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HomeMy WebLinkAbout375 Placid Lake Dr (2)` CITY OF SANFORD PERMIT APPLICATION Permit #: �S�J Date: - Job Address: ? Vc o c) La-vC e Description of Work: !Sc f eelrn �<.0 , `y k 19 Historic District: Zoning: Value of Work: sa13\Jd Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential ✓ Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Wat r Closets _ Occupancy Type: Residential of Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial Industrial Total Square Footage: ' Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: d-�' -• �:Q• m)-- �g o0oo - (Attach Proof of Ownership &-Legal Description) Owners Name & Address: _C\Cf coca r\ \;> JQe " C) LQ ,-4e1;7 [c�f fit' - Phone: Contractor Name & Address: R 111 )()re tSeiril4 r ctI'c)el\cLS 1 Mr,Uee L lr (- k-1(7\ State License Number: C GC Phone& Fax:CdC"--1 -A-9C7- a\\k C111071�5�'lS Contact Person: RC[f1cQ- Phone: Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thamay be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manageme rstric , state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirem Florida Lie La S713. Signature of Own /Agent F Date Si At re of Co tracto A t Date �Aerr%c. - PQr-:,4Sy A. `✓ Jvi7 P��2evJSbC. Print caner/Agent's Name Pn t Co tractor/Agent's Name Q� 7 -P -o3 �f7lc� Signator f Notary -State of Florida 'a I �ate,.w aM®yNot� 184280 Date ge ,taw�v+' : •.••• * MY (�N�MISSIOh 0 s . • • ,:,Comm ission #DD225399 2, 2008 :• Apires; W 22, 2007 *� e� E ,ensue ► 't'tOWM Owner/Agent is _ Pc I�� n to MlBonded Itttu ContlxdtteAient is onally Known to Me or �c bis ..F •.,..at,- t�nndina Ca. I = _t'��uftr6bt?l, AI'1'I.ICATION APPROVED BY: Bid 7-7-03 Zoning: Utilities: PI7. _ (Inllial & Date) (Initial & Date) (Initial & Date) (lit;tial & Dile, ipecia! Conditions: -- — • SSI ,cC� %� 1 FPD1 : ALUMI1,11.111 Pt1A MORE FW{ NO. : 497 654 7533 Jul. 03 2003 02:46PM PI 352 tdoguiie Rd. * Ocoee. FI 34761 4 40:12902111 ♦ F 407x664.7633 visit Our Web SRe at Www.aWrr'jnumorsdmo;WI .. r., NOrrre Tebphorle Nump71&� 1 f7 Address' City/StWe'71p i9�Fr � 32773 SuwiAion %!g c:.7 ✓mac^ i> S` Directions Comments Licensed & Insured Generol Controctoi C00060093 Haim Dia You Hear about UV O Southern Bea O Sprint U Other pte Otpl COniroci2 0 �J O Deposit %Balcirce V✓_ C C Thu Contract is your Invoice Please Pay Installer when finished. We use nol responsible for surface or cLutng cracks in concrete DETAILS 1 POOL ENCLO URE ❑ $Wt �rtiflt/�AGL 2CC.fj oiry . fl'1C�'< i c. �. /f i!1 �//�/Eic�i <` SCREEN ROOM �' f' s j COLOR lBronze ' ite i J ROOF i II i J Insulated Pan INSTALL .1�.41s�" ]Faces :1WCAI `WINDOW ❑Acrylic ❑Vinyl % e�J GJ .. I .' -,ONBEAM jy��r � _ DOOR KICK PLATE !�5/c�s�/ri`�i✓ s1%fjC SUPER GUTTERS XAs NOTICE TO OWNER — '1) II �.�v�rar's aporava h rrecessorY a a cusron-as'c resr>orwbMN to ooroin psor ro tiro iut,nrt. _ (2) '.ear ,7ovew mat be completed prior to find to a t.: ry char i7e , made of lime of low'-4 1 a &er lav" wit -eswlt n o 25% charge of r%,A U,nficY:: pltt odamondt moterbs orti tarry. — (3) Owner is a for cry reir spec*ion fees due to ncccess ility or milo g permit. _ I;) Do not dpn :his Cor*oct beige you read it Or if it 00rftnS CIW bt*MK $00Ces — (6) You o:e emitted to a oopy of ING Contract of trip titre you sign. Keep It to piolect your legal rig". —16) This agrownsartt is rubjeet to office approval. OWNkR ACKNOWLEDGES RECEIPT OF FULLY EX -:CU -ED COPY Molerid orsd wotrrgx*Np Worontped fooa�lull year undo norrral cc zb on. ! SeAer e-oir.s !ne rights povuled by Firxido law. even it. no either seeuniyirrtoroct .s gKW by Ewer ro Seller regadng MQVnMlcY 119M. ! OWNER