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HomeMy WebLinkAbout421 Bay Ave 04-367 glass sun porch2 J 7 CITY OF SANFORD PERMIT APPLICATION. 1y Permit #: Date: 1 : U 4:' Job Address: `CUA Description of Work: Historic District: Zoning: Value of Work: s 5 00 Permit Type: Building f Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: :o v_ Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for otlic.t thaYc x,) Parcel #: 30 `5 I k- U i D y U '\Q D (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: V-- U,_ - llL 2 ( \C LtY cr (a 4ly c a et L 3a c Phone & Fax: %`-/%`]'j- DCon act e I. BondingCompany: Address: Mortgage Lender: - Address: Architect/ Engineer: v \(l CAS QZ U(rlot( -* Address: Phone: i 1 01 33-3 License Number: \` x Lz S Application is hereby made to obtain a permit to do the work and installations as in is t dd cet tliayissuance ofapermitandthatallworkwillbeperformedtomeetstandards.ofall laws regu att t u o permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, AIR CONDITIONERS, etc. Phone ax: Jo installation' has commenced prior to the iurisdicf-I ..- 1 understand that a separate ERS, HEATERS, TANKS, and 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fou d i the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state ge tes, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme o lorida Lien Law gnature of Owner/Agent Date Signature o Contractor/Agent to C..I Print Owner/ A ent's N me Print Contractor. Agent's Name o nature of Notary-SI of Florida - Date Signature of Not.,eofflorida Date BARRA.RA J. FOLLMg41v]AR79 alIb fCnwt{ t orEX moo. rU. , ! 3. 20 APPLICATION APPROVED BY: Bldg: nitial & Special Conditions: 3 Zoning: A RA J. FOLLMAR Con ?fir nCis gg i e t lNte q bj5 ded Thru NotaryFC e " Bnndetl ThrPubf c Underwriters Utilities: FD: Initial & Date) ( Initial & Date) ( Initial & Date) Ij F'! b i - yt\ CITY OF SANFORD PERMIT' APPLICATION r 4 Permit # . Date: ` 6 1,C) Job Address: Description of Work: nAA QZ Historic District: Zoning: Value of Work: $ L QU 0 Ltd Permit Type: Building Electrical r Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: _Flood Zone: (FEMA form required for, atRner tr, an X) Parcel#: 30 iq -) Owners Name &Address: U t'i C Contractor Name & Address: W oD o 1 D'o K i SI Y Phone & FZ 8 -3 a %76 ?qOtl Contact Person: _ Bonding Company: Address: Nlortgage Lender: Address: Attach Proof of Ownership & Legal Description) Phone: L[O7 — 3a3-- -I b 30 State^ License Number: d 288 _ 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. I 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 res;ulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA.'i tNG 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. 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 of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will nptify the owner of the property of the requirements of Florida Lien Law, FS 713. 6 i gnature ate Sig tore of Contractor/A ggeentt Date Pri caner/Agent's Name Pri ontractodAgent's Name Signature of Notary -State Florida Date Signature of Notary -State of Florida Date Rebecca R. Doud Commission #DD201672 t7Ow r/c9 1' du ed ID rc,ir ni a err, n,,— ProducE 3onded Thru c: auiic Bonding Co.. Ir. z3.2004 rid 4y, I •. 0 ij d rs /I APPLICATIO D bning: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) wfv LIMITED POWER OF ATTORNEY DATE: a $ U I HERE BY NAME AND APPOINT TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO 1Ymn c r o-( FOR A PERMIT FOR WORK TO BE PERFORMED AT A LOCATION DESCRIBED AS: 324—Ad ADDRESS OF JOB: ONWER OF PROPERTY AND ADDRESS r ..a e & AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. EDMOND R SENEZ LICENSE NUMBER RX OO,S ,kWu ACKNOWLEDGED: SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF A.D. 3 NORARY PUBLIC STATE OF FLORIDA C. SEAL YP,, Rebecca R. Doud tot - • 44 Commission #DD201672 Expires: Apr 09, 2007 9 .. • .. Q': Bonded Th- X of F` Atlantic Bonding Co., Inc. HARYMM MOOSE, CLEW OF CIRCUIT COURT SEAV3LE COUNTY INOLE COUHTY CLl- LIWAL CJIaICF BK 05084 FOS 1496 V CLERK'S 4 21-DO3197430 gip 3 NOTICE OF COMMENCEMENT RECORM Q4-.16t49'PN RECORDIrb FEES &00 RECORDED