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HomeMy WebLinkAbout119 Woodfield Dr (3)CITY OF SANFORD PERMIT APPLICATION Permit #:01— 1 33 Job Address: J,q 1„Woedf i EU DA.. Description of Work: 10xKW Screeri Aoaw+ Acry I, c RECEIVED Date: ZVZ,101 FEB 2 6 2007 Square Footage 1-70 5 f Historic District: go Zoning: Value of Work: $ 11 1 $00- 00 SLXi S�; n Concre�rC \ e1 ;' * 197- 616 Permit Type: Building &/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential 1)< Commercial Industrial Construction Type: f Stories: J_ # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: AN'rionio Lyee,L 119 WooAc"kd -ba.. Sol n{Vrdt f�. 32- 7 7 Phone: No7- 330 - WM'7b Contractor Name & Address: CDJeRA%k Ak yn e%Kw, Znc 106 170IAner OL • �10�� SGon-fZ- 32? 71 State License Number: c or c57 64 1 Phone & Fax.4y) .322 - 2127. 407.322.83b 7{alt Contact Person: f'flgRf-�:� Phone: CSID-7) .322' 8i ZZ Bonding Company: Address: Mortgage Lender: tom/ A Address: _ Architect/Engineer: LRWr vice Dent+el'f Phone: 3a� %! 7— ►�"7%tij Address: o. 60X 2 368 Juviv+.n, f�- 3za% Fax: 386 - 767 - 6556 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 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 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 veri 11 that 1 will notify the owner of the property of th#.regairements o Florida Li%w, Law, FS 713. Signature of fn//Agent Date Signtore of Contractor/Age t Date fc,,5a Lope2 �e�e� lbw s Print Owner/Agent's Name Print tractor /Agent's ame = ago nit.f Notary t oPINJO ARGELIS AD OS 5enature of Notary -State of Flori ,, Pu�c AR IS ADE OSORIO MY COMMISSION # DD503641 My COMMISSION # DD503641 _ EXPIRES: February 27, 2010 �d EXPIRES: February 27, 2010 OF F`F1. Notary thscotmt Assoc. Co. "Pati 1800 -3 -NOTARY 1-9(x)-3 MARY Fl. Notary Discount Assoc. Co. Owner/Agent is Personally Known to Me or '' // Contractor/Agent is P rennally Known to Me or _Produced ID _ L ��i- t70V'�7— _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 03/2006 •. �• • tri Permit Numaer�__--- I ; Parcel Identification Number 10-20- 3005'05- O000 _ 0 880 Prepared by: Pjc%LH^ �¢r►�►a1�5a.. I018o bo(gner X- '1'1068 Return to: Sg11fa,(d, & 32771 NOTICE OF COMMENCEMENT State of County of 1111111111111111111 all 111110 1111111111111111 IN 111119 loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 0660E Pg 10881 (Ipg) CLERK'S # 2007029470 RECORDED 02/26/2007 821146i33,P* RECORDING FEES 10.00 RECORDED BY H DeVore dtRTIFIED CQPY WRY -ANNE MORSE-- CLERK OF CUIT U"RT SETY, FLORIDA BY DEi'u„ ., CLER,.K The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, We following information is provided in this Notice of Commencement. 1. Description of prerty (legal desc iption of the property, and street address if available) Leg "++ , opoic u t'ew Vi Gaye- (st AAD Ie pfa% 0826 P(rs q 4-o(o 2. General description of improve.Rnent(s) I" Wood ield --PK. San4t---(j-Fc. 32723 5CCee6n yboorn of Ac.(yt �,,�►d��s . f �'x, �' s;Ze . 3. Owner information Name Alfonsa Lopez. Telephone Number(woZ) 330- W4?6 Address 10i Wood field De- Fax Number fL. 3'2-773 Interest in Property: pWY%edL 4, Fes; Simple Title Holder (if other than owner sho,s!s above) Name Telephone Number Address S J4 Fax Number 5/Contractor Name ee4-tA- t,JoJ' S Address tg80 'Do1'"eg- fL 4:t'to6.i: 3un-11�0rdI fL 31-77 6. Surety (if any) Name Address 7. Lender (if any Name Address 'telephone Number Co-)) 322- X122 F:;x Number(w)) 32.i- 83c Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax NumbOr 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address /vi y"Fax Number g. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713,13(1)(b), Florida Statutes. Telephone Number Name Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): A— % X Date Sig ed Signature Owyfer noe: per 713.13(1)(g), "owner I-nust sig9r... And no one else may be permitted to sign in his or her stead." 4N Sworn to -Ind Subscribed before me this -_ _ day of known to me OR Signature of (votary 23-20 (9/04; ,hSeR. ,20 00 by fvnse [-•opez_a� who is personally produced as identification. ARGELIS ADVVV'E OSORIO� CiSORIO MY COMMISSION#DD503641 SEA ?7503641 -ERf'IM: February 27, 2010 + 2010 y Fl. Notary Discount Assoc. Co. Assoc. Co. `!Y I t Rf W 4 . Sun�fd �fL 32773 (onzr aG'+'iD2 vSeo ly,%er4 ft. 0lots SaA-f�rj,-, 3a77 (40.7 3a'2 - g► a @c>?) 3a.1 - 8367 `1+(r ja'xib' AIAM;.%M,r screen RflQ u11o1 C ,��?S'�'a I 1 I NS fin Code violations found during inspection Structural plan review is limited to a are required to be corrected. general survey for code compliance. No Plan/permit issuance does not grant review is implied nor was taken to >" approval of a code violation. 