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193 Brushcreek Dr (2)
8-16-1995 5:59pm FROM P. 3 OPA• CITY OF SANFORD PERMT APPLICATION b Date-' Job Address: Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Ev\C.\ Ob a 2!OCC 1;LX%\o w Q 4.'b. l_ Additional Information for Electrical & >Plutmbing Permlts Ele'etrical: V'Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residentiak AddWon/Alteration New Construction (One Closet Plus Additional) Plumblag/Commerclal: Number of Fixtures Number of Water & Sewer Driinage Lines _ - __ Number of Gas Lines Occupancy Type: `Residential Commercial r industrial Total Sq Ftg: Value of Work: S t 0 0 0 Type of Coinstruetlon:441 —AL&ab-srood Zone:,_ Ntimber of Stories: ( Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone' yywkk a3 3 znr 1 q01-330 52 tractor/Address/Phcna A't 1 c-• R Aw-• 1 -A 2Z 21 — y- State License Number' C _ - 0 L Q,..Qj— Contact Person: S Phone & Fax Num 321 • tal°1,—'V Z 'Jo'is i Title holder (If other than Owner). Address: Bonding Company: A.2 Address: ; Mortgage Lender: i Y`O i'ti- ot-C-0,0 Address: tk+ abo tJ3 3C Architect/Engincer. Phone No.- Address: Par, No. Application is hereby made to obtain a permit to do the work and -histallations 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. I understand that a separate permit trust be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS. and AIR CONDITIONERS, etc. QV„ a=S AFFIDAVIT:1 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 NOTJCE 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 COM NIENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acc1f=, p is veriSca ' that I will notify the owner of the property. of the requirements of Florida Lien Law, FS 713. I&-- Z-- Signaturo of Owner/rAg t Vale Signature of Contra /A t Date Print Owner/Agent's Name Print' Contractor/Agent's Name A.R-z-60; ` — Date cam"be on N DOOOM13 Ex*** 11212 lb sonde through Frond NotaWy Assn.. Inc. Comn bobn a DDOOM13 glob" 1ralrim Fbdit Motarr—Ann.. Ina Date Owner/Agent is Permmlly Known to Me or Contractor/Agent is personally Known to Me or Produced M Produced ID APPLICATION APPROVED BY: /5'#— Date: —7 — Special Conditiom HIS INS] RUNttNT FRLVAkW by, LAME DAa, .V CDR. D A&DRESS: r•,- BUILDING PERMIT Uf: 2977 ._.. .. - .. . CER1`1MI) COPY ; MARYANNE MORSE CLERK OF CIRCUIT,COURT SEMINOLE COUNTY. FLONIA Deb FS 713.13 NOTICE OF COMMENCEMENT APR, 31.0 200?t PREPARE IN DUPLICATE) State of Florida } County of c e/w f # V l e. / k v'c P t!- 3 / q 20 .s/p t9c)O O oT Ol t) The undersigned hereby Informs all concerned that improvements wW be made to certain real property, and in accordance with Section 713.13 of the Florida Statues, the following Is stated in the xo'I'ICE of CoDbflIEzNCEIi Z T. P . i / n /i 7 Legal description of property (plot, block, section, 00 General description of improvements: Owner Ni Address: Dr owner' s interest in site of the improvement: i•' Fee Simple Titleholder (if other than owner) Name: 4 !9 O [/P - Address: Jason Inc. ome mprovements Con' a actor. Address: 467 Forrest Ave, #124 Cocoa, FL 32922 Surety ( if any): 321-609--442 1 Address: jell Fran R77-ROg.3AS1d Amount Any person making a loan for the construction of the improvement: Name: Q Address: Person within the Name: of Florida designated by owner upon whom notices or other documents may oo serycu: Address: ()( h) Inadditiontohimself, owner dosignatos the following person to receive a copy of the Lienoes Notice as provided in Section 713.13 1 , Florida Statues. FIR in at Owner's option) - Name:, Address: THIS SPACE FOR RECORDER'S USE ONLY NARYANNE NMv CLERK. OF CIRCUIT COURT CLERK OF OMINOLE COUNTY BK 04394 PO 0673 FILE NUN 200287oa34 RECOROE 04i30/2M Oeee*09 PN ftOROINB FEES 6.00 RECONEO BY N NuIden II• I NMN N MwINI NIA IN 11R11 11 OW ER Sworn and subscribed before me this 14 d of QZ Notary Public 1 Z t t i . y JOANNE A LAKATOS y Commission N 000055313 E* Wes 1121MM Bonded f N. wo.. M.. r ' c County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL w r ' <i a 7 Y BOULDAT i-__.---+ F crni;unc t.tiurit NitrF trtyv+ruiasr o Lr 1.01 LC Mrd tf. San tori111.32771 va y•• t W 4Q? tio5 7itK. GENERAL Parcel Id: 33-19-30-518-0000-2010 Tax District: S1-SANFORD VALUE SUMMARY Owner: PRATT THOMAS V & Dor: 01-SINGLE MILDRED J FAMILY Value Method: Market Address: 193 BRUSHCREEK DR Number of Buildings: 1 City,State,ZipCode: SANFORD FL 32771 00- Depreciated Bldg Value: $97,714 Exemptions: 193 BRUSHCREEK DR HOMESTEAD Depreciated EXFT Value: $0 Property Address: SANFORD 32771 Land Value (Market): $21,100 Subdivision Name: CO3NTRY CLUB PARK Land Value Ag: $0 Just/ Market Value: $118,814 Assessed Value (SOH): $118,814 SALESDeed Date Book Page Amount Vac/Imp Exempt Value: $25,000 SPECIAL WARRANTY DEED 04/2001 04058 0549 $141,200 Improved Taxable Value: $93,814 SPECIAL WARRANTY DEED 01/2001 04022 1642 $24,000 Vacant Tax Bill Amount: $451 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 201 COUNTRY CLUB PARK PH 3 PB 58 PGS LOT 0 0 1.000 21,100.00 $21,100 12-13 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 1 8 2,335 1,718 CB/STUCCO FINISH $97,714 $98,205 Appendage / Sgft OPEN PORCH FINISHED / 142 Appendage / Sgft GARAGE FINISHED / 440 Appendage / Sgft OPEN PORCH FINISHED 135 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http:// www.scpafl.orglpls/weblre_web.seminole county_title?PARCEL=3319305180000201... 4/9/2002 Apr-29-02 01: LAN for. P770M. by PLAT Doak Masterpiece Homes 904 775 1397 L97IMEM V MES. INC. OT 201. COUNTRY CLUB PARK (PHA5E W) 56 PAOE(S) i 2 and /3 ; RECORDS or_9CM/NC Lt' COUNTY. rLOWA Lar 34 NEW UrMA MATAr eool 1. rAGe G7 NOO°03'3M 49.89' s I I a y 1v I I' n 1 In I I I 13.0' I i T 1 L M 200 ul dj 3 I.1o7' MODEL: IlZ5 "D" r MODIFI®) F. FINISHED FLOCK NELEVRTIDN . S&M n- O AINAGE -NFE 'A" - a -- WITH G' ZEAL MENSION '^ M COVMED PATIO -• W WITH V r-UNTGAME ETMNS10N iIlinRx- t ib' p8DRIVE I I BfJJCWNG SE18AdC5 Ar a I MAR 23' I soc: s• + ISIDES"Wh BUXDNO NNE: so' + \ I LOT 2O1 CONTNNS % !q+% 10& CW4 SouAM FEET/tt13J ES /- •Rt` Q S, ' i ROOD GEIRMANAGDOUr i1F7CAAL Er1 r '' '!• -`G' avoQ + , RAW YAP. RR1E STRUC1v1RE C 90 si00M HEREON DOES NOT L W*W \Sh, v33;5: a9i THE 100 YEAR FLOW NAZ EA.. MSMS SmWnwE La[s.'1(14 .- \ C26 9 sa9. M C0WJUWTY•PANEj.:41 p•E r,;:i.:. r tnreurt MYr- %"Llll7. isalr, s• ;J• ; :: • \, . • F9F T 7p1ANf` ... .:..•.:., r•,,,••'y - Ow r.atARnr yA+ sAsrD'bn .s.':••c: i;vy._w. LOT v701saw JVOOtit7 711 `Ci T 1 NE- 0!' ^ M:" T1pVS ANp LOr' • AC[•Tv t 9lpilly '""• 11EMCN ARr :1itS[ D Qµ;:rti' NIP. Zy Fuws iaR. R++ E.F cT • . - 81ILSDNCiTIEa-A1RL'rTQ ' ATIpN.