 1, EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S.. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES )IDE WALL HEADER ATTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED TO ' 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 "ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 76765% PAGE c © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 313 GLASS & MODULAR ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2"x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2"x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN. SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 313-14 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS UNIFORM LOAD l a �- A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) L = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 • CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3627 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-0 _r .. _r -..-& -4 44n \AOU ..er.a-i4.r ucinn rineinn Innd of 11 fl1SF Sections 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0"1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 1 7'-4" b 6-11' b 6'-8" b 1 6'-5" b 6'-2" b 1 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6-11" b 6'-9" b 6-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5' b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0' b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 1 17'-8" b 1 16'-6" b 15'-7" b 1 14'-9" b 14'-1' b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5' b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" Snap Snap Snap 11'-3" b 14'-4" b 17'-7" b 10'-5" b 13'-4" b 16'-3" b 9'-9" b 12'-5" b 15'-3" b 9'-2" b 11'-9" b 14'-4" b 8'-8" b 11'-2" b 13'-7" b 8'-3" b 10'-7" b 12'-11" b t 7'-11" b 10'-2" b 12'-5" b 7'-7" b 9'-9" b 11'-11" b 7'4" b 9'-5" b 11'-6" b 7'-1" b 9'-1" b For 3 second wind gust at i zu Inrn velocity; using ucs1911 wau vo — — Tributary Load Width 'W'= Purlin Spacing Sections 3'-0" 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" bi 6'-8" b 6'-5" b 6'-1" bi 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" bi 7'-4" b 6'-11" b 6'-8" b 1 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b T-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-0" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 1 O'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 1 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-0" b 2" x 3" x 0.045" . Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-65% PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1& 2 Span 3 Span 4 Span Max. p p p Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1& 2 S an 3 Span 4 Span Max. p p p Cantilever 5 5'-1" d 6'-3" d 6'4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 1 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045' 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1& 2 an 4 an 3 Span S S Max. p p p Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1& 2 Sp p p an 3 S 4 S Max. an an Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" . d 0'-11" d 12 4'-3" d 5'-2" b 5-0" b 0'-10" d 12 4'-9" d 5-11" d 5-11" b 1 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 an an Span 3 S 4 S Max. p p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-1 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'13" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3'" 1 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" A" v AR" v n n9A" Rnnf Panel wl F7_I OCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'13" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 1 13'-6" 15'-1" 14'-7" 10'-5" 12'4" 11'4" 1 4'-0" S" v AR" v n n9A" Rnnf Panel wl F7-1 OCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16775" 15'-3" 17'-0" 16'-5" 13'4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16' 5" 12'-5" 13'-11" 13'-5" 4'-0" c•• .. AC" .. n n7A" 0--f 0-1 —1 F7-1 nf'IC Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-0" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-0" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 1 29'-9" 1 28'-9" 23'-1" 25'-9" 1 24'-11" 1 17'-10" 1 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-0" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 164" 14'-10" 4'-0" Note: Total roof panel width = room wicim + wan wiain + overnang EMETOLS USBTM Lawrence E. Bennett, P.E. FL # 16644 Building P rod u ct s L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American Way, Grovel and, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386) 767-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 SECTION 3A 1/4" x 6" 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 @ 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 SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) 00 TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - 1'-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > V-10" Notes: 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 slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (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 crack control fiber mesh: Fibermesh 0 Mesh, InForceTm e3Tm (Formerly Fibermesh MD) per maufacturel's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section 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" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767.6556 PAGE p @ COPYRIGHT 2004 3A -3H NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. m SCREEN M �+ ENCLOSURE ,L MEMBER BY OTHERS o CAULK BETWEEN WINDOW FLANGE v d SCREEN o ENCLOSURE a � #B SHEETNETAL o SCREW Sll o INSTALLATION i SCREVIANCHOR Z ^� _J NINDOW FRAAiE HERD U o !L 'J V IJ 411 V, v N ICl H04V EIG EH IGHT WINDCANFRANE SILL y m W I -- $at CAULK BETWEEN o VANDOWFLANGE - z &SCREEN ENCLOSURE g o H ENCLOSURE =3 MEMBER c� BY OTHERS 1 E o SECTION B - B SCREEN ENCLOSURE MEMBER BYOTHERS —\ CAULK BETWEEN WINDOW FLANGE – 6 SCREEN ENCLOSURE #8 SHEET METAL SCREW INSTALLATION SCREW ANCHOR WINOOIV WIDTH I PERhETER CALLK BY OTHERS SECTION A - A NOTES: (I) THIS PRODUCTJS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE_ (2) WINDOW AND VENT MATERIAL SHALLBE 606345ALUMINUM. (31 WINDOW VENTS SHALL BE RFNAVED WHEN WINOS EXCEED 75 MPH AS PER SECTION 2002.3 OF THE FLORIDA BUILDING CODE. (4) SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 118-_ USE SHIMS WHERE SPACE GREATER THAN VlW 13 PRESENT. (5)#8 x 0.750 SHEET METAL SCREW ANCHORS MUST BE USED. (BF MAX_ ALLOWABLE SPACING OF #B SHEET METAL SCREWS, WITHIN 6' FROM EACH CORNER AND SPACED 18' O.C. MAX. THEREAFTER. (7) CAULK BEHIND FIN WITH LATEX CAUIX APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. (8) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR 161ETALS TO CONTROL GALVANIC CORROSION. (9) JAMB I SILLCORN ERS AND ALLANCHORS TO BE SEALED WJTH SMALL JOINTSEAM SEALANT. (10)ALL INSTALLATION ANCHORS MUST 8E MADE OF A CORROSION RESISTANT MATERIAL OR COATI NG. 08 SHEET METAL SCREW INS'TALIATIO:N SCREW ANCHOR NOTE: TWO TRACKSYSTEM SHOWN, THREE AND FOUR TRACK SYSTEMS HAVE SIMRiAR DETAILS, CAULK SETVjEEN VANDGIJV FLANGE 5 SCREEN ENCLOSURE & 8 SH EET METAL SCREW INST,LLATION SCREW ANCHOR CUSTOM WINDOW SYSTEMS, INC. 981 N. E. 16th STREET OCALA, FLORIDA 34470 IIILt: CUSTOM WINDOW SYSTEM'S ACZYLIC GLAZED ALUMINUM SLIDING WINDBREAKER INSTALLATION INSTRUCTIONS INTO ALUMINUMPORCH ENCLOSURE, ENGINEER. DRf.