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HomeMy WebLinkAbout323 Springview Dr01- 119V— CITY OF SANFORD PCIR 9IT APPI.14'ATION Permit p : , lGate: _ Job Addresa: Description of Vb'orkct,�,J „��'Z �=�lr��}-- -zs-©-? RECEIVED FEB ® 9 2007 Ristoric DWrkt: �. Zoning: Value of Worst Permit Type, Building Electrical _. _ Mcchrnical Plumbing Flre5rmnklea/Alarm Pool___ F,l"Irkal:New Service -#ofAMPS�._._ Addition/Alteration _ Zliangeo('Servcc • Temporary Pole Mechanical: N*Wcntaal _ NotrRcsidential Rcplttactttcnt Ne:w (Dilct Layout do F..ncrgy Caic. liequired) Plumblrtg! New Cemrmcrclal: # of fixtums tl Of Writer & Sewer Linen^;_-� 9 of (3as Linea PlumbinglNew R*side ntiatl: 11 of Water Ci xcti P'llimbinp Repair - Kcctcic+ttlal at• Commercial Ocettpapey Type' Residential ) Commercial Industrial . Total Square kbotage: Construction Type: # of Stories: # of Owelling Units; .Flood Zouc: (F'E:MA form required for other than X) 7_67 •- Chap .- cj1(6Cj _ (Atta.:h Pauut ur tRYrict nip & Legal Description) Owner$ N*sne &Address: �/��a�-) 7wTc2o 3z3 ��2�iU(� U Fn-. 2 Lj , ,Zi 327'73 Phone: J 2 �— 5"78 — 0S-3 q - _.. _ Contractor Name & A;ddreas' S c a,tet_:' `a AL ci w U �} �` ✓fit ! V<c� 3-27'52 Slstc I.icatsc Number: �i�o7 67L-, kDa S�,S-7csO Plane&Fax;j7�o T�r�d/�v?dam' Sb CotttactPer +n: NM/, " -K-78 fGSao 30Z _,...._.. Phona: Bonding Company: Address: Mortgage Lender: Address: nrehtreeUEaglneer: ,., Address: Mope:... Fax: _. Applicatirat is hereby tnwk to obtain a Im, nit to du thes wcA- atnri ittstalEatiom as indicated. I certify that rm work or ittsaltaiian has commenced prior to the isswance of a permit ani that All work will be pc MIXxl to Mad standards o£all laws regulating constn,((knj in this,jurisdtction. I uttdastard that a separate yetmit must be rxtuvd for GLI CTRICAL WORK, PLUMHING, SIGNS, WELLS, FOOLS. FURNAC:t). BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. Q M Mi AFFIDAVIT: I certify that all ofthe tnrepoing inf nTMtiEm is aceuratc mjkt that all work will he skate in compliance whit atl applicable Paws regulati np ranstruction and?ening. WARDING 10OWNER: YOUR. FAILURE TO RECORD A Nt7ilCE OF COMMENCEMENT MAY R1=SUL•I• IN YOIJR PAYING TWICE FOR IMPROVEMENTS TOYPROPERTY, iF YOU IN17END TO OBTAIN F INAI�CIP.G, CONStiLT WITH YOUR LLAlDEfi t7R AN ATTORNEY HCFORE RECQR0V4G YOUR NOTICE OF COI~tMLTICEMENT. AtCf1lM: to trdditian to tIk raxlui ymrnts of this permit, thorn may be additional fesaictiunx applicable to this prtTerty thAt ntay be found in the public torch of cr ,hep may be additional pctrnita xcyuirad frond rnincr gOvGttttttefttal t tttitics cae}t as unlet manegertxxtt disttictc, stale ttgtsnCies, Or federal apctteics, ]Got Fps it vcrificatiort dttt (wilt r1Qt(f} the Ownef Of the Froom_.: of tht requirrnte c 'Florida Li w, F "713, N mZ ^ E. trot" offhvner%A}; - - e tt g' turcofCAn ct dA z at ari E c nt Ow: Agent s M-�-F PrttN ractor4.gertt'9 Na camc ieturcOf V�&b� O cry-SidteaCoff 4 ! ,it urvof ..4ry-State yrI-Inn' a PUBLIC -STATE OF FLORIDA Dn1it73i4�, 4g82o50 6092 ing Ce:, ice, 11, cdAgcat is Panr0naPly Known to Me or C'wwn l0 Me or nnitxrd ID_ Produced 17 Ap APPROVED 013 : Bid •,_ Zan' - ...._ _....._... , era: (tniziai , tt) (Initial aQ. Date) (Ir,itihl & Data) (initial & Date) Special 0.1 ii it it"": $15` LIMITED POWER OF ATTORNEY I hereby name and appoint Wd I1'cl of in fact to act for me and apply to scq 1 c, G' for a BUILDING at a location described as: Section 2 --� O -� DATE to be my lawful attorney permit for work to be performed Township Range Lot Block Subdivision 6 t -due( ) izL ui j ( aq (Address of Job) ScAa[nm 3 2,3 tJ►r cam( Ln - (Owner of Property and Addres) and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Print ria4Vof Certified ntracto , icense # Signature of Certified Contractor Acknowledged: 4�3UA Sworn to and subscribed before me this Day of A.D. 20 Notary Public, State of Florida (Seal) My Commission Expires: I2'— L ROBYN ,. o r• WHITAKER0Notary Publicata � Rodda sDe8 wry COMM exprec2.20 No. 00376604 1-4854 encY,In45c. (800) A 3on0e __ __ _ _ ___., _ -r- -.y < .FFA I III IVIIIIdL>ui1 Uy rarcei mmeer Page 1 of 1 http://www. scpafl.org/web/re_web. seminole_county_title?PARCEL=10203050700000180... 