The URL can be used to link to this page

Home My WebLink About141 Oak View Plt � •h CITY_OFSANFORDPERMIT,APPLICATION' sWt .'s: Permit # : Date: 13 — a. 3' t. Job Address: y;! OA I-- Description of Work:,_ £ L £ c TYL r 'A t_ w it 14, Fol E-^1 c r_ OJ Le /L F Historic District: 4:LuZoning: Value of Work.• S l U O o �� Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool. Electrical: New Service — # of AMPS Mechanical: ResidentialNon-Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential K Commercial -r Addition/Alteration p Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy CaIF. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: Construction Tyne: # of Stories:. # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership &Legal Description) Owners Name & Address: AJ lA N C- y' �3 J N i S L/)y A K V/ pW / L,,* c- C o&0 2773 Phone: Contractor Name &Address: _ ,Gs£ A- •-i A D (11 m?, S2 c W L S T r Q 2"r C)/?-, ►�L 3 -Z 7 1- o State License Number: FA 00 / S V O q Phone & Fax: L/39-04 Contact Person: Eft) --1 s - u rH f n '-A1-A) Phone: Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date %rE-(LRr 'DA/ -IF L-5 Print Owner/Agent's Name tint Contractor agent's Name. Signature of Notary -State of Florida Date ignature�of Nci iy-Slate of Fl rri M.,1OH ISDN Date �l' MY COMMISSION # CC, 221808 EXPIRES: March Bonded Thr 3i dget Notary Si .`cs Owner/Agent is _ Personalh Kno%%n to iVte or Cont for/A -- i�—..�Perso aiia known -to Me-or.--- Produced ID Produce,.. �(,�L� D s z T ` (S ` U OG • U APPLICAI ION APPROVED BY: Bldg: Zoning: Lt.::ies: I`D: t Initial & Date) (Initial & Date) (Initial & Date) (hHtial & Date Specia! Conditions: 1 POWER OF ATTORNEY Date. / I hereby name and appoint EiC-/� of to be my lawful attorney in fact to act for me and apply to the C r r y 13 if - Building Building Department for a 97 L Z c -r 2, r c A L permit for work to be performed at a location described as: Section Tov msbip Range Lot Block Subdivision 4/ ►Z V1 C r LA C t (Ad&= Uri Nor ry-- y z -o, -r ic s .-J?CN4/t-c 3 z-"> 73 OR le- y/ &W Ipem and Addreu) and to sign my name and do all things necessary to this appokm niW. Type ar contreatar Cantnuaor P The foregoing instru wA wu acknowledged befine we this day of 20 2:3 L/9 6AQ who is personally known to metwbo produced/ ae/oo t dir / lclexw as identification ad who did wt take oath State of Florida County o dral4(. Q4 -pp Notary Public, Oreage County, Florida C:mmpp.a ftneedDmX114 Pown etAMor q.dw p4p14ori lofllw ELIZABETH ANN HOWE NOTARY PUBLIC • STATE OF FLORIDA COMMISSION o CC861053 EXPIRES 8/58003 BONDED THRU ASA 1.98B•NOTARY1 Seal S 4 • CITY OF SANFORD PERMIT APPLICATION 3 Permit No.: J---- I v//-- Date: Job Address: / `Yl 0, 0* l w �4 C -el p�rh 7• " ", Parcel No.: /0 g O 3 Q .5// 414 O O O / (Attach Proof of Ownership & Legal Description) Description of Work: �C-YGtit o� �✓� C. LVA" et0 4.v -r Type of Construction: /fJM/f1 IA-*_. Flood Zone: Valuation of Work: $, /;III aRcupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: %�i4 �o Address: / V// kv-, ✓ /914_ City: State: Phone No.: V 07 ?OP.3 7 to Fax No.: Contractor: CJ'r4- Address: sY 9 U 6 City: r=&, Y<rA Phone No.: `( 0 7 Jag y Contact Person: /e- A Title Holder (If other than Owner): _ Address: Bonding Company: i✓ Address: Mortgage Lender: Address: / Architect: Address: .