tli•.. tEOFlwCEPW.CE REPRESENTATNE FOR ALUMWU;d & MORE 1415 PROFC64L 115 GOCD FCR 30 GAYS Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL LSM I d Seminole County A*0Prrl i/ppruli, l[Irt R "• ' j' v 1101 K. Rims Sanford F1'32771 , y 7 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-523-0000-1310 Tax District: S1-SANFORD Number of Buildings: 1 PANIAGUA HERNAN D J 00- Depreciated Bldg Value: $98,896 Exem Owner: t£ LUZ M ptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 375 PLACID LAKE DR Land Value (Market): $16,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 375 PLACID LAKE DR SANFORD 32773 Just/Market Value: $114,896 Subdivision Name: PLACID WOODS PH 2 Assessed Value (SOH): $106,828 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $81,828 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $1,679 SPECIAL WARRANTY DEED 11/2001 04265 0128 $106,800 Improved 2002 Taxable Value: $79,324 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 131 PLACID WOODS PH 2 PB 58 PGS 4-6 LOT 0 0 1.000 16,000.00 $16,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 8 2,296 1,886 CB/STUCCO FINISH $98,896 $99,895 Appendage / Sgft GARAGE FINISHED / 380 Appendage / Sgft OPEN PORCH FINISHED / 30 Appendage / Sgft UPPER STORY FINISHED / 1136 OTE: 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=0220305230000131(... 6/23/03 111897 LIMITED POWER OF ATTORNEY w Date: I hereby name and appoint of I� Cmc D �_ r,r- . to be my lawful attorney in fact to act for me and apply to } for a r -e e n PIAQQ rv-�, permit for work to be performed at a location described as: Section Township Range Lot 13 ► Block Subdivision RCL,—„CI W ou r'.) r' 3% 5 Cmc 1, cz _ f.Le 6 . vc- (Address of Job) r5- c— L --A of Property and Address) and to sign my name and do all things necessary to this appointment. Acknowledged: Sworn to and subscribed before me this Day of A.D. Notary Public, State of Florida �Irof CHARD J. GREEN MY MISSION# DD115976 (S�) ES: May 7, 2006 1-ODDWMARY a awd% Ir - My Commission Expires: Permit Number Parcel Identification Number Prepared by: �K Cc,,tl e(xt 5 Aluminum and More 332 Maguire Road Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road Ocoee, FL 34761 NOTICE OF COMMENCEMENT State of F1 ori da County of MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04891 PG 1821 CLERKS # 2003112849 RECORDED 07/02/2083 919I3elB PM RECORDING FEES 6.80 RECORDED BY L McKinIty CERTIFIED CUM f4 YANNE MOAs CLERK OF CIRCUITCOV I SEMI • 7— The undersigned hereby gives notice that improvement(s) will be made. to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of propert legal description of the properly,- and street address if available) 2. General description 911' improver nt(s) 3. Owner Inf rmat)ion Name / X,01,o A/ %iV4of146 vft Address�:+z Telephone Number yO'% - 3y 3 — 25 ✓�/,t,�.�,� F -G 31 77� Fax Number 4. Fee Simple Title Holder (if other than owner shown above) Name SAME Telephone Number Address Fax Number 5. Contractor Name Frank Cardenas Telephone Number Address 332 Maguire Road Fax Number ( 407) ( 654 29032111 750321 1 1 Ocoee, FL 34761 6. Surety (if any) Name not applicable Telephone Number Address Fax Number Amount of bond 7. Lender (if any). Name not applicable Telephone Number Address Fax Number 8. Persons within the Stale 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 not applicable Telephone Number Address Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name not applicable Telephone Number Address Fax Number 10. Expiration date of notice of commencement ((he expiration dale is one year from the dale of recording unless a different date is specified): six morith•s Date Signed Signature of Owner Sworn to and subscribed before me this i dam o %�4 �I 1B Zr703 b � •- 'lr.Q- Y who is personally known to me OR produced as identification.' �,►'' Fronk M Guerclo MY CommissionCcmw8 Signature of Notary (notaria seal to appear below) Form Revised: 9/96 p E.Ores May Is. 2M PLOT PLA fc r: MARONDA F OME5, INC;. DESCRIPP LOT 131, PLACID W000.5, PtlA E TWO � RFCONUED IN PLAT b --_ J�8=PAGE(S) ._.. 