BY S O'Kelley State of Florida County of Seminole Permit No. Tax Folio No. (PID)-..'6 0 1'q 3 t (0 G i a 0 01 aD The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legg descri lion ofthe property and street address)_ r7l GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address S:0W\, Interest in property (Fee Simple, Partnership, etc.) q al (\tl ez, QV4- NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR Name and 30 SURETY (Bonding Company) a 7(1 INameandaddress -,PEkIIFIED; -COP ' Q MARYAN— - 4E NE MORSE/". Ri( 6F e,""Oul I L;UURAmountofBond —GEMI E N F LENDER Name and address DEPUTY 0,LFRI( Persons within the State of Florida designated by Owner upon whom notice or other documents, may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address In addition to himself; Owner designates Of to receive a copy of the Lienofs Notice as provided in Section 713(l)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is I year from date of recording unless a date is specifieqZ ch A k 5a reof Owner Sworn toand subsc2lb, -emethis ,Q3' —Dayof QCA— 20 • BARBARA J. FOLLMAR My Commission Expires: A ON # CC 947200 EXPIRES: August 23, 2004 Notary Public ; A1, OF, BondedThroNotary Public Underwriters The foregoing instrument was acknowledged before me this 3 AA, day of 20_.f by cA,-r—n. ( name of person acknowledged), who is personally known to me or who has produced (type of identification) as inentification and who did/ did not take an oath. 0:6' I 33 77 EC. 1. P. 7"' NOI+4• LOT 26, BLOCK l 0.6'- REC.. I. R. • 220. ALSO REC.. 1. P. NO + 0.15' S. AND 0. 07' E. S' L2- -- 1. 48.95 PLAT) a ion ion r: t. ailwakai• u•. ilnoneaww .oeity BRICKPATIO 71 LOT 27, BLOCK l 148.95' PLAT) 0° 02 '3 "W 149. 01 ' F. M. O'0U1 ILIT EASEMENT STOOP WA TER 59.29' PLAT) I.• (50' PLAT) .METER (50' PLAT) N 00° 01 4 ,1':VY 159. 35 F. M. 159 29 ' PLAT) .777777777777 LSO R. 1. p + 7E'CELY. REC. ROUND C. M. NO + LPxrrtu : mgAu°i N 0/:°59 05 W 203 915 F M TOIST NG' C/L_ _ I 4^" 1^:,. i. • r. /.r. a ,. .r— / .P.l .r, rR ..F T .. /1 I'. /.M .1 .. .. .. r N 0000/ '471W PER PLAT) L E GA I.; D E' S C R 1 P T 10N LOTS 12. 13. AND 14. BLOCK I. FAIRVIEW. AS RECORDED IN PLAT BOOK 4. PAGE 71 . OF THE PUBLIC RECORDS 0F SEMINOLE COUNTY, FLORIDA. PEAKS REVIEWI CITY OF SAER' NOT ES :I.' THIS PROPERTY LIES LN FLOOD ZONEIS C PER F.E.M.A., 190994 00/0 R DATED 09117/8 21 TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. 31 UNDERGROUND IMPROVEMENTS ARE NOT LOCATED. - A; NOT VALID UNLESS .SEALED WITH AN EMBOSSED: SEAL. DATE Of: S; ELEVATIONS SHOWN,.IF ANY ARE EITHER ASSUMED OR SUPPLIED BY LOTPLAN' 02112//94 CLIENT AT THE TIME OF DRAWING OR SURVEY, UNLESS NOTED. iQUNDARY/%;, l/-94 bi SECTION TpW 3HL/ SOpTH, RANGE EAST. D BY PL iT li—LEGAL. fOU DAT'IONO2/21/4bV/0 JOB s,:94-00/ l3 7: F. M. DENOTES F%ELD MEASURED. L EC3END CIATIFICATIONSI A/ G p t li Al^A CQNDITIONI$ T, DENOTES POINT OF TANOINCY itK A( II QCK P O 1,', O, C,I POINT Of 1204NNING POINT OF coMMeNce• Johnnie & Joella B.:SinQlston ONCRIT:,` L'K• CQNCRAT! MONUMeNT MINT Chicago'Titis Inpltraace -OMPAlpp J• CONC l t ,@T! C/ l R ClNTIRIiNl IRON ROD 1: Kielak NoIrtga$,p Corporation Kamp! Title & 6tazantp Corporation D. A/eIN P ; DRA`INAOI_ I ilMINi I p IRON P I Fe HWY. lllQjiWAY R/ W RIOHT•OFwWAY 1 HIRlly cg,T fX T4tkr TYi i1RV$Y SHOVRJ INT. 1NT$RdFc;t10N REC, RECOVERED RI31DlNC! N/ C ' NAIL Rl'C P Rea, STORY HlREON WAS GGD! xN ACCORDANC4"`PITH THE 0"! I HlAD LIN1i STY' RADIAL am TICNIIICAI 3TANDARt`S° POR LAND P " C. RQ)NT.OP CUAYATUA! NA, NONRADIAL aURVlYfNO IN TNl. TAT.S 4F; LORI'DA CM, P I 4 POINIT GP 'LNTI'Ri1CTION W,F, WOOD PRAMITl.02X AND 'CH .tlal>• d f,. A. C. P C,.,C ' PO{ T OP.'COMPO1.UNDCUAV6TUR! P, A:C. a PQINT.:O RIV!'Ai[ CURVATURE UTit, UTILITY P C.'P•. ' RIAMAN1,01 CONTROL POINT R. R. CART[R P. L, i. 1'0.AMANINT-R'1'IIRINCI MONUMENT NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2772-1 Test Date: 03105102 Report Date: 03121102 Client: Custom Window System 9.1 N.E. 16th Street Ocala, FL 32670 Test Specimen: Custom Window Systems Inc.'s "Model Guardian" Prime Aluminum Balcony Entrance Door System. (HGD-LC40) Test Method: ANSIIAAMAINWWDA 