•�_ �� 4 Zip: ,7� 773 State: .jr/ Zip: State License No.: C 8C Q6_(3 O a 7 99 6 0 Fax No.: y0 7 .4aa 703 9 i.¢�-✓ Phone No.: SIA Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be J found in the public records of this county; and there may be additional permits required from other governmental entities such as water management disti'icts,•state agencies, or federal agencies. i -Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. l'l Ste✓ 03 07 Signature of Owner/Agent. Date Signature of Cont ctor/Agent Date Print Owner/Agent's Name Print Contractor/A ent's Wfime SAM ; 9q �� I `-f103 Z �j�? Signatu rida Date ary-State of Flori a Date O6 S) ' N • Melissa Dunk * : • • * = '+°`' '_ Commission #DD 163723 j 4DD 087324 o y. :;* Expires: Dec 20 2005 �% 9 •;�a eondeoR� �:' OQ� ?o�i�d�� Bonded Thru X50" Z*ubiicu ;:• F`�w`� '" "' Atlantic BondingCo.,lnc. Owner/Agent isV%ersonally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID`Produced 1D V?,65J APPLICATION APPROVED BY: 100 J031, Y-4- Date: " Special Conditions: 01 Sanford, Flo • 0A rld Building Department d P.O. Box 1 788 - 32772-1788 Telephone (407) 330-5656 Fax (407) 330-5677 February 27, 2003 Mrs. Nancy Jones 141 Oak View Pl. Sanford, FL 32773 RE: 141 Oak View Pl. Dear Mrs. Jones, On February 27, 2003 the Board of Adjustment considered your request for a dimensional variance to the requirements pertaining to construction of a room enclosure on your existing patio with regard to the rear yard setback requirements in an SR -1 zone. The Board of Adjustment approved your 5 foot variance to change the rear yard setback from 20 feet to 15 feet to allow for a room addition to your single family residence. If you have any questions, please call me at 407-330-5657. Sincerely, U Jo -Ann M. Johnson Secretary to the Board of Adjustment City of Sanford "The Friendly City" • •�.• .• .1. 11 ..1 11 ..... ,,, ., ..I I/ �I� 10 191 s• MI I loop Permit Number Parcel Identification Number O /rim +RI�O�CIRCUIT COURT n EMINOLE COUNTY BK 04755 PG 0207 Prepared by: .. G t �zRKI S # 2003049373 Com' 'J tE�RM 03/24/2003 02115142 PM y J+ �� e. �n41--e AfCORIQOD W"V 6.00 3.i 7RD�Y L Woodley Return to: NOTICE OF COMMENCEMENT State of , 5 �e . - " e4 County of c=::�_ wz a e (4 - The- The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description bf the property, and street address if available) 2. General description of Improvement(s) 16 ' • / c 3.' Owner Information a� q Name A-10,14 C. v'w1 Telephone Number 5/0 7 ,3� 3 f . ,74 CQ Address 9/� k � Fax Number vi �ti.. Interest in Property: �_� p[iwyp (t 4. Fee Simple Title Holder (if other than owner shown above) l/ Name Telephone Number Address