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HomeMy WebLinkAbout227 Arbor Cirr Permit #. _ Job Addr s. _ _ CITY OF SANFORD PERMIT APPLICATION Z`EC NED R ��rs�6� MpY�52aa6 Descriptio n of Work: Historic I',istrict: Permit T:, pe Build' 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 _ Occupant y Type: Residential Commercial Industrial Total Square Footage: Construcl ton T%ype:%�J� y # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel `� C,, S'/ —/6 )� 6 (Attach Proof of Ownership & Legal Description) Owners Na me & Address:[` , 9,0 _ y , s _ _ _ . i., _ , r—. -,% contractor Name & :Phone F1 Bonding Company: Address: Mortgage bender: _ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of:t 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 COND [TIONERS, 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 lmvn regulating constructior and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FO t IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: Ir addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance 3f permit is verification that I will notify the owner of the property of t11e requirements of Florida Lien Law, FS 713 ignat e k Owner/Agent Da e lMo7z e, 6�s Print. ner/Agent's Nam /SC1 �v tgnature of Nota -tate FloDat >'V/b(,a ! � A- vle), I (�� Owner/Agent is Personally Knowa to. Me or Contractor/Agent is _ Persattalfy Kcto�w to Poe o ` _._ Produced [D W RIC 4i "� _ Produced ID APPLICATION APPROVED BY: Bldg: Zonin,'o i.4 0� Utilities: FD: (Initis D&T (Initial & D e) (Initial & Date) (Initial & Date) �pecial Con:litions: o,,x, P, Becky Rogers Z -My Commission DD180133 ao y Expires February 14, 2007 _oOY P Becky Rogers e My Commission DD180133 Na w� Expires February 14, 2007 N Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 120305140BO0120... 5/15/2006 � 1CXiG ���1fi15�" 0V00 DAVID JOHNSON Jk CFA, 0000 PROPERTY T. APPRAISER "'6 `5 ' TF,AGT SENINOLECOUNTY FL, TR T 1Mef 1X3? I to] E. FiRsTsT 101)5: Tr* SANFORD, FL32771•3488 l kwc M '",1•,, 1p, 407-665-7506 19w'' V 19= 1a�1 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-514-01300-1201 Number of Buildings: 1 Owner: ROBERTS MAMIE & Depreciated Bldg Value: $76,132 Own/Addy: REDDING SURNOYA Depreciated EXFT Value: $810 Mailing Address: 227 ARBOR CIR Land Value (Market): $19,0 City,State,ZipCode: SANFORD FL 32773 $00 Land Value Ag: $ Property Address: 227 ARBOR CIR SANFORD 32773 Just/Market Value: $95,942 Subdivision Name: ARBORS AT HIDDEN LAKE SEC 2 Assessed Value (SOH): $42,272 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $17,272 Dor: 0103-TOWNHOME Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 01/1999 03589 1121 $42,300 Improved Yes Tax Value( t SOH): $934 WARRANTY DEED 02/1993 02561 0498 $16,500 Improved No 2005 Tax Bill Amount: $320 Bill WARRANTY DEED 04/1992 02425 0446 $33,500 Improved No Save Our Homes (SOH) Savings: $614 CERTIFICATE OF TITLE 09/1991 02337 1210 $100 Improved No 2005 Taxable Value: $16,041 WARRANTY DEED 09/1988 01999 0590 $55,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 11/1987 01912 1298 $839,300 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LEG UNIT 1201 BLK B THE ARBORS AT LOT 0 0 1.000 19,000.00 $19,000 HIDDEN LAKE SEC 2 PB 32 PG 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1987 6 937 981 937 SIDING AVG $76,132 $81,862 FAMILY Appendage I Sqft OPEN PORCH FINISHED/ 28 Appendage / Sgft UTILITY UNFINISHED / 16 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 WOOD DECK 1991 405 $810 $2,025 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 property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 120305140BO0120... 