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2551 River Landing Dr - BC08-002666 (SCREEN WALL ON EXISTING PAD) DOCUMENTSSep 18 2008 10:59nM CITY#OF#SANFORD t r 4076885152 s P. CITY OF SANFORO PERMIT APPLICATION Q Application #: D J - 14 0 (10 4-0 Submittal Date: 9 Job Address: _ 2 `J S 1 R- J eC Uknal Value of Work. $ 4 15 . CIO Parcel ID: 2(a i9'" 3O - 5'`y -0ew- 1 0 0 zoning: Historic District: r Description olwark: SCRflsta W1311. 0w 1`X)ST Cope REi - Square Footage: o........... ...•.......... o...... 0......................... Permit Type: Building ® Electrical Mechanical Plumbing Fire Sprinkler/Alarrn Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service O Temporary Pole D Mechanical: Residential 17 Non -Residential Replaconneot New (Duct Layout & Energy Cale_ Required) Phtntbtmg/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines fiumbing/New Residential: # of Water Closets Plumbing Repair - Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: __ Flood Zone: (FEMA faro required) Property Owner: M 1 C-hOMCJ Contractor: Ste+ •5`, 1n Address• 5ro C40h 14 l efli-ff-4- Address: CNP'e LoV,e. Mary , FL 3-214te {si 55e1 berry, (=L 3Z-07 ni~' PhoriB(-TOO E-mail: Pttobe' 6 01178 State License Number: C Bonding Company: Address: Mortgtige Lender: Address: Architect/ Engim er.15enn--1,' d--JChr"Gi•i•• S\ICS. Phone: 3 to -14li' Address::N J 4enrbef+ tAr- PO4 Oron g e , FL 3 21 Z9 Fax: 3 Sir `a; + Plan Review ContactPersonwon G-et n51er Phone:4M Z30- Farr 8 E-mail: b0hb+-c 1-1'7 8 419 I Appivation is hereby made to obtain a permit to do the work and installations as indicated. : certify that no work or installation has commenced prior to' issuance of a pertrrit and that all work will be pedbraied to meet standards of ail laws regulating construction in this jurisdiction. I understand that a sepm permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing inforawioa is accurate and that all work will be done in cornpliance with all applicable i consaucdon.and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE FIRST INSPECTION. fF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOI NOTICE OF COMMENCEMENT. In addition to the requirementsof this perntit, there may be additional restrictions applicable to this property that may be found in the public tece this county, and there may be uddifional perntits rt, ' d from other governrnental entities such as water nwiagernem districts, state agencies, or federal al f Ac is ion that I mat y the owner of the of the requiroryptts f Florida Lien Law, FS 713. Si o tmer,`Af Date Signature of Contractor%Agent Date P VUft jar!? -Donaad G • G e'551er T erlA rru's Contractor/ Agent's Nam 0 toe of Notary - State of Flo ' ,Pa Ug,.. NotbliC State of FloritiZf a of Notary -State of Flo 'da Date a° `, Jenna Hermans G My Commission DD669642 9lF OF f _ Expires 05/02/2011 0wneo'Agentis nalI Known to Contraetor/Agent is _ ersonally Kno _ to Me -or Produced ID ,TProduced ID APPROVALS: ZONING: - ` "` UTIL: Ft1: ENG BL h Special Conditi o=\ Rev 07.07`, S REcFIvFD EP 2 3 ZDB Sign I48t-1 R3 4 - n4 MT s regulating NICE FOR FORE THE ING YOUR ds of 0 t0 O N p r: No, Ww t a o z ox uJ oMV o•5 z O z 0. M - ^ E CrZ 0-5 m 5 Herx *' sissociates Inc, Land Surveyors 769 Douglas Avenue, Altamonte Sowings, Florida. 32714 (407)788-8808 Member or the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE TABLE CURVE LENGTH RADIUS Delta C1 39,87 98.50 23'1133" C2 21.47 96.50 12W'12" Tract "A" Open Space, Access & Drainage t I X 8 t9L0M,N0(vj 5CKIFEnl WRLL UNbCZ :X)ST' CA1JG. scot- / N54 02231 "W 189. 97' Plat 190. 01 ' Calc ca 20' .: 30' :; :: 00' 25 _ 25. 21. 36. A Q,: vrJ) ,/ / /p . / / Bn"aroni l ls/ y= W oor leee 3 4 CLot +J 6 , n N -4 1 850 L 011 7 . 12 r F 32 hi ti td2, rn SqL rn' 2;r cfl qLot 14 A . t ° r t o ti , ' o / JS S AFL o o m m C-0 C _ 1 ' ux a$ eTtt 1 00, 25. 