1011I.S. 2-97, "Voluntary Specifications for Aluminum., Vinyl (PVC), and Wood Windows and Glass Doors. " (HGD-LC40 36 x 80) TEST SPECIMEN DESCRIPTION General: The specimen tested was a. combination prime entry door/single hung entry system measuring 37-112" wide by 80-314" high overall by 2" thick. The active leaf measured 34-718" wide by 78-314" high. The active leaf members were separated by a styrofoam core. The main frame and window rneinbers were not thermally broken. The active leaf stiles and both top and bottom rails measured 4-114" wide. The active leaf corners were mitered construction using four 4) stainless steel rivets and aluminum corner gussets each. The main frame was of double screw butt -type corner construction. An extruded aluminum threshold was used at the frame bottom with an overall interior vertical height of I" ' Four (4) 3" x 3" steel butt hinges were used for door leaf operation. Two (2) stainless steel rivets per hinge were used to fasten them to the main frame. Each hinge incorporated. one (1) (#6 x 1-114") screw to fasten the jamb to the test buck. One (1) stainless steel dead, bolt was located at 37-1/2" from the top edge of the lock stile. One (1) cylindrical lock was located at 43" from the top edge of the lock stile. Stainless steel keepers were located at, the lock jamb at lock positions. Single Hung General: A series "3500"single hung window was employed into the active leaf rneasrr.riarg 27-314" wide by 60-112" high overall. The active sash daylight opening measured 22- 118" wide by 25-718" high. The fixed lite daylight opening measured 23-112" wide by 26-518" high. The active sash was removable via a. single block and tackle balance located at each jamb. France and sash members were not thermally broken. One (1) metal cam -type sweep -lock was located at mid -span of the top rail of the active sash. A sweep lock keeper was extruded onto the interior fixed meeting rail. A nylon stile cap was used at the top of each active sash stile. The fixed ineeting rail was fastened to each jainb with a single screw. The frame and sash were of double screw coped corner construction. An extruded aluminum jamb liner was snap -fitted t each jamb. PROFESSIONALS IN THE SCIENCE OF TESTING PLANS RFVUEI CITY OF SANFORD Custom Window Systems 2 NCTL 210-2772-1 Single Hung General Cont.: The single Hung frame was fastened to the door leaf opening using six (6) (#6 x 1') flat head, screws; three (3) per jamb. Glazing. The fixed lite and active sash were exterior glazed using 0.151" clear annealed glass with an adhesive back -bedding and an aluminum glazing bead. Weatherseals. A single strip of bulb vinyl weatherstrip was located at each door frame member. A single strip of center fin weatherstrip (0.360" high) was located at each active leaf stile and top rail. A single strip of polypile weatherstrip (0.120" high) was located at each aluminum jamb liner. A single strip of center fin weatherstrip (0.300" high) was located at the single hung sill. Double strips of center fin weatherstrip (0.210" high) were located at the active sash meeting rail. Weeps: No apparent weeps employed. Interior & Exterior Surface Finish: Brown painted aluminum Sealant.: TEST RESULTS Par. No. Title Of Test Measured Allowed 2.1.2 Air Infiltratiorn - ASTM E283 1.57psf 0.265 cfm/fta 0.3 cfm/ft 2.1.3 Water Resistance- ASTM E547 5.0gph/ft' WTP = 3.75 psf No Leakage No Leakage 2.1.4.2 Uniform Load Structural - ASTM E330 37.5 psf Exterior Passed 37.5 psf Interior Passed 2.1.8 Forced Entry Resistance - ASTM F588 Level 10 Meets as Stated See Appendix A for test results) OPTIONAL PERFORMANCE Par, No. Title of Test & Method Measured Allowed 4.3 Water Resistance - ASTM E5471ASTM E331 5.0 gph/ft2 WTP= 6.0 psf No Leakage No Leakage. 4.4.2 Uniform Load Structural - ASTM E330 75.0 psf Exterior A. 0.03" B. 0.02" 75.0 psf Interior A. 0.05" B. 0.05" V TEST COMPLETED 03105102 Custom Window Systems 3 NCTL 210-2772-1 This test specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAl17Al NWWDA 101ILS. 2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the HGD-LC40 annealed product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report,. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a. period of four- (4) years. The results obtained apply only to the specimen tested,. No conclusions of any hind regarding the adequacy or inadequacy of the glass in the test, specimen may be drawn fr•ona this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES JAMES W. BAKER Technician DANIEL CONYERS Laboratory Manager 3 y v Custom. Window Systems 4 NCTL 210-2772-1 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-85 (94), "Standard Test Method for Resistance of Window Assemblies to Forced Entry, Excluding Glazing." Note. Forced Entry Resistance Test was conducted on the bottom sash of the single hung window in the outswing door. TEST RES ULTS Paragraph No. Loads Duration 10.2.1.1-Test AI L1=150 lbf 1 Minute 10.2.1.2-Test A2 L1=150 lbf 1 Minute L2=75lbf interior 10.2.1.3-Test A3 L1=150 lbf 1 Minute L2=75 lbf exterior 10.2.1.4-Test A4 LI=150 lbf 1 Minute L2=75 lbf interior 10.2.1.5-Test A5 LI=150 lbf I Minute L2=75 lbf exterior 10.2.1.E-Test. A6 L1=150 lbf 1 Minute L2=75lbf interior L3= 25 lbf interior 10.2.1.7-Test A LI=150 lbf 1 Minute L2=75 lbf interior L3= 25 lbf interior Measured Allowed No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry 80-3/4" 0 0 Fastener Locations 7" — 23" — 7-1/2" 6-1/2" I 23" I 23" I 23" I 4-1/2" 1— • • • 6" 12-3/4' 12-3/4' 6" I-- 3 7-1 /2" —, The test specimen was mounted to the test buck using thirteen (13) (# 6 x 1.-1/411) screws at the locations shown Hinge Locations measured from interior of head on right jamb. Hinge #1 @ 6-3/4" to center of hinge Hinge #2 @ 28-1/2" to center of hinge Hinge 43 @ 50-1/2" to center of hinge Hinge #4 @ 72-1/2" to center of hinge Measured from outside edge of exterior flange NATIONAL CERTIFIED TESTING LABORATORIES JOB # : NCTL 210-2772-1 COMPANY: CUSTOM WINDOWS TEST DATE: 03-05-02 CAULK BA14C INSTALLA710H ANCHCRDOC4rLAHNGC ' SHCATHING MD SCREW WOOD rRAHE BY CITHEPS V MIN BY OTHERS EHDCDHCNT EKTC:IOP rINISM / B" OTHERS 1/P MAX SHIN SPACE PC -nETER CAULK I/A- MAIL 3Y GTHEFS 1! SHim SPACE DOOR rRAHE HEAD E a T CRICR DOOR FRAME SILL r FCRIMETEF. CAULr, I 31 ]TIERS LI sCPALLY nPLY J \ v CAN-' Y On SET SILL ' 1-1A• MIN. i CO>"K" OP HASCINRT ENICDHENT INSTALLA7ILW ANCHOR. CGnCRETC OD MAL 1P.• —H 3/I6• DIA YAPCDN BY OTIR:FS SECT IN A-g DOOR HEIGHT DOOR WIDTH A B O B DOORHEIGHT O A ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSUREAPACITY = fURE PSF I p DOOR WIDTH 1/4" MAI, SHIM SPACE r— INSTALLATION >NCHOR B SCREv WOOD rRANC By OTHERS / CAULK BEHIND DMR rLANGE 1/4' MAX SmIm .EME DOOR rRAME J lN I / F MF$ BYOTPCRIHCExTERS I( 1 ER CAULK/// J 1• nt+1 —+ BY OTHERS CN2EDHEMT C><T OR EI BYV OTHERS SECTION B- B TCS. I SHINASRED" AT CAEI SET Or IRS7ALLATION AHCMORS US1x6 LOAD tCARI.G SHINS. HAS. AIt PRESENT. STACK TO BE 1/4•. USC SHINS VMCRE SPACC GREATER THAN DOOR MAL IS PRCIEMi. NUN 11 16SCREWINS}ALL+1Tj0R AKNCNGRS MUST 1E OF SUfY1CICHt LCxGIx 10 A[Ht[v[ MS•t CNBEDIENT OrI• INTO TVD 11 V000 KKK. N.0 AILDWAM SPACING BETWEEN rB SCRCV AMCNORS AT NCAD 6 JMB$ TO BE B• rROn COPIERS L 2A' D.C. MAIL I 7/IL• DIA CONCRC7C TCRCV ANCIA7RS !SILL MUST It Of SUrf ICICHT LENGTH 70 DC ACMICK Mix. CMICDNCN7 Of t'1/A• INTO MASCMIT OR tOHKRCTL NA{. ALLOVA.1 4 USCLAITICKSPAKCAULEKOtCDUIVALCNttrORPERIMC7 [RR [AL AROWaO CKTERICR CINA J JANB. f LL CORNERS AMD TNC MCAB Of Kl AIKMORT TMP I SILL MC TO 3C SCALED WITHASMALLJOINTSCARSCALLRALLINSTALLATION AMC"MS tUST BC MADE Or CORROSION RC SIS7AHT NAi LRIALS. U INSTALLA7JONASSTATEDMERLINCOMPLIESv1THTIErLDRiDABUILDINGCODE. CCSIGY PRESSURE CAPACITYOfDOORLINSTALLATIONISa -A PfRt CAULK BCTVCCN DOOR CAULK 9E/VffNFLANGEI,VOCD SUCK VOOD BUCK L VOOD BUCK ANCHOR MASONRr OPENING 3/16• DIA TAPCOM BUCK V)DTH BY OTHERS 6' FROM ENDS L 24' O.C. MAX. (TIP.) SHIN AS REtrD. INSTALLATION ANCHOR (SEC NOTES) N!B SCREV RYPa N1M l-1/a• N Him.V EMBCDHCNT CMBEOHENT CONCRETE OR DOOR FRANC JAMB MASONRY OPENINGDPCNGA BY OTHERSRS 1/4' MAX SHIN SPACE - L EXTER-OR FINISH - BY OTHERS PERIMETER CAULK BY OTHERS DOOM FRAME HEAD — EXTERIOR. PERIMETER CAULK BY OTHERS ONT BY vDp1 ML''ST SC SCCURELY ANCNORED BY DINERS SHIM AS REO'D SEE NOTES) DOOR FRAME SILL LIBERALLY APPLY J CAULK OR SET SILL IN CONCRETE OR MASONRY CONCRETE OR MASONRT INSTALLATION ANCHOR 3/16' DIA TAP -ON BY OTHERS SECTION A -A 1-1/4• CNBED DOORHEIGHT DOOR VIDTH 7 t/4' MAX. O L BY VOCD SHIM SPACC -UST DE SECURELY ANCHORED BY OT•.