2004 verify structural adequacy FBC109.1 ao 16.72' X41 k Ovt • Qo� � 57'"2 z 6Lt" 57yxr x 614" SC ree n A S c peer, a w� Ac ad CC k + � w) W� gCt•�)�c. .1 a0 a'1kC. it 1��c I Jk N S c fee c re Scree^ Acrylic. wl Acry).'c 4 aO A tU(X;Nu� X41 k Ovt • Qo� � 57'"2 z 6Lt" 57yxr x 614" SC ree n A S c peer, a w� Ac ad CC k + � w) W� gCt•�)�c. .1 a0 a'1kC. it 1��c I Jk A V xw T 4F SURVI'-- - DESCRIPTION F /k'�7-WIWITiDn/ _U18H ,REPI_,DF 61 D"o Y/EW V/L L PUDE CECORDS 0F fCsjilvOtf fAtWJy FLDR 1DA . S RECORDED IN PLAT BOOK 7� . PAGE(S) '`�' S' r \ yo OD' A44r 2&- iN�o.OFiE�a DRJVE (SD'!t'/►IYJ 'PLANE REVIEWED CITY OF SANFORD RRECT I U 4 11Lrcj v— .' J►'lLJ.7.tT 7+YLC OI�HRpN t✓ �p+gV�Vr_• n,.oio Y+rLL' , p t I ✓i l •nwt „K is frac r� %///�J�I//I�//I////'�j/Iy///•///�� (YIj��L Y Lw . ampm L WJL T a�sc _ a wuw Nlt1q 'M�4wM i at 99 ol Q11 M MS {1NVi-( IQTf tl� N6lT-s got foo I.fA - IMM1f 111!1 W ' .. __ _� wfniWf iD '.0 flrlonold jryC. ;.i -iii'l n��l� fam il-�4 no 75.00'r S 0e30"So w ,5'.o3 {N 3 n- 3�' 2to' w v row vwt (� �• j, 9u `b a Lot 89 4 mot 97 'Loy, 0* `5 rvn N 4 � = L7.D� l Kl� � -A {{m� Roo.�t •� � N �?NE STd y BLWX , RDORES S 't //% O P l2 �o R a O.rt ! .L7• taw" m p notvE � its Y. r \ yo OD' A44r 2&- iN�o.OFiE�a DRJVE (SD'!t'/►IYJ 'PLANE REVIEWED CITY OF SANFORD RRECT I U 4 11Lrcj v— .' J►'lLJ.7.tT 7+YLC OI�HRpN t✓ �p+gV�Vr_• n,.oio Y+rLL' , p t I ✓i l •nwt „K is frac r� %///�J�I//I�//I////'�j/Iy///•///�� (YIj��L Y Lw . ampm L WJL T a�sc _ a wuw Nlt1q 'M�4wM ol Q11 M MS {1NVi-( IQTf tl� N6lT-s (( �•d :��s� I.fA - IMM1f 111!1 W ' .. __ _� wfniWf iD '.0 flrlonold jryC. ;.i -iii'l n��l� fam il-�4 no t �1 Design Check List for Screen / Vinyl Room (page 1 of 2) I. Design Statement These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and comply with the Florida Buildin Code 2004 Edition, Chapter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77; Exposure'B'-W or'C',O; 120 MPH MPH for 3 or second wind gust velocity load; Open Desi$n pressures can be found on page 3 -ii: a. 'B' exposure =Moi PSF for Roofs ---LiPSF for Walls b. 'C' exposure = PSF for Roofs & ASF for Walls Negative I_P.C. 0.00 For'C' exposure design loads, multiply 'B' exposure loads by 1.4. 2. Host Structure Adequacy Statement: I certify that I have inspected the host structure and it is in good repair and attachments made to the structure will be solid. PAe o,�-a s Phone: l`1 _ _ or Name ( leaserprint) Date: .1b 0 Contractor Signature Note: Projection of room fro ost structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ......... . . .... . ..ED B. Site plan or survey with enclosure location . . .. . . . . ... . .. . . C. Contractor's / Designer"s name, address, phone number, & signature on plans .... D.Notice of consumer rights attached and Initialed by consumer . . .. ............. . E.Proposed project layout drawing @ 1/8" or 1/10" scale with the following:........... 1. Plan view with host structure area of attachment, enclosure length, and Projection from host structure ....... , ... . 2. Front and side elevation views with all dimensions & heights , ,, , , ,,,, , , , , , , , , , 3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224") .................... . 4. Upright height, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224'1 . . 5. Chair rail or girts size, length, & spacing (i.e. 2" x 2"x 0.044" x 5'-0" @ 6-0" O.C.) H S. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 2" x 8" x 0.072" x 0.224"s.m.b.)........................................................ .... 4. Highlight details from Aluminum Structures Design Manual: A. Beam & purlin tables w/ iz�ickness,acing, &spans !lengths, indicate Section 3 tables used: Beam allowable span conversions from 120 MPH wind zone, 'B' Exposure to MP Yes WSW H wind zone andlor C Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH � r Required Span @ „TMPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier" L Exposure Multiplier " B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3A.2.1, 3A.2.2, or3A.2.31 .................................................................... Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH .wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH Required Span @ --MPH 0 00 F— • (b ord)x t•oo (b ord)x t•oo (b or d)= �� �@!'��® Wind Zone Multiplier" — - �_ Ex osure RP�+ Appropriate multiplier from page 3 -ii. b-6 Design Check List for Screen I Vinyl Room (page 2 of 2 C. Table 3A.3 with beam & upright combination if applicable ......................... Yes No D. Connection details to be used such as: I. Beam to upright 0 2. Beam to wall .............................................................. M E3 3. Beam to beam ......................................... .................... 10 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection B. U -clip, angles and/or sole Plate to deck ....... E. Foundation detail type & size ............... ........ ........11.1 ...... Notes: b-7 F SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURF- SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME .- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE.: N.T.S. -A Lawrence E. Bennett, P.E. 'FL # 16644 Cl.ry MM11 CMI. ENGINEER - DEVELOPMENT CONSUL TAN7 P.O. BOX 214368, SOUTH DAITONA. Fl. =21 TELEPHONE (386) 767-4774 FAX: (386) 7676556 PAGE C) COFYPJC4ff 2043A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRFT7EN PERMLSSLON OF LAWRENCE E. ggLNEtT-P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1 -I & 3A.1.2) F 'LW OR MAX. / / UPRIGHT / H HEIGHT (h) 1" x 2" MIN. 3-112" SLAB ON GRADE VARIES OR RAISED FOOTING _ (FOR FOOTINGS SEE DETAILS TYPICAL -SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39)' Wl SOLID ROOF TYP. FRONT VIEW FRAMING " (HEIGHT OF UPRIGHT IS MEASURED 'FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION ,1512, 'P/Z @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS (SEE TABLES) O zF O.H. SOLID ROOF / xcr NO MAXIMUM / (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. 'k-- LW = LOAD WIDTH VARIES VARIES 'P' VARIES NOTES: 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION Wl 1/4"x 2-114" CONCRETE FASTENER MAX. OF 2'-0"O-'C- AND '-0"O:C.AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-112" S.M.S. W1 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 Wl WASHERS @1 EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF 15/2 OR 15/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 ISO #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 311'6" = T-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED GrM &4WFER DE%0aOPM &ff CQ%StATAMTnD 'TY A O P.O. SOX 214M, SOUTH DAY ONA. FL 32121 TE!_EPHONe (3M) 7W-4774 FAX- (3W) 76 -WM PAG IE ® COPYR SMT 2M 3A-2 NOT To BE REPRODUCED IN WHOLE OR IN PART WmiouT TrIE WRITTEN PE RMBSSION OF LA"49' E F ae agEn, P. FSECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2'S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4'x 2-112" CONCRETE ANCHORS WITHIN — 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM / HEADER ANGLE CLIPS MAY BE SUBSTITUTED. FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 11/20 S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-118" MiN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL. SCALE: 3"=.l'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 114" x 2-114"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) pox 112" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x 2" OR 2'x WOR 2' 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 Lawrence E. Bennett, P.C. FL # 166" PLANS REVIEWED crud.ENGINEER - DEVELOPMENTCONSULTANT CITY � S A P.O. BOX 214356, SOUTH DAYTO k FL 52127 NFORD TELEPHONE (386) M-4774 FAX: (386) 76 -WM PAGE �j COPYRI6liT 2004 3A-4 NOT To BE REPRODUCED IN WHOLE OR IN PART wrniOUT THE WRITTEN PERMLSb ON OF LAWRENCE E. 69*NETT. PF- SCREEN, E SECTION 3A EDGE BEAM 1" x 2"'OPEN BACK ATTACHED TO FRONT POST W1 #10 x 1-112" S.M.S. MAX. 6' FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1'x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER \TTACHED TO 1"x 2" OPEN TACK W/ MIN. (2) #10 x 1-112" Q.M.S. IDE WALL GIRT ATTACHED T ' x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2' S.M.S. IN SCREW OSSES FRONT AND SIDE. BOTTOM RAILS ATTACHED TO CONCRETE W/ 114"x 2-1/4' ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24":O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF �ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0' Lawrence E. Bennett, P.E. FL# 16644 PLANS REMWED CfV1L ENGINEER - DEVELOPMENT CONSULTANT CITY � �� � � ® B'V91 � n 0�r®� P.O. BOX 214368. SOUTH DAYTONA. FL 32121tl��`dy RD TELEPHONE: (386) 767-4774 FAX: (3116) 767.6556 PA" . COPMGiT 2804 3A'6 NOT TO BE REPRODUCED IN WHOLE OR IN PART VATHOUT THE WRITTEN PEWISSION OF IAWRE'HCEE. SENNETT. P.E. I— SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2"x2"OR2"x3"HOLLOW GIRT AND KICK PLATE 2"x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM Wl MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= l'-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 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 80TT40M RAIL 1/4"x 2-1/4" MASONRY ANCHOR :@ 6"'FROM EACH POST AND 24" O:C. (MAX.) Lawrence E. Bennett, P.E. 'FL # :166644 CfVIL ENGINEER - DEVELOPMDaCONSULTANT P.O. BOX 214368 SOUTH DAYTONA, Fl 32121 TELEPHONE: (386) 7671774 FAX: (386) 7676566 — PAGE ® COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNtTT, PX . 