-.•. • . ;:::•>••, 4-\ PLOT -FLAN ONLY; LOT NOT, SEEN STAKED •.t' uv THE AERA-.•-_.:_ , 7NJS /S NOT A SUR -• m P.02 e L Lar 34 NL'W VrSALA PLAT BOOK 1, PA+Gr- 6 7 LOT 200 rx Sri oq:lo E d a MODE L: IIZS..D.• MODI F-1 1~ 1 N 15 HEU FLOG X tLIEV RT!DN : -T&.DD AGE Ti PE "A" . . lt i? RA Ili! N to 1C'i' N51ON 4 1 0IZ WE ruqlq. IT C in 7_ wirr.r... , pit wl w. ,, ., ... ram. .. . Apr 19 02 09:09a Engineering 6 Planning 4073305679 p.1 CITY Of SANFORD ENGINEERING PERMIT PERMIT No This permit shall authorize work to be done in ti,e City of Sanford based on tl,e approved construction plans andIII(! information provided below: Right -of Way Utilization ............. Driveway ................. IPI Applicant Name: z n Jj' Address: 6 7 /cp``z, , Au#.2y Phone: 3 9(Oay} { flight} Proiect Location or Address: /17 ', Title of Approved Oovelopment Plans: t r `.q / or T . ew/azy/ — Ada/: i Approval Date: Schedule of Work: from To f:rr,crge„cy lRepairs....... CD Proposed Activity: Oriveway Installation ....... 0 Aerial Utilities ....... 0 Underground Utilities ....... 0 BoreandJack ....... 0 Open Cutting of Roadway ....... 0 Sidewalk Installation ....... 0 Other ....... 0 Specific Description: w...........• Excavation information: Total Length 7X 11 (F11 Number of Op.en..Roadw.6ayCuts Aerial Information: Length (FT) Number of Poles (Existing) (Kew} 1 ........................... • . It is -understood and agreed that tl,e rights and privileges herein set out ate grarited•6nly to the extent of ti,e City ofSanford's jurisdiction and tine right, title, or interest in the land to be entered and'used by tfte permittee. Tile permittceshallatalltimesassureallrisksofandindemnity, defend, save harmless the City of Sanford from and againstOil *loss. cost, damage, or expense arising in any manner on account of file permit request by said permittee Oftheforesaidrightsandprivileges. In the event of any future construction of roadways, utilities, slormwater facilities,or any general maintenance activitiesbytl,e City becomes in conflict will, (fie above permitted activity, the permittee shall remove and/or relocate os necessary at no cost to (fie City of Sanford, insofar as surly lacif,ties are within II,s public right-of- way. 'CALL THE PUBLIC WORK OCPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION APPLICANT SIGNATURE DATE: /J 4 .. 4 ..... % .. 0 .... 4 .:.... -- fievicweti: Public Works._.__-__ Darc Utilities ------...... _. . Dale AI' I'ROVf:I): (:ngincerinrh Darr t,V,nfy Roo" ` a o .ENT a y I a 0 4ARACG V I WA f. X DRIVE WAY v e 193 SRuSNckIfEK D4r f I o o t u o i I I I u O 1 I V O I 1 4 e- 7ro• I J1 1 IQ oaw- S wa/a - Sick woo - Dr; ,.cw - / Q 4xb ` L Soc lk G/Q At G fYG $ 4` Irti \ c ROAL'RTY tfNE A•DO f T IO N T^+f AIJJ I-In'Ll6 DRA i a 2 /SfocNc V,d1d6t0(1Oporatlons Adminlst ator) AAMAKAA CERTIFICATION PROGRAM NOTICE OF PRODUCT CERTIFICATION Elite Aluminum Corp. 1801 NW 64 St. Ft. Lauderdale, FL 3'4309 Attn: Mr. Peter Zadok The product described below Is hereby approved' for listing in the next issuo of the AAMA Certified Products Directory. The approval Is based,on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory, 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA/NWWDA 101/I.S. 2-97 RECORD OF PRODUCT TESTED LABEL 1 i18455-Tbt72 ORDER NO, COMPANY AND PLANT LOCATION CODE SERIES MODEL 8 MAXI MUM SIZE TESTED NO. PRODUCT DESCRIPTION ERR Aluminum Corp. '630 SASH 1801 NW 84 St. EAC-1 (AL)P09(CG) 6F gp71l, X 5,11, By Request FL Lauderdale, FL 333M (AS1M 2. This Certification will expire December 20, 2004_ and requires validation until their by continued listing In the current issue of the AAMA Certification Program Directory. 3. Product Tested and Report by: National Certifled Testing Laboratories A) Report No.: ?10-2637-1 B) Date of Report: January 17. 2001 Revised: February 1 s-2001 C) Date of Receipt of Report by Administrator: March 2, 2001 NOTE. PLEASE REVIEW, AND ADVISE ALI IMMEDIATELY IF DATA, AS SHOWN, NEEDS Approved for Certification: CORRECTION. A4ocidLaboratories, Inc. Date: March 6. 200t cc: AAMA JQS:df NATIONAL CERTIFIED TESTING LABORATURIEs 1484 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1366 •, FAX (407) 240.8882 STRUCTURAL PERFORM•4NCE TEST REPORT Report No: NCTL-210-2637--1 11'est Date, 12120/00 Report Date: 01 /17/01 Client: Elite Aluminum Corporation 1801 NW 64th Street Ft. Lauderdale, FL 38809 Test Specimen: Elite Aluminum Corporation's Series "630" Type ICY bTorizontal Sliding Aluminum Prime Window (HS-055 72 x 72), Test Method: ,4AMAINWWDA 101 /I.S..2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Gloss Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a Type XX horizontal sliding aluminum prime window measuring 72" x 72" high overall. The active panels measured 35" wide by 71-112" high. One (1) metal spring loaded claw -type was located at mid -span of all active meeting stiles. 77te frame was -of single screw mitered corner construction with metal corner gussets, The active panels were of single screw mitered corner construction with metal corner, ssets. The vent had a 1.5116" sill riser mounted to the interior of the specimen. Glazing: Both panels were c)tannel glazed using double strength (0 ,i85" thick) double - strength glass with a vinyl glazing bead. Weatherseals: Two (2) strips of center fin weatherstrip (0.1901,h4gh) were located at the lock stile. A single strip of center fin weatherstrip (0.190" high) was locat?d at the meeting stile. A polypile dust pad (518" high) measuring approximately 7/8" wide x 3-718" long. w,located at the sill of the frame meeting stile consisting of two (2) 7/8" x 7/8"dust pads rQpaee.. P apart. An adhesive backed closed cell foam dust plug measuring 718" wide by 3';lDrt 13y l/2" .high, was located at the head of the frame at the meeting stiles. Weeps: Four (d) weep louvers measuring IS/ 16"x 3/16'and emplo."ini 00774tic weep cover ... were evenly spaced at 36-518" centers at exterior vertical leg of the sill. PROFESSIONALS IN THE SCIENCE OF TESTING f 1 Elite Aluminum Corporation .2 NCTL-210-2687--1 Interior & Exterior Surface Mnishs White painted aluminum. Sealant: The jamb/sill, frame and active panel were sealed with a silicone.sealant. Screen: The fiberglass mesh cloth insect screen was attached to the window assembly with a solid vinyl spline. r o. -2j7 tk QLTest & Method Operating Force Interior Panel- Open Close Exterior Parcel Open Close 2.1.2 2.1.8 2.1.4.2 2. z.8 Deglazing Exterior Parcel Top Rail. Bottom Rail Left Hand Stile Meeting Stile interior Panel Meeting Stile Bottom Rail Right Stile Top Rail Air Infiltration 1.57 psf (25 mph) TEST TES ULTS 50 lbf) 50 lbf) 70 lbf) 70 lbf) 50 lbf) 50 lb f) 70 lbf) 70 lbf) Water Resistance 5.0gph/ft' - WTP- 8.25 psf Uniform Load Structural 52.5 psf Exterior 52.5 psf Interior Forced .Entry Resistance- Level 10 See Appendix A) Ayeciured 1.2:, lbf 0.5V lbf 5.50 lbf 10.00 lbf 25 % (0.125') 24 % (0.120') 38 % (0.190') 38 % (0.1901) 39 %. 