-RS CONCRETE OR MASONRY OPENING BY OTHERS ADDITIONAL 3/16' DIA. CONCRETE SCREV ANCHOR ICCATIONS (1) B EA H;MC: 2) IN BEADSM7 STRIKE PLATE, (2) IN CYLINDRICAL LOCK STRIKE PLATELVOODBUCKANCHOR4IC' DIA. TAPCON SPACE 6' FRCM ENDS AND 24' O.C. MAX. CAULK BETV£CH WOOD BUCK L HASCHRT OPENING 7T OTHERS EXTERIOR I CAULK BETWEEN • DOOR FLANGE t VOCD SUCK PERIMETER CAULK BYOTHERS R8 IHSTALLAT)C. SCRCW ANC NOR (TYPO MIN RIK I' EMBEVMENT EXTCRIOR rINISM EN DEDKE47C` BY OTHERS SECTION B-B NOTES. U DOOR FRAME MATERIAL ALUMINUM ALLOT 6C63. 2) CAULK BEHIND -DOOR rLANGC 2 MEAD L JAMBS WITH LATEX CAULK APPLICATION OF CAULKS I SEALANTS HVST COMPLY WITS SEALANT MANUi'ACTURERS RECT]NENOATIONS. KB INSTALLATION SCREV ANCHORS B HEAD L JAMBS TO BE PLACED 6' FROM CORNERS L 24• D.C. MA, 4) 3/16• BIA CONCRETE SCREV ANCHORS E SILL TO BE 6' FROM CORNER 124, MAY aC. CONCRETE 5) INSTALL 3/16' DIA CONCRETE SCREV ANCHOR 11) AT EACH NCHOR (TYPO SINGE. (2) AT DCAD20LT STRD(C PLAT£, L (2) AT CYLINDRICAL LOCK STRIKE PLATE. 6) Ir CLASS IS EMPLOYED GLASS MUST BE TEMPERED. INSULATING CLASS AND SINGLE GLAZING ARE OUµ1rIED. 7) SHIM AS RCO'D. AT EACH INSTALLATION ANCHOR VITM LOAD BCARIWu SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4% USE SHIMS VHERC SPACE IS GRCATER THAN 1/16'. 8) INSTALLATION AS STATED MEREIN COHPLICS VITH THE FLORIDA BUILDING CODE. ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE CAPACITY = t50.0 PSF y ALUMINUM SCREEN U18 INSTALLATION ENCLOSURE MEMBER SCREV ANCHOR BY OTHERS SHIM AS REO'D. SEE NOTES) CAULK BETWEEN DOOR FLANGE L SCREEN ENCLOSURE DOOR FRAME HEAE EXTERIOR PERIMETER CAULK BY OTHERS DOOR FRAME SILL 4' MAX. SHIM SPACE ; DOORHEIGHT BUCK WIDTH I/4' MAX. n8 SCREW ADDITIONAL SPIN SPACE LOCATIONS (11 9 EA. HINGE DOOR FRAME JAMB HIM AS REO'D. SEE NOTES) ALUMINUM SCREEN i ENCLOSUREMEMBER3Y OTHERS i E xtERICIR DOOR VIDTM 49 INSTALLATION CAULK LAGEBETWEEN SCREV ANCHOR SCOR FLANGE L SCREEN ENCLOSURE MB,o:vT B DOORHEIGHT SECTION B-B NOSES U DOOR FRAME MATERIAL ALUMINUM ALLOY $063. 2) CAULK BCHIND DOOR FLANGE B HEAD L JAMBS WITH LATEX CAULK. APPLICATION OF CAULKS L SEALANTS MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENDATIONS. 3) cB INSTALLATION SCREW ANCHORS 2 HEAD L JAMBS TO BE PLACED 6' FROM CORNERS L 24' O.C. MAX. 08 SCREWS TO BE USED O)' AT EA, HINGE L (2) AT DEADBOLT STRIKE PLATE. (2) AT CYLINDRICAL LOCK STRILE PLATE. a) 3/16' DIA. CONCRETE SCREW ANCHORS 2 SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/I' INTO MASONRY OR CONCRETE. MAX. ALLOWABLE SPACING BETWEEN ADDITIONAL ANCHOR TAPCONS TO BE 6' FROM CORNERS L 24' O.C. MAX. LOCATIONS 5) 1F GLASS IS EMPLOYED GLASS MUST BE TEMPERED. INSULATING GLASS AND SINGLE GLAZING ARE OUALIF IED. 6) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4% USE SHIMS WHERE SPACE li GREATER THAN 1/161. 7) INSTALLATION AS STATED HEREIN COMPLIES WITH THE FLORIDA BUILDING CODE. u 4TINSTALLATID 4 4 ELEVATION VIEWED FROM EXTERIOR LIBERALLY APPLY1-1/4' MIN. CAULK OR SET SILLEMBEDMENT 1N CONCRETE OR MASON ANCHOR DESIGN PRESSURE CONCRETE OR MASONRY 3/16' DIA TAPCON CAPACITY = ± 50.0 P S F BY OTHERS SECTION A -A D. nes 1 A....ow() rtu 1 — to i.rt....i l III — — .c.n.o+, 1— )nr — .n -- " f—l. r o ccvl-0 I a i ON El PUNS gVIEC/ry OF SA E® NF®R® So'n — S tt Li-LI (a Ave. , S4,V-(ofd , i-t, SCREEN, ACRYLIC / SOLID COVER EDGE BEAM TABLES: PARTIALLY ENCLOSED) 3.2.1, 3.2.2 ENCLOSED) 3.3.1, 3.3.2, 3.3.3 CHAIR RAIL TABLES: PARTIALLY ENCLOSED) 3.2.5 ENCLOSED 3.3.6 ADDITIONAL STUDS MAY BE ADDED TO ADJUST CHAIR RAIL TO MAX. SPAN MINIMUM SLAB (SEE DETAIL) NYE, GLASS & MdDULAR ROOMS I SECTION 3 VARIES WINDOW HEADER TABLE: PARTIALLY ENCLOSED) 3.2.5 ENCLOSED 3.3.6 MINIMUM SHEETING: ONE SIDE 0.040" ALUMINUM OR 112' CDX PLYWOOD ALTERNATE SHEETING: 0.024' ALUMINUM BOTH SIDES VARIES TYPICAL ELEVATION GLASS ROOM WALL SCALE: 3/8" = V-0" WINDOW HEADER ANGLE (1) SIDE OR BLIND SCREW WINDOW