C:P* *"--4— Fax Number 5.6 Contractor / l / Name �i Ia�-� (�dti c�•�✓ Telephone Number Address V Fax Number 6. Surety (if any)�� r-lu 3 20 Name Telephone Number Addressam / ��n j Fax Number /y 0 '" Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number y o 7 Fd.R 3 a .i 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 Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor' s Notice a provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address / Fax Number 10. Expiration date of notice of commencement .(the expiration date is one year from the date of recording unless a different date is specified): v a 7 O / Y J --)A- 03 Date Signed Signature of OwnerNote: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in Jqn!A� his orher stead." Sym to and su scribed before me chis —► day of , 20 0 by �[^�Pr"� `OrI+QS who Is V as identification. known to me OR Form Revised: 12100 for 19_ to 20_ \`�N11111 llllltiii— � ,�� Sgp M. • �� 71VjV$1t,, %;Signature of otary (notarial seal o appear below) MARYANNE MORSE %51iDDo13a ' ,.,CLERK 0� CIRCUIT URT '��.� �• 86M!l N7 tU1Y. DA �i k Uc //1111111111N� . r T9T'`2 3 Sent: b, :Cavone, Inc.. 4073393838; 12;2,:/00 :4QPM;Jofsl__#�51; Page i 1 Tc: Kampf Title At: 4073305082 PLAT ,OF�.OQUNDARY SUR WY- for: MARONP A.t10MC�, 1N>w , • DESCP1P770N... 1. -H—OM-9-Z,�..... ;... «;iii? aioore___;_vAs q 7998 Owl" rf or__��JbtiArOL�. caiivrr.�ta�ou� TAA CT..A. NW44101 T 50.0(7. %S i /o g ' . .. � 4�• was .. .::'.. .. r ' , .. :� ' :... ' ' �, .. _ -• fir. . TpjN Sq�IFOI?D''9111C iz O FO R� RE'' �w QCA''�' �T , •. • MMMT/// i^ ... a''vo 6F' 1.4 pF_k* D cON�i,• Q, sahya• rF�v �r �,�;nrSF 7^Sci�p, O hd+. U fi oaf r yr �R 7 w gq' Qc sty Y �Ck .r4C4)+ qNy t1Ugyi CE COPY . R-25.00&-105* 10'33' WA KI�A:: x+11 CW�"S, PERMIT, : M` AV WOM Of -MWNTwt t OF =F 7tACA o� wr,� ra.A�r �o•neov4�rr�s . +ilNr AocMcr-.,,.., �.: � ��. its :teor•.C%CPVVAW �ar�v FFI RAS A"A DC +tg rp¢�a,rr� ?CkR�iiFf��'a'fia0s•`'• . , .ra ;��,..�,: ry arr ...••:.,.:: rw0 MOMW ftAwf mo -3 ac�r+ `oc.�,aa +�t�r W a= Nor UC WN u y ,�. �afGpOfON.WAIIgNAt GCi1P[YI,�� 1w !•00 WA* 1t.00C ItaAcy�.�:,s.'�pba�� "G'z as sarac ns srrr.�s #r raws"yx* p.ih.a�li►.it�liwe'Tr�'f'Cc�Cpx'..a7r... C ft"" ' AAMU NQ f,'! *4 0043 l 4 , AA! NOV rc W JW.D m cn cvw OAWi A/Aq Is,. rvrsOW 00 MAr?jW LMS �`. Mi� = +raarar ,rAr at►�ew arc ^'.Ad ego ram t 1'a'^ Co�oP'y� 't"��, . Ago AWA2W c� j%Ar t . rw�ew�c,'woata. Ago CG AC uwD arr>W w,w.wrs I"AILi ,+� A1'f�1vA7Ka►rx CO aw4gpcs �t' ra Of wM1AA0rv',Aihlie.i ADUCT►C r TVA *Mr, sens.c rw ,4 ,I�r�p n pan on+r* WAF Ars AMINO Aa wsr�u�r +s Hox'wawa�� 0"'= AQrt[ct AR cifr�,u�l' ►atkt VAN ss'e� s+�K.a It osrAfteo AND . NY 0� APW41* MAitIrRJR�CAflpR . �1 AAr Gp IOIArO 1 C •4 MGM /IPR f 3000) 1'MM- raw Aqp c: ' ' • : ; -' _ r r�r r rgt�ND rraM �C >rt�tMrO 110MhAGrt�ir _ t. PA AL Mir 151 opi AA IN Z Mor w�cMt Komk me A ft3 W_�. nw �a +u% r . rlvw�r e. � 411bR>•.f � srAKt ur � �: "fik4'�T ,LqrSAW Pnift�KLL's AK! JKQ tic e► ►crrwr ,� C#Z* ftk f oc is o�io ._ . � . z- .. •' I �M I I :� � � � . ,� - - / � � � � � � 0 �� rJ �i�� .