4'5 and _ PUf1t1C RECtWDS or_ ___., 5E1 NOLE � COUNTY, FLph+DA NOT FLATTED per PLACID W10005 PHA5C TWO PLAT BOOT: 56, PA.GC5 4-C 500*44106 W 40.a01 —7 7 �Xl � �►JU I rK i LOT 130 1!14 7a.i.7" f M DEL: GErry59UKGI -'A— CQ � N �4- i..fclbLOCC 2-5TGr;Y 1C ` ;=INKWEU FLWK . i I ELUKTION; P 46.34 1 _ MAINA I TYPE Wk i� a r` 5.(a' 111.17' b.G.� Icr u -f, � "LR c 0 500444`08W 4x0.0(7 � � g N PLACID LAKE DRIVE � LOT 132 v s' I o 2a GR.A^ic x.ALZ _. OFFICE COSY F.H.A. PLOT PLAN OCNUTES PROPOSED ELEVATION X OF STRUCTURE TO L0T AREA a 30.^c 5►0 PLANS. DER TES EX1571N�RING A R OF CONCRETE TU LOT AREA u E - DENOTES Ex151)NC £tf vA 1/CN PER ENGNEERING PLANS TOTAL % OF IMP£RMUS AREA IN LOT 4 f .3 0/Y 1. LIEARI 1. HEARING'. "Rf BASED Civ ThE CENTERLINE OF FT.oCERTIFICAPQN BUILDING SETBACKS BASED O4 THE FEDRRAL EwellaNCY PLACID LAKE O4tLE BEING SO)'44'08"w, 2. ELf VALIONS AND LOT DRAINAGE TYPE SROM LIANACEMENT AGENCY FLOW INSURANCE FNOh,T: TO' RATE MAP, REAR: 13' HEREON ARE BASED LW Shl ENGINEERING THE STRUCIVRE SHOMN HEREON ODES NOT L!E )MlffN SIDE: 3' PIANS FOR THE PRO„ECr. J. BUILDING TIES ARE 10 F(TUNDAT)ON. THE 100 YEAR FLOOD HAZARD AREA. SIDE STREET: 15, THIS STRUCTURE LIES IN ZONE " '. BUILDING 4. Pt U!' PL.W ONLY, LOT H,45 NOT BEEN STAKED IN THE FIELD. X UNE: CGWMUNITY PANEL NO, 120294 0045 E THiS TS NOT A SURVEY. EFFECTIVE DATE: APRIL 17. 1993 UAP REVISION DATE; LOT 131 CONTAINS (SUB.ECT TO CHANCE) -).800 50LIARE FEET/OpW ACRS +/- TM£ UND£RSICNEO AND CAVUNE, INC. LAND SURVEYORS ono NAPPcRS'WAKE hO RESrRVATTCINS 00 GUARAtITEES AS )0 THE INFORMATIOIN REFLECTED IIER£pN PERTA.NING T;} EASEMENTS, RIGHTS OF NAY, SETBACK LINES, AGREEMENr5 AND OTHER REFLECT (W SET FOR?" ALL SUC)W MATILRS. SUCH ASBREVTA MATIERS, AND FURTHER !1uS IrrSTRu'IfNT IS NOT 1H1ENOf0 Tp INFOiRMATK-W SH(A)LD of OBTAINED AND CONFIRMED BY OTHERS 7WSMU APPROPRIATE N PONS/'LECEND IATT; TIRE itiR1F7CAf10N. NU.-NUMatR Y. 1.--P(kN7 (A TanI�NCY R.-RAT?1U5 P.1.-PCYNT OF IN1ER5fcTION cu. -0-1000 P,C--PpfNi OF CURVATURE L'OHC--CGULCREIr. L.S.-LAND SURVEYOR - P.R.C.-POINT (i" REVERSE CuR,1ATURE ARC -ARC (.ENGTH L.Q. LICENSED t7US+NfSS t� C£NIERLtNf A/C-A!R C(�MtlIT10Y�£R aAD D.E.-ORAINAL�' EASEMENT 0.R-DFFlp11 RECORDS P.C.0-POMT OF C01rPOUNO CUNVA^JR£ U.f.-UTTLITY EASFufNT CH.BRG- GYtll BEARING S.etU.f.-SrDEWALR & UTt1.ITY EASE'fEHT GaSSf.- oro! SANFGIRO DDECTN ANTRAL AN(Xf) O.&LI1.-DRAINACE r--------"- -� - a UBL1TY EA;EI�ENT SFR, - fAS£11ENT _ ----- -- :JIRD SURWE AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOLI, FLORIDA 327-50-54J09 TELCPHONE (407) 830-9080 FAX No. (407) 339-36J6 LOT toy CHIP CAUU 1 ILE:PLACIDTL131.DNG THIS SURVEY NOT VALID UNLESS CidaOSSED 1617_}I :'A SICNATUR �/ 1 SAL OF A ��J�DA LICENSED VE O DIAPF'ER `D(Ad4tvCK F. CAVOkf - +'RESUENT FLCMDA SURWY()R & MAPPER NUWWR TOGS — L"H5E1) BUSINESS Nt/M8ER 507,5 CITY OF SANFORD PLOT PLAN =-� j � �ry ._ F - ,f� YY7 -0.200 1 4938 R i TACH ME NT: - ,Asci A LOB L �} wA' ' OrA F-; e� Cool -4RA►1� t-�xTcRio%1-i;,J l/nLL GQLr� - FASci^ 2oAgj _ rD .Nit? 