3A-7 C C7 r: SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1420 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #!SF (43 XSF for Max. Cantilever) " Y A . . ____ 2" x 2 x 0.04,V' _ " x 0. ' Load Width ft' Max.S 1 & 2 Span 'L'! bends 3 Span V or n 'd1 4 SpanMax Cantilever load Max. Span t ) Width fl' 1 & 2 Span 1-6-4- 'L'/ bending 'b'or - wtlon'd 3 Span 4 Span Cantilever ver 5 5'-1' d 6'-3` d &4* d 1'-0" d 5 d] --W-7" d 8'-9" d 1'-1- d 6 41-9" d 5-10" d 5'-11" b 0'-11" d 6 6.0" d V41 d 6'-4". d 1'-0" d 7 4W d 5'-7" d 6-6" b 0'-11" d 7 4'-S" d 5'-11" d 5'-11" b 0'-11" , d 8 4'-4" d 5'-4" b 5-1" b 0'-10" d 8 4'-T d 5'-8" d 5'T b 0=11" d 9 4-2" d 5'-11" b 4'-10' b 0'-10' d 8 4'-5" d 5'-S d 6-3*. b 0'-10" _d 10 4'-p" d 4'-0' b 4'-T b 0'-10' d 10 4'-3" d 5-2' b 5'-0" b 0'-10' d 11 3'-11" d 4'$ b 4'-4" b 0'-9" d 11 4'-1' d 4'-11" b 4'-9` b 0'-10" d 12 W -W d 4'-4" b 4' 2' b W -W d 12 T-11' d 4'-9" b 4'-T b 0'-10" d x0. 3'x 2"x O Load Wim (fl) Max. span IV / 1 & 2 Span 3 Span b' or deflection ' 4 Span Cantilever Load Width (114A Max. 2 Span 'L' ! ads 3 Span 'b' or deflection 'd 4 Span ex. Cantilever 5 5'-8' d 7-1' d T-2" d 1=2' d 5 V-5" d T-11" d 8'-1" d 11-3" d 5'-' d fr4r d 6-9"-_'d 1'-1' d 661-(1' d T-6" d 7'-T d 1'-2" .d 7 5'--1" d 8'-4" d 6'-S" d 11-M d 7 5-B' d 7'-1' d Tei' d 1-2' 'd 8 4'-11' d 61-0" d 6'-2" b 0'41" d 8 5'-0" d 8'-9" d 6'-1 1" d 1'-1" d 9 4'4' d T-10" d 5'-9' b 0-11' d. 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'4' d. 5-T d I T -W b W-11' d 10 5'-1" d 6'-3" d 6'-5".. d 1'4" d 11 4'-5' d 5-5" b 5'3" b 0'-10" d 11 4'-11" d &-1" d V-3' d 0'-11' d " 12 4-3' d 5-2' b 5'-0" b 0'-10' d 12 41-V d 5'-11" d 5'-11" b T-11" d 2'x3 x0. " r x Load Max. Simn IVU Width fin') 1 & 2 Span 3 Span 'b or deflection' 4 Span Ca x. Load Max. Span, Width (fl.) 1 & 2 Span 'L' / handl 3 Span b' or OWL 4 Span � ax. ntilever 5 T-1" d W -W d 8'4" b 1'-5" d 5 W-2* d 1 t'-4" d 11' 2' b 1'-10' d 6 6'-8" d 8'3' d T-11" b 1'-4" d 6 8'-W d 10-T b 10,3" b 1'4r d 7 g'-4" d T-0" b 7' -ti" b 1'3" d 7 8'-2' d 9'-0" b 91-5' b 1'-S" d 8 6-1" d 'r-2' b 8=11" b 1'-2" d 8 7-1 W d W-2" b 8'-10" b 1'-T d 9 5'-10' d VW b 6'-0" b 1'-T d 9 T-6" d 8'-8 b W40 b 1'-8" d 10 5' 7" d 6'-60 b V-2" b 1'•1" d 10 7'3" d 8'-T b T-11" b 1'-5" d 11 12 5'-b" 5-3" d b 8'-1" 5-10" b b 5'-11" 5'-8' b b 1=1' T-1" d d 11 12 8'-11" 6'-6" b b 7-10" T-8" b b 7" 7" T 3" b b i' S" 1' 4" d 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 maybe interpolated. Lawrence E. Bennett, P.E. FL # 16644 CMM. EW AAWTER - DGMLOPMENT CC ULTANT P.O. BOX 214388, $Ot1TH OAYrON& FL32121 TELEPHONE. (988) 787.4774 FAX. (388) 7874M Q COPYRIONT 2004 NOT TO BE REPRODUCED W WHOLE OR IN PART WITHOUT THE WRf TEN PERM SION OF LAWRENCE E. BENNEIT. P.E. PACE . 3A4 I SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 .n -&A ...C.....1...s44 AM: f-V1J.7V-�.VOY Rt■1Y 4JMJ.• o" •.v .i.. •. �v.v....�t-.�....3 --- Tributary Load Width W = Purlin Spacing Sections 3'-0"3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" B'-6" Allowable Height 'H'1 bending'b' or deflection'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b W-2" b 7'-8" b 7'-0" b 6'-11" b 6'-8" b 6'-5" b 6'-2" bj 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b A'-11" b 8'-5" b 7'41" b 7'-7" b 7'-3- b 6'-11" b 6-9" b 61-6" 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 7'-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 1 p'-11" b 10' 5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8' 6' b 2" x 3" x 0.045" Hollow 12!-W b 11'-9" b 11'-W b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'1f" 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"-0" b 11'0 b 10'-8" b 10' 3" b 2" x 4" x 0.046" , S.M.B. 19'-1' b 1T-8' b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 121-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10"b 20'-5" b 19'-3" b 18'3" b 1T-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.W 26'-1' b 24'-2" b 22!-7* b 21'-3" b 2p'-2" b 19'-3" b 18'-5" b 1T-9' b 1T-1" b 16'-6" b 2" x 2" x 0.044" Sna 1 T-3" b 10'-5" b " b 9'-2" b 8'-8" b 8'-3" b T-11" b T-7" b T-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12"-5" b 1 11'-9" b 11'-2" b 10'-7" b 10' 2" b 9'-9r b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1T-7" bi 16'-3 bi 16-3" bl 14'-4" b 13'-7" bi 12'-11" b 12'-5" b 11'-11 b 11'-6" b 11'-1" b Notes: 1. Above spans do not include length of knee brace. Add honzontat Mance from upright to center of trace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - OEMOR AEW COAMXTANT P.Q. BOX 214368. SOUTH OAVTONA. FL 32121 TELEPHONE: (386) 787-4774 FAX: (386) 787.8668 PAGE I ® COPYRIGHT 2084 _. _ ...._.. _..� �..�...._..-_.....+.