ADDITION ANCHOR W/ MIN. #10 x 1" S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. ALUMINUM EXTRUSION CHAIR RAIL KICK PLATE MAXIMUM WIDTH = EDGE BEAM SPAN I V S VARIES yEr VARIES a ` TYPICAL ELEVATION GLASS ROOM WALL SCALE: 3/8" = 1'-0" NOTE: FOR SCREEN ROOM TO GLASS ROO-M--CON 4" MATED W/ 2" x 2" x EXISTING OR 2" x 2" x 0.044" MATED WITH 2" x 2" x EXISTING TQrvy `'''' Lawrence E. Bennett, P.E. CIVIL P.O. BOX 214366, SOUTH DAYTONA. FL 3121 TELEPHONE 657-4774 FAX(386) 787-6558 PAGE COPYRIGHT 2003 3-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS &.M.ODULAR ROOMS CONVENTIONAL FRAMING ALUMINUM FRAME SYS-. _. AS MIN, SHEET ONE SIDE W1 0,040" ALUMINUM COIL FOR SCREEN ROOM AND BOTH SIDES W10.024" COIL FOR GLASS ROOM, USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING, SECTION 3 WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADS W/ #10 x 3/4" TEK OR S.M,S. @ 6" FROM EACH END AND 12" O.C. MAX TOP AND BOTTOM. GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS Q La d a G, v Q v GLASS ROOM WALL SECTIO SCALE: 3" = V-0" Lawrence E, Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143,38, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 787-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 3-1 NOT TO BE REPRODVCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 U COI F 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 TERNATE HOLLOW UPRIGHT TO BASE AND LLOW UP^RIAG' H• "TO BEAM DETAILJ/ ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2.1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C, MAX. OR THROUGH ANGLE AT 24" O.C. MAX, MIN. 3.1/2" SLAB 2500 PSI CONC. 6x6-10x10 W,W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"S.M.B, POST MIN, (4) #10 x 112" 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, RE, CIVIL ENGINEER - DEVELOPMENT CONSULTANT P,O, BOX 214368, SOUTH DAYfONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386)767-6556 PAGE © COPYRIGHT 2003 E OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3.14 NOT TO BE REPRODUCED IN WHOL SCREEN, ACRYLIC- / VINYL, GLASS & MODULAR. ROOMS COMPOSITE ROOF PANELS; 4)1/4" x 4" LAG BOLTS W/ 1.1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SfDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM MIN. (3) #10 x 1-1/2II 3-M.S. IN SCREW BOSSES SECTION 3 RISER PANELS ATTACHED CHAPTER T HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1.1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S, IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 2411 Q,C, (MAX.) Lawrence E, Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214308, SOUTH DAYfONA, FL 32121 TELEPHONE (388) 767-4774 FAX (388) 767-6558 3-17COPYRIGHT2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF V WRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.2.5 Allowable For Glass Upright Heights, Chair Rail Spans or Header Spans Partially Enclosed Structures Aluminum For 3 second wind gust Sections 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow 3" x 2" x 0.070" Hollow 2" x 3" x 0.070"45" Hollow 2" x 4" x 0.050" Hollow 2" x 5" x 0,050" S.M.B. 2" x 6" x 0.050" S.M.B. 2" x 2" x 0,044" Snap 2" x 3" x 0.045" Snap 2" x 4" x 0.045" Sna For 3 second wind gust Alloy 6063 T-6 at 110 MPH velocity; using design load of 25 #/SF Tributary Load Width 'W' =Purlin Spacing 5 -6 6 -0t6'-6" 7 -0 7 -6 3'• 0"' 3'-6" 4'-0" 4.6 5 -0, Allowable Height 'H' / bending'b' or deflection'd' 6' 11" d 6'-7" d 7'- 5" d 7'- loll b 9'- 11" b 14'- 6" b 16'- 9" b 6'- 7" d 8'- 10" b 10'- loll b velocity; t 6'- 4" d 7'- 1" d 7' 4" b 9' 4" b 13'- 7" b 15'- 8" b 6'- 3" d 8'- 3" b 10'- 1" b using 6'- 1" b 6'- 1" d 6'- 10" d 6'- 11" b 8'- 10' b 12'- 9" b 14'- 9" b 6'- 0" d 7'- 9" b 9'- 6" b design 4'- loll b 4'-7" b 4'-5" b 4' 3" b 4'-1" b 3'-11" t 5'- 3" b 5'-0" b 4'-10' b 4'-8" b 4'-6" b 4'-4" t 5'- 1O" bl 5'-6" bl 5'-3" b 5'-1" b 4'-11" bl 4'-9" t 6'- 7" d 6'-4" d 6'-2" d 6'-0" d 5'-10" b 5'-B" t 6' - 6" b 6'-3" b 5'-11" b 5'-w b 5'-6" b 5'-4" t 8'- 4" b 1 T-11" b 7'•7" b 7'-4" b 7' 1" b . 