� �I� � � � ,. i . � IW �� r��■sr��rwrww��e�� . ■��r��■a��w�w■ I I :� � � � . ,� - - / � � � � � � 0 �� rJ �i�� .� ,' �1� � h `\ S . _ ,.. —■�� I� • i- �•, . � IW �� 1 . ..� 1�l1 �� ,' �1� � h `\ S . _ ,.. —■�� I� s i- �•, .. IW �� 1 1�l1 �� ,' �1� � h `\ S . _ ,.. —■�� s .. C • SCREEN, VINYL, GLASS & MODULAR ROOMS INTERIOR BEAM TABLE 3.1.4 OR 3.1.5 ALUMINUM ROOF SYSTEM PER SECTION 7 H y SECTION 3 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLE 3.1.8 FOR SCREEN ROOMS OR TABLE 3.1.7 FOR GLASS ROOMS) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. Cm .VEMOFAWxrCOWUMT P.O. SOX X766 som DAYTOK% R zmzi TllWH" (766)M-4774 FAX PW 76?4M sFx PAOK Q CoPYM*W2002 NOT TO 96 REPROCUM W WNOl2 OR IN PART VWT"M" THE WMTLl/ PERIMgioN OF LAWRENCE E. EE/i M. P.E. 3• SECTION 7 I SOLID ROOF PANEL PRODUCTS O COMPOSITE ROOF ANCHORING DETAILS #8 x 112' S.M.S. SPACED EXISTING TRUSS OR RAFTER --� %� e" O.C. BOTH SIDES 010 x 1-112' S.M.S. OR WOOD 'OOD SCREW (2) PER RAFTER OR TRUSS TAIL S.M.S. OR WOOD #10X3/4 �.--- ROOF PANEL SCREW SPACED a 17' O.C. - EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3. EXISTING HOST STRUCTURE WOOD FRAME; MASONRY OR 08 x 1R' S.M.S. SPACED OTHER CONSTRUCTION Q r O.C. BOTH SIDES t FOR MASONRY USE 1/4' x 1.1/4' MASONRY MCHOR OR EQUAL 41 2A' O.C. FOR WOOD USE #10 x 1-1/Z' S.M.S. OR WOOD SCREWS¢.o 12' O.C. -"'—' ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE r a I I -M NOTES; WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY 15'X. OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SWILL HAVE MINIMUM 1-1/40 WASHERS OR SHALL BE WASHER HEADED SCREWS• HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH T. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1808 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. WL EMEM. WoMORAWO MOMTANT P.O. EOx 4W I3OM DAMN& n 52121 TsAp"OW PW) ?V-4774 FAX ON17/7-M" tBPJ1L PAM � COPYRlQ1MT 1002 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITMOVT 711E VpVrMM PERMMSION OF LAWRENCE L OEIINETT, P.E. is • SCREEN, VINYL, GLASS S MODULAR ROOMS SECTION 3 COMPOSITE ROOF PANELS: (4)1/4' x 4' LACI BOLTS W/ RISER PANELS ATTACHED 1-1/4' FENDER WASHERS PER CHAPTER 7 4'4O' PANEL ACROSS THE FRONT AND 24' O.C. ALONG .................. . SIDES r x r OR r x W HOLLOW GIRT AND KOCK PLATE r x r HOLLOW RAIL POST ATTACHED TO 130TTOM I/ MIN. (3) *10 x 1-11Z' S.M.S. IN SCREW BOSSES HEADER ATTACHED TO POST W! MIN. (3) *10 x 1-1/T S.M.S. IN SCREW BOSSES rxr.rx3'OR3'Xr HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) *10 x 1R' S.M.S. IN SCREW BOSSES TYPICA P UPRIGHT DETAIL SCALE: 3' a V -O' V x r OPEN BACK BOTTOM RAIL 114' x 21/4• MASONRY .ANCHOR Q 6' FROM EACH POST AND 24' D.C. WAX.) Lawrence E. Bennett, P.E. C�YL El10NiiN • DEVBOPMENTOOMIIA.TANT P.O. sm 4m som OAYTOK% R. Mil ' Ti1lrl101! (7�0►TA{Tl1 FAX (7M M"" MAL P^" O coPvwcfT aooa 3-15 NOT To OF p[r1100um N Vag" as A! PART wrrMOtrr TME vN1mEN PCgMtSS+OM OF U1w11ENC8 8 sEM�FTT, r E SECTION 3 SCREENS VINYL,.GLASS & MODULAR ROOMS UNIFORM LOAD .. UNIFORM LOAD SINGLE SPAN CANTILEVER UNIFORM LOAD ................ 