-.......o.......r ...unC•1/•C C GGIJ"IGTT or SECTION 3A 114" 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 FOOTIING W OS0 2) # Ox 314" S.M.S. STRAP TO POST AND (1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE 3/4"= V-0" 4" MIN. (2) #5 BAR CONT. 3-1/2" {TYP. (1) #5 BAR CONT. 2'-0" MIN. BEFORE SLOPE ALL SLABS) e /\� 80 TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" 1120 2'/ 12'- 1'-10" i TYPE III STEEP SLOPE FOOTING > V-10" Notes: 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 other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of.a Type II -footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic stabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - i0 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ®Mesh, InForceTM' e3T" (Formerly Fibermesh MD) per maufacturer•s specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section 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" = V-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVEWED CML ENGINEER - OUtOPrENT P.O. BOX 214368, SOUTH DAYTONk FL 32121 C 1 TY O F NF O TELEPHONE: (388) 767.4774 FAX: (386) 767.6556 PAGE ® COPYRIGIiT 2001 31A-38NOT TO "H REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRt7TtT1 P MISSION' .LAWRENCE E 8E • P E. SOLID ROOF PANEL PRODUCTS EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SECTIGN.7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR TO FASCIA AND / RIZER OF PAN AS SHOWN i----- 98 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @-EACH RIB TROOF PANEL LU Z IL aw as HEADER (SEE NOTE BELOW) #8 x 1/2" S.M.S. @ 8" O.C. FOR MASONRY USE 1/4` x 1-1/4" MASONRY ANCHOR 'OR EQUAL @ 24" O.0 :FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS ,,.@ 12" O.C. ALTERNATE ROOF PANEL TO WALL DETAIL SCALE: 3'= V-0° ROOF PANELS SHALL BE ATTACHED TO THE HEADER Wl (3) EACH #8 x 1/2" LONG CORROSION RESISTANT S.M.S. W/ 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN W/ (3) EACH 98 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSGLTANT, P.O. BOX 214368. SOUT1i DAYTONA, FL 32121 TELEPHONE: i3Nl 767-4774 FAX: (386) 767 -CM ® cOPYRIGHT 204 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PAGE 7.7 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Panels Foam Cnre F_P_S- rN nansity Wind Region Open Structures Mono -Sloped Roof 182 1 3 4 span span span Screen Rooms & Attached Covers 182 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang Cantilever All Roofs 100 MPH 21'-4" 1 23'-10" 23'-W 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 1&-3" V -W 110 MPH 21'4" 23'-10' 23'-W IV.:8"- 20--11- 20-2" 13'-9" 15'-4' 14'-10' 4'-0" ,120 MPH 20'-4" 1 22'-9" 21'-11" 1T-5" 19'-5' 18'-10" 12'-0" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'..10" 21'.1" 15'-11" 18'-11" 1L" " 111-0" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 1T-9' 16'-3" 1T-1" 12'-11" i2'-6" 4'-0" 140 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 1W-3" 11'-0' 11'-1" 4'-3" 150 MPH 17-4" 13'-9' 13'3" 17-4' 13'-9" 13'-3" 91-6" 10'-8" 10'-4" 3'-11" 3" x 48" x 0.630" Panels Fnam Cnm F D S_ i" rimmity I Wind Region Open Structures Mo -Sloped Roof 182 3 4 span span span Screen Rooms & Attached Covers 182 3 4 span span span Glass & Modular Roosts Enclosed 182 3 4 span span span Overhang f Cantilever All Roofs 100 MPH 24'-11" 2T-11" 2T-0' 23'-10" 26'-8" 25'-9" 18'-8" 20'-10' 20'-2" T -O" 110 MPH 24'-11" 27'-11" 27-0" 21'-11" 24'-6" 23'-8" 16' 2" 19-3" 18'-0" T-0- 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10' 22'-1" 14'-8" IT—S" 15'-10" 4'-0" 123 MPH 27-11" 25'-7" 24'-9" 19'-10" 27-T 211-5" 14'4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-T' 22'-10" 18'-8" 20'-10" 20'-2" 13'-T' 15'-2" 14'-8" 4'-0- 1140 MPH 14'-5' 16'-T 16-7' 14'-6 18-2" 15'-7" 12'-8" 14'-2" 13'-8' 4'-0" 150 MPH 14'-5" 16'-2' 15'-7" 14'-5" 16'-2" 15'-7" 11-2" 13-2" 12'-9" 4'-0" 4" x 48" x 0.024" Panels Foam Core E.P.S. 91 Denslty Wind Region Open Structures M loped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang 1 Cantilever All Roofs 182 3 4 1&2 3 4 182 3 4 span span span span span span span span span 100 MPH 23'-5' 26'-2" 25-3" 22'-3" 24'-11' 24-1" 1T-5" 19'-6" 18'40" 4'-0' 110 MPH 23'-5" 26'-2" 25-3" 20'-6" 27-11" 22-2" 15'-1" 18'-W 1T-5' 4'-0" 120 MPH 22'-3" 24'-11" 24'4" 19'-1" 21'-4" 2(r-7" 13'-9" 164' 14'10" 4'-0" 123 MPH 21'-5' 23'-11' 23'2" 18'-6' 20-9' 20'-0" 13'-5' 14'41" 14'-0" . 4'-0" 130 MPH 19'-9" 22'-1" 21W 17'-5' 191-6' 18'-10" 17-8" 14'-2" 13'-0" 4'-0" 140 MPH 13'-6" 15'-1' 14'-7" 13'-6" 15'-1" 14'-7" 11'-3' i3'-3" 12'-9" 4'-0" 150 MPH 13'-6' 15'-1" 14'7" 13' 6' 15'-1" 14W" 10-5" 12'-4" 11'-4" 4'-W A" v AR" v n wtn" Pnnnte Fnnm r_nm F S. !H nonsitu Wind Region Open Structures Mono-Sio Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang! Cantilever All Roofs 100 MPH 26'-11" 30-1" 29'-1" 26-8" 28'-0" 2T-9' 20'-1" 22'-5" 21'-0" 4'-W 110 MPH 26'-11" 30-1" 29'-1" 23'-8" 26'-5" 25'-6" 18'-7" 20'-9" 20'-1" 4'-r- 120 MPH 264r 28'-9" 2T-9" 21'-11" 24'-7" 23'-9' 15-10" 19'-1' 184al 123 MPH 24'-8" 2T -T 26'-8' 21'4" 23'-11" 23'-1' 15'-5" 18'-6" 171-,W= 4'-0« 130 MPH 27-W 25'-5" 24'-7' 20'-1" 1 22'-5 1 21'-8' 14'-7' 1T-5" 15p ' 140 MPH 15-7" IT -5- 16-10" 1 15'-T 1 T-5" 16'-10" 13'-8" 15'-3" 14'j 160 MPH 15'-7- 17 Z" 16-10" 15'-T JT -5— 16'-10" 17-8" 14'-2- 13'-9' 4'-0" V ,® S KD Note: Total roof panel width = mom width + wall Width + overhang WHO tr Lawrence E. Bennett, P.E. FL # 16644 =8' MAI- ENGINEER -OEVELOPAA9ffCONSULTANr Elite Aluminum Corporation P.0_ sox 214368, SOUTH OAYTONA, FL 32121 - 1801 N.W. 64th Street . TELEPHONE: (386)787-4774 PanerPme�w FAX: (386) 787-65511 Ft. Lauderdale, FL 33309 Tei: (954) 491.3700 Fax: (954) 491-1433 PAGE © COPYRIGHT20M 7-34 NOT TO BE REPRODUCED 1N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Example: Find Roof Area Needed; Area ='X; Post Spacing ='S'; Structure Projection = W: A = S x (W12 + O.H.); KV = 1.0', W=24% and O.N. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1.2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2'x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A =140 Sq, Ft. and 120 MPH wind zone, then a 2"x 3"x 0:045" Hollow Extrusion can NOT be used since it can only supporta roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). VI EEWED Aluminum Post Lawrence E. Bennett, P.E. FL # 16644PPLANS Wind Load MPH = 100 110 120" 123 130 140A 1408 8150 Attached Cover Uplift • =El NSF t12 NSF 14 NSF 15 #!SF 16 #lSF 19 #JSF 30 NSF Free StandingUplift = F 10 aNSF 11 ;ws- 12 #!SF 13 #!SF 15 frlSF 30 NSF Maximum C) COPYRIGHT 2804 Allowable Roof Area in Square Feet for Various Loads on Post Height Load (lbs.) 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion - Aluminum A toy 6063 T-6 7'-4" 2,064 1 206 172 14 138 129 1 109 1 69 8'4" 1,548 155 129 111 103 97 81 52 9'-10" 1,204 120 100 86 80 75 63 40 IVA" 903 90 75 65 1 60 56 48 30 Height goad (tbs.) 2" x 3" x .0.0.457 Hollow Extrusion or; 2" x 3"x 0.045" Snap Extrusion -Aluminum A toy 6063 T-6 8'=2t 2,736 274 ,228A>- 1 -195 182 1 171 1 144 1 91 9'-6" 2,502 250 209 179 1 167 156 1 132 1 83 10'41" 1,596 160 ` -133 114 1 1 106 100 1 84 1 53 12'-3" 1,197 120 100 1 86 1 4 80 75 1 63 1 40 Height Load(lbs.) 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'-0" 2,381 238 198 170 1 159 1 149 1 125 79 . 11'-8" 1,786 179 149 128 119112 94 60 13'4" 1,389 139 116 99 1 93 1 87 1 73 46 15'-0" 1,042 104 87 74 1 69 1 65 1 55 35, ; Height Load (lbs.) 3" x 3" x 0.060" Roil Formed -Aluminum Alloy 3105 H-14 11'-0" 3,600 360 1 300 1 257 1 240 1 225 1 189 120 12'-10" 2,700 270 1 225 193 1180 169 142 90 14'-8" 2100 210 1 175 150 1 140 1 131 1 111 70 16'-6" 4.575 158 1 131 113 1 105 1 98 1 83 53 Height Load(lbs.) 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3 408 341 284 243 227 213 179 114 13'40" 2 556 256 213 183 1 170 160 135 85 15'-10" 1,988 199 1 166 142 133 124 105 66 17'-10" 1,491 149 124 10 f 99 93 78 50 Example: Find Roof Area Needed; Area ='X; Post Spacing ='S'; Structure Projection = W: A = S x (W12 + O.H.); KV = 1.0', W=24% and O.N. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1.2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2'x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A =140 Sq, Ft. and 120 MPH wind zone, then a 2"x 3"x 0:045" Hollow Extrusion can NOT be used since it can only supporta roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). VI EEWED Lawrence E. Bennett, P.E. FL # 16644PPLANS CIVIL ENGINEER - DEVELOPMENT COAMIXTANTp CITY IFID P.O. BOX 214368, SOUTH DAYTONA, FL 32121 UOF {g�9 TELEPHONE: (386) 767.4774 FAX: (31%) 767.6.566 . PAGE C) COPYRIGHT 2804 '. c 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. i a.. i' SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Screw Size d =diameter Embedment Depth (in.) Min. Edge Dist. & Anchor Spacing 5d (in.)Tension Allowable Loads Shear 6d 2AMAG NAiLIN (Drive Anchors) _7d 114" 1-112` 1-1/4' 273# 236# 2" 1-114' 316# 2369 1.18 2.00 TAPPER Concrete Screws 1.21 - 12d 3116" 1-1146 15!16` 288# 167# 1-314` 15116' 371# 2599 114" 1-114` 1-114' 42710 200# 1-314" 1-114' 544# 216# 318" 1-l1r 1 1-7/8' 511# 402# 1 -/4` 1 3-318' 703# 455# POWER BOLT(Expansion Bok 114" 7 1 1-114' 624# 261# 5116" 3" 1-718' 936# 751# 318" 3-112' 1-71W I 1,575# 1,425# 112' so 2-117 2,332# 2,220# POWER STUD (Wed a Anchor 114' 2-314' 1-114' 812# 326# 318" 4-114' 1.718' 1,358# 921# 112" it 2-117 2,271# 1,218# 518" 7' 2-114' 3,288# 2,202# Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values fisted are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel tD the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2' x 6" beam with: spacing = 7'4)' O.C., showed span = 20'-5' (Table 1.1) UPLIFT LOAD = 112(BEAM SPAN) x. BEAM & UPRIGHT SPACING NUMBER OF ANCHORS @ 112(20.42') x T' x 10# 1 Sq. Ft ALLOWED LOAD ON ANCHOR . NUMBER OF ANCHORS = 714.70# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright- Table prightTable is based on Rawl Products' allowable loads for 2,500 p.s-i. concrete. Allowable Load Coversion Multiplier: for rEdge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 _7d 1.08 1.40 ad 1.11 