6'-10" b 12'- 1" b 11'-7" b IV-1-b 10'-8" b 10'-3" b 9'-11" b 14'- 0" b 13'-4" b 12'-10" b 12'-4" b 11'-10" b 11'-5" b 5'- 9" b 5'-6" b 5'-3" b 5'-1" b 4'-10" b 4'-8" b T- 5" b T-0" b 6'-9" b 6' 6" b 6' 3" b 6'-0" b 9'- 0" b 8' 7" b 8'-3" b 7'-11" b 7' 8" b 7'-5" b load of 30 #/SF W' 7'- 9" d 8'- 5" b 10'- 9" b 15'- 5" d 18'- 0" d 6'- 11" d 91- 4" d 11' 8" b at 120 MPH Tribute Purlin Spacing i Sections 3•.0"' X-6" 4%0' 4'-6" 5. -0.. 5'-6,. 6. -0.. 6'-6-7'-0,. 7-0 Allowable Hal ending 'bor deflection'd' 2" x 2" x x 0. 055" 3" x 2" x 0,070" 2" x 4" x 0.050" 2" x 6' x 0.050" 2' x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" Hollow Ho ow Hollow w Hollow S. M. B, Sna Sna Sna 5'- 8" b 6'-1" d 6'-6" d 7'-4" d 7' 8" b 10" b 14 3 b 6'!6" d 8'-8" b 10' 8" b 5'-3" b 5'-9" b 6'-2" d 6' 11" d 7'-2" b 9'-1" b 13 3 b 15' 4" b 6' 2" d 8'-1" b 4'-11" b 5'-5" b 5'-11' b 6'-8" d 6'-8" b 8'-6" b 4'-8" 5'-1" b 5'-7" b 6'-5" d 6'-3" b 8'-0" b 4'-loll b 6'- 2" d T-7" 4'-3" b 4'-7" b 5'-l" b 5'-11" d 5'-8" b T-3" 4'-0" b 4'-5" b 4'-10" b 5'-9" b 5'-5" b T-10" b 4'-3" b 4'-8" b 5'-6" b 5'-3" b 3'-9" b 4'-1" b 4'-6" b 5' 4" b 5'-0" b T-7" b 3'-11" b 4'-4" b 101-2" b4'-loll b For 3 second wind gust at 'Iju mrn vnrvcity, Y011I n•. Tributary Load Width W' = Purlin Spacing Sections 3'- 0„' 3' 6" 4'-0" 4'-6' I 5'-0" 5'-6" r 61-0" 6',6" 1 7'-0" 1 7'-0" Allowable Height ' H' / bendin'b' or deflection 'd„ 2 x2 x0,044'' Hollow 5-3 b 4-11" b 4-7" b 4-4 b 4-1 b 3-11 b 3-9 b 3-7 b 3-5 b 3-4" b 2" x 2" x 0.055" Hollow 5'-9" b 5'-4" b 4'-11" . b TV b 4'-6" b Zr -6" 4'- 3" b 4'-1" b 3'-11" b 3'-9" b b 3'- 8" b 4'-0" b 3" x 2" x 0.045" Hollow 6'-2" d 5'-10" b 5'-6" b 5' 2" b b 4'-8" b 4'-6" b 4'-4" b 4' 2" 3" x 2" x 0,070" Hollow 6'-11' d 6'-7" d 6'-4' d 6'-1" d 6'-10" b 5'-7" b 5'-4" b 5'-1" b 4'-11' b 4' 9" b 2" x 3" x 0.045" Hollow. T-2" b 6'- b 6'-2' b 5 -10" b 5'-6" b 5'-3" b 5'-0." b 4'-10" b 4'-8" b 4'-8" b 2" x 4" x 0.050' Hollow 9'-1" b 8'-5" b 7'-11' b 7'-5" b 7'-1" b 6'-9" b 6'-5" b 6'-2" b 5' 11' b 5'-9" b 2" x 5" x 0.050" S.M.B. 13'-3" b 12'-3" b 117-5' b 10'-10" b 10'-3" b 9'-9" b 8'-11" b 8'-8" b 8'-4" b 2" x 6" x 0.050" S.M.B. 15'-4" b 14'-2" b 13'-3" b 12'"6' b 11'-10" b 11'-4' b 10'-10" b 10'-5" b 10'.0" b 9'-8" b 2" x 2" x 0.044" Snap 6'-2' d 5'-10" b 5'-5" b 5'-2" b 4'-10' b 4'-8" b 4'-5" b 4'-3" b 4'-1" b T-11" b 2" x 3" x 0.045" Snap 8'-1" b 1 7'-5' b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 2" x 4" x 0.045" Sna 9'-10" b 9'-1" b 8'-6" b B'A' b 7'-B" b 7'-3" b 6'-11" b TV b 7'-5" b 6'-3" b Notes; 1, Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2, Spans may be Interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214308, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767.4774 FAX (386) 707-0550 PAGE COPYRIGHT 2003 3-5 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNETT, P.E. Design Check List fir 4rrPPnl/ Vinyl Room (page 1 of 2 1, Design StatementManual bydInaccordancewithTeAluminumStructuresDesignTheseplanshavebeendesigne20andASCELawrence E. Bennett and comply with the Florida Bull In ode, 2002 orhap MPH for 3 7-98, Table 6-2; Importance Factor 0,77; Exposure'B' or'C'_ second wind gust velocity load; Open Design pPSF fo Wan be found on page 3-11; a,'B' exposure = :tL-7PSF for Roofs & b,'C' exposure = ^_____PSF for Roofs & PSF foil Walls Negative I. P.C. 0.00 For'C' exposure design loads, multiply'B' exposure lods by 1.4, 2, Host Structure Adequacy Statement; i good repair and attachments made to the I certify that I have inspected the host structure and it (s In g p structure will be soll Phone: '%75 Contractor Name lease print) yG Date: Contractor Signature not exceed 10', Note: Projectionofroomfrom&nOst structure shlall Building Permit Application Package contains tl e following: Yes No 3. A. Project name & address on plans .. , ......... • . j• " " " ' 1 1. 5, Site plan or survey with enclosure location .. , . • • .... • • . • . • • • • • . • . „ ' j j C. Contractor's / Designers name, addressor Umber, & signature n plans , ... 1/10 cale with the folJowjahone D, Proposed project layout drawing @ 1/8 g' ' ' ' ' ' ' ' ' ' 1. Plan view with host structure area of attachment, enclosure length, and projection from host structure ............... J.••.