2130' W36.21' C2 N54 22' 31 "W 132 52' C/C EL: za. r 0 PCP —PCP _ Lot 6_ N54° 22'31 W — G/L Tract " B" A. (RAN Varies) Access iw 5 LEGAL DESCRIPTIONLot- 12 'Riverview Townhomes`, according to me prat thereof as recorded in plat book at pages) of the public records of Seminole County, Florida. FLOOD HAZARD DATA. The parcel shown hereon lies within flood zone X' according to the Flood Insurance Rate Map community panel number 12029"045E dated 411711995, Map Number 12117CO045E Flood Zone determination was performed by gpahic plotting from Flood insurance Rate Maps provided by FEMA. No field•surveymg eras performed by this firm to determine this zone. The exact zone location can onlybe determined by an elevation study. We assume no responsibility foractuat flooding conditions. General Notes: , r y 1. This is aBOUNDARYSurveyperformedinthefieldonit110/ t j f ' / . 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. J. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, it any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to aN easements reservations, restrictions, and Rights -of --way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The iegal description shown hereon is as furnished by client. TIPlatted and measured distances and directions are the same unless otherwise noted. 8. -:Copies of this Survey may be made for the original transaction only. Denotes %" iron rod with plastic cap marked LB4937, or Z-iron rod with red plastic cap marked ' witness Comer. unless otherwise noted O Denotes P.C. P. (Permanent control point) Denotes.Petmanent Reference Monument 2006 Herx & Associates Inc. AN rights reserved Cert/frcatfon: Nor va/ kt wi hocf s slgna and the orig sod seal of a Florida 1lcensed Surveyor d Mapper Survey reels 210 requremen of the Flor - Hkrw»um r ui at s as contained en C.lizptei t7-B Adminisrra ve rorrrr Wiliam A Herz, P. L. S Fkrjc a register and Suneyor Nu 3182 Wrae L Przenv"-e r ck+, P.SM Regrstere u -)- aid Mapper Mo. 6030 Vt%am R. Herz, P S. M. Re9isterod S(jrrey,.* and Mapper Ma 6092 t+erx d Associales Inc , S1ato of f7aida t B a937 Building # SETBACKS: Front 21. 5' Side: 7.17' Rear 4.5' Corner. BEARING BASE.' The eastern plat boundary as being N00'10'00W Vertical datum is based on engineering plans as provided by the client Legend Temporary Berichmark O/ S Offset assumed datum) O_R a Of6ciaf Records Book BOW Bad*olsidewalk PB Plat Book CA CeMeAie PC Pont of Cwvature t Centrat or (Deira) Arg1e PCC' point of Compound Curvature CALC Calculated P.C. P. PermanewComraPoint Ca Chord 9 a PG. Co ChordP. RAW. PermanwarRetvenceMor7umezt C.M. Conceele Monumem P/L Property Line EL. or ELEV Elevation ( Proposed) P.O.B. Foot orBegu rrrg FINAL EL. Elevation (Measured) P.O.C. Point of Coavnencefftent FD Found Pi. Pont of tntersecOon Fin Ft. Ekiv. Finished Floor Ekwatron PRC. POW of Reverse CwvaPwe I P. Iron Pipe PT Poi» t d Tangency t R tron Rod R Radius L Arc Length RAD Rada1 Lire 1-8 Licensed Business RES Residence LS Land Suiveyor RgM- orFWay Mea Measured Tam emporatyBenchmant M/ O(NAP) Mad and Disk TY.P k al N.R. Not Radiisymbol ( see drawM9) X—X- Fence $ymbad (see drawrnq) Sketch of Legal Description This is NOT a Survey Drawn by CAA Checked by' DP Prepared for. MA Homes Job Number. 07-005-01 Scale: 1' = 40' Plot Plan Performed. 06-1847 Foundation Survey: Final Survey. - Revisions: o F oRl,ryNao L.L.C. Lol- 1-z Rlunw1Ev.l Tow,lNor1ES I l E it i exSCOFAED5wj lX'LT i F' 2x2 i 2 3 zx3 sr-nf. N pooR i i Ixz yz 3a + 8 PERMIT # _ e9g DATE: _ g gq ONALD G GEISSLERJR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX h t J i SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS General Notes and Specifications: 1. Certain of the following structures are designed to be married to Site Built Block, wood frame or DCA approved Modular structures of adequate structural capacity. The contractor / home owner shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If the home owner / contractor has a question about the host structure, the owner (at his expense) shall hire an architect, engineer, or a certified home inspection company to verify host structure capacity. 3. The structures designed using this section shall be limited to a maximum projection of'16' from the host structure. Freestanding structures shall be limited to the maximum spans and size limits of component parts. Larger than these limits shall have site specific engineering. 