1.60 9d 1.14 1.80, 10d 1.18 2.00 11d 1.21 - 12d 1.25 Lawrence E. Bennett P.E. FL # 16644 1 VI E CIM ENGINEER - DE VELOMARff CONSULrAArr CITY P.O. BOX 214366. SOUTH OAYTO?4k FL 32121 TELEPHONE: (386) M-4774 FAX (388)767 PAGE �i COPYRIWIT 2M '9,2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTfEN PEW SSION OF tAWREWX F- BEN NETT, PIZ The Code sats standards of perfoFmance for products, methods, and syslerns us&j in the construction of buildings. Determining that pro,:!Ucts comply With the Code is a part of determining that a building complies. Historically, code enforcement officials have relied on nationally recognized test laboratories and engineering groups, and on Florida licensed engineers and'architects to evaluate the performance of products when approving their use, T6e %'.-Oommission's rules for product approval establish uniform criteria for using this approach in iooal and stat:. approvals. Section 553,842, Florida Statutes, establishes a frarnework for the product approval system and authorizes the Commission to adopt implementing rules. it requires the Commission to identify products covered by the unifOrm rule and requires rule jrnpi�rnentstion October 1, 2003. The first ecition of Rule 9.13m72, Florida Administrative Code, was completed and the Commission began approving organizations that test and evaluate products in 2002. The sections of the rule relating to optional -state approval of products were clarified through a rule arnendment in 2003 and the Commission began approving products for statewide acceptance if, 00=8F. Trie Commission clarified in Rule 913-72 that all product's covered by the Code must be approved but only eight product C-,ategories are subject to the uniforni procedures of the rule. Those eight product categories are panel walls, exterior, doors, roofing products, 15�yllqhts, windows, shutters, structural components, and new technologies for building envelope products. Products not in the.5e nat.egories may ftave their cotT.)pliance with the Code dernonstrated in a manner acc pptabje to the building official. Pro&cts in these eight categories most have their performance evaluated by Commission approved organizations or Florida repstered engineers or architects, and must have their manufacture monitored by , a Cotl1mission approved quality assurance organization. Commission appl-ovoo organizations Must be accredited according to appropriate International Standards Org-clinization (ISO) standards or equivalent standards to obtain approval by the ColmIT)ission. During 2,003. the Cop1mission approved -91 organizalions Cc) conduct testing and evaluation of products and '9 organizations to monitor PrOdLICI manufacturing. In thE- period between October I and November, M the last meeting of 2003, the CC)m1pission approved 388 prodixts., The product approvai rule has been effective just 3 rnonVis, but prelirriinary information indicate:} that many code allforcelTlent jurisdictions do not have the resources to consistently and rigOCOL),sly determineN wh9t!)r:f productS GOITIply with the C06e. Many jurisdictions re -ser Man-of@cjurers to the CoInmission for state approval as a,m "ins of addressing this responsibility. Considering the status Of IQ(;"l re=urces and the . ..... .......... ...... 'M Ad r TO D9VJ %3 -]HSV NOd3NVO C9678VZ996 00 :E 1 '30@ 7 /S T j9LI 'WIND BREAKIW WIND BREAKERS Page 1 of 1 NQTE REGARDI�N4.81�1LI � NG CGDE Vinyl Film and Acrylic Wi 7dows are no longer part of Rule 9B72.060 as they arp removable and must hau , a label adhered per Chapter 20 of the Florida Building Cade 2004. See flrod,uct.A,pproual or U fg) Excerpt which is a preface to Rul .. 72,, ,Q or 09 9) Q0 Aci lic Cued lite.�l K '��9Pk-QIip I S.t�tig�(WO�?D BU ) or 02g) 4200 Acrylic De-idlitQ--WJ!h �emovabie Cit In ti {ASU .Vel BVI) or Wg) VINYL f1t.M UVI�VpO�V �� RTI.cAL AND H�ZQNTAL) 6/15/2006 th,I.,//www.cws.cc/windbi .akers.hmi CO 3E)Vd h3-lHSV N083WV0 E98Z8UZ98£ E0 t, l 900Z/8Z/90 r— w i m O W Q L% m LD m N CD N LD m m m m- L [1' N cu LD M L - � . A000 ACRYUG DE DLITE SECTION Vit --VV, VVI SlOWEL REMOVAL CLIPS _ DETAIL 8 1: -1 FOTkslf Sa^AL Q o a ?' Ops. -Y f Ro,lj ID-EMNc. ©E T A1L D ji. pC-ISILL INSTALiATIOR INT LIPaiPJ4l13r t� �E- SECTION A -A j13 c; I TYE. ri iL- �"' e.';4aY 3F. L%Y;� flh 3 i 1 Y�4Y_fC i 'W_p 1 i � "sat FRu;1>tiTSii? Li�3i8 7}� J?E SPA E S; -UU Ci I.PS cid- MOU Ei:U = AKD 44x3. 2� IUs G'1 CE hrT E." — t �� a^ IrJEfi�ltia FELE aSE EJXk�Cc yryr}r REVISrOKS DETAIL E is j � KB ?? litit.L�'iT GN u4;efiLUMLHKILN FRN -Ac. 981 N_ E. 16th STREET OCALA, FLORIDA 34471D wraici�i[�+'n-:- -.«:—�:'�'e }iS \_�..0 �:�M �s ^:L.w-•�S!a.