'a. CQaE+k Q S 0o A2i R �� _ 10 ,LffT WAIL REy Ur D FAV61A r tR oN/y WA it ,"I SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: LW FOR (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 H' UPRIGHT(ENCLOSED) 3.3.1, 3.3.2, 3.3.3 HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25) TYPICAL 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 ALTERNATE CONNECTION P/2' P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS j (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w O� O.H. U T) SOLID ROOF 5 NO MAXIMUM / / Lu c~/) (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: fi P' VARIES 1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. 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/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: PAGE 3-2 100 -123 130 140 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN / GLASS ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 1/2" @ 24" O.C. 3" ROOF x A ZN U) x x x x N BEAM SUPPORT STUDS (TYPICAL) RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD - AND (8) #8 x 1/2" S.M.S. - - - TO BEAM - 3"ROO�Pp, E -' - C6 - 2' X N U) 60" MAX • • 2" x 6" S.M.B. HEADER x • • "' • • ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 I PAGE �1 Q I O NOTT O BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I - SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 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 BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 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 SCALE: 3" = V-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2"x 3" OR 2" 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" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Im . • I SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 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 NON- 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 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. —I I II I I 111-1 I I -1I 1=IIAI=LLI1 SLAB LA'.I _--i — I I I a� • � III =— " — =� I=I I IL S)BEFORE SLOPE m -- = 1I1 —iI I•_—� _ I I/i_—o•° —iI a -8 I= II rz 1- t=1 I I i— 1 m' 11I 12" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2"/ 12" 2"/ 12" - V-10" > 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (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 FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I PAG 3-24 I O NOT COPYRIGHT 0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 Thi 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V1 (bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 4'-4" d 5-5" d 5'-3" b 1'-1" d 5 4'-8" d 5'-9" d 5'-8" b 1'-2" d 6 4'-1" d 4'-11" b 4'-9" b 1'-0" d 6 4'-4" d 5'-5" d 5'-3" b 1'-1" d 7 3'-11" d 4'-7" b 4'-5" b 0'-11" d 7 4'-2" d 4'-11" In 4'-10" b 1'-0" d 8 3'-9" d 4'-3" b 4'-2" b 0'-11" d 8 3'-11" d 4'-8" b 4'-6" b 0'-11" d 9 3'-7" d 4'-0" b 3'-11" b 0'-10" d 9 3'-10" d 4'-5" b 4'-3" b 0'-11" d 10 3'-5" In T-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d 11 3'-3" b 3'-8" b 3'-6" b 0'-10" d 11 3'-7" d 3'-11" b T-10" b 0'-10" d 12 3'-1" b 3'-6" b 3'-4" b 0'-10" d 12 3'-5" b 3'-10" b T-8" In 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft-) Max. Span 'L' / (bending 'b' or deflection 'd') 8 2S 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 8,2 Spa 3 Span 4 Span Max. Cantilever 5 4'-11" d 6'-1" d 6'-3" d 1'-2" d 5 5'-7" d 6'-10" d T-0" d 1'14" d 6 4'-8" d 5'-9" d 5'-9" b 1'-2" d 6 5'-3" d 6'-5" d 6'-7" d 1'-3" d 7 4'-5" d 5'-6" d 5'-4" b 1'-1" d 7 4'-11" d 6'-2" d 6'-3" d 1'-3" d 8 4'-3" d 5-1" b 4'-11" b 1'-0" d 8 4'-9" d 5'-10" d 5'-11" b 1'-2" d 9 4'-1" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7" d 5'-8" d 5'-7" b 1 1'-1" d 10 3'-11" d 4'-7" b 4'-5" b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b 1'-1" d 11 3'-10" d 4'-4" b 4'-3" b 0'-11" d 11 4'-3" d 5'-2" b 5-0" b 1'-0" d 12 3'-8" d 4'-2" b 4'-1" b 