2S_ 1 OR SINGLE SPAN UNIFORM LOAD 2S_ 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD 3_ A B C D .t 4 SPAN NOTES: 1)1 w SW Length Q a OMedws Lenum 2) M spans 115W In on tables are for equally spaced distances between supporta or angor points. 3) Hollow, w*usions shah not be spliced. 4) Single span beams shall only be spliced at the quarter points and &$oss OM be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. avr� • oEvaor�werrooNrurwr a o. rotes», rounr oxyf0 w. ri yam �Nc yn xr♦ses seu °i3Os p cor�wrrr soca 3-24 ro sE r+e►raoouc® N wnoA oa w r. MT VffM rr TM wRmEN vsar seas ort LAWW s E 90OW". v e • • �J r UNIFORM LOAD 3_ A B C D .t 4 SPAN NOTES: 1)1 w SW Length Q a OMedws Lenum 2) M spans 115W In on tables are for equally spaced distances between supporta or angor points. 3) Hollow, w*usions shah not be spliced. 4) Single span beams shall only be spliced at the quarter points and &$oss OM be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. avr� • oEvaor�werrooNrurwr a o. rotes», rounr oxyf0 w. ri yam �Nc yn xr♦ses seu °i3Os p cor�wrrr soca 3-24 ro sE r+e►raoouc® N wnoA oa w r. MT VffM rr TM wRmEN vsar seas ort LAWW s E 90OW". v e • • �J SECTION 3 1 SCREEN, VINYL,. GLASS & MODULAR ROOMS � pX4-*V1 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 010 x 1-1/2" S.M.S. MAX. W FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2' OPEN BACK ATTACHED TO FRONT POST W/ 010 x 1-111" S.M.S. MAX. a" FROM EACH END OF POST AND 24' O.C. )IDE WALL HEADER 1TTACHED TO 1' x 2' OPEN TACK W/ MIN. (2) 010 x 1-1/2" ).M.S. IDE WALL GIRT ATTACHED T ' x 2' OPEN BACK W/ MIN. (3) 10 x IAA S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ^ON%A=I m W/ 1kx 2-1/4" ONCRETE/MASONRY NCHORS ! V FROM EACH OST AND 24" O.C. MAX AND /ALLS MIN. 1' FROM EDGE OF ONCRETE i TYPICAL CORNEWDETAILI SCALE: 3" = V4r Lawrence E. Bennett. P.E. Cm ofmam .Drum" evrOoN11 rmr P.O. 9=4M SOIftM DAYMN& Fi XM21 TBAMOIM PM M -67M FAX (7M) 7{7 -QM SEAL PAGE C:OPYRIom 2002 3-14 NOT TO SE MP11OMM N WNOLF OR N PMT W HOW TIE WWnIM PMMU*N OF LAWRENCE E. WW". P.Lr El L SECTION 7 SOLID ROOF PANEL PRODUCTS Table 72.6 Allowable Spans for 0.024' PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturer' Proprietary Products: Aluminum Alloy 3105 H-14 or H-23 Foam Cons E.P.S. til Density Gbm," screen Room Potfally Enclosed Red 4 Encm - 1 Oveamm l tlVbd Enol•eod 3 spm 4 Red eed 3 ape► 4 1Aen0 t•'a1Maevor AN Roofs 1q MPH ST•10- 1 -1- ilr4r 27 -2' -W Cumovr R•Ol•n 142 3 4 142 3 4 142 3 4 Jai 3 4 AN 4- -1 t 1' e 1s=1• n 10.10'' 1241- 1• 7 s 17 • *pan • Reda 1011 17- 1r 13 21� 23'-1 23' 17 1S•1• 14'. 16'$• 1 ! 11'•1 %T 1 MPH 1 . 17-11• , •6' •4• -q' 1-11• Irl• 13•.r 1 '-s• :1• 11-! 10' w4r 1m -1 11'-0" t0' 9�$• 20-11 1a' 1.1' Ir• 1r• 17 10'•' 0'-1 4'-0' MPH ,t-1• 1 10 17.4 1 20 1T- 1a -1I• I 1••Io• 1• -II 8r -*,1 -r T -W 13aMPH 9-1• IW -r W -IV I 10 I -Ia IO'•d• 1r -r 11'.7 11- 9'-'P P -I• -0' 4e MPH W 9'$ -1 1 •4' 1 W -r 17 -6• Will S' -'.r I' ,r W tea MPH r -IO' 4r !' -d' 1s•I• 10•1 ie'a' a=ll• 11-11• i'a• 10'-? 