5/15/2006 POWER OF ATTORNEY DATE; hereby name and appoint ° I _ Affordable Screen & Patio Inc. to bA my lawful Attornev-ln-Fact, to act forme nd apply to th uilding Department for a permit for work to be performed at a.loc.ation described as; 0-7 / I . g0��./Lot Block Parcel ID -11_�__ __— Subdivision: /L,•�b 1 I�f NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF Permit No. � .1'-71 1 Tax Folio No. (PID) This Instrument Prepared by: Return to: T 11991 i9 Iii 1,1 Ili 11161 l9 Ill 11 161 11 111 11 911 19 III 11 111 11 111 1 1911 MARYANNEMORSE, CLERK OF CIRCUIT COURT SEMINOLE''COUNTY BK 06260'Rg 116; (lpg) CLERWI S # 2006085311 RECORDED45/25/2006 09:32:13 AM RECORDING FEES 10.00 RELURDED BY H Bailey The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. DEkSR�IPTIO�F P OP (Y (L gal De ripti of the pr and str dress) // J fie, A;1 nom; C.V DESCRIPTION OF IMPROVEMENT Name {.L ' + Telephone # AddrAsAXI Facsimile # FEE SIMPLE'rITLEAIOLDER (If other than owner shown above) Name q, . Telephone # Address �__)—OEFacsimile # — CONTRACTOR Name Address_ � SURETY (BODING COMPANY) (IF ANY) Name and Address Telephone # Facsimile # _ LENDER (IF ANY) Name and Address �vvvvvaavvvvvvvvavaavvvevrvvrvvvvevvevvrervvvvrrvrvvrervvvvvvmsvvvrvvrvvrvrvmvvvvmvv 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 Statutes: Name & Address ,vvermvvr�vvvermvvmvvevvrvmvvaveemvavrvmvv■v.■evvrvvrevvervevve�avmvrvevvevvmvrrvrev■ 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 Statutes: Name and Address ivrmvrrrarvev.rrravvrvemrervvverv.■rvememrmeem,rrvrrevvrrmrrvvvvv�rvarverevvrsvvvaavvvam In addition to himself, Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. �rmvvrvmevvrveaaevameveervvrvrmmrvvravrvvvararmmrvvvvvvvvvvvvv�'■vrvmemavvrmvmrmrmvrvv Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified.) I�j Signature Of Owner( Swor and subscribe ore me this �` ✓ - Day of > 20 ®`� �, PPR, Becky Rogers �c f My Commission DDI 80133 CJ My Commission E pires c /-V Xby s February 14, 200Notary PublicThe fo going i strum t w�asacloNvledged before me this ! day of , (Name of person acknowledged), w is personally known to me or who has._produced I e (Type of identification), a identification and who did/di of take an oath. 65 L9j a , FLOOD INFORMATION: FLOOD ZONE `` COMMUNITY NO. PANEL NO. \ -or SUFFIX DATE OF FIRM a. C, .aY.i`-'G'.'.c.+ '!}:.RAF ^... - - - A 0— i,3 � �' GATE OF SURVEY st SURVEY NO. S- STORY RESIDENCE -0. 66 \ tjFQ SOI �w.� IY.CS7 9�MNK R E � 0 o • s •��'\\ \\ate ■n em mSMA / �5. MORE -W ��1 • sac..K K+s TO OLM.os rewr ar 0=�s rK Ommum " " -.. - -`- raa rocs ai ar+t p. o / %ABA= nuc =rx a u n a \ / \ / \ ate\ FLOOD INFORMATION: FLOOD ZONE `` COMMUNITY NO. PANEL NO. \ -or SUFFIX DATE OF FIRM a. C, .aY.i`-'G'.'.c.+ '!}:.RAF ^... - - - A 0— i,3 � �' GATE OF SURVEY st SURVEY NO. r S s LOCATION PLAN: 1'-200' PROPERTY ADDRESS: 227 ARBOR CIRCLE ORLANDO. FLORIDA 32773 X LEGAL DESCRIPTION: 120294 LOT 1201B, THE AR90RS AT HIDDEN LAKE UNIT 1201 E 00 SECTION 2. ACCORDING TO THE PLAT THEREOF AS RECORDI E IN PLAT BOOK 32, PACE 78, OF THE PUBLIC RECORDS OF 4/17/95 SEMINOLE COUNTY, FLORIDA. 1/28/99'- 16218 /28/9916218 CERTIFIED TO: MAMIE ROBERTS AND SL'RNOYA REDDING. ORLANDO TITLE At ABSTRACT OF FLORIDA, INC., AMERICAN PIONEER TITLE INSURANCE COMPANY, APPROVED MORTGAGE SOURCE CORPORATION. p fnh me n Tg ami7 " wt wv"1 " w"m Qmv"rt W2R ^VM CM COMP" � t tjFQ SOI �w.� IY.CS7 9�MNK R E N rOusluaab �e .o+c loco 'n m cmu " . Ann mg m W"Ww-vmw Koe+vta use s cnt►aa V poor -or- �..__ _... -_._yfer..oaCl�ba�.�O�oO-!L1 Ile ■n em mSMA co 04" goo Am pa DOW saw" MORE -W E Ste • sac..K K+s On." OLM.os rewr ar 0=�s rK Ommum " " -.. - -`- raa rocs ai ar+t %ABA= nuc =rx a u n a r S s LOCATION PLAN: 1'-200' PROPERTY ADDRESS: 227 ARBOR CIRCLE ORLANDO. FLORIDA 32773 X LEGAL DESCRIPTION: 120294 LOT 1201B, THE AR90RS AT HIDDEN LAKE UNIT 1201 E 00 SECTION 2. ACCORDING TO THE PLAT THEREOF AS RECORDI E IN PLAT BOOK 32, PACE 78, OF THE PUBLIC RECORDS OF 4/17/95 SEMINOLE COUNTY, FLORIDA. 