0.195') 30 %. 0.150") 39 % 0.195') 30 % 0.150') 0.26 cfm/ft' No Leakage 25 lbf 25 Of 25 lbf 25 lbf 100% 100% 100% 100% 100%. 100% 200% 100% 0.80 cfm/ft' No Leakage 0.0s0".- .' 0,286" 6 '•' . Elite Aluminum Corporation 3 1. NCTL-21 n-2637 X The tested specimen meets the performance levels specified. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy ofthisreportalorW. with representative sections of the test specimen will be retained by NCT7, for d period of four (4) years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. Tiais report does not constitute certification of Ow product which may only be granted by a certification program validator. NATIONAL CER77FIED TESTING LABORATORIES DA COrn4ER T la ROBERT Dl:FAY E Manager of Testing Services Elite Aluminum Corporation 4 NCTL-210-2687--1 FOR DOUBLE HUNG AND TYPE XX HOIUZ- SLXDING WINDOWS (ASSUMES THE SAS"ANELS ARE NOT IDENTICAL IN CONSTR UCTION) GRADE 10 APPENDIX A Forced Entry Resistance Test Results Test Method. ASTM F588-97, "Standard Test Medtod for Measuri.V the Forced Entry Resistance of Window Assemblies, Excluding Glazing- Impact': TEST .RESULTS Pamm h No Loads Dii.ration Meg_qured. Allowe 10.1-,Lock Manipulation 5Minutes No Entry No Entry 10.2.1.1-Test AI Interior Sash LI-150 lbf 1 Minute No Entry No Entry Exterior Sash LI=150 lbf I Minute No Entry No Entry 10.2.1.2-Test A2 LI=150 lbf I .Hinute No Entry No Entry Interior Sash L2= 75 lbf interior LI= 75 lbf I Minute No Entry No Entry Exterior Sash L2=150 Ibf interior 10.2.1.3-Test A3 L1=150 lbf 1 Minute No Entry No Entry Interior Sash L2= 75 lbf exterior L1=1501bf 1 Minute No Entry No Entry Exterior Sash L2= 75 lbf exterior 10.2.I.4-Teat Ad L1=150 lbf I Minute No Entry No Entry Interior Sash L2= 75 lbf interior L1=150 lbf 1 Minute No Entry No Entry Exterior Sash L2= 75 lbf interior 10.2.1.5-Test A6 LI=150 lbf I Minute No Entry No Entry Interior Sash L2= 75 lbf exterior L1=150 lbf I Minute No Entry No Entry Exterior Sash L2= 75 lbf exterior 10.2.2.E-Test A6 L1=150Ibf I Minute No Entry No Entry L2=75Ibf exterior L3=251bf exterior .- 10.2.1.7-Test A7 L1=150 lbf 1 Minute M')` ntry' +`•I .Jq Entry L2= 75 lbf interior •' - L8= 25lbf interior Lock Manipulation 5 htinutes r Vo Enday 1Va Enfy Comparative Analysis and anchor Chart Series: 630: Aluminum Horizontal Sliding Window Test Size: 72" x 72": Based on NCTL-210-2637-1; DSB glass Tact flip- 14ti n nei CA010144 15•Feb-2001 0201112 n ow Size (inches) Design Pressure PSF Nurnbcr of Anchors In Frame Main I Me lg Exterior Interior Head S Sill Jambs 66 X 24 70 70 4 2 66 X 38 70 TO- 4 3 . 86 X 38.375 70 70 4 3 66 X 48 70 70 4 3. 66 X 60.625 70 70 4 3 66 x 60 70 70 4 4 66 X 63 70 70 4 ' 4 66 X 72 62 62 4 4 72 X 24 70 70 4 2 72 X 38 70 70 4 3 72 X 38.375 70 70 4 3 72 X 48 70 70- 4 3 72 X 50,625 70 70 4 3 72 x 60 70 70 4 4 72 X 63 70 70 4 4 72-X 72 60 60 4 4 Note: 1) Where water resistance test requirement of 15% of design load applies:, positive design loads will be limited to 36.0 psf, due to a 5,26 psf water test pressure achieved In test. 2) The above chart applies to the following Installations: A) flange frame window in concrete or masonry opening wffh one by wood buck, using 3/16" dla. tapeons, or equal, of sufficient length to provide min. 1" imbedment Into concrete or masonry. B) Flange frame window In concrete or masonry opening with two by wood buck, using 08 screws of sufficient length to provide min. 1-1/8" embedment In-lo concrete or masonry. C) Fin frame window in two bywood frame opening using #8 screws of sufficient length to provide min. 1" embedment into wood. PRGPARM0 BY. PRODUCT a APPLICATION ENGINEERING, INC. 116 WEST GREENTREE LANE LAKE MARY, FLORIDA 32740 PHONE 407 8(r--0355 FAX 407 605-0363 Broward County PRODUCT APPROVAL SUBMITTAL FORM WINDOW submillel Elate — For Bldg, Dept. Use Ortly ContrvUPumi01'_ 1.1 Manufach"r, Elite Dona 200 W'un owa, Ino, n) Model Name: Morizontol 81kon prime Window b) Model NamurSari" o) Unit 81t:e: 72- x 7Y Max. d) vents {Ntunbar d 51se): > ' x x, e) Rated Uniform Ali Pressure CopwKy (Bawd on Test Digs) 1) NopatNe (pet): Bee comparative analysis on back U) posltlw (pat): woecomparo a arw s on PICK f) Impact Reablibiit -.—W Yea RQ No 2.0 Matwial Charaeterlatica 2.1 Muing e) Material: Doubts otranpth (118- Tftk) annealed glass b) Cll=kV Method: Fledble vin II91w1neollennel 22 Hardware a) Deaorilption and location Loeldno Device: fit metal eprino loaded ciaw•NDe lock A - mid scan or sa0h Bash leold y stile, 23 Weepholes a) $Ino:.(.giw..>'1'.R meaaunl,s 1r_rtl x3ne' b) Sparing 6 Local1w., Family agaced @ 1 O§K O.C, In extorlor vertical lee of enl. 2.4 Type of Weelher•shlpping: Cr+ta fin 2.5 Additional Reinforcement: one 2.0 Location 6 Type Required Field Applied Seefante: Latex caulk - behind wfndm flan e wA rfwpar ate Test wed 4A MseonryOpenings a) FastenersCIYPa8ote): TX—nIra.,7ne''a"3,oel b) Fasteners spacing' a ksd a Sit ir Irdrn all, M"or a s morn mrp. ran „es. dirvotion: O ea, la a My. c) Min. Festenor EntbednwM: 1• into calcrete or m^ eseonry d) Max. ONM Ffpecln9: o) Buck 1) Typammorlar wood 10 fte: 1 x 2 11D ConAQuratlon: behind fame ji mb, d head N) Structural: Yes X No 4,2 Wood.Framed Openings - a) f'aslenom ('Type & 8tre): #8 scram I -set 3,0 C) b) Faslenof SpaGno: Need` i M W IPOM ea. aornYl e, T rran rmg. ran In ore dw%PU n: Q em. •D O! c) Mtn, FWondr Ptnetfrdfon: VIM suV»tnta - --- - d) Max. Bhlm Spacing: y: e) Min, Substrelte Regtlfmd: 2 x 4 42 Other Openings (Alm*-Jm screen room) a) Fastensra type b 811MY #8 Yoram b) Fastsnerbpacktg 8tr11e ss ter o) Mtn. Faslerier Penetralion: Penttrala urnwgh alu_min_u_m d) Max, 8hlm Spacing: y: e) Min. Subsirede Required: NIA dA Optional Gmphlc Illustration; Yes No If yes, plmo ettsoh drwMn91. It Illuotratk n Is addod, said saaohrnaed muM accompany this torn. I Multiple Window Installation Requlntments: 5.1 Mullion a) Type; oaf0lAetlons reduyed for apeelf o aDplleatlorre b) lilze colkarleUon_rr requfrad for speed o a Iloatikms o) Attao manta os s requ rjiaccli,e applications q MW1bn to Bolting - Faslwelts (Type. 8126 9 No.):_ NIA Caps 0Wo, Size a No.): IWA -- --- — U) WYWovr Frame to Minion Attachment Faatenam Crypt a Size): WA 8pocklg: N/A -- -- early No.16258 ASTM a2b3•gt Ak kraals on Ltskags Orlando, Florida _ 8.1 • Test reports ay net re"ksd to be wbrnklod. 