1/31/2007 4B DA.YID JOHNSON, CFA, ASA A^ PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST sT SANFORD, FL32771-1468 16 1 10 A J, 407-665-7506 1� ly 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-507-0000-0180 Number of Buildings: 1 Owner: SANTORO JASON Depreciated Bldg Value: $128,606 Mailing Address: 323 SPRINGVIEW DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 323 SPRINGVIEW DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE 3RD ADD REPLAT Just/Market Value: $155,206 Tax District: S1-SANFORD Assessed Value (SOH): $115,349 Exemptions: 00 -HOMESTEAD (2004) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $90,349 _..... ,.� Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 09/2005 05888 0041 $100 Improved No 2006 VALUE SUMMARY CORRECTIVE 11/2003 05114 0223 $100 Improved No DEED Tax Value(without SOH): $2,389 2006 Tax Bill Amount: $1,723 WARRANTY DEED 08/2003 04985 0039 $127,000 Improved Yes mes (SOH) Savings: Save Our Homes $66 $666 6 WARRANTY DEED 05/2003 04900 154;x' $102,000 Improved No Taxable Value: $8 WARRANTY DEED 03/2000 03853 1593 $93,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 12/1993 02700 0441 $74,500 Improved Yes ASSESSMENTS WARRANTY DEED 09/1984 01582 1957 $63,400 Improved Yes Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Frontage Depth I -and (Unit Land PLATS: Pick... Method Units Price Value LEG LOT 18 (LESS NLY 30 FT) GROVEVIEW LOT 0 0 1.000 26,600.00 $26,600 VILLAGE 3RD ADD REPLAT PB 26 PGS 9 & 1 BLJILD114G INFORMATION Bid Bid Type Year Bit Fixtures f3ase SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1984 6 1,455 1,971 1,455 CONC $128,606 $141,325 FAMILY BLOCK Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft GARAGE FINISHED / 504 NOTE: Appendage Codes included in Living Area: Base; Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded pf?p2rty your next ear's property tax will be based on Just'Market value. http://www. scpafl.org/web/re_web. seminole_county_title?PARCEL=10203050700000180... 1/31/2007 s �� JAb name: +S—n s n 4� r e ® UPERIOR Job number: C-) --2LS Z ALUMINUM INSTALLATIONS, INC. Date: a -Z - Drawn by: 4,,, ..i Scale. /4 = I Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy ZI-3 „ ........„..,................ �................. „........,.....,...', ..„„........,...... ..... q T Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 ,.FBC109.1 il OF SURVEY DErPCRIPTION LOT RECORDEDLESS N PLAT BOOK NORTHERLY I PAGES 9 & Ei LAT OF 0, Pl QLIC; GROVIEVIEW VILGE RECORDS OF SEM NOfLE COUADDITION, TY FAS Ri LO DA. f•wi ,'V01' PLATTED Z- NOT INCLUDED +4 63`36'10" c 123.78' OESC S 64"07'14" E 123.82' MEAS I PLANS REVIEWED 322 . F SAN F`OAb ��, 59.5 o I STORY BLOCK ADDRESS #323 n 4- 20" N ev !4' --a 6$ d��C17�r117L}l1 'y1� �.q'! g' F+h2t'n "�47 lS'. Q O1 CURVE DATA ® = 35'16'21" R = 75.00' L = 46.17' CHORD 45.45' PLAT N 81'14'47' K/ 45.44' MEAS °' DRIc DFJ 3C'26-7D-LOT?8 NOTE' LINDER5ROUNG UTILITIES AND FOUNDANONS HAVE NOT BEEN SHOWN. SET N&D L9 106 I/ O� n� FND. 518- IR G LFGPs"r�°D w__ KEV I Z) I uN�-'- --- s Jy : F a. 0 HACK OF CURB_ J C� SCA! E Ln 20.7 C8W CM - COaUCRErc' LaLG:;!x vtALi - CONCRLtE rtGNUMErrr €:J L] i � COVE) - COVERED O � THIS BUILDING LOT IS IN FLOOD ZONE X. LMSc0 ON CS O LINK PENCE - CHAIN CONCRETE - CONCRETE CW - CONC17VE MALKWAY CONC. D)' _ 27-- ' cF o 7.SF o CN N N � 7.64' V7 V) BOUNDARY SUR'✓EY CERTIFIED T5JASON SANTORO & VINCENT S. SANTORO, ALL AMERICAN TITLE. 