�Y�':?Ct1' r<LV�L��.7L FOUR TRAM ACRYLIC OLA2ED IW90aRIEAXER vd FLANGE SECTION "A" -,.An T'lREE 7RACx ACRYLIC GLAZED 4ANDBREAI¢R vtl Fl4NGE SECTION A"= A' WOO TRACY ACRYLIC GLAZED 1 WIN03REAKER WrLANGE sECTOI�f 1Q'� �o J ? II CPTMI?1ALSCREEN - CENTER H N'FAL 3AP, . I GLAZED PANEL D+—,aul?ED ONvefrS �^ OVER 76'HIGH) i a FOUR TRACK ACMIC ,GLAZED YWNDBREL4KERt 01FLANIBE QCs+T�tia• nan na.. THREE 7RAC1( ACRIYUG GLAZED WINDBREAKER wdo FlANGE SECTION nA ="A' ?WO TPACX ACRYLIC GLAZED WIMBRE4KER ve. FLkuaE SECT1pN A _"A" XOTe M1LXI I. 1 TWO TRACK ACRYL[C Two TRACK AQM(C THREE ' 12LAZED WWOORENMR GLAZED 4VUND@N TRACK ACRYLIC +1 LANG[ 9r1t7 Al IDE OWED %X40BREAKER wl FLANGE SEGTII)IJ "$ :�g•ECTIQ� N�g"_"$ SECMG-N 'B": `B" THREE 9RACAACRYLZC GLAZED "NDBREAIER "I PASA THRU SILL SECT10N'H"r,g" NOTES: 14 urn PAN EL SME W x 93 1rP"_ (1) THRS MWDLiGT L$ DESIGNED TD CDA�LY V iFH THE 2001 FLORIDA, BUILDING COOS_ [2) WINDOW AND YEW MkTERIAL SH:4LL BE 1 FDUR TRACK ACRYLIC GLAZEDWINDBRLAKER W PASS 7HRLt &LI SECTION `B" 'B" i I i FOUR TRACK ACRYL IC j GLAD YiI4�REA1(ER d • FLANGE (CIUTSIDE) SECTION "B" -"B" ! FOUR TRACK ACRYUc OWED WINDBREAKER W;T-LA,NSE 4CEWER) SECTlaIV "B" --"B" PL WINDFUDR UILDIIVENTSMOE.c BE 4VyIND,uUhRINURA CUSTOM WINDOlk SYSTEMS, jNC. 1=1ORIDABUILDtN6OaDE. RF-�1RilEi/�4Y_Et�iYIINDSE%CE'EATSMPHASPER.SECT}aN2AD2�OFTrFE A�. A �JC7IIafOR ELEVATION_ 981 N, E. 161h STREET SCALA, FLORIDA 3"7fl , Y -----•T — - I TmE_Ci1STOM YYINDO'rY Sl'STEINS ACRYl3G BLAZED AWMINUM S11D@JG WINB2REMER -j Q AI i GoNFIGR.iiRATIORUS AND -OLNO3'ES i 3 A i l� EGwE - GRAYar2 5-f'- EX'i1=R103t F PJATICiIGDi F CDRELEVATION I=L Rr.G tiO_ I,iY. L--rrat '9i-!c� 'AEPhA- c� '3737 Ef�ST�lia7V qTy�.!%ttGSEF111GES %Ii t RiCK4D 5i..:4�Aiti PORT, FLI 3iffi6 P!i 4t} -033T316 F€�84i,t2S2!?P D G m Jt11N. EMBEC41EN7 �..' 1?riD -" i '—..250 MAX. 5liiM ISPACE BEVAFMA ICALIKSETWEEN �NCRE7E �3 °-..` y 1 IopaofirCK ° OPENING NY 07HE SNS 7P RINS BY aTF1Etda ` I b1iN. _-e 6E DISfA?XE MJA'n°N PDMXiIX�_. SCREW ANCHOR BYDRiEftsF � . lz i CONCRETE OR 1l1SC,, oPE.NWG ayonFRS SEcl—jot B _ B EMBEDMENT i L250 ' MAX. SHIM SPACE Ax SHIM � 1 } 1J `t EXTERIOR FINISH BY OTHERS BY 'MNDOVI WMDTH -- J ' UILD 1 , SECTION A -A kJOL EDGE ow"CE NOTES: {2}THIS PRODUCT IS �Si6NEDT0 COMPLY VOTH THE 20D1 FLORIDA BUILDING CODE {2}SYIN00'N p}ID VElSTlAATEiiIAL $�' 6E 8063_75 ALUMINUM FL RIDAVfijyCW DINT CovE.1 BE REi+10YED 4YHEN SYINDS EXCEED75 MF3H AS PER SECTION 29W_3 OF -ML FLORIDA BW VENO COOS, (4) SHIM XANABS REIUDAA EACH SEE OF It'MALLATION ATiCNORs USING LQN_7 BEARING SHllAS_ MAX. Attan r Dt E SHIM STAC]4 TO BE 1f4'. USE SH4kt3 WHERE SPACE U ING L GREATER THAN NG 19 PRESENT. [5y3f1tPDIA,CONCRElESCRE?N+T7rCHO}4lUSi81 flpSUFF}CIFNTLE?FGTNTOACHIEVEAl,11F! �DiMENI.OF 1914' IWD�CWFtY_ {6)MkXAt-L(YNABLESPAMNp OF 3t'16' DIA- CONCRETE SCREWS WMUN W FRC - SPACED 24'0-C 7AAX 7iiEHFA (7) CAULK BEHINDFRAmE WITH LATEX CAULK. APPUCA7mN OF LAJIDI �1 EACH CORRb7E,i AND SEALANT MANUFACTURERS R> CgMMENpATIONS. CAULK MUS7 COMPLY Wri ~t- -- Ig? AN APPROVEp hIEMBRANE OR IMATERIAL SHALL BE PLA,CI:D B) f WEEN ALL Dt5S1MIL>R ,fETAk S TO i CONTROL GALVANr- OORRCGIUNL ig} IAMBI SELL CORNERS AND ALL ANCHORS TO &E SEALED y4TfH5IsfgRL JOtNTSEAAI SEALANT. Ll- -S;LLmnu A{f0j ALL Ii1SThL1gTIflBi A]7CHOFISMUSTBE MADE OF A CORROSION. RESISTANTLfATERMORCCIA7ING. SY OTHERS =--rkN:l. EIdBEDMENt — SUCH AND CfkMjKoaY CnFF�} CCieGi4e-1E SCREW ANCFIC R E%LERIO.4 �l.E3lAT10)7 ICuSTom wIfg6ow SYSTEt 1 S, INC. ;981 N. E. 16th STREET IOCALA, FLORIDA 34470 - I""E CUSTOM WFNDC}W SYSTEMS ACRYLIC GLAZEn ALUMINUM SLIDINO *fNI)9REAKER INSTALLATION i "'MUCTIONS FOR MASONRY 'jYlTH 1 BYWCOD Alli�'C ti07>r: •=uc;;YcE� THREE TRACK SYSTEM SHDWN, TWO AHD FOUR TRACK LICL - 1ff21p4 SY67EIAS HAVE SIXTILAp DETAILS: 7 iC,Pl3 : hLT.S_ ;m1[QCWS GD) PRxr RFL --D °YfF)+faTRAT1ON DC ' Gi I 2i,)�$ NSiR71V i5sFN10ES 3'7� ItiAbiD57_, AX]R7Fi POF[T. FL. 31226 Pf39d;-07.3-7316 FAX9/1i43n24n D m m O Z 37 to m m 6 T -J City of Sanford Building Division 300 N. Park Ave OFFICE Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: March 20, 2007 Contact Person: Martin Contact Phone Number: 407-322-8122 Contact Fax Number: 407-322-8367 Contact E-mail Address: Reference Number: 07-1336 Project Description: Screen/acrylic patio cover Job Address: 119 Woodfield Dr. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the size as the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Provide a floor plan of the exiting building showing the locations of windows that open into this space. Identify the rooms adjacent to the space. Note that required emergency escape and rescue openings are not allowed to open into this space. FRC R310.1 only allows the emergency escape and rescue openings to open into a (screened) patio that is open to the atmosphere. The installation of acrylic panel does not meet the condition of open to the atmosphere. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also.contact me by E-mail at thornew@ci.sanford.fl.us. - 1 -