8,2 Application for building permit shrill Include M otglntk Of this ropeM, SIOMud and eaaled by a Profemlonal Englnar, T"wod s nd approved by the design ptafesrlwlal of Word. 11.3 labels and Idtntaleulon shall be In amordence wan the regtdremants or Sw[on 3504. 8,4 All eery previtlons of the aouivt f•Ter1d10 MAding Coda. Brwwd Edston, shad appy. as C) Tests art required a 1.1.f Is ehwW'yae-. _ 9,1 To the bout of my knovrlsdgs and obaly the above windmv cenfowns to the requlramerto a the South Flodda Bunding Code. akoward County 4Okv. -j, - - AP State of Flarijid, P10100 tonal SnOKOOf Manuel Martinez. P.E., UeormV447i82 D'-.'•c Product d APPueatbn Inc. Phone (407) OOSom Fax OM 008-0366 Approwl a 0201112 qN6 3101 Eke Logsdon Not epplkebit to repleeema"S Mae than 35 000 end In wrnpasrwe with Tobie 35-H, 8e9 Section 104 slid 302.7(b)(1). IMPACT PROTECTION SYSTEM CONNECTION TO 2" ELTIE A GRAND 71EW ROOM SYSTEM IMPACT PR TECTI N PANELS SHA`L PR VIDE PRODUCT APPROVAL BY OTHERS AT MIN c PSF" POS. OR NEG. PRESSURE SEE ACCOMPANYING MASTER PLAN SHEET BY UNDERSIGNED ENGINEER POR ALLMATERIALSPEC] PiCATIONS. CONNECT IONS, AND INFORMATION NOT SHE:'T-, N OPTION I - WALL PANEL INSTALLATION SECTION -TYPICAL SLIDING DOOR OR OPTION 2 - WALL PANEL INSTALLATION OPTION 3 - WALL PANEL INSTALLATION WHERE PANEL DEFLECTION EXCEEDS SECTION - TYPICI=._ WINDOW OR WHERE SECTION - TYPICAL WINDOW OR WHERE SPACING FFOM WINDOW PANEL DEFLECTION EXCEEDS SPACING PANEL DEFLECTION EXCEEDS SPACING FROM WINDOW I FROM WINDOW R 1 1 r 11" O .0 .w,x 10 6.5- D.C. MAX i 2' X 2' X .125 CONTINUOUSAo ALUM. ANGLE TOP AND BOTTOM v 6.5- 0 .0 .MAX r 12- 0 .0 _ & ENDS 98 r 8" O .0 . & ENDS PROPOSED SLAB & FOOTING DETAIL r 1 THROUGHi ROOF AS SPEC IF IED ON MASTER PLAN SHEET A I 1 r 6.5'' O .0 .MAX A \ 2' X 2' X .125 CONTIMUOUS 1 ALUM. ANGLE TOP AND BOTTOM L_---------- r 6 .5- 0 .0 .MAX THROUGH BASE NNEL MAY EE OMITTED 2 r 12'' 0 .0 . & ENDS DR 18 r 8- 0 .0 . & ENDS ALL WORK SHALL BE PER ACI 318 P.EBAR = AS -'TM A-615 GRADE 60 WWF SHALL COMPLY WITH ASTM A-165 SLAB SHALL BE MIN f•c=2500PSI AT 28 DAYS ON 2000 PSF MIN COMP,crTED SOIL. ALLOW 3 DAY CUPE PEFOPE INSTALLING BOLTS 3" tit 1N BOLT Er-20 EDC= TO SLAB FACE OFT . 112" 1 "+- #2 12" 0 .0 . &ENO\ KEYWAY +- QR n Nn I 1 Lima 4... ... .. I U 10 / 10 VIWF 2KSF M IN 12 ' ADD 2ND o / 5 BARS SOIL LAYER 30'' CONTINUOUS COMPACT BACK IN TO 907 4"+- OPT . DENS ITY r ALTERNATE - F PROTECTION SY%--J SLAB,STAG.GFR 70c TYPICAL' ELEVATION - CALT I S PROVIDE STORM PANELS AT ALL GLAZED WIND W OPENINES. TENER 1..:.. ta: d+;TMT='IS VITM 1 v2' x 1/8' GALV J ¢giprM;irTj::C t'}3PF 9lSt::T 11 I/A', 2 - EMBED OR MANUFAC4t794;(:; Edi:pv:WG!i1::X1'tel 1' x i A18G LV. WASHER IMIN. SNiA}ifY.0ib [p_) SH$:;a- POP RIVITS. VITM 1 1i2- x 1/0- GALV VASMr}'•••• BE;ktRRFEik:ic:I;A( 7O WALL COMt•EC710NS 70 PROVIDE FULL GLAV. WASHER A8% IiA"1C;:7;T?:7AFt j r i::(Mjf'f{: Atpy D. EOUAL VITM 1 I/2' x 118- GLAV WASHER d 'END$`:Ajjj7t% j'r;; NCNT OF CONNECTORS IS DEFINED AS 2' ED ACROSS UNLESS OTHERWISE NOTED G E f-€'y :: N 0 T E S 1) THIS DETAIL HAS BEGIN::QJ!£A{ :ij9:_:Aj: HDPLEMEN7AL DESIGN DETAIL70THEELITE ,RAND Y!: DERSIr ... ' :' iN MASTER PLAN SHEET BY iME NCD ENGINEER O(Jt; ;:_;: TAIL ONLY VALID WHEN SIGNEDANDSEALEDBy7NEABOVC*.W-F£RS'tirED ENGINEERM DKv AND ACCOMPAt"'D_Bv THAT pg;'t1{::' ALL DEDIGN CRITERIA, MATERIAL SPECIFICAT(pf{$"'MAES. DETAILS. AND FASTENING METHODS FROM1IMA7MASSTy i1:I:y'$INpLL APPL VIT1S1Hg:jTRp?GFS. RESPONSIHILIIY 70 INFGRM AND EDUCA7E THE ENDusOtt;;;T ::J'(l (1:Y AND INSTALLATION PROrEDVPE Or THE IMPAr_7PR07.r*,C'(I.W:;.Y;$iE)K; ::;iiE SYSTEM SHALL BE PROPERLY INSTALLED PRIORTO !Ta::?IALlp]tia:;:*jilr'E WINDS D> TtISiXH Ii fIX #fil{C{S NO ATTEMPT IN THIS LAvDjl PLAN TO DESIGNil7fR•S DESIGN tY THE IMPACT PRO7EC7ION PANELS. THIS Rli::W:'t.':M 1STRATES 7HEfa COMNE C7ION 70 1Mff ROOM SYSTEM. Pal t yi" 5!61iCC HE DESIGNED 10 VIINSTAND BUILDING CODE FORCES AND i,'IjAS::PEp• ASCE-7 THIS ENGINEER OR ANOTHER ENGINEER MAY PROVIDE y:::3f?p4c:k:;f?ROTEC7ION PANEL DESIGN t CERTIFICATIONS SEPERAIELY AS REOUlPrD fx;:YHt$>SYRUCiIIaE HAS BEEN DESIGNED AND SHALL BE FABRICATED INACWPDANUvllwTHEPEr,4AREKN7S Or THE APPROPRIATE BUILDING ai:inDE IN EFFECT AT THE TIME OF PER-17 APPLICATION rON7R;C-.Cp SHAL. j:jlVESTIG4IE AND COMBCaN TO ALL LCCAL BUILDING CODE AMENDMENTS VHlrw MAY APPLY DESIGN CRITERIA BEYOND SLATED ABOVE MAY REQUIREADDIIIO.-L CERTIFIED ENGINEERING 5> ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SMALL BE BOLTED OR FASTENED WITH POP RIVITS OR OTHER POSITIVE rLSiENERS AS SHOWN IN ACCORDANCE vIIH PROPER FASTENING METHODS ANE•CODES ANY FASTENER STRIPPED OR NOT ADEOUATELv NOIDING SHALL BE REPLACED 5> FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH 1i2- DIAMETER WASHER UNLESS OTHERWISE NOTED 7: ALL FASTENERS TO BE 20?4-14 ALLOW, N0N- GNCTIC STAINLESS STEEL. ORCADMllJtPLATCD'OR OTHERWISE CORROSION RESISTANT MATERIAL ANDSMALLCOMPLYVllw5.1.1C. SPECIFICA71ONS FOR AL,_" S7RUrTURES - SEC7IDN 1. THE ALUMINJM ASSOCIATION INC. t APPLICABLE FEDERAL, SI AT E. AND LOCAL CODES 8` THE CONTRACIOR IS RESPONSIBLE TO INSULATE ALUMINUMi MEMBERSFROMDISSIMILARMCIALSTOPREVENTELECTROLYSIS 9) ELECTRICAL GROUND AND ALL RELATCD WIRING AND CONSIDERATIONS TO BE DESIGNED BY OTHCRS AS REOUIRED 19) ENGINEER SEAL AFFIxED KRE70 VALIDATES STRUr1LRAL DESIGN OF WALLSYSTEMASSHOWNONLYUSEOFTHISSPECIFICATIONByELITE.., Ai INDEMNIFIES AND SAVES HARMLESS THIS ENGINCER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MAI EPIAL FA9PICA7ION. SYSTEM ERECTION. AND CONSIRUL'TION PRACTICES BEYOND TWAT WHICH IS CALLED FOR BY LOCAL. STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN 11) ExrEPT AS ExPRESSLv PROVIDED IN THIS SPECIFICATION, NO CERIIFICA710NS OR AFFIRMATIONS ARE INTENDED THIS DDrUI[Ni 1S IMC PPOPERTv DF FRAMx L. BENNARDQ PE AND SMALL NOT BCRCPPDDUCEDIN %SX, OR PART v11wDu vPIT TEN CONSENT DF FRANc L BCNNAADQ PE. 9% FRANK L. BENNARDQ PL. FRANK L. BENNARDO. P.E. CONSULTING ENGINEER 1860 N W. BOCA RATON BLVD BOCA RATON. FL 33432 561) 391-2888 ( FAX: (561) 068-6478 All F VALID ONLY WITH ENGINEER SEAL TANK L BENNARDO. F.E. 9PE00=65:9 FOR (1) JOB ONLY 199 l 3j 1 J., col-V coa Inaza,i- r E-+ O w0UaU` IV r Ozza 0co zz U r oa y (ro_ D W c W ~ w C l REVISIONS IIDESCRIPTIONIFATE NO °SCALE DRAWN BY: A R Pud N: 6 165— 14 1 SHEET: 1 OF 1 7Z'v,&a" 72 " X &0 zl$%1NG liter 12 V07''S u 1. ROOM N AL)noMt] COI o2 Z iDDRS ter-t1 VJ D o S j/J q t"tio.ap COL.otZ 3. Dooas To 81_ l Nyo tj4-iF-D I C1-F'4 2 - Aw F rLOOR S-/ FI.Lbrz L r Jr; r aN unN i BF..iFM r 4 AfME,r 1'i4F ah a GNB rd,•?H N "a,. ' r i t a . r K X, w ! +^YA a [ay !, i :: is ° f E . -, i S C • M x Z t t' + ' , lYr...