4 225.00- ,24.8f' 25.00224.8f' TOTAL P.O2 LFGPs"r�°D w__ KEV I Z) I uN�-'- --- s Jy : F a. SC - HACK OF CURB_ SCA! E CAf.0 - CALCULATED CENTERLINE C8W CM - COaUCRErc' LaLG:;!x vtALi - CONCRLtE rtGNUMErrr i - COVE) - COVERED M. A. THIS BUILDING LOT IS IN FLOOD ZONE X. LMSc0 ON CLF CONC LINK PENCE - CHAIN CONCRETE - CONCRETE CW - CONC17VE MALKWAY C INSURANCE RATE MAf'. N0.120794 0045 E. CP - CONCRETE PAD DE .. DRAINAGE CASEMENT FF ,,g Inc.LQOD an(d Surveying, ICITY Of SANFORD, g0rffDA O£SC CENTRAL ANCLE - DESCR1PrrON IrE rP rp - TASEMENi .F, -FON PID FLD0.4 ELEVAr,(1Il ,-``�-----•-----,F� IRON PIPE 'y -- — BAR?NG STRUCTURE BASED 11N THF. CENTER OW - O'6EWAv - {rte'-..; LINE OF SPRINGVILV DRIVE. E/P fNtl - EDGE OF PAVEMENT - F'OUND L Ol - AAG LENcrN - Chl TLIM AL NED 4515 Curry Ford Rd. A MEAS - IRON ROD -MEASURED P*M - PLAT & LOEASURCO v Sulo C PC - OI & O1C CURVATURE PG8 POC Rlw - POINT GF BEGINNING _ POINT OF COMMENCEA4CNT - RICHr OF wA r CrBRnl�q T'.R• ��'� j d Andrew t•�W PE�TG�''A RC - RADIUS 5 P H. 4 07 8®8 -455 7 reP _ IyPr� U9 WF - URL1rY' BQ# - WOOD FENCE �1 y FAX 407 696 481 4 Pra'PSS'orint Surveyor & tfnpper jtT?24 UE - UTILITY EASEMENT :.ICENSE BUSINESS d - NVUeER '"- t,salr kI ,...N 571U0 NfJ}KaIJ TtiE 51GN4TUHf Am THE LRIaNat WD 'SM d ;'i...alf r�dsurvevinaCAOL.cam LB f7084 SF�t � ral+S rlaRld4 UEENSED StlrtrErOA u+0 U__ 1 TOTAL P.O2 SCREEN, ACR)) LIC & VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) H 1, HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPE® SOLI® ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME �- 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) 76765% 1 O NOT OI BE REP ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAG3A-1 A -1 I SECTION 3A 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.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRVL9C & VINYL ROOMS 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 T'O BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 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.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"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"= 1'-0" Lawrence E. Benne44, P.E. FLS# 16644. PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT `°�OF (� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 p A �) g `�1 RD TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE - @ COPYRIGHT 2604 �g3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A 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 SACK 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 VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE: SOUTH DA 67-477 FL 32121 g TELEPHONE: (386) 767-1774 Hp FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 1-1/2." S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SECTION 3A RISER PANELS ATTACHED 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.) SCALE: 3"= 1'-0" 'PLANS REVEWE® Lawrence E. Bennett, P.E. FL # 16644 C N �j Y OF I}Mi � N � ® CIVIL ENGINEER - DEVELOPMENT CONSULTANT it Y R� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD A B L C 2 SPAN UNIFORM LOAD l A, B 1 OR SINGLE SPAN UNIFORM LOAD Z 1 l A B C D UNIFORM LOAD 3 SPAN D L 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 POR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX , SOUTH DA Fl 32727 TELEPHONE: (388) 767-4774 PLANS VI ® E PAGE FAX: (386) 787-BSCITY OF SANFORD 3A-�=NOT 804 EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i SECTION 3A I 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-6 For 3 second wind oust at 110 MPH velor_ity- iminn rincinn lnnd of 11 ;d/-qP Sections 3'-0" 1, 3'-6" Tributary Load Width TV= Purlin Spacing 4'-0" 