1/28/99'- 16218 /28/9916218 CERTIFIED TO: MAMIE ROBERTS AND SL'RNOYA REDDING. ORLANDO TITLE At ABSTRACT OF FLORIDA, INC., AMERICAN PIONEER TITLE INSURANCE COMPANY, APPROVED MORTGAGE SOURCE CORPORATION. p fnh me n Tg ami7 " wt wv"1 " w"m Qmv"rt W2R ^VM CM COMP" � t tjFQ SOI �w.� IY.CS7 9�MNK R E N rOusluaab �e .o+c loco 'n m cmu " . Ann mg m W"Ww-vmw Koe+vta use s cnt►aa V poor -or- �..__ _... -_._yfer..oaCl�ba�.�O�oO-!L1 Ile ■n em mSMA co 04" goo Am pa DOW saw" MORE -W E Ste • sac..K K+s r S s LOCATION PLAN: 1'-200' PROPERTY ADDRESS: 227 ARBOR CIRCLE ORLANDO. FLORIDA 32773 X LEGAL DESCRIPTION: 120294 LOT 1201B, THE AR90RS AT HIDDEN LAKE UNIT 1201 E 00 SECTION 2. ACCORDING TO THE PLAT THEREOF AS RECORDI E IN PLAT BOOK 32, PACE 78, OF THE PUBLIC RECORDS OF 4/17/95 SEMINOLE COUNTY, FLORIDA. 1/28/99'- 16218 /28/9916218 CERTIFIED TO: MAMIE ROBERTS AND SL'RNOYA REDDING. ORLANDO TITLE At ABSTRACT OF FLORIDA, INC., AMERICAN PIONEER TITLE INSURANCE COMPANY, APPROVED MORTGAGE SOURCE CORPORATION. p fnh me n Tg ami7 " wt wv"1 " w"m Qmv"rt I MQ�FL1' _ N rOusluaab �e .o+c loco 'n m cmu " . Ann mg m W"Ww-vmw Fm w. tial +ALL KI WOIff �Eit i�R�M rAw w VMS AGIa nNo MO L .m rar�fer uitl r. EDOVEam rm clow". a wa. amt Wa 00000 rrc, POM On." a domm s rwmar ccoax ram "A"Ki µrt am r CCounc rK vQor� yp VANQ Ukirs iM(i PROFE55IONAL LAND SURVLT scm' aa, "` B E A L E WT ASSO I T y _.__ 'aasr_o iai�K�aoE 87 344 P w 0 00 RI E�� I !i F i f i � o0 c �S W i RI E�� I i � o0 c �S W co ` 68 6834 j s qa'�a Ixa- -I� 1358 M ax4 15 16 ►x� 16 Mo�m�e �iOb�s�-s Em SCREEN, ACRYLIC & VINYL. RO(]iVl ITERIOR BEAM (SEE TAB 3A.1.3 H* SECTION 3A HOST TRUCTURE OR FOUR'i H VVALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER r,E:CTION 7 CARiRHER BEAM POST y D SOLD ROOF ENC�Sy TYPICALSLOPE SCALE. STRUCTURE OR ALUMINUM ROOF SYSTE <; �— --- --- h,.,+ �.z FOUR -CFI WALL FRAME PER SECTION 7 4,.. - USE BEAM TO WALL DETAIL I . � I II. I RIDGE BEAM (SEE T 13 1ES 1 0 Tyl AL. GABLE SOUL R®(� ioPi�i.�O i� :E . SCALE: N.T.S. __ ------------- Lawrence E, Bennett, P. E. FL A 1004 CIVIL ENGINEER • GEVrLo'F'MI=NT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TEL FP XO�:E;rj 86)-757-4T74 7-�°76 �4 �-M ^-^---....e...... P AGE p�q „w �.. .._......--- -. 3 A - 1 CO COPYRIGHT2004 NOT TO BE REPRODUCED IN `NHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEtJhILTT. P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR / MAX. H* / UPRIGHT HEIGHT (h) 1" x 2" MIN. 3-112" SLAB ON GRADE VARIES 77! OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ----------- -- SIZE BEAM AND UPRIGHTS (SEE TABLES) 701mr= SOLID ROOF — O MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES 'P' VARIES 'P/2' @ FASCIA ALLOWED - . ---------- (SEE SECTION 7 FOR DETAILS) Lu Cr- Co _Co W I U) P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 1" -1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. x 2" OPEN BACK EXTRUSION W/ 1/4" x 2 AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ .C.. ANCHOR BEAM AND WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" OR W/ ANCHOR CLIPS AND (2) #8 SCREWS WOUMN INT WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 OR P/2 + O.H 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -12:31-1 3o 4---140 150 #8 1 # #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = l'-0" Lawrence E. Bennett, P.E. FL #' CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE p © COPYRIGHT 2004 F_ 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE . 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 SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1 /2" S.M.S. HROUGH SPLINE GROOVES 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. ;IDE WALL HEADER \TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-112" ;.M.S. IDE WALL GIRT ATTACHED 1 ' 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" = V-0" Lawrence E. Bennett, P.E. FL # 1 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOTH TELEPHONE: (386) 767-47-74 L 3212'1 FAX: (386) 767-6556 PAGE © I 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 SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM 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 EXTRUSION'S C -! RT 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) 767-0774 FAX: (386) 767-6556 PAGE © COPYRIGHT2004 9A - r y NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3 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-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF Tributary Load Width 'W'= Purlin Spacing Sections 3'-0" 1 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'4" 6'-6" 7'•0" 7'-6" Allowable Height 'H' I bending 'b' or deflection 'd' 2" 2" x 0.044" Hollow 9'-5" b 8' 9" b 8' 2" b 77-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b x 2" 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 x 3" 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 x 3" 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 x 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9' S" b 8' 11" b 8'-8" b 8'-4" b 8--l" b 2" 4" x 0.050" Hollow 6-3- b 15'-1" b 74'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b x 2" 4" 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 x x SMB 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 x5 x 2" X 6" X 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 197-3" b 2" x 2" x 0.044" Snap 11'-3" b 0' 5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 2" x 3" x 0.045 Snap 14' 4" bI:il3' 4" b 12' S" b 11'-9" b 11'-2" b 10'-7" b 2" x 4" x 0.045" Snap 17'-7" b 6'-3" b 15'-3" b 14' 4" b 13'-7" b 12'-11" b For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF 18'-5" b 7'-11" b 10'-2" b 12' S" 17'-9" b 7'-7" b 9'-9" b 17'-1" b 16 -6 b 7'-4" b 7'-1" b 9'-5" b 9'-1" b Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 3'-6" 4'•0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7_0" 7'-6" Allowable Height 'H'/ bending'b' or deflection'd' 2" 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 x 2" 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 —6--7" x 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--l" b 6' 10" b b b 7'-1 n" h 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 - u 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10' 6 b 9 11 _k„ -..� �6' b 9 1' b 8'-9" b 8'-5" b o -2 b 2" W HIS 0 14'-11"b 13'-10"b 12'-11" b 12 2 **tT 11 7" b 11'-0" b 10 T- b 9,Q' 2" b 9'-9" b 9'-5" 4-7%" x 0.046" S.M.B. 1 T-6" b 16'-3" b 15'-2" b 14'-4''"'ti` ^"13' 7C b ,12'-11" b 12'-5" b1�-;11" b 11'-6" b 11'-1" b S. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 1"6':0"n 164 �bw—1�4'-9" b 14'-2" b 13'-9" b 2" x 5" 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 2" 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 7'-0' b 6'-9" b 6'-6" b x 2" 3" 0.045" Snap 13'-3" b 12'-3" b111111 11' 5" b 10'-9" b 10'-3" b 9' 9" b 9' 4" b 8' 11" b 8'-8" b 8' 4" b x x 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: (386) 767.6556 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. y SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER _ ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD L WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION 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 @ 12" O.C. OOF PANEL TO FASCIA DETAIL }_ SCALE: 3" = 1'-0" ROOF WOOD STRUCTURES SHOULD CONNECT l POSSIBLE ONLY. 15% OF SCREWS CAN SMT SHALL HAVE DOUBLE ANCHORS. ALL SCR WASHERS OR SHALL BE WASHER HEA ROOF PANEL EX19%ING FASCIA #8 x 1/2'NS.M.S. SPACED - @ 8" C. BOTH SIDES CAULK AL XPOSED SCREW HEADS •'• ROOF PANEL VELO WALL DETAIL 3" = 1'-0"BUTTS ORTHE SUB -F CIA FRAMINGWHERE THETRUS SUB -FASCIA AND THOSE AREAS THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" ,� SCR. WS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO�A ANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAA OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECSECTION 1606 BASEDED TO. THE ANCHORS DETAILED ABOVE ARE ON A OO 1606 FFOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANELFROMAD HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 1, #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 76714774 FAX' (386) 767-6556 PAGE © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE7T, P.E. Y SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Open Structures Screen Rooms Glass & Modular Rooms Overhang Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 .4 All span span span span span span span span span Roofs 100 MPH 21' 4" 23'-10" 23'_0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0' 10 H 21'-4" 23'-10" 23'-0" " 20'-11" 20'-Z" 13'-9" 15'-4" 14'-10" 4'-0" 12U MPH 20'-4" 22' 9" 21'-11" 17'_5„ 19'-5" 18'-10" 12 6„ 13_11„ 13_6" 4'-0" 1 19'-6" 21'-10" 21'-1" - 18'-11" '-3" 11'-8" 13'-8" 13'-2" 4' 0" 18 130 MPH 18'-0" 20'-2" 197" 15' 1" 17' 9" 16' 3" 11' 1" 12'-11" 12'-6" 4'-0" 140 MPH 12' 4" 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" 12' 4" 13_9„ 13,_3„ 9'-6" 10_8" 10' 4" 3" x 48" x 0.030" Roof Panel Screen Rooms Glass &Modular Rooms Overhang 1 Open Structures Mono -Sloped Roof & Attached Covers Enclosed Cantilever Wind Region 1&2 3 4 1&2 3 4 1&2 3 4 All Roofs span span span span span span span span span span span 23'-5" 26'-2" 701—)MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8 25'-9" 18'-" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27_0„ 21,_11, 24,_6„ 23,_8„ 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" 151-10" 4'4" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 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" 13'-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" 4" x 48" x 0.024" Root Panel Screen Rooms Glass & Modular Rooms h�,n 1 Over..?ng . Open Structures Mono -Sloped Roof & Attached Covers Enclosed Cantilever Wind Region 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span Roofs 10 0 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'-O" 120 MPH 22' 3" 24' 11" 24' 1" 19'-1" 21'-4" 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'� 930 MPH -797-7 22_1" 21' 4" 17'-5" 19'-6' 18'-10" 12,_8" 14,_2„ 13'-8" 141) 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" 13'-6" 15'-1" 14'-7" 10' S" 12' 4" 11' 4" 4'-0'_ 4" x 48" x 0.030" Roof Panel Glass &Modular Rooms Overhang 1 Open Structures Screen Rooms Enclosed CantAiii ver Wind Mono -Sloped Roof & Attached Covers Region 1&2 3 4 1&2 3 4 1&2 3 4 Roofs span span span span span span span span span 100 MPH 27'-11" 31'4" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 47-0" 110 MPH 27'-11" 31'_4" 30'-3" 24'_7• 27,_5" 26' 6" 19 4„ 21•_7" 20_10„ 4'-0" 4' 0" -i20 MPH 26 '-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19' 10" 19'-1" 4'-0" 923 MPH 25'-8" 28' 8" 27' 9" 22.2„ 24'-10" 23 11„ 16.0„ 19'-3" 18'-7" 4' 0" MPH 23' 8" 26' 5" 25 7" 20'-10" 22'-6" 15'_2„ 18' 1" 17 6" 130 _. _.. ..4._0„ Note: Total roof panel width = room width + wall width + overman �w IUTA L11 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT 3 5O BURBANK ROAD, P.O. BOX 214368, SOUTH DAYTONA. FL 32121 OLDSMAR, FLORIDA 34677 TELEPHONE: (386)767-4774 NATIONWIDE 1 -BOO -229-5257 FAX: (386)767-6556 LOCAL 913-855-2627 FAX B 1 3 -BSS -81 28 PAGE © COPYRIGHT 20114 7-49 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIE SCREW T -BOLT BOLT ANCHOR I I CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT 1 I W/NEOPRENE WASHER I OPTIONAL F METAL FASTENERS WASHER SCALE: N.T.S. r( t NOTES: ALTERNATIVE FASTENERSWAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEEB OR G` EXCEED THE SAFE WORKIN'LOAD VALUES SPECIFIED BYfT„HE MANUFACTURER, AND SHA APPROVED BY THE BUILDING OFFIGlQL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 - PAGE Q COPYRIGHT 2004 9'" 1r '/ ,^ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I