°t "v`+ F * r ' f'hru}? Eki •, x ^r;+r.s `: i y, 7"`ax i .: t J:... <;. " E i ' :.y_.r i,? xMy`IL'i xy.' LA /" 'Im'd• pe , x ': '"'. a'.:r,r. 3vsT-,c Jf: fi .,' tip a+ ;MJl+ .x •'•• ., .. , - ... .: wry' ! lH' f w l ;Cky • i A .. } xYYt f t i f (»- t , ' 1 ,a{' .r Y y!_' y}' M',t ti ar rt.i -a. • .rlri1 a + R 4x. it } +R• t , a Q E ." ,I"'!'. _ r +'y"t - ,, - t rP ` ,f,,t•`' ;. 'l-+ rl E' "'•Y. 3 +_ i : %i iyf';• .L ' E 'fit' 1•i ;e' t 1 1};`ii i'r. i r F Ki'a+ k .Y f , F ; Y r - . p. • y t,.y ti! y`.yr , ii. e _ C. ,,,9., s 2 . . "' 1 . f .'- k M t$'''',,_ ,. , ..;s4 . ! , R y . i'. 1. i f",1 fr. $` tj •{ w • dal ,.a t.r ?1 X 4 :kti1• .wl M• I/4' T.B. II' O.G. C4) 1_ 1ITEK9CIws, (1) Ea r r ROOF PANEL CORNER . (1) AA MID -LENGTH, UND. PER 4' PANEL E L I I C UN I VE iFt- SAL 3x WALL PAN,_ 51' TEM CONNECTION TO STRUGTUR= AGG;=r,r- ES ON SKYLIGHT PROD. APPROVAL ALL (3) SIDES OR I, _ a a v 11 F RE55L'RE SENSITIVE OVERHANG- SEE PANEL x= TABL=5 5HT „ 2 I/4' LAG BOLTS _ WOOD OR CONCRETEc wlNDowIF_c 2' FROM EA END (OR) DESIGN NOTES 12' EA_ SIDE FLA5-NG TAPE w — - ADD I/4' LAG BOLT • 12' OC. ENDS TO 2' SOUND FASCIA. Eti.r,FE -Z $' OC. WITH I/$' _ - -- YPE EFASCIA15SECURELYFASTENEDTOEACHRAFTERSKYLIGHTo00oQ _ o WITH lU 1/a' X 3' LAG MIN. CENTER LAGS TO RAFTERS. \ DOME °° o c ° ° ° o ° ° W X 1.5' A> ° - ° o o - GUTTER I ENSURE 1 IR' MM. PENETRATION °0 0 0 0 o GONTINU US o 3', 4', 6' OR $' EPS PRE -DRILL HOLE TO AVOID SPLITTING ID24' FD TO U \ RECEIVING ° ° oo ° ° ° o PLATE UNDER o CSEE SPAN TABLET °'I A I 18' MAXACED70714LL \ o o I PITGCONCRETEORl-Ye) CHANNEL LRoor PANEL - EP-13 (i EP-14) o 0 Ekls) FILLED MASONRY • _ _ \ \ DRG a VERIFY NEED ° 0 0 0 0 = D rER OR T /Ee_z3 WITH LOCAL ° o JII LIL '12 X 3/4' SMS b' CL. R'ss CODES ° off, '$ X 3/4' SMS 18' T a B EP 13 (^P 14 o ° (3 PER PANEL EA SIDE) V4' X 7h' TAP'CO•i 2d' X 48' MAX sKrLcr.T OPEN I E AT PITCH) o 11 2' NOMNAL ELITE 2 A. = CONDUIT FAN SUPPORT 2' X 3' X I EP-01 STRUCTURAL EP-23FACIAMMIMAJM ENDS BAL • ID-0' ADHE ALL 4 SIDES WIRING HA 00. A FAN INTEGRITY BY OTHERS I I WINDOW OR 2 x ' SMS I ELAAITEIDOORE": NOTE: USE HILT] CARBON STEEL & BOLT DIAM. SLEEVE ANCHOR TO HOLLOW BLOCK 41 PER W PANEL T . B. ADD (2) SMS 2' 4' FROMI EACH ENCLOSURE END T 4 B. HEAVY I I PANEELL SEE TABLE 2 AT SAME SPACING OR USE )i SPACING FOR TAPCON FASTENERS ADHESIVE CAU'L< TOP . SOT A PLACE 3) AT EACH END 2 FROM END, 2' APART CONTMUOUS I I I I P-13 EP-22 OR EP-01 TO 5TRUCTURE (TYP.) SECURE TO MASONRY STRUCTURE USING 1/4' X 1 3/4' EMBED TAPGON5 4' FROM ENDS • 18' MAX Or- 4 TO WOOD WITH I/4' MX11/2' EBED 4' FROM ENDS 4 6' MAX O.C. K2 X 3/A• SMS it 12• • =\DS INSIDE \ i C- .'CAP TO PANEL) \ OPTIONAL OPENING FOR 12' X 80' SLIDING DOOR (MAX) BY OTHERS TO "EET REQUIRED PRESSURES I A b0, Isyz I C S 4e II 12 SMS E.E. t 12' O.C. INSIDE 2 OUT 3'0' X 6'8' DOOR TY=. BY O--ER5 TO t - REGLcRES.,LRE5 I III i 1 II Ii l iW a 3' PANEL 1ECE EFI LPON Tr'7J 3 ^ 0-01 I EP-01 12 X 3/4' SM5 'o' O.G =-F034 I, =F03 rs EA SIDE ADD (1) -12 5 a r'1 VE—.!3,_^ c- I , 1-A ti E a ,.P ,. E G 'FR \ 5TAPGONS3OME . EP5 GONTM,:OUS r I WALL WITH AA1r Or-. ALIGN WITH COLW"'NS CR ADDePANSADDITIONAL=A5-ENER UNDER CCL..""\ I °Oo 1 o0 Q,FPLY A7 -,E51 VE 1 ° SEALANT BETILEE:N I i SLAB AND EP-20 CC\GRETE SLA3 EP-20 FCOT NG OR WOOD DECK EXTRUSIONS SPECIFICATIONS B=FS 0.055' THICK U.N.C. - ALL VALLES IN INCHES AL BEAK OPTIONAL EXPOSE-D 1211 LJ 150 1 n 23 30 4242T 3.30 L5 040 x' OSED EXPOSED L,2 IL- D20_j EP- 01 - EP-03 - WALL NHRT EP-3 - FLAT TOP CAP FEMALE FRAME JAMB EP- 01 EP- 01 Y a TYP. 2 Eo- 0t 0 0 0 t' 12 X 3/4' 5M5 6' D.G. EA. 5iDE ADD ( 1) 012 EA SIDE AT EACH CONTINUOUS COLUMN SAME PATTERN AT BELOW) CONTINUOUS MITRE CORNERS 3' XI.l5'ELITE EPS PANEL PIECE TYP. 032'/ 032' FACINGS II III "' . REP-21 EP- 20 CONTINUOUS MITRE CORNERS - I\ OPENING lzEP-03 L o^ °° o ° ° ° ° \ c 0 c 0 EP- 01 230' o eeP w1D=_ D32/-032 o 71P-01 AL: =ACIN65 d• 2•L- C`'MPO51`= 3' DEEP X WALL PANEL 12 "". IN WIDE r B32/ 032 ALUM FACINGS 2io COMPOSITE WALL PANEL INSERT AT ENDS A: WALL SECTION TNRU WINDOW 3: 50 ICE Ii I 1. 150 !. I 150 f300 I—L= F-- 3125 -- 3' BASE CNA.IdrEL E: 44 -3N III TCP VP EP- 01 SEE TABLE I SLIT 52 SEE TABLE I SLIT 52 24111 20' - 30' 3' . 032 WALL PANE'. SEE TABLE 2 EP- 01 ELITE EP5 FAKE_ F ESE USE STRUCTURAL ADLIES _ FOR EP-01,03 TO WALL PANEL INSIDE 4 OUTSIDE CONTINUOUS 3' . 032' WALL F4N-': VAL' 11 C'rL" l- R/. SE'.D E`G SEER Et EP 01 LLI _ CL NOTE AVG GCL LLl i "A Z li nl ' U An l w Z w WIDTHrRO.' Z W LL uJ i EDC'w LITER Z Z W 1 TO:: N=-X- Lu WINDOW n z i-- LLca l Q1 3 i _ zy j "I m 1 fyL C u a 3 w WOOD DECK G ............. E 2:i A L COTE S U THIS p 3A?l E!`119FJALL NOT BE USE-- OR RE-RC--uCED Ul;THCtiT CONNECTION ALT- , RAISE-- SEAL CE =e.MdG L. BENNARDO. PE . 0- THIS DRAW!*. 2) THfB $T'1Wa-Ak ASII DES GNED AND S-A__ BE FABRICATED IN ACC 4;04NGE WI H THE 12EGt:IR.="EN-S u- T-= 2001 FLORIDA BUILDING CODE ELIiE PANEL ROOF . ALL °yR ( 9 p s ArtY;L-cAL a EN-- NTs SUPERSCPi8r : iow L;BE CONSIDER=-- IN DESIGN AND MAY 3' UNIVERSAL WA 1 REQUIRE AW*.! -4.% I/ 4' X 4' L A -BOLT I$' Z 1- 3) THE EXISTIf1}:;(IQSF:fii"iIB EI! 23' BE C =3LE OF SUPPORTING THE i.- L) LOADED STRk'', ;i;ii$?; 3.FiEG5-..THE --;Z-,IT HOLDER NO WARRANTY, O.. C. TO FT= N EITHER EXPRES f3'.:i9 iE 8"1P°t:3ED S CYJivTA \ED HEREIN. ADEQUACY OF HOST CE. ATH FLOOR X P STRJGTI:RE 5HALL . A tom.- 5 -RED PROFESSIONAL ENGINEER D r-7=R5 IN GPP.., w d) 4) COMPOSITE ROOF A8 :.1 ;Mc 3=25 9 __ BE CONSTRUCTED USING Di EGURE WITH TYPE 3003-H154 ALLT•Nt! p..AG; c5 '1: A& G-518-83 CARPENTER BRAND EPS ADHERE TO''iikj;;jj1:"iN'" .SHLAND CHEMICAL 2020D IAGN R T_R 150 GR [.\ BRICATION TD 83E _ -- -_-RODUCT5 ONLY IN I/ X LAG BOLTS SO Ge P GE WITH APPRO f " -ODS. 5) ALL _r-Z-SIONS 'A L BE 4L.. _ C` -"E 6063-T6 U.N.C. EXTRUSION I T- C<\_&S PER S SF+EET, WI' ' Obc C_=RANGE UNA. 6) = F "ART r =-* 4 MD T - Oti\=--- ON5 SHALL BE BOLTED OR SCF=" y5 AS SHOIW IN y5 AND CODES. O-DING SHALL BE REPLACED. CR =_ E PROVIDED e _ \ > --& \ C-ED. EMBED. LENGTHS W •' i' .TUF =;— 3 -CCO OR FINISH MATERIAL. A e#'T0 GcCI-\_i c^' _\ `.C\ '"AGNETIG STAINLE55 STEEL, OR FL; L CS 1 11E515TANT MATERIAL AND 5- EC; : - _\5 =^R ALUM. STRUCTURES - CNv \_'^ ASSOC A- C\ \C... APPLICABLE FEDERAL, Fvs RESPOE? NS'_= _ OALUMINUM MEMBERS Cti - -o =- ALS TO PRE F\- ___G'RCLY515. 