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-6" 1 Allowable. Height 'H' I bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'4" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 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 T-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 8'11" 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 17'-8" b 16'-6" b 15'-7" b 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 1T-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b T-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 1 15'-3" b 14'-4" b 13'-7" b 12'-11" h 12'-5" b 1 11'-11" b 11'-6" b 11'-1" b t -or 3 second wind oust at IZU MIM velocity: usina desian load of 13 AISF 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' I bending'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 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" b 7'-4" b 6'-11" b 6'-8" b 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 7'-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 8'4" 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 10'-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 154" 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 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b T-0" b 6'-9" bi 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'4" b 9'-4" b 8'-IT7—b- 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b L.14'-0" b 13'-2" b 12' 6" b 1 11'-11" b 11'-5" bj 10'-11" b 10'-7" b 1 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 # 16644LAN VI EWE CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE: SOUTH ) 7674 7 Fl 32727 IT Y O A F R TELEPHONE: (386) 767-0774 E4i" FAX: (386) 767-65% PAGE ��-- /� © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE T, P.E. Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code: The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1 = UT All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others Roof WallOver Hang All Roofs 100 MPH +10/-10 9 +20/-30 110 MPH +10/-11 11 +20/-36 120 MPH +102-13 13 +20 / -43 123 MPH +10/-14 14 .20/-45 130 MPH +10/-15 15 +20/ -50- 20/ -50140A [140AMPH +30/-17 18 +30/-58 1408 MPH +30/-18 -+3o/-2o 18 +30/-58 150 MPH 123 20 +30/-67 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others Conversion Table 3A-13 Wind Zone Conversions for Over Hangs All Room Types From 120 MPH Wind Zone to Others Wind Zone MPH Applied Load Deflection (#/SF) (d Roofs 100 30 Walls 1.20 Wind Zone MPH Applied Load Deflection (#/SF) (d) Bending (b) Applied Load Deflection (#/ F) (d) Bending (b) 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 120 13 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.9.4 140A 17 0.91 0.87 18 0.92 0.88 140B 18 0.90 0.85 18 0.92 0.88 150 1 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A-13 Wind Zone Conversions for Over Hangs All Room Types From 120 MPH Wind Zone to Others Wind Zone MPH Applied Load Deflection (#/SF) (d Bending (b) 100 30 1.13 1.20 110 36 1.06 1.09 120 43 1.00 1.00 123 45 0.98 0.98 130 50 0.95 0.93 140A 58. 0.91 0.86 140B 58 0.91 0.86 150 67 0.86 0.80 Conversion Table 3A -C Conversion Based on Mean Height of Host Structure for Screen Rooms From Exposure 'B' to 'C' .e , PLANS a k•.. S .., , I - �r d t,� - a N FOI R D CITY O Span Multiplier Mean Host Structure Height Load Multiplier Pans Composite Panels 0-15, 1.21 0.94 0.91 15'- 20' 1.29 0.92 0.88 20' - 25' 1.34 0.91 0.86 25'- 30' 1.40 0.89 0.85 .e , PLANS a k•.. S .., , I - �r d t,� - a N FOI R D CITY O 7 ,I l 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 ANCHOR 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 PAN ROOF ANCHORING DETAILS SEALANT /--. - HEADER (SEE NOTE BELOW) LU a p -;I - -_._ ROOF PANEL TO FASCIA, DETAIL_ SCALE: 3" = l'-0" ROOF PANEL TO WALL DETAIL SCALE: 3"= l'-0" ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW_ #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. 