\L41 BY: NICL "ATE' 1112,'04 DISCIPLINE, Sao -F-' - N.T.S. ' "GUNS CD1 r!�� REV. LETTER* SHEET 4OF6 38ttMCNADST- IICRiHI PORT. FL. 34286 PH94142'r1516FAX 9t1423-2425 P-umjtuqS�tEEr1 c8 ISif l..._4T7Y ENClf1:GRE ZoCA� SCFEv 4txKp EY CITPERS %', 1 SHIN AS REO LL 41 /�<SEE LCfES) C,-,-V.-� 1 f c1X FLM; afVEEY t SC-EEN £R _ESUS ''� II I[. FQAK W. -Al Ea r.NiER mne 0EISIT ! � COI? F'.QAFE SI.L ?Ek,:'UC3 CPULF. —t Sl' CIS 1 a a a a c 8 S j LIEER4__Y PFFLT Jj 1 .114• HIM Card CF SEr SILL i\ EN2E EKNI IN .ENRErE OR M:05't21 �, \ CIS (R_LA'IC1t PeCPER C[T17E£rE CR R'=12T ?!l6' ZIA rPFCCN BY ]rFEFT SECr[-N A—A �- :LHR 1!10TH cy SCPE': Fpir.J; IR. Sh!P. :�4:E �Lf}EaT.9v; [I• E Ca FRJ:E Volt -OPE JANB :S� N7 rE51 I r`"JNIM-4 i:REn is r _NCL�S4.E . j!ICNOEx 7r O:K� I I I Fx rC21� I JJ �r:lU( 1Sf•:�•.Y IE IYSTPU/•fB7iJ Bry.t .'LPhCE a S[RE�' A1.C1-0[ SrR2Ev EhCLCSLIE �CCT1❑N B-6 I I C NJ -Elf. PA'ERIPL PLL-%.L.t� PLLC I -Mg C 10.11^4 i .C4f `_LL'2 fLRY3E ! HE^? i _ANdS VjrN ATE% C4J_C A?F_:C--ACr E CR..L%CP ? SEALJI:HTS NJSr CCYp't Vlflt ' s_4'_RYr >iA•tu"ACfLYERS RE[O£Np.tTIL1t= 3) 18 INVALLs ICY SCFEv 4HCH-?S c FEAR L J4YBS C 'E T_4CEC 6' f5+�1=,s!,Er- 6 2i' CC MAX 19 S-?E'ii l 3E uWl (II AT C4 KhCE t t2) AT OLPL9L_r SfRI[: FLA"c. r2: A- ULD.JMCAL LCUC SI?RE Pl_4f_ V 9!16' Oro CD.CRE'E SCPEV Pt.Cucn 2 SIL'. +YISr ?:' E•F SUFFY..EM LEr1G7'i T3 AEHTvE KN EMSL0.YEar CF I-. 4• W*HPSURI CR CDCRE%E PAN. AI -LDV LE iPACRL EEr\�h :;f! AGUM AMFER rPFCCr15 FC :E 6' FFCM C�SJt: i 2F' 3C NAR LCCA11b4S Sl .. CLASS IS ETPLEJY D 15' ASS NUSr -C-CYP•Rri. IISLLAr ItZ CLASS PKJ SINGLE CLA£IhG PF£ all._If IE 6) SKIN AS ---Q'0. AT . 4:H IRS fu_L a rICN �tl^HC? •dI rt- Lao .EARM St:v F;r� A_LCVAfLE S`IIH 5T.4.:< i0 .E I!r LSE SFGHS !'HEP- SP4:E LS Ci•=4f EP. WAN 1l1i' J) IhSEF_L4f6Jl 45 SrArE� IEPC:N [C/•FL.IE> 1'i:Tt Tf FLC=10P CJILCE,JG CG]E ELEVATION VIEWED i R❑I� EXTERIOR rIDESIGN PRESSURE APACITY = E50.3 PSf Q.� �ISLIF4I.C. CEVIL F="=' N T.S. I ".'E"r: u SC -I 33 rL. :Ln •c) ;7162 x.• LLr.w HINTL CI% I orida Building Code Online Submit burcnarge i®: ,�:� Product Approval .,;,_ USER: Public User Product Approval _.Menu > Product or Application Search > Application List > Application Detail Category Subcategory Compliance Method FL1575 New 2001 Approved F Custom Window Systems, Inc. 981 N.E. 16th Street Ocala, FL 34470 (352) 368-6922 ext 206 Nancy@cws.cc Nancy Haldin Nancy@cws.cc Michael LaFevre 3611 Monad Street North Port, FL 34286 grand_sport_II@msn.com WE ,` John Bankey 981 NE 16th Street MAY 10 2006 Ocala, FL 34470 SEMINOLE JohnBankey@cws.ccPLANS Windows Wind Breaker Certification Mark or Listing https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDQt3e1SA1nEO.,. 5/10/2006 FL # Application Type ~k Code Version . ` Application Status Comments `f Archived Product Manufacturer Address/Phone/Email b r Authorized Signature gas Yr7 s+.4 t � M� Technical Representative Address/Phone/Email fi�r�. ^i "IPiN 1 11 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1575 New 2001 Approved F Custom Window Systems, Inc. 981 N.E. 16th Street Ocala, FL 34470 (352) 368-6922 ext 206 Nancy@cws.cc Nancy Haldin Nancy@cws.cc Michael LaFevre 3611 Monad Street North Port, FL 34286 grand_sport_II@msn.com WE ,` John Bankey 981 NE 16th Street MAY 10 2006 Ocala, FL 34470 SEMINOLE JohnBankey@cws.ccPLANS Windows Wind Breaker Certification Mark or Listing https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDQt3e1SA1nEO.,. 