1)P, CA "2f-\D AND ALL F=_a- _ AI AND COOS' _RA ICI -0 BE DE51GN C--ERS AS REQUIRED. JEE RO^^. A PN=_ 'C•5I II) IF WE _ FED BY CODE, THE EPS CORE 5- BE SEPARATED FROM THE vR SIZE d T-'S<N=EaJ BUILDING 'INTERIOR BY A 15 MINUTE THER'A_ BARRIER OF APPROVED 5/8 Ns - GYPSUM WALLBOARD OR EQtJA_ ELITE CAN PROVIDE ULI-715 (INT-ER'CR) OR C_a55 B(EXTERIOR) PANEL eo_e -- x PROVIDED`^ - SPECS ABOVE. i -AL.. E o TOSA =" CODE o r - a o '..•••••••••••• •. 12) A__ C..\_RETE FOLNDA?IONS S-A_L ?- " \ ' •2500P51 A7 28 DAYS h :huDU., o I'•i :......: ri>' . -AY CURE BEFORE C\ CCPSFMINCOMPACTED ^ ' CAUL G NG a \ G BOLTS. CN RE - ATEST ADOPTED AGI CODE. 13. F_ \ ORCING 5 -- _ - - 6 5 GRADE 60. WELDED WIRE ROOF FR' ii OTAIL= 14) N ACCORDANCE T' -^S MiNROOFPiTC- ; S C„FEV- Sc-Co &. -Z'l 5:-UTTERS =- __ _ _EyN'STALLED AS 1/-" PER FT F_ U.2" BY CODE ( E--. MAX Ifx,F' 3, <.IN:; 124 IS) - E = •/4' PER FCC-\ :_ R FOOT MAX PROVIDED N -5 NOT EXGE _-_. - _ -E GHT. 16) \>'^ "=`"BEES IN GCNTAC- C\GRE-E ( WOOD SHALL BE PeO'=c'=-- EI '< CPPERS BITL \O S PA\" OR MFR. EQUAL IN A 1 A NOTE: SIDES I ACCCEJ=-NCE WITH APPLICABLE C--= EQ.. Z"ENTS. 3J80 1AY BE I 17) E\G \E=R SEAL AFFIXED HRE-E^ -- 7- E557R-JrDESIGN 2.OI 11 II ANGLED I AS ONLY. USE OF T- 5 CA`C\ 5" ELITE, at al. tl AS NEEDED-T 2, 00 S S N:CE`^N' E5 AND SAVES -- _'c ECG \=ERi FOR ALL C05TS . tl EP-23 EP-23DaAGE; INCLUDING LEG-_ FEE& . = -EE5 RESULTING FRJM La00 I MATERIAL FABRIGAiICN, S 5-=*-! EREC- C CONSTRUCTION PRACTICES 4.$0 EP-21 I. CEP-22 )' I BEYOND THAT WHICH 15 CALLED =Ce B` CCA_. STATE, AND EP-22 CORKER 1 1 I I1 FEEDER-L- CODES AND FR`1 f CE' A"'C\& C= T 15 PLAN. 2-0' T:,,< -L l8) EXCEP- AS EXPRESSLY PROV'CE.^. \ --'S SPECIFICATION, NO CERT F CATIONS CAR AFFIRMATiON5 . 1Z EP-22 RECEIVING • WALL TH< THIS DCC. ENT IS THE PROPERTY OF FR, \K BENNARDO, PE. 4 SHALL CHANNEL 0.062' NOT BE EPRODUCED IN WHOLE OR PART :,I --OUT WRITTEN CONSENT OF Ir 4180 EP-23 HEADER FRANC L. BENNARDO, PE. (C) FRANK L. BE\\aRDO, P.E. Building Innovation' ELITE I Panel Products E`/' S CN5 ELITE 3" L!NIVER 4L uJ,4LL 5"T'57-=' 1,',J4LL L4T T4SLE I PSF PHL 9,111 AVERAGE CENTER TO CENTER COLUMN SPACING, FT > mEAtlj[0IIIIIIIIIIIIIIII1 m©0 0 m TABLE NOTES: DESIGN WIND PRESSURES CALCULATED IN ACCORDANCE WITH ASCE -i-98 FOR MRH=15', 24SQFT TRIB AREA 1=1.0, EXPOSURE AS LISTED, INTERIOR ZONE DEFLECTION LIMIT SET TO L/180 FOR GLASS AREA AN ELITE SERIES 630 WINDOW AS A MINIMUM IS ASSUMED TO BE ATTACHED TO THE COLUMN FRAME. A COMPOSITE I VALUE WAS CALCULATED TO DETERMINE ALLOWABLE A 12' END PANEL IS ASSUMED AT ALL CORNERS. WALL HEIGHTS LISTED AR= FIN!SHED FLOOR TO BOTTOM OF ELITE RC^= PANEL. WINDOW HEIGHTS ARE TO BE \=D BASED ON SUBTRACTING WALL ---T ABOVE a BELOW WINDOW AS DESCRIBED HEREIN_ p C MINIMUM WALL HEIGHT BELOW L \DOW IS 20', MAXIMUM IS 30'. SPANS ABOVE ! E=LOW THESE NUMBERS REQUIRE SPECIAL ENGINEERING. p o ° p MAXIMUM DOOR SPANS OF 3' C\ ONE SIDE ACCEPTABLE. SLIDING DOOR C==\ NGS BEYOND 4' OPENING WILL REQUIRE ADDITIONAL ENGINEERING. /` ` p p SEE TABLE 2 FOR ALLOWABLE BEAM HEIGHT ABOVE WINDOW. !j ELITE 3" 'JNIVEfR&,4L W,4LL 45OVE Wi\!DOW FI fN T,45! E 2 TABLE SOLVES FOR TYPE OF BEAM ABOVE WINDOW ROOF COLUMN C/C AVERAGE WIDTH > SPAN 0 - 4' 4' - 5' S' - 6' 6' - 7' 7' - 8' 0- 10' A A A B E)' 10' - 20' A A B B C; 20' - 30' B B B C C' TABLE 20LB ROOF LC=D USED, L/180 DEFLECTION GOVERNS ROOF SPAN IS C—EAR SPAN OF ROOF PANEL FROM STRUG T ,.;;l:H CONNECTION TO INSIDE OF ELITE WALL. A 3' MAXIMUM OVERHANG WAS CONSIDERED IN THIS TABLE. CALCULATED I VALUES FOR BEAM: 2'=0.8561n'4, 4'=3.352in'4,'o'=.835in'4 lli bz l7nl Uj LLL — 7w w Z Z Z W Ll 1 111 L Z"a mZ U mQZ'' w° W w W Z Z Q W m QH1LL Co W0 O W Qc, Z p0 3 —J QQ J w W o w z Building Innovation ELITE' Panel Products; SHEET: 2 or 2 200'1 FLOFRIDA 5UiLDIN' G"CL%E EIDMON EL`_ ROOF PANEL CL E,4R 5P4N TABLE, OPEN $ SCREENED ENCLOSURES Veloc. & Defl. 3" .024 3" .032 4" .024 4" .032 6" .024 6" .032 8" .024 8" .032 Exp. Limit ILL 1 11b I 21b 11b 21b 11b 21b 11b I 21b 11b 21b 11b I 21b 11b 21b 1lb I 2lb 100 B L / 120 10 14' 0" 16' 4" 16' 2" 18' 9" 16' 6" 20' 3" 17' 0" 20' 11" 17' 11" 26' 6" 19' 6" 28' 3" 20' 5" 31' 4" 21' 10"1 32, 9" 100 C, L 120 11 13' 7" 15' 10'' 15' 8" 18' 2" 15' 11" 19' 7" 16' 5" 20' 3" 17' 1" 25' 8" 18' 7" 27' 5" 19' 6" 30' 4" 20' 10" 31' 9" 1110 BB 110 C, L / 120 13 12' 10" 14' 11" 14' 9" 17' 2" 15' 1" 18' 7" 15' 7" 19' 2" 15' 9" 24' 3" 17' 1" 25' 11" 17' 11"128' 8" 19' 2" 30' 0" 120 B 120 C, L / 120 15 12' 1" 14' 1" 13' 11" 16' 3" 14' 3" 17' 6" 14' 8" 18' 1" 14' 5" 22' 11" 15' 8" 24' 5" 16' 5" 27' 1" 17' 7" 28' 4" 130 B 1300 L / 120 18 5" 13' 3" 15' 5" 13' 6" 16' 8" 13' 11" 17' 2" 13' 4" 21' 9" 14' 6" 23' 3" 15' 3" 25' 9" 16' 3" 26' 10" 140 B L / 120 17 13' 8" 13' 6" 15' 9" 13' 9" 17' 0" 14' 3" 17' 6" 13' 9" 22' 2" 14' 11" 23' 8" 15' 8" 26' 3" 16' 9" 27' 5" 150 B L / 120 20 E1613' 12' 11" 12' 10" 14' 11" 12' 10" 16' 1" 13' 6" 16' 7" 12' 8" 21' 0" 13' 9" 22' 5" 14' 5" 24' 10" 15' 5" 26' 0" 150 C L / 120 24 12' 2" 12' 0" 14' 0" 11' 8" 15' 1" 12' 6" 15' 7" 11' 7" 19' 9" 12' 7" 21' 1" 13' 2" 22' 11" 14' 1" 24' 5" 140 C', L / 80 or 30 9' 11" 12' 0., 11' 9" 12' 0" ill 0' 6" 12' 3" 11' 2" 12' 8" 10' 4" 16' 0" 11' 3" 1T 1" 11' 10" 18' 11" 12' 7" 150C` L/180* O-=: TABLE CONSID=RS _=GTION LIMIT C= L/SO FOR SPANS UP TO 12', AND L/IaO =_-OND 12' IN H`/HZ (P=R 2001 FBG 1&12.1) ROOF PANEL C-EAR I-V N TABLE, ENCLOSED STR.:TURES Veloc. & 3" .024 3" .032 4" .024 4" .032 6" .024 6" .032 8" — 8" .032 Ex LL Defl. Limit 11b 21b 11b 21b 11b Zlb 11 b 21b 11b 21b 11b 21b 11b 21b 11b 21b L / 180 11' 2" 13' 0" 12' 10" 14' 11' 13' 1" 16' 1" 13' 6" 16' 8" 14' 7" 21' 1" 15' 7" 22' 6" 17' 3" 24' 11" 18' 0" 1010B14 L / 240 10' 2" 11' 10" 11' 8" 13' 7" 11' 11" 14' 8" 12' 3" 15' 1" 13' 3" 19' 2" 14' 2" 20' 5" 15' 8" J.26 L2' 8" 16' 4" 23' 8" I100C, L / 180 10' 4" 12' 0" 11' 11" 13' 10' 12' 2" 14' 11" 12' 6" 15' 5" 13' 7" 19' 6" 14' 5" 20' 10" 15' 10" 23, 1" 16, 8" 24, 2" 110 B L / 240 9' 5" 10 11 " 10' 10" 12' 7" Ill' 0" 13' 7" 11- 4" 14' 0" 12' 4" 17' 9" 13' 2" 18' 1! " 14' 6" 21' 0" 15' 2" 21' 11-1 110 C, L / 180 9' 7" It' 11' 1" 12-1 11' 3" 13' 11" 11' 8" 14' 4" 12' 6" 18' 2" 13' 5" 19' 5" 14' 3" 21' 6" 15' 2" 22' 5" 12' B 21 L / 240 8' 9" 10' 2" 10' 1" 1 l' 8" 10' 3" 12' 7" 10' 7" 13' 0" 11' 5" 16' 6" 12' 2" 17' 7" 13' 6" 1 19' 6" 14' 1" 20' 5" 120 C L / 180 9' 0" 10' 6" 10' 4" 12' 1 " 10 7" 13 0" 10' 11 " 13' 5" 11' 4" 1 T 0" 12' 3" 18' 2" 12' 11 " 20' 1" 13' 9" 21' 0" 30 B 26 L / 240 8' 2" 9' 6" 9' 5" 10' 11' 9' 7" 11' 10" 9' 11" 12' 2" 10' 8" 15' 5" 11' 5" 16' 6" 12' 7" 18' 3" 13, 2" 19' 1" 130 C; L / 180 8' 6" 9' 10' 9' 9" 1 l' 4" 9' 11" 12' 3" 10' 3" 12' 8" 10' 4" 160" 11' 3" 17' 1" 11' 9" 18' 11" 12' 7" 19' 10" 140 B,C*; 30 I...............: 150 B*,C* L / 240 7' 8" 9' 0" 8' 10" 10' 4" 9' 0" 11' 2" 9' 4" 11' 6" 10' 1" 14' 7" 10' 9" 15' 6" 11' 9" 17' 3" 12' 5" 18' 0" 150 B L / 180 8' 2" 9' 6" 9' 5" 11' 0" 9' 7" 11' 10" 9' 11" 12' 3" 9' 10" 15' 6" 10' 8" 16' 6" 1l' 2" 18' 4'"'' 11' 11" 19, 1" Non- HVHZ) 34 L / 240 7' 5" 8' 8" 8' 7" 9' 11" 8' 9" 10' 9" 9' 0" 111' 1" 9' 9" 14' 1" 10' 5" 15' 0" 11' 2" 16' 7" 11' 11" 17' 4" 150 C L / 180 7' 8 " 8' 11" 8' 9" 10' 3" 9' 0" 11' 0" 9' 3" 11' 5" 8' 10" 14' 5" 9' 7" 15' 5" 10' 1" 17' 1" 10' 9" 17' 10" Non- HVHZ) 41 L / 240 6' 11" 8' 1" 8' 0" ... 