•••'•""••""""' Front and side elevation views with all dimensllpns & heights , . , , ....... , 2. 3. Beam span, spacing, & size (Le, 2" x 8" x 0,07" x 0,224") .. . . . ... . . . . . . . . .. . . acln &size(I. e.2"x8"x0,72"x0.224") 4. Upright height, spacing, Chair rail or girts size, length, & spacing (Le. 2'` x 2" x 0.04.4" x 5'-0" @ 6'-0" O.C.) 5. Knee braces length, location, & size (i.e. 2" x 3' x 0.045" for 2" x 8" x 0.072" x 6. 0,224" s, m,b,),' ' ' ,,,,,,,,,,,,,,,,,,,,,,I......,,.............,..,., 4, Highlight details from Aluminum Structures Desi0n Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing,j& spans / lengths. Indicate Section 3 tables used: from 120 MPH wind zone, 'B' Exposure to Beam allowable spanconversionsMPHwindzoneand/or'C' Exposure for loaO width : t bl andaplythefollowingformula: Look up spanon120MPHaePRequiredSpan@ MPH Span / Height @ 120 MPH 1 b or d) x I (b or d) x' (b or d) = Wind Zone Multiplier' I L-- Exposure Multiplier' B. Upright tables w/ sizes, thickness, spacing, & helgltts (Tables 3.2.1, 3.2.2, or 3.2.3)........................................ I. Upright or wall member allowable height/ span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone nd/or 'C' Exposure for load wlatn Look up span on 120 MPH table and apply the foil wing formula; Required Span @ MPH Span 1 Height @ 120 MPH b or d) x ,_.__ (b or d) x i- (b or d) Exposure Multiplier Wind Zone Multiplier' Appropriate multiplier from page 3-II. i Design Check List for Screen /Vinyl RLOMIpa e2 of2 Yes No C.Table O.3with beam & upright combination ifapplicable .....|................ D CunnooUondntoUahzbeunodauohao: 1.Beam houor ht. ..............^.......... ... . 8.Beam b)wall ............. '''''''''''''''''' ' . . .. 3 BV 0h b8 DD . . . . . . . . . . . . ' ' ' ' ' ' ' ' '''''''''' ' '' '' ' Chair rail, pudinv. Q knee braces to beams & uprights . . . . . . . . . . . 5. E mUad gutter connection ''''... . . . . U|, angles and/or sole plate to decK .......... ...... . ..... ... -- 9.FoundaUon detail type & size . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' .'' '' . . .' .. .. Notes: ! Guide F.or Car orts and Screen GI 'Ss & Vinyl Rooms Page 1 of 1 ns ection Yes No 1, Check the building permit for the following: a, Permit card & address ...:....... I .... :............. . r .. b. Approved drawings and addendums as required ...... c, Plot plan or survey ... • • ........... d, Notice of commencement . .. clflc ... . ............ spedrawings or shop drarSfngs against the "AS No 2, Check the approved site Yes BUILT" structure for; height as shown on the plans a. Structure's length, projection, plan span, spacing & stitching screws (if requlredu. b. Beam sizes, c, Purlin sizes, span & spacing . . screws (if requi ed) d, Upright sizes, height, spacing & stitching e, Chair rail sizes, length & spacing. . . . I ........... Installed if required) ........:.. f, Knee braces are property ( . . .. g, Roof panel sizes, lengithha thickness. 3, Check load bearing uprights deck for; Yes No a. Angle bracket size & thickness ............. • • • • • • • l spacing of fasteners to upright .. ' ... . • • • • . . b, Correct number, size c, Correct number, size & spacing of fastenersavers then to dock and shalloto plate brickp d. Upright is anchored to deck through pavers into concrete .. . • . .rough 4, Chock the load bearing beam to upright for; size & thickness .................... Yes No a, Receiver bracket, angle or receiving channel b, Number, size & spacing of anchors of beam to receiver or receiver to host structure T c, Header attachment to host structure or beam ..... • ... • . d. Roof panel attachment to receiver or host structure--- forframingconnections, check umber, slze & thickhIe s e, If angle brackets are used of fasteners ....,•.......••••••••• f, Post to beam attachments to slab . ............ • . ..... ..............•....... Yes No 5, Check roof panel system for: a. Receiver bracket, angle or receiving channel size & thlckn ss ................ . b. Size, number & spacing of anchors of beam to receiver .. c, Header attachment to host structure or beam d, Roof panel attachment to receiver or beam I Notes; c- 2