5/10/2006 ,on- da Building Code Online Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified BY Product Approval Method Date Submitted Date Validated Date Pending FBC Approval to Approved Keystone Certifications, Inc. Standard ASTM E 330-02 Method 1 Option A 01/26/2004 01/26/2004 01/27/2004 03/03/2004 MAY 10 2006 SEMINOL.E C')'..='. PLANS EXAM - Da -r .tion of Products enema yDescre # t4odel, Number or Name Slider 110x96 Horizontal 1575.1 Acrylic certification Agency Ce Instruction Limits of Use (See Other) for use in HVHZ: Installation Verified BY: ,Approved Approved for use outside HVHZ: ,Impact Resistant: Pressure: +/- Design other' 4T Vertical Pin 48x72 1575.2 Vinyl Certification Agency CO Instruction � limits of lyse (See Other) for use in HVHZ: Installation Verified 8Y: Approved for use outside HVHZ: Approved Impact Resistant: '. Design Pressure: +/- other: 2T Horizontal SWdetr 72x7: 1575.3 Vinyl Certification Agency Ce Instruction Umifis of Use (See Other) ,Installation Approved for use in HVHZ° outside HVHZ: Verified By: Approved for use Impact Resistant'- esistant:Design Pressure: +/- Design :hoter { 2T Vertical Pin 48x72 -� 1575.4 Vinyl Certification Agency Ce Instruction Limits of Use (See Other) ,Installation Approved for use in HVHZ: outside HVHZ: Verified BY: ,Approved for use 3e1SA1nE0... 5/10/2006 .fl oridabuiiding.org/pr/pr app a�.aspx?param=�'GEVXQ�� https://www all In 111 11 ®91 if ®@I I®All II III el IBI II III II 111►I 11111 Iil I Illl NOTICE OF COMMENCEMENT MARYANNE MORSE CLERK OF CIRCUIT COURT This document pre by: Name: r J"� '� t� SEMINOLE COUNTY �• Address: 06270 Pg 0876; N pg ) /• :� :. r% CLERK'S # 2006089423 /CORDED 06/02/2006 01:32:44 PM STATE OF FLORIDA COUNTY OF SEMINOLE TAX FOLIO # (Complete E. BBailey EES 0.0 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) � � y1` �i�"r��--� 4� / (� � � e�-�1-•y! fes' Y � �-"t % 7,/ GENERAL DESCRIPTION OF 11"ROVEMENT: OWNER NAME & ADDRESS r l// S /---r OWNERS INTEREST IN PROPERTY (Fee Simple, Partnership, etc.) le NAME AND ADDRESS OF FEE SEVIPLE TITLE HOLDER (If other than owner) • •.L i CII•—G'W 1 AY �,r�tF ID4 Prager ei% IrA CONTRACTOR NAME & ADDRESS: 2938 Stonewall PL =CLERK OF CI CULT COURT_ Sanford, FL 32773 SEKINOLE 01 N F ORIDA 407-32A 9960 SURETY (Bonding Company) NAME & ADDRESS: Amount of Bond: BY Persons within the state of Florida designated by owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statues: Name and Address In addition to himself, owner designates the following 713.13(1)(b), Florida Statutes: Name and Address: Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a receive a copy of the Lienor's Notice as provided in Section specified) 22 Ph'141t-�S C- r�5 Printed Name of Owner STATE OF COUNTY OF S f %n,d 1 (.-- The foregoing instrument was acknowledged this Iof J 20 by ?1) y t <; who is personally known tome or has produced (--1124- v 0 0 U ^ I Z 2 hype of identification) as identification and acknowledged that he/she signed the instrument voluntarily for the purpose expressed '10L)V (DEFOREST oNy a4,d, C;10':ary PuNic, State of Florida Signature of " M. expires June 2. 2007 gnatur Notary Public, State of Florida )C 216817 jQ (t Pant, Type, or Stamp Commissioned Name of Notary Public .