9' 4" 8' 2" 10' 0" 8' 5" 10' 4" 8' 10"' 13' 1" 9' 7" 14' 0" 10' 1" 15' 6" 10' 9" 16' 3" TE: FOR USE IN HVHZ ONLY, GALCULA; ASG= i-t6 EPS ROOF PANEL / SPAN DESCRIPTION: 4' MAX WIDTH INTERLCC<NC: PANEL EPS CORE I 'o OR, 2 :b EAR SPAN (L) '\SIDE TO INBS 024' OR 032' TOP 4 BOTTOM FACINGS a= E DESIGN NOTES AND SEPARATE PLAN S-E-ET DETAILS) PANEL DEPTH ADD TH< OF WALL FOR TOTAL PANEL SPAN: SEAL JOINT c o o 0 o PANEL j CONTINUOU5o , o CGU' L<iNr - o ° o D^PT!-; INT= RL ::<!` fi GROSS SECTION 30' vax, 25% C= PA\=_ INSTRUCTIONS FOR TA53_E USE APPP_^.= R'ATE ALLOWABLE WIND S===D FRC- _ A\ BUILDING C:DES IN EFFECT FOR THE FRO.'ECT _ C=- C\ S \ 2001 =_ :< DA BUILDING COLSE. FIND=__OWAE__ EAR ='- N IN TABLES FOR APPRO=R ATE FAC\ T-!G<NESS, AND EPS GORE WE !.HT NOTES ON DEFLECTIC\ USE: 20 FOR ALL NON HVHZ FLORIDA ROOF "EMBERS OVER N C==\ OR SGREEN-WALLED ROOM (UN.O-), L/'SC FOR FLCR EMBERS T -JAT SUPPORT NOTHING OR A \ON-PL-^ S NG OVER AN ENGLOSED ROOM, AND L/2/-0 =OR FL OR R O= MEMBERS THAT DO SUPPORT A PLAS-=RED GE_ AG i=R GLOB= D ROC" (PER 2001 F3G TAE-= C-- ER D=5'GN CONSIDERATIC\=,: BE UP TO 3' WITH VALUES TALL WIDTH + O/H FOR TOTAL DE OVERHANG IS 25% OF PANEL ROOF PITCH TO BE 1/4' PER FOOT MIN, 3' PER FCC` =/ DIAL ' SITE S==O = C SEALED ENGINEER '\ 5-=__ _ RED N OZER TO DE / 2 =RCM LOADS, DEFLECTC\ = =-=\5 C \ED ERE N. EAR C\ OF THE TABLE IS.NC` ==R --ED CONTA-T S =tiG NE=R FCR ._-E2NATE SPAN G.e(CU_=T O\S BAMrM+';w%` e?E:.r-N 2001 F-C T B_E SOLID RCC= DEYOND 12', 30 P5^:;::;::;:;:i:;. ONS BA !>? !€` : - _ _ ' 9;09, M1rR3 = ED Av= e C= = iNTERIDi f %J N S Ex=ER PRE35 R b'o1D CALCUL-`O\ 5 = ED ON ASW'tttL-. b Gd=O.BS, 20. s OF AR=_ _ _= 55 THAN 10.::: N;LL. CS.G\_= -< O'^ o,RUGTURAL PRC. _R = FRO e 5 C\ =_iT=_ COMPOSITE = \=_5 r ^R ROO= =ANEL5 WERE A=R DES RC- 0 4 21b CORE. RIVED F 3003-- R _ _ _.. AD AL -5 -^Ov= i-aTIONSFCSCRIF'TION OF OPEN, =-R- -__Y ENCLOSED + OR USE AS APPLICABLE. G--E L . cV S', G-NED AND SEALED 5- =R-N< _. BENNA,2^O. P= -- - ITE' STAMP OVER THE PL:\ ==C= OR 15 NOT ,/ D = R U5= is =\- -RE NOT C--+LIGHTING, OR OTHER MA. <`C -115 DOCK _ O:R CERTIFICATION. SIGNED AND SHALL BE FA=R IN ACCORDANCE WITH T ORIDA BUILDING CODE. CON7:;-, OR SHALL INVESTIGATE AND D'NG CODE AMENDMENTS WHIC- =" APPLY. DESIGN CRITERIA RIA IAIADDITIONAL SP__'S_ ED ENGMF_RING. 5'NG LOADS ON ;ROOFCAREFULLY CONSIDER POSSIBLEOANY CONCENTRATED LOADS C- MAY JUSTIFY GREATER Ez R "= R TH'S TIONAL ROOF LOAD CRITERIA 5-=__ 5E PROPERLY ANALYZED OF -\ - _ MEMBERS SHALL BE CON5TR C-_ USING TYPE 3003-HI54 CF A5TM C-516 CARPENTER BR=\D =P5 ADHERE TO ALUMINUM GS -- ASHLA\ D O-=_MICAL 2020D 150 GRIP. FABRICA- O\ TO BE BY ELITE PANEL F ROD_ C _ ONLY IN ACCORDANCE WITH APPROVED FABRICA- O\—THODS. 5i E\ C- \EER SEAL AF= X=0 -=RETO VALIDATES DESIGN OF 5==\ -ART VALUES AS SHOWN C\_ == OF THIS SPEC = CATION BY ELITE, et al. INDEMNIFIES -\D SAVES HAWLE55 THIS FOR ALL COS'S =\D DAMAGES INCLUDING LEGAL F=ES AND APPELLATE FEES RES _- \G FROM MA =R _ ==.BRICATION, SYSTEM ERECTION, A\D CONSTRUCTION PRACTICES 5= O\ D THAT WHIC+4 5 C-__ED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM D=v - TONS OF THIS D :. o) =XOEPT AS EXPRESSLY PROVIDED IN THIS DETAIL, NO CEO F'CATIONS OR AFFIRMATIONS ARE \TENDED. T-'S DCG `^ENT 15 --==RO==RTY OF FRANK L. BENNARDO, P-. '-ND SHALL NOT BE RE=RODI C=D OR MCC = ED iN WHOLE OR PART WITHOUT WRITT=N CONSENT OF FRANK, L. PE. f RY PLY UMl R iWD ENG ER SE_ MAW L pEMW.I®D. PE.—_M-5a5 CIXO FOR eu Q A 2 U Q z Usp zw 1 wIL gzZ L11 L11 X z LL Qo) N j Y. Iz IS) ii O UM 01 vY_ 0 vll l 3WitL U , I— w w N m i mm Q c< 1 Nt O w _ j I—F- tL yd)(f) m OQv-A .. X U QLL, IL Zq —wm @n QO^ac„ O - F- O LLI D LL @ Z w 7D Q Building Innovation ELITE Panel Products 4/I/ 02 SHEET: 1 OF I CONTINUOUS FOOTING; DETAILS CONTINUOUS STRIP FOOTING DETAIL O CONTINUOUS STRIP OFOOTINGDETAIL ALUMINUM ALUMINUM ENCLOSURE ANCHOR ENCLOSURE COLUMN PER FIBERMESH CONC CONNECTION COLUMN PER ANCHOR CONNECTION PER SEPARATE MIXTURE, 0.1% PER PER MASTER SEPARATE MASTER PLAN SHEET ENGINEERING CUBIC YARD (OR 6x6 PLAN SHEET ENGINEERING FASTENERS TO BE 3' MIN. 10/10 WELDED WIRE FASTENERS TO BE 3' MIN 3' COLUMN OUTSIDE FACECLEARFROMSLABFACEMESH) CLEAR FROM TO SLAB EDGE Z SLAB FACE z 4 I — I 4' MIN. SLAB ON WELL k5 CONTINUOUS 0 2/1 SLOPE COMPACTED SOIL BAR CENTERED AT j BOT OM OF FOOTING USEMIDDLELAPnSPI05CONTINUOUSBARCENTEREDTOBE6' CE BOTTOM FOOTING AT MIDDLE (min.) USE 36' LAP IH BELOW GRADE MIN AS NEEDED & I---1 , TO BE SPLICE MIN AS NEEDED ADD 12 ++ M5 CORNER BARS AT CORNERS 8 MIN 24' CORNER BARS G O " M I VNI BELOW GRADE UIVIPER ACI SPECS CONTINUOUS STRIP CONTINU' OUD STRIP O FOOTING- DETAIL O FOOTING- DETAIL ANCHOR CONNECTION PER MASTER ALUMINUMENCLOSURE ALUMINUM PLAN SHEET COLUMN PER SEPARATE ENCLOSURE FASTENERS TO ENGINEERING ANCHOR CONNECTION PER COLUMN PER FIBERMESH CONC BE 3' MIN. 3- COLUMN OUTSIDE FACE MASTER PLAN SHEET SEPARATE MIXTURE, 0.1% PER CLEAR FROM TO SLAB EDGE FASTENERS TO BE 3' MIN. CLEAR FROM SLAB FACE ENGINEERING CUBIC YARD (OR 6.6 10/10 WELDED WIRE SLAB FACE Z z MESH) 2) ' 5 O CONTINUOUS BAR N I 0MIDDLE ( min.) USE 24' LAP SPLICE 4' MIN. SLAB ON WELL MIN AS NEEDED & --^ BOTTOM OF FOOTING TO BE N 2/ 1 SLOPE COMPACTED SOIL 24' CORNER BARS 12' MIN BELOW GRADE 2" M N 2) 15 CONTINUOUS BAR TO BEM5 F FOOTING CENTERED AT MIDDLE (min.) F it BELOW GRADE USE 36' LAP SPLICE MIN AS NEEDED ADD 12' /5 12" M I N CORNER BARS AT CORNERS PER ACI SPECS CON7iN0005 STRIP CONTINUOUS STRIP O FOOTING- DETAILOFOOTINGDETAILANCHORALUMINUM ALUMINUM 6: 6 — 10 10 WELDED WIRE CONNECTION ENCLOSURE ENCLOSURE MESH — ADD 2ND ROW PER MASTER COLUMN PER COLUMN PER BACK 30' INTO SLAB. OPTIONAL PLAN SHEET SEPARATE ANCHOR CONNECTION PER SEPARATE FIBERMESH CONC MIXTURE, 0.1% ENGINEERING FASTENERS TO ENGINEERING TE MASCO PLANSHEET Z PERCUBIC YARD IN ADDITION TO AT LEAST (1) ROW WWF