4. The following rules apply to attachments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile / manufactured home shall use "fourth wall construction". This applies to utiliy sheds, carports, and / or other structures to be attached. b. "Fourth wall construction" means the addition shall be free standing with only the roof flashing of the two units being attached. The most common "fourth wall construction" is a post & beam frame adjacent to the mobile / manufactured home. The same span tables can be used as -for the front wall beam. For fourth wall beam use the carrier beam table. The post shall be sized according to this manual and/or as a minimum be a 2" x 3" x 0.050" with an 18" x 2" x 0.044" knee brace at each end of the beam. c. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached to, then a "fourth wall" is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing walls, floors, and ceilings are considered infills and shall be allowed and heights shall be selected from the same tables as for other screen walls. 7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 9. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to a wind velocity of 120 MPH. 10. Spans may be interpolated between values but not extrapolated outside values. 11. For Design Check List and Inspection Guides for Sreen, Acrylic & Vinyl Rooms, see Appendix (Section 10). 12. When notes refer to screen rooms, they shall apply to acrylic / vinyl rooms also. 13. All gutter systems in which the back of the gutter is at or above the pan rib or above the top surface of a composite panel roof shall have a minimum 2" diameter hole in all gutter end caps or alternate water relief ports in the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM B221 after powder coating. 15. All aluminum shall be ordered as to alloy and hardness after heat treatment and paint is applied. Example: 6063-T6 after heat treatment and paint process. 16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAMA NPEA / NSA 2100-2 for catagory I, II, & III sunrooms, non -habitable and unconditioned. 3A-i SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity: using design load . f 11 n tucF J Tributary Load Width W' = Purlin Spacing Sections 3'-0" 1 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" Allowable Height H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-6" b 6'-11'. b 6'-6" b 6'-2" b 5'-10" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b A7- 2"-x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5' 11" b 5'-9" b3" x 2" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 3" x 2" x 0.070" Hollow 117-1" b 10'-3" b 9'-7" b 9'-1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7'-3" bi 7'-0" b2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 1 7'-0" b 7'-2" b 6'-11" b 6'-8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10'-8" b 107-2" b 9'-9" b 9'A" b 9'-0" b 8'-9" b2" x 4" x 0.046" S.M.B. 15' 6" b 14' 4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10' 6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 17'-l" b 16'-0" b 15'-l" b 14'-4" b 13'-8" b 13'-l" b 12'-7" b 12'-l" b 11'-8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-l" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" bi 8'-1" b 7'-8" b 7'A" b 7'-1" b 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 1 l'-3" b 10'-5" b 9'-9" b 9'-Z' b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" bi 5'-11" b 5'-9" b 3" x 3" x 0.060" Square 4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'i4' b 7'-1" b 3" x 3" x 0.093" Square N24'-9"b 10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b 11'A" b 10'-11" b 10'-6" b 10'-2" b3" x 3" x 6.125" Square 8" b 16'-7" b 15'-7" b 14'-10" b 14' 1" b 13' 6" b 12'-11" b 12'-6" b 12'-l" b4" x 4" x 0.125" Square 11" b 21'-5" hi 20'-2" b 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15'-8" b Sections V Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-6" 7'-0" 1 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" bi 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-l" b 6'-8" b 6'4" b 6'-l" b 5'-10" b 5'-7" b 5'4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" b 6'4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'4" b 5'-7" b 8'-11" b 8'-5" b 70" b 778" b 7'-4" b 7'4" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9"' b 8'-2" b 7' 9"-b 774" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" bl 8'-l" b 7'-8" b 7'-4". b 7'-0" b 6'-9" bj 