0'-11" d 12 4'-2" d 4'-11" b 4'-10" b 1'-0" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L'/ (bending 'b' or deflection 'd') 1 a 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8 2 Span 3 Span 4 Span Max. Cantilever 5 6'-2" d 7'-4" b 7'-1" b 1'-6" d 5 7'-11" d 9'-4" b 9'-0" b 1'-11" d 6 5'-9" d 6'-8" b 6'-5" b 1'-5" d 5 7'-6" d 8'-6" b 8'-3" b 1'-10" d 7 5'-6" d 6'-2" b 5'-11" b 1'-4" d 7 7'-1" b 7'-11" b 7'-7" b 1'-9" d 8 5'-2" b 5'-9" b 5'-7" b 1'-3" d 8 6'-7" b 7'-5" b T-2" b 1'-8" d 9 4'-10" b 5-5" b 5'-3" b 1'-3" d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d 10 4'-7" b 5'-2" b 4'-11" b 1'-2" d 1 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d 11 4'-5" b 4'-11" b 4'-9" b 1'-2" d 11 5'-8" b 6'-4" b 6'-1" b 1'-6" d 12 4'-3" b 4'-9" b 4'-7" b 1'-1" d 12 5'-5" b 6'-0" b 5'-10" b 1'-5" 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 3-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF Sections 3'-0"' 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" AllowableHeight 'H'/ bending 'b' or deflection 'd' 7'-0" 7--6-- '-6"Allowable 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" 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 T-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' In 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 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" Snap 11'-3' b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11' b 7'-7" b 7'-4" b 7'-1' b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9' b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" In 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4' b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind qust at 120 MPH velocity: using desion load of 13 #/SF usinn desinn Inad of 15 WSF Sections 3'-0"' 1 3'-6" 1 Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' 1 7%0" 7'-0" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b T-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" In 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'-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'-6" 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 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 8'-11' b 8'-5" b 7'-11" b 7'-7" b 7'-4' b 7'-0" b 6'-9" b 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'-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 For 3 second wind oust at 130 MPH velocity- usinn desinn Inad of 15 WSF Sections 3'-0"' 3'-6" Tributary Load Width 'W' = Purlin Spacing 1 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0" AllowableHeight 'H'/ bending 'b' or deflection 'd' 1 7'-0" 1 7'-6'- '-0"Allowable 2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" In 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3' b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" In 11'-1" b 10'-4" b 9'-9' b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4' b T-10" b T-5" b 7'-1" b 6'-9' b 6'-6" b 6'-3" b 6-1" b 2" x 3" x 0.045" Snap 12'x' b 11'-5" b 10'-8' b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'4" b 8'-1' b 7'-9' b 2" x 4" x 0.045" Snap 1 15'-1" bj 13'-11" b 13'-0" b 12'4" b 11'-8" b 11'-1" b 10'-8' b 10'-3" b 9'-10" b 9'-6" 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. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 21468, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I O NOT T O BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAG 3.39 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 ,A•, Y i2" Y n n2d" 2 or 5 Rib Riser Panels Glass Rooms SECTION 7 Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms & Attached Covers 18,2 3 4 span span span Partially Enclosed 18,2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang Cantilever All Roofs 100 MPH 16'-1" 19'-10" 20'-3"' 15'-1" 19'-2" 19'-7" 11'-5" 14'-7" 14'-11" 12'-9" 15'-9" 16'-1" 4'-0" 110 MPH 15-7" 19'-10" 20'-3" 14'-0" 18'-2" 18'-6" 10'-8" 13'-7" 13'-10" 11'-6" 14'-10" 15'-1" 4'-0" 120 MPH 14'-8" 19'-2" 19'-7" 13'-5" 17'-4" 17'-8" 10'-1" 12'-10" 13'-1" 10'-11" 13'-11" 14'-2" 4'-0" 123 MPH 14'-6" 18'-9" 19'-1" 13'-3" 16'-4" 17'-4" 9'-11" 12'-7" 12'-10" 10'-9" 13'-8" 13'-11" 4'-0" 130 MPH 14'-0" 17'-9" 18'-1" 12'-9" 15'-9" 16'-1" 9'-7" 11'-10" 12'-5" 10'-4" 13'-2" 13'-5" 3'-11" 140 MPH 11'-2" 13'-9" 14'-0" 11'-2" 13'-9" 14'-0" 9'-2" 11'-4" 11'-6" 9'-10" 12'-7" 12'-10" 3'-9" 150 MPH 11'-2" 13'-9" 14'-0" 11'-2" 13'-9" 14'-0" 8'-9" 10'-10" 11'-0" 9'-5" 11'-7" 12'-3" 3'-7" 't" Y i2" Y n win" 2 or 5 Rib Riser Panels Glass Rooms Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Partially Enclosed Enclosed Overhang Cantilever All Roofs Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span span span span 100 MPH 17'4" 21'-5" 21'-10" 164" 20'-9" 21'-2" 12'-9" 15'-9" 16'-1" 13'-9" 17'-7" 17'-11" 4'-0" 110 MPH 17'-4" 21'-5" 21'-10" 15'-2" 19'-7" 20'-0" 11'-6" 14'-8" 14'-11" 12'-11" 15'-11" 16'-4" 4'-0" 120 MPH 15'-10" 20'-9" 21'-2" 14'-6" 18'-8" 19'-1" 10'-11" 13'-10" 14'-1" 11'-9" 15'-0" 15'-4" 4'-0" 123 MPH 15'-8" 20'-2" 20'-7" 14'-3" 18'4" 1 18'-9" 10'-9" 13'-7" 13'-11" 11'-7" 14'-9" 15'-1" 4'-0" 130 MPH 15'-2" 19'-2" 19'-6" 13'-9" 17'-7" 17'-11" 10'-4" 13'-2" 13'-5" 11'-2" 14'-3" 14'-6" 4'-0" 140 MPH 12'-0" 14'-10" 15'-2" 12'-0" 14'-10" 15'-2" 9'-11" 12'-6" 12'-9" 10'-8" 13'-7" 13'-10" 4'-0" 150 MPH 12'-0" 14'-10" 15'-2" 1 12'-0" 14'-10" 5'-2" 9'-5" 11'-8" 11'-11" 1 10'-2" 12'-11" 13'-3" 3'-10" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels / Glass Rooms Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Partially Enclosed Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 20'-3" 25'-0" 25'-6" 19'-7" 24'-3" 24'-9" 14'-11" 18'-11" 19'-4" 16-1" 20'-7" 20'-11" 4'-0" 110 MPH 20'-3" 25'-0" 25'-6" 18'-7" 22'-11" 23'-5" 13'-11" 17'-9" 18'-1" 15'-2" 19'-7" 19'-11" 4'-0" 120 MPH 19'-7" 24'-3" 24'-9" 17'-8" 21'-10" 22'-4" 13'-1" 16'-2" 16-6" 14'-2" 18'-5" 18'-10" 4'-0" 123 MPH 19'-1" 23'-7" 24'-1" 17'-4" 21'-5" 21'-10" 12'-11" 15'-11" 16'-3" 13'-11" 18'-1" 18'-5" 4'-0" 130 MPH 18'-1" 22'4" 22'-10" 16-1" 20'-7" 20'-11" 12'-5" 15-5" 15'-8" 13'-6" 17'-4" 17'-8" 4'-0" 140 MPH 14'-1' 17'-4" 17'-8" 14'-1" 17'-4" 17'-8" 11'-7" 14'-8" 14'-11" 12'-10" 15'-11" 16-3" 4'-0" 150 MPH 1 14'-1" 17'-4" 17'-8" 14'-1" 17'14" 17'-8" 11'-0" 14'-0" 14' 4" 12'-3" 15'-2" 15'-6" 4'-0" Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-23 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.1 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foan1 Core E.P.S. #1 density 3" x 48" x 0.024" Panels I Glass Rooms Wind Open Structures Mono -Sloped Roof Screen Rooins & Attached Covers Partially Enclosed Enclosed Overnang / Cantilever Roofs Region 1&2 73 4 1&2 3 4 1&2 3 4 1&2 3 4All I span span span span span span span span span span span spar, 100 MPH 21'-1" 23'-10" 23'-0" 20'4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 4'-0.. '110 MPH 121'-1" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" 15'-1" 14'-10" 4'-0" 12U MPH 20'-4" 22'-9" 21'-11"1 17'-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-'I 1" 13'7 4'-0" 123 a1PH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" .I.t'_7" 11'-3" 11'-8" 13'-B" 13'_2„ 4' C)" 13U M.PH 18'-0" 20,_2„ .19'-5" 15,_1„ •17'-9" 16'-3" 9,_.10„ 10'-'11" 10'-7" i 11'-1" 12'-i I" IL' -6" 14'-6" 14U iAPH 12,-4" 13,_9„ 13,_3" 12,-4„ 13'-9„ 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 11'-6" 13'-9" j 14'—'I" 150 MPH , 12'-4" 13'-9" 13'-3" 12,-4" 13'-9" 13'-3" 8'-7" 99'-7 9'-3" 9'-6" 10._8.. 