BE 3' MIN. CLEAR FROM 3' COLUMN OUTSIDE FACE FASTENERS TO BE 3' . CLEAR FROM SLAB FACE TO OBTAIN TABLE VALUES SLAB FACE TO SLAB EDGE 40 77 2) B5 f CV WELL p CONTINUOUS BARS Z,— 0 COMPACTED SOIL2/1SLOPETOP & BOTTOM, 4 TRANSVERSE BOTTOM OF C BAR 2) /5CONTINUOUSBARBOTTOM OF FOOTING TO BOTTOM STEEL FOOTING r lMIK 36' O.C. USE G TO BE CENTERED MIDDLE (. f I TO BE 6' MIN 1 GRADE E LAP SPLICEMINIVBELOWGkADEUSE36' LAP SPLICE WN BELOW GRADE AS NEEDED & 2a' AS NEEDED ADD 12' /5 1 O CORNER BARS CORNER BARS AT CORNERS PER ACI SPECS CONNECTION TO USE VALUES IN 411 THICK SLAB O NOTE: USE OF T= 5 OPTION IS AT TIRE DISCRETION C= THE APPROVING BUILDING DEPARTMENT. USE ONLY AT APPROVED LOCATIONS. NOT VALID FOR ENCL05ED ROOMS. NOTE: 3' OF SLAB TRIBUTCRY LENGTH USED IN CALCULATIONS ALUMINUM ENCLOSURE COLUMNPER SEPARATE 6" 5 — 10/10 WELDED WIRE ENGINEERING MESH CENTERED — OR FIBERMESH CONC MIXTURE, 0.1% PER CUBIC YARD J_ I ° T- ANCHOR CONNECTION PER MASTER PLAN SHEET FASTENERS TO BE 3' MIN. CLEAR FROM SUB FACE CONTINUOUS FOOTING; SIZING; TABLE TABLE SOLVES FOR MAX ROOF CLEAR SPAN FOR EACH FOOTING TYPE GENERAL NOTES: ALL FOOT; NG DESIGNED TO BEAR ON COMPACTED SCIL, 'L!T-+ A MNIMUT^ 501L BEARING PRESSURE OF, 2,000 P5F, BASED IN A SOIL CERTIFICATION BY OTHERS. GROUND FLOOR 5LA5:5H4LL B;- A 4' CONCRETE SLAB ON .,ELL COMPACTED FILL AND R_=INFORCED WITH 6 X 6 - L.1 AX '.-d .;.JF. OVER VAPOR BARRIER ON 6' MINIMUM GRANULAR FILL ('-ON.). LAP ALL ME5H A MINIMUM OF 2 FULL SQUARES. RENFFCRS1NG FOR SLAB ON GRADE SHALL BE 5UPPOR =.:; BY RECAST CONCRETE CUBES, BRICK OR CHAIRS DESIGNED EAR-H BEARING AT A MAXIMUM 4'-0' O.C. IN EACH D'REC ' N DEPTH CF SUPPORT SHALL PROVIDE FOR 3/4' TOP COVE< 'O RE'NFCRCING UCN. PROVIDE A GRID OF SAWGUT CONTROL JOINTS AT /¢R 30 V CCNSTR GTION JOINTS SHALL BE LOCATED AS REQUIER- CONCRETE PLACEMENT. ALL CONCRETE WORK SHALL CONFORM TO ALL. .f.;IMW "'N5 AND RECOMMENDATIONS OF CURRENT ACI 3(pl SP3FGL N FOR 579P_ CTURAL CONCRETE FOR BUILDINGS t3ONC%TEE 'O' A MIX DESIGNED IN ACCORDANCE WITH ASTM O'54 $64; CAS NDICATED IN THE SPECIFICATION. A CERTIFIdA ._CFI. :;:,_:,........ MANUFACTURER'S MIX AND STRENGTH fS TO BE rofe Tp THE INSPECTOR UPON REQUEST. NO WATER TO eE A E,w^ A.F = R TRL,'CK LEAVES PLANT WIT+£013T APPROVAL oi* "yCa'M. R OR PLANT ENGINEER PLANT CONTROL f5 REQUIRED t LiJC' k1't MIX TIME AT POINT OF DEPOSIT: M 90 MNUTES. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLeT STEEL CONFORMING TO CURRENT REQUIREMENTS CIF ASTM A65, GRADE 60 (U.C,L) FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BEr , LAPPED, PLACED, 3UPPORTEp AND FASTENED AGGCRD'Ks TO THE 'ACI DETAILW-t MANUAL' ESP-663 ANL? THE 'BUILDING CODE REQUIREi" 7ENTS rOR 1REINFORCE0 CONNCRETE' (ACI 3-8). SHOP DRAWINCsS SHALL BE SUBMITTED FOR REVIEW. LELDED WIRE MESH SHALL CO,fORMf TO ASTM AFS5 (1co-zo PSI MINMMUTI). ALL WELDED WIRE FABRr SHALL BE LAPPPED T.:.O FULL ME5P PANELS AT ENDS AND SIDES ANP TIED SECUFMLY, UNO. RE!NFORCING STEEL COVERAGE SHALL BE A$ FOLL.OW$, IS=E ACI 318, SECTION 1.1. FOR CONDITIONS NOT NOTED.) FOOTING: 3' BOTTa-f, 2- 7Ca SLABS ON SMOOTH, LEVEL SURFACE I ALLOW 3, DAYS CUE TIME BEFORE INSTALLING ANCHORS ti70 CONCRETE. WOR1G HAS BEEN DESIGNED d SHALL BE IN ACCORDANCE WITH THE 2001 FTHESE TABLE$ fZES B SE D EMPIRICAL L UPLIFTCALGULA?,C) r...R FOOTING 5fZE5 BASED ON STANDARD WEIG++ (i59P:-F) FLORIDA BUILDING CODE. U-'LiFT PRESSURES HAVE BEEN CALCULATED CONCRETE. THEY NEGLECT THE BENEFIT OF SKIN FIZCTON AND USING ASCE I-3E FOR 2005C4FT ROOF AREA MRH=15' MON05LOPE ROOF. OTHERBENErITI I PLIED, IS LOADING.ER WARRANTA EXPRESSED ORIMPLIED, IS GONTANIED HEREIN AS 70 AN - EXTERIOR ZONE 2 PRESSURES WERE ALSO CONSIDERED IN DESIGN FOR NFOR'ATION OTHER THAN THATUIHICV4 15 PUBLISHED HEREN. 30' WORST CASE SPAN. DESIGN DL=1PSF. I FOR SCREEN ROOF, OPEN 4 PART ENCL= 0.71, ENCL=1,0. F.S. AGAINST UPLFIT = 1.5 WERE USED FOR ADJ (ADJUSTED) UPLIFT WEIC _- SOLATED PAD FOOTING SIZING TABLE PAD FOOTING; DESC121PTIONS: FAD 'FOOTING; DETAIL WIND FOOTING TYPE: VELOCITY ADJ A B C D IFT E F EXPOSURE TYPE UPLIFT FT IN FT IN FT IN FT IN IN FT IN 110E SCREEN ROOF 13.5 39 6 50 0 50 0 9 10 22 2 29 7 ELITE OPEN & SCREEN 15 30 0 30 0 30 0 8 10 20 0 26 8 ROOF: PART ENCL 22.5 23 8 30 0 30 0 5 11 13 4 17 9 ENCL 19. 5 27 4 30 0 130 0 6 10 15 4 1 20 6 120 B SCREEN ROOF 13.5 30 0 30 0 30 0 9 10 22 2 29 7 ELITE OPEN & SCREEN 18 29 7 30 0 30 0 7 4 16 8 22 2 ROOF: PART ENCL 28.5 18 8 24 6 28 0 4 8 10 6 14 0 ENCL 24 22 2 29 2 30 0 5 6 12 6 16 8 130B SCREEN ROOF 13.5 39 6 50 0 50 0 9 10 22 2 29 7 ELITE OPEN & SCREEN 21 25 4 30 0 30 0 6 4 14 3 19 0 ROOF: PART ENCL 33 16 1 21 2 24 150 24 0 9 1 12 1 ENCL 28. 5 18 8 24 6 28 0 4 8 10 6 14 0 140E SCREEN ROOF 13.5 39 6 50 0 0 9 10 22 2 29 7 ELITE OPEN & SCREEN 25.5 20 10 27 5 30 0 5 2 11 9 15 8 ROOF: PART ENCL 39 13 8 17 11 20 6 3 5 7 8 10 3 ENCL 33 16 1 1 21 2 24 2 1 4 0 9 1 12 1 140C SCREEN ROOF 13.5 39 6 50 0 50 0 9 10 22 2 29 7 ELITE OPEN & SCREEN 3S 13 8 17 11 20 6 3 5 7 8 10 3 ROOF: PART ENCL 63 8 5 11 1 12 8 2 1 4 9 6 4 ENCL 54 9 10 12 11 14 9 2 5 5 6 7 4 WT/FT OF EACH FOOTING TYPE, LR 266 350 400 66 150 200 NOTES FOi;,) BOTH TABLES: TABLES CAN ALSO BE USED WITH INTERMEDIATE CARRY BEAM. USE TOTAL ROOF SPAN WHEN SOLVING FOR INTERMEDIATE FOOTING E SPAN FROM CARRY BEAM TO END OF ENCLOSURE FOR OUTER FOOTING. ROOF •.SPACING WIND AD1 1 10'-20' 1 1 1'_ R•• c OPEN OR SCREEN: 15 m MMMMMMMMN SOLIDSOLID OPEN OR • 1 . SCREEN '•• SOLID • • ORSCREEN:21 M©: M M M 1 : '•• SOLIDOPEN OR MM: 1 M 1 •• mm: 4- 24' X_ 24' X 10" DEEP- TOTAL WT = 30f7%€b t2) * 5 BARS ALU EACH WAY TOP 8 COLUMINUMMN PER ENCLOSURE BOTTOM SEPARATE ENGINEERING ANCHOR CONNECTION F=_ R RASTER PLAY SHEET B- 36" X 36" X 24' CENTER COL TO PAD DEEP- TOTAL WT= 21001b e3) BARS EACH WA" t TQi=''' BOTTOM REINFORCING C- 40"' X 40" X'36 STEEL AS RE'.+1.11RED ON DEEP- TOTAL SIZING TABLE I WT=55121b (4) * 5 BARS EACH WAY TOP 4 BOTTOM zlu zI SEE PAD FOOTING- S DESCRIPTION 44 SEE PAD FOOTING DESCRIPTION P, nrK. pwum0. ^ L vALD ONLY uIITN fAISED EN5MaER SEAL P L plN1MmO, • E TEOOK5A1 Q l y p W zm' 06 zLa llflL LU ZX: X 7 1LI 7 to z H W W 1 Z Q 0 f- Kl jy 111 1n Lu O vJ ULLI QCIA NZfy ZWIC Q Q LU J LL O LLI Ld z Building Innovation ELITE Panel Products SHEET: 1 OF 1 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIpNAL{LyACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL 13ECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES. NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGDEPTFROMTHEREAFTERREQUIRINGACORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES. PERMIT #oL.*lt,4l OFFICE COPY