6'-6" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10- b 11'-11" b 11'-l" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'4" b 127-6" b 11'-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 16-11" b 14'-11" b 14'-l" b 13'4" b 12'-9" b 12'-2" b 11'-8" b 1 V-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'4" b 2" x 2" x 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b 6'-4" b 6'-0" b 5'-9" b 5'-7" b 5'-5" b 2" x 3" x 0.045" Snap 897" b 8'- 11" b 8'-5" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'A" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-l" b 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'A" b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'A" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 1 V-7" b 1 V-0" b 10'-7" b 10'-2', b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1 17'-9" b 16'-6" b 15'-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-l" b 11'-8" b 1 V-3" b 4" x 4" x 0.125" Square 1 23'-0" bj 21'-4" b 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" b 14'-7" b 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. REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #- (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-25 SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES COPYRIGHT 2006 TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 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 & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386)767-4774 Fax #: (386)767-&'-% Email: lebpe@bellsouth.net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-7 RES WITH WOO FMESECTION4ISTRUCKALUMNUMROOFSYSTEMS WALLS EMS fJo i '. 125 VLA JS xAP'11-+E'er EX STIN(, r1(S?i 1 S G c,2 i'E . TOP 1XZ, io COWCRC, E M>5-9x Z' 0k- 6-,OVA POST J-H15 15 H t O f2l Ly 6C 40 0. 0 j 300 LU fc'D fZ1 JC> W LL TYP. UPRIGHT (DETERMINE HEIGHT PER SECTION 3 TABLES) 10 x 1-1/2" SCREWS (3) MIN. PER UPRIGHT TOP & BOTTOM 2) 1/4" MASONRY ANCHORS PER SECTION 9) INTO CONCRETE EXISTING WOOD BEAM OR HEADER 1/4" x 2" LAG BOLT (2) PER POST 1" x 2" TOP AND BOTTOM PLATE SCREW 2'-0" O.C. EXISTING FOOTING f. ALUMINUM SCREEN ROOM (NON LOAD BEARING) WALL UNDER WOOD FRAME PORCH SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona,A 32121 Telephone #- (386) 767-4774 Fax #: (386) 767-556 Email lebpe@bellsouth.nel PAGE © COPYRIGHT 2006 4-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E r, ._ d_ _ .... — Lawrence E. Bennett, P.E. 315 Herbert Street Port Orange, FL 32129 386-767-4774 fax: 386-767-6556 January 1, 2008 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements Dear Building Official/Plans Examiner: This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2008. Authorization is on a January to January basis regardless of the edition of the manual. This authorization also applies to contractor master file drawings, "ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. The following contractor/company is hereby added to my 2008 MASTERFILE LIST: Donald G. Geissler Jr. Sun State Siding Inc. 161 N. Cypress Way Casselberry, FL 32707 SSC048423 Should you have any questions, please contact me at your convenience. Sincerely, Lawrence E. Bennett, P.E. #16644 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: [ (3- 2 - 0 8 I hereby name and appoint: G ar-I an agent o£ Uh t CL k n k Name o ompany) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Qr The specific permit and application for work located at: I 2,55( (ZiyU Lcuu4 tnG -Dr . ern p- Lo4 1-2-Pi vea v 1 eu7'6:'1e5 Street Address) Expiration Date for This Limited Power of Attorney: -0 LicenseHolderName: - d- - ( ei S5(,-r— State License Number: f)CC(o 41N a 3 Signature of License Holder: STATE OF FLORIDA COUNTY OF Se,yn - The foregoing instrument was acknowledged before me this 2 day of oe ob'-i' 200 S , by d G . G et 5-5(Pr Tr who is cPpersonally known to me or o who has produced as identification and who did (did pat) take an oath. Signature I 4 ry\0 M S ay) P'C NotarySeal) .. Print or type name Notary Public - State of Commission No. 44 ROMA M. SHEPHERD avo ., Notary Public - State of Florida MyCommissionExpires: roe My Commission Expires Oct 5, 2010 N, o;: Commission # DO 569635 0. F P1` Bonded by National Notary Assn. Rev. 3/27/07 )