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 �p © COPYRIGHT 2004 7_2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 I 'SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" X 48" x 0.024" PanPle Fnnm r„,a F o c *4 n......: Wind Region::T� Open Structures Mono -Sloped Roof 4 n 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"3-10" 27'-11" 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'-l". .17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9"1 13'-3" 10'-3" 11'-0" 11'-1" 4'-3" 150 MPH 12' 4" 13'-9" 13'-Y 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms &Attached Covers 18,2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'4" 23'-10" 26-8" 25'-9" 18'-8". 20'-10" 20'-2" 4'-0" 110 MPH 24'-11", 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 1 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'4" 19'-10" 22'-2" 21'-5" 14'-4" 16-0" 1 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 137-8" 4'-0" 150 MPH 14'-5:' 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" Wind Region Open Structures Mono -Sloped Roof 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 1&2 3 4 span I span span 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" 187-6" 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" 12'4" 4'-0" 150 MPH 13'-6" 15' 1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'4" 11'4" 4'-0" Wind Region Open Structures Mono -Sloped Roof 1&2 1 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 26'-11" 30'-1" 29'-1" 25'-8" 28'-9" 27'-9" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-8" 26'-5" 25'-6" 18'-7" 20' 9" 20'-1" 4'-0" 120 MPH 25'-8" 28'-9" 27'-9" 21'-11" 24'-7" .23'-9" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 26'-8" 21'-4" 23'-11" 23'-1" 15;5" 18'-6" 17'-11" 4'-0" 130 MPH 22'-9" 25'-5" 24'-7" 20'-1': 22'-5" 21'-8" 14'-7" 17'-5" 15'-9" 4'-0" 140 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16'-10" 13'-8" 15'-3" 147-9" 4'-0" 150 PHI 15-7" 17'-5" 16'-10" 15'-7" 17'-5" 16'-10" 12'-8" 14'-2" 13'-9" 4'-0" - 1v 1 4w1 Nauej WIUuI - ivum WIOIr1 +wan WIo[n Lawrence E. Bennett, P.E. FI_ #16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE 7-34 © COPYRIGHT 2004 + ovemang _.: ®MM - re Elite Aluminum Corporation PanetPuds 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: 954 491-1433 PLANS Kh"It.Wrtu NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE E NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE E FASTENERS CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT AKIrunn BOLT CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. SECTION 9 NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PLANS REVIEWL® Lawrence E. Bennett, P.E. FL # 16644 TY OF A N F ®R D CMI ENGINEER -DEVELOPMENT CONSULTANT ((�M� P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE C COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 9-1 SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Screw Size d = diameter Embedment Depth (in.) Min. Edge Dist. & Anchor Spacing 5d (in.) Alltoads hear 6d ZAMAC NAILIN (Drive Anchors) 7d 114777P;2- 1/2" 1-1/4" 273# 236# 10d 1-1 /4" 316# 236# 1.21 - TAPPER (Concrete Screws) 1.25 - 3/16" 1-1/4" 15/16" 288# 1679 1-3/4" 15/16" 371# 259# 1/4" 1-1/4" 1-1/4" 427# 200# 1-3/4" 1-1/4" 544# 216# 316" 1-1/2" 1-7/8" 511# 402# 1-3/4" 3-3/8" 703# 1 455# POWER BOLT (Expansion Bolt) - 1 /4" 2" 1-114" 624# 261 # 5/16" 3" 1-7/8" 936# 751 # 3/8" 3-1/2" 1-7/8" 1,575# 1,425# 112" 5" 2-112" 2,332# 2,220# POWER STUD (Wedge Anchor) 114" 2-3/4" 1-114" 812# 326# 318" 4-1/4' 1-7/8" 1,358# 921# 1/2" 6" 2-1/2" 2,271# 1,218# 518" 7" 2-1/4" 3,288# 2,202# Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for wind load. 6, Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2' x 6" beam with: spacing = 7'-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM.SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= 112(20.42') x 7' 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.i. concrete. Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 8d 1.11 1.60 9d 1.14 1.80 10d 1.18 2.00 11d 1.21 - 12d 1.25 - Lawrence E. Bennett, P.E. FL # '16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT IT F ® V P.O. BOX 214368, SOUTH DAYTONA, FL 32121 n TELEPHONE: (386) 767.4774 FAX: (386) 767.8558 PAGE © COPYRIGHT 2804 9-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS Table 9.4 Maximum Allowable Fastener Loads for SAE Grade 5 Steel Fasteners 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 SECTION 9 Screw Allowable Tensile Loads on Screws for Nominal Wall Thickness ('t') (lbs.) Size Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" #8 0.164" 182 207 228 298 340 381 - #10 0.190" 211 240 264 345 393 441 - #12 0.210" 233 265 292 382 435 488 - #14 0.250" 278 316 347 455 518 581 789 1/4" 0.240" 267 303 333 436 497 558 758 5116" 0.3125" 347 395 434 5_68___T_647 726 986 318" 0.375" 417 473 521 682 776 871 1,184 1/2" 0.50" 556 631 694 909 1,035 1 1.162 1.578 Allowable Shear Loads on Screws for Nominal Wall Thickness ('t') (Ibs.) Screw Single Shear Size I Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" #8 0.164" 175 199 219 286 326 366 - #10 0.190" 203 230 253 332 378 424 - #12 0.210" 224 255 280 367 418 438 - #14 0.250" 267 303 333 436 497 558 758 114" 0.240" 256 291 320 419 477 535 1 727 5/16" 0.3125" 333 379 417 546 621 697 947 3/8" 0.375" 400 455 500 655 745 836 1,136 112" 0.50" 533 606 667 873 994 1,115 1,515 Allowable Shear Loads on Screws for Nominal Wall Thickness ('t') (lbs.) Screw Double Shear Size Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" #8 0.164" 350 398 438 572 652 732 - #10 0.190" 406 460 506 664 756 848 - #12 0.210" 448 510 560 734 836 876 - #14 0.250" 534 606 666 872 994 1116 1516 114" 0.240" 512 582 640 838 954 1070 1454 5/16" 0.3125" 666 758 834 1092 1242 1394 1894 3/8" 0.375" 800 910 1 1000 1310 1490 1672 2272 112" 0.50" 1 1066 1212 1334 1746 1988 2230 3030 Notes: 1. Screw goes through two sides of members. 2. All barrel lengths; Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use tables to select rivet substitution for screws of anchor specifications in drawings. 3. Minimum thickness of frame members is 0.036" aluminum and 26 ga. steel. © COPYRIGHT 2004 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETr, P.E. 9-5 FASTENERS iavie v.i Aluminum KIVets With Aluminum or Steel Mandrel Aluminum Mandrel Steel Mandrel Rivet Diameter Tension (lbs.) Shear Tension (lbs.) I Shear 1/8" 129 176 210 325 5/32" 187 263 340 490 3/16" 1 262 375 445 720 Table 9.8 Alternative Angle and Anchor Systems for Beams Anchored to Walls, Uprights, or Carrier Beams ...40. M VI bUUVVJ to 1jed111, Wdn, dnurur puss equal to ueptn or ueam Table 9.9 Minimum Anchor Size for Extrusions Maximum Screw / Anchor Size Extrusion T Type Size, Description To Wall To Upright / Beam Angle 1" x 1" x 0.045" 3/16" #10 Angle 1" x 1" x 1/16' 0.063" 3/16" #12 Angle 1" x 1" x 1/8" 0.125" 3/16" #12 Angle 1-1/2" x 1-112" 1/16"(0.062") 1/4" #12 Angle 1-1/2" x 1-1/2" 3/16"(0.188") 1/4" #14 Angle 1-1/2"x 1-112" 1/8"(0.062") 1/4" #14 Angle 1-3/4" x 1-3/4" x 1/8"(0. 125" 1/4" #14 Angle 2"x 2" x 0.093" 3/8" 3/8" Angle 2" x 2" x 1 /8"(0. 125" 5/16" 5/16" ng le 2"x 2" x 3116" 0.313„) 1/2" 1/2" U -channel 1-3/4" x 1-3/4" x 1-3/4" x 118" 3/8" #14 U -channel 1" x 2-1/8" x 1" x 0.050" 5/16" 5/16 U -channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043" 1/2" #14 ...40. M VI bUUVVJ to 1jed111, Wdn, dnurur puss equal to ueptn or ueam Table 9.9 Minimum Anchor Size for Extrusions vac. Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. SECTION 9 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-1774 FAX: (386) 767-6556 © COPYRIGHT 2604 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-7 Wall Connection Extrusions Wall Metal Upright Concrete Wood 2" x 10" 1/4" #14 1/4" 1/4" 2" x 9" 1/4" #14 1/4" 1/4" 2" x 8" 1/4" #12 1/4" #12 2" x 7" 3/16" 1 #10 3/16" #10 2" x 6" or less 3/16" #8 1 3/16" #8 vac. Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. SECTION 9 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-1774 FAX: (386) 767-6556 © COPYRIGHT 2604 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-7 January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition 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 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL" they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless 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. Timothy J-Orie Thomas A Orie SC C056770 / RX0045740 Superior Aluminum Install Inc 3005 Forsyth Road Winter Park, FL 32792 They are hereby added to, my 2007 MASTERFILE LIST Should •you have .an uestions please contact meat your converilece Sincerely..':• ids! V l l FLORIDNS NATURAL CHOICE Limited Power of Attorney Date:-a]L /Or? I hereby name and appoint t7a'1 -ot. p5 v M V�0 a3.oc-.G (Name) of i.{, C�ii �Ui t�, ,� to be my lawful (Company Name)_ d :• v attorney in fact to acct f r nle d apply, t6 ilding and Fire Division for a f` permit for ("type o P mit) work to be performed at the location described as: Parcel ID#: /0 L ac ,- 30 -- gol) -- 0000 — C/ Wo Address of job: 3 R S.,2 C,nQ V►PLC> .tel Property Owner: 5�., n o fo and to sign my name and do all things necessary to this appointment. iso (Contractor's Company and nature Acknowledged:4�6 Sworn to and subscribed before me this _day of Notary Public iROBVNWHRA Notary Public, State of F My comm axpir a �2. (Seal) Bv*0 thru AshkwAoency, Inc. (600)451. My Commission expires on: LA rC� •- 0 Permit Number Parcel Identification Number ,/0 -moo - -3 d _.So Prepared by: SUPERIOR ALUMINUM Return to: INSTALLATIONS, INC. 3005 Forsyth Road Winter Park. FI. 32792-8298 NOTICE OF COMMENCEMENT State of Y=G�,2ii�� County of I 41F1 in fliiwii 8i it1110aRfigaAHin4NMWIIII I WWYANNE t ii , CLEW OF CIRCUIT CUMT 9EMlIWJLE C"TY 8K k%559 Pq M4; tipg) CLERK' S 0 E007022748 Ri11]kDlNr FES 10.0 REDiINDI-D BY L McKinley CERTIFIER COPY MARYjWME IMORSE Ct.FRK OF CIRCUIT COURT SEMINOI EJO�Ui�TNLORIE The undersigned hereby gives notice that improvement(s) 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 the property, and street address if available) �q (L e.!:_5Nt. i 3v 6,1jo e t i -e4-1 s= /Qt+ �W 7d %d 2. General description of improvement(s) 3. Owner information Name ✓.9s o <,,j Sq .jd? eD Telephone Number 3ZI- 5-78 0-� 3 Address 3Z� c �,,�,��, v ,,� b�2��'� Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shows above) Name Telephone Number Address Fax Number Superior Aluminum 5. Contracts lame 3005 Forsyth Road Telephone Number 407-678-0500 Address Winter Park, FL 32792 Fax Number 407-678-5560 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any Name Address Telephone Number Fax Number 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 Statutes. Name Telephone Number Address Fax Number 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. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): ate S' .nedi ( ature of Owner,: per 713,13(1)(g), "owner ust sign .. and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this day of Q 20 by who is personally known to me OR - produced Sig 23.20 (9/04) of as identification. VWTAKER SPubliSWe01 Fiorida . My Comm expires 2008 No. DD376604 Bonded thu AshlortAgency, Inc. (8001451-454Ak