13'-7" I 15'-2" i 14'-8" 3" x 48" x 0-030" Panels I r ;j . a P_ t c" x 48" x 0.02.4" PLitels I r-- 4" . Wind Opbii Structui-ws Screali Rooms Partially Enclosed j frilcloaw0 'Cvullrang / Wind i.ionu-3ioped Roof & Attached Covers 3 span 4 span � 3 .4 Tan sl.:.r: � cantilever Region 1&: s 4 1&2 3 4 1&2 3 4 161 3 ! .,11 2ti'-2" 1 25'-3" 120'-6" span span I span span spar. span span span span I span sp:,ii s; LM Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 15'-10" 18'-5" 17'-10" . 16'-8" 20'-10" ; 2G'-2" 4'-0" 110 MPH 24'-11" 27'-11" 97'-0" 21'-11' 24'-6" 23'_8" .14'-2" _T571 —0" 15'-4" 1 '16'-2" 150 .0,141'13'-6" 27'_5•, 120 MPH 23'-10" 26-8" 25'-9" 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" 14'-0" 14'-8" 17'-8" � -la -10" 4'-0" 123 MPH 122'-11" 20'-8" 25'-7" 24'-9" = 19'-10" 22'-2" 21'-5" 12'-8" '14'-2" 13'-9" j 14'—'I" 16'-0" 130 hnPN 1 2.'-2" 23'-7" 22'-10" ; '18'-8" 20'-'10" 20'-2" 11'-6" 13'-6" 13'-0" f 13'-7" I 15'-2" i 14'-8" 4'-0" 140 M 14'-5" 16'-2" , 15'-7" 14'-5" 16'-2" 15'-7" 1 10'-9" 12'-,3" 11'-7" '1 2'-8" 13'-8" 1 4'-U" 16U hiF'H 14.5 16_2" 1 15-7" 14•_5•, 16-2" 15'-7" 1 10'-0" 11'-3" 10'-10" i 11'-2" 1 13'-2" 12._9•, `- 4'-U" c" x 48" x 0.02.4" PLitels I r-- 4" . Wind Op.;n Structures i ldulru-Sloped Roof Screen Rooms a Attached Covers Partially Enclosed Eilcwsad j Lw c— i� n Region 1,._2 Spat 3 4 span span 1&2 span 3 span 4 span 1&2 spai; 3 .4 Tan sl.:.r: lc: s;�ir:i Jr ;i i I nau i z"all i All hooi_ IOU M2H 23'-5" 26'-2" 125'-3" 1 22'-3" 24'-11" 24' -I":' 27'-9" 30'-11" 29'-11" -U" 110 u%PH 23' 5" 2ti'-2" 1 25'-3" 120'-6" 20'-5" 22'-11" 22' 2" 13'-3" 14'-10" Ik'- 15'-. 1o' -J" 1 17-5" 4%0" 12u nAPH '123 MPH '12'-3'' 21'-6" 24'-'1'I" 24'-'1" I °3'-1'1" i 23'-2" 19'-1" 18'-6" 21'-4" 20'-9" 20'-7" 20'-0" I I _5 '1 1'-5" 13'-9" 15'— ' -' iU i3'-3" 12'-10" 13'-5" Id'- I I" i la' -o—' s 4'-U„ .'-U" , 13U id'rri i 9'-9" ,_, _1 ' I 21'-4" 17'-5" 19'-6" 18'-'l o" I O'-9" '12'-7" , i V-6" 12'-8" 1 T-3"1 4'-u„ i4U idPH 13'-6" I 15,_1 I .14,_7" 13'-6" 15'-'1" 14•_7•, 10'-1" 'I'I'-3" Ia-IU" 1.1,_3" 13'-3" i 12.-9" 25•_5•, 150 .0,141'13'-6" 27'_5•, 15•_.1 14'-7" 13'-6" .15,_ 1 .14•_1 15'-9" 15'-10" -411'1 "r U„ 4" x 48" x 0.030" Panels I�- Wind Opar. Structures iliouo-Slopad koof Screen Room., ix Attached Covert; Partially Enclosed 2.1c.oscr:JC-rir; ng / C8+1LIIaiV3P Region 1&2 span S span 41 span 1&2 span 3 span 4 span •i L2 span 3 span 4 span j •1&2l j span span i _ span All Roots 100 INPH 27'-9" 30'-11" 29'-11" 26'-5" 29'-6" 18'-7" 18'-3" 20'-5" 15''-S" 20'-8" 23'-1" 22'4" 4'-0- 110 MPH 27'-9" 30'-11" 29'-11" 24'-4" 27'-2" 26'-3" '15'-9" 18'-6" 17'-11" 19'-1" 21'-5" 20'-8" 4'-U" 120 MPH 26'-5" 29'-6" 28'-7" 22'-8" 25'-4" 24'-5" 14'-5" 16'-1" 15'-7" 1 17'46" 19'-7" 18'-11" 4'-0" 123 MPH 25•_5•, 28•_5" 27'_5•, 21'_11„ 24,_7., 23'-9" .14•_1 15'-9" 15'-2" 15'-10" 19'-0" 18'-5" 4'-0" 130 MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5" 15'-0" 17'-11" 16'-3" 4'-0" 140 MPH 15-11" 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" 12'-5" 13'-10" 13'-5" 14' 150 MPH 15'-11" 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" ■� t nr mo-° "•�" UM Lawrence E. Bennett, P.E. Un Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 Panel Produps 1801 N W. 64th Street TELEPHONE (386) 7674774 Ft. Lauderdale, FL 33309 FAX(386)767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 7-27 SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.2.3 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.030" Roof Panel I Glass Rooms Wind Region A" Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Partially Enclosed 1&2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26-8" 25'-9" 15'-10" 18'-5" 17'-10" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11' 24'-6" 23'-8" 14'-2" 15'-10" 15'-4" 16-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" 14'-0" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 12'-8" 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 11'-6" 13'-6" 13'-0" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-9" 12'-6" 11'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16-2" 15'-7" 14'-5" 16'-2" 15'-7' 10'-0" 11'-3" 10'-10" 11'-2" 13'-2" 12'-9" 4' -0 -- ' -0" d" x AR" x n nsn" Rnnf Panel Glass Rooms Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms 8 Attached Covers 1&2 3 4 span span span Partially Enclosed 1&2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 26'-11" 30,-1" 29'-1" 25'-8" 28'-9" 27'-9" 17'-9" 19,-10" 19'-2" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26-11" 30'-1" 29'-1" 23'-8" 26-5" 25'-6" 15'-4" 18'-0" 17'-5" 18'-7" 20'-9" 20'-1" 47" 120 MPH 25'-8" 28'-9" 27'-9" 21'-11" 24'-7" 23'-9" 14'-0" 15'-8" 15'-2" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 26-8" 21'4" 23'-11" 23'-1" 13'-8" 15'-3" f 14'-9" 15'-5" 18'-6" 17'-11" 4'-0" 130 MPH 22'-9" 25-5" 24'-7" 20'-1" 22'-5" 21'-8" 12'-11" 14'-6" 14'-0" 14'-7" 17'-5" 15'-9" 4'-0" 140 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16-10" 11'-7" 13'-6" 13'-0" 13'-8" 15'-3" 14'-9" 4'-0" 150 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16'-10" 10'-10" 12'-7" 11'-8" 12'-8' 14'-2" 13'-9" 4'-0" 6" x 48" x 0.030" Roof Panel I Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Partially Enclosed 1&2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 32'-10" 36'-9" 35'-6" 31'-4" 35'-0" 33'-10" 21'-8" 24'-3" 23'-5" 24'-6" 27'-5" 26'-5" 4'-0" 110 MPH 32'-10" 36'-9" 35'-6" 28'-10" 32'-3" 31'-2" 19'-8" 21'-11" 21'-3" 22'-8" 25'-4" 24'-6" 4--0- 120 MPH 31'-4" 35'-0" 33'-10" 26-10" 29'-11" 28'-11" 17'-10" 19'-11" 19'-3" 20'-9" 23'-3" 22'-5" 4'-0" 123 MPH 30'-1" 33'-8" 32'-6" 26'-1" 29'-2" 28'-2" 17'-5" 19'-6" 18'-10" 20'-2" 22'-7" 21'-10" 4'-0" 130 MPH 27'-9" 31'-1" 30'-0" 24'-6" 27'-5" 26-5" 15'-10" 18'-7" 17'-11" 18'-11" 21'-3" 20'-6" 4'-0" 140 MPH 18'-11" 21'-3" 20'-6" 18'-11' 21'-3" 20'-6" 14'-8" 16'-5" 15'-10" 17'-7" 19'-8" 18'-11" 4'-0" 150 MPH 18'-11" 21'-3" 20'-6" 18'-11" 21'-3" 20'-6" 13'-9" 1 15'-5" 14'-10" 15-6" 18'-4" 17'-9" 4'-0" 8" x 48" x 0.030" Roof Panel Glass Rooms 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 Partially Enclosed 1&2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 38'-6" 43'-0" 41'-7" 36'-8" 41'-0" 39'-8" 25'-4" 28'4" 27'-5' 28'-8" 32'-1" 30'-11" 4'-0" 110 MPH 38'-6" 43'-0" 41'-7' 33'-9" 37'-9" 36'-6" 22'-11" 25'-9" 24'-10" 26'-7" 29'-8" 28'-8" 4'-0" 120 MPH 36'-8" 41'-0" 39'-8" 31'-5" 35'-2" 33'-11" 20'-10" 23'4" 22'-7" 24'4" 27'-3" 26'-4" 4--0- 123 MPH 35'-3" 1 39'-5' 38'-1" 30'-6' 34'-1" 1 32'-11" 20'-5" 22'-10" 22'-1" 23'-8" 26'-5" 25'-6" 4'-0" 130 MPH 32'-6" 36'-4" 35'-2" 28'-8" 32'-1" 30'-11" 19'-6" 21'-9" 21'-1" 22'-3" 24'-10" 24'-0" 4'-0" 140 MPH 22'-3" 24'-10' 24'-0" 22'-3' 24'-10" 24'-0" 17'-11" 20'-1" 19'-5" 20'-7" 22'-11" 22'-3" 4'-0" 150 MPH 22'-3" 24'-10" 24'-0" 22'-3" 24'-10" 1 24'-0" 16'-1" 18'-10" 18'-3" 19'-3" 21'-6' 1 20'-9" 4'-0" note: I oral root panel wlatn =room wldtn -wall width + overhang. W E GVOOn Lawrence E. Bennett, P.E. Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P P.O. BOX 214368, SOUTH DAYTONA, FL 32121 "r, 1801 N.W. 64th Street TELEPHONE (386) 7674774 Ft. Lauderdale, FL 33309 FAX (386) 767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-29