11'•;4 10.11• 3'•11• tiM11111 PAGIM .w err• r Open Mono4NmmW /42 3 Red 4 SoromRowno 142 3 • 4 Pape- 142 Enol•eod 3 spm 4 142 eed 3 ape► 4 1Aen0 t•'a1Maevor AN Roofs 1q MPH ST•10- 1 -1- ilr4r 27 -2' -W IW4r 16'$• 16-11 1a' 1e'• 1 -1' or a 12- 1 1 '-1 a-1 1 -1 4- -1 t 1' t 1s=1• MPH 10.10'' 1241- 1• 7 23 MPt1 17 I $' -4' •11 ITS• MPH I 14:11• 4' 4' M $ -1 1 • $ 1 $• -1 •S 1 •11 -0 -1 r 1 1- ICI' •1 1 V W JN a' -4• 1 IM -1 1 •4 , - 11'-1 1' jlr-r 11'-11 13'•4• 1 -1/ 4 1N M1PH W -r W -r 9�$• 1 1a' 1 -1 - 0 10=11• 11' it 1r•1 4' WW -b 0%~ 1 fa■— Ow.rww 1 vmW Rash" 1 OR open S Open lag ta'.7 i 21-4- Raaf 1 4 jV scrom 142 2r.1r ismmany 3 2w4r 4 142 3 1 4 142 - 1 &KNOW 3 in 1 4 soon arq Crdlomfor AN Reds 1J0 MPH 1T -r 7 •a' ta'-11 20-10' -1'F21V%-lUV' 27$• IW 1r4r te' te' 10.4 4'4' a-1 -11 ' -1 t 1 - t 1s=1• 2s' 10•-4• 23 MPt1 17 I $' 1 -i• •11 4'-0' MPH I 13'• t 14'$• 141.7' 1e'• 1 •11' W-Crt1' 1 4r 1 1 4-1 iT.l' -1 14 1? -t 1'140MPH $' -a' 14'-2' is -10 10••6' I7$' 11' -3' - 1 11-11 17.4' 17-10' t �• 1 '• 1 14'- 4'isomp" 0 10=11• PH tfr-' 27-10' 17 ,t-1• 1 12'-4• 11'-11- 12- 14'•1 1T- -4 - 4 -41 - w111d %foil•• open 400pedRad 142 3 4 •m app 142 3 4 span PryW Beed 142 3 142 !mottled 3 4 Ov lwvg I Canve,rer Aa Rads 1 21' 2S -r 2x•11' 2a`-1• 37$• 31 10'-6• 20- 20-10' 2T 3' 27$• W 1 1 •11 -1 -1 a-1 ' 12eMPH , •a'. 1! 1s=1• 2s' 10•-4• 1T-1• g§14 10' 1e'- 1 •11• 4'-0' MPH I 4 -4 1 -, 1 - ie M iT.l' 1 i• 1r -e' $' -a' 14'-2' is -10 1 •3- TFIF/ 1 1 1 1 14 ,1 PH 1 4P t -10• 17 2v- 2? -11• .T Ir -2• 13'-7• /3'-10' 1 no"m 1. The S"fghf penal I" M Oder" fa span 111111 auppeR ID euppoR mated to a W 46• PRO -FAB pants between 54MO. Roftm s Oft bWo o► fable 727 Por aflowed spalls Otto 8410 •)►81011►. 2. Toml mor panel w1001 u room width • wa0 %Mth - wwhwlp. • Lawrence E. Bennett, P.E. ETALS USR"' em mom --D Vf30PMva001 mrAw BuildingProducts southeast. Inc. P.O. sox 4M MAN DAMNA. FL XM21 11 1'E11rMO E (lee) Te7.4774 07 NORTH 71101715 NO., R6, R 34740 FAX(7ae)7e7416es TEL: (352) 787-7766 Fax: x: (3 (352) 707-4517 FLORIDA 1-000-342-9077 NATIONAL 1-SW1174-0002 SEAL PAGE ' Q COPYRIGHT 2002 7.32 NOT To eE REPROMX= to WHOLE OR 0 PART WMWOUT TME WRnTEN PEM=*N OF LAWRENCR E. GEtNE1T. P.E. J C7 SECTION 3 I SCREEN, VINYL.,. Q.ILASS a MODULAR ROOMS Table 3.2.1-110 Allowable UprlgM HelgW Chair Rag Spans or Header Spars - Hollow Extrusions For Berson Rooms or Vinyl Rooms I Open or Partially Enclolied Structures For 3 second wind gust at 110 MPH velocity; using design load of 12 NISF esteem 3'-0" 3*4' T 4'.0- Asewelft Load Vram w ■ Pudin 4'-0- S•o- S-0" r-0- r-9- HeW4 x / b"Ing 'b' a dsfMcllon 'd' r4r r -a rxrx 0.044' HoNow r-11' di Fr d T-3' d 6'-t 1' d d'-0' b 8'-0' b 8'•t• 6'-17 b S4' b W -V b rxrx SASS' Hoavw r-' di r4r di r-0' d r-!, di r -r d 6'-11' d d'-6• bl. fr-V b 8-2' b S•11' b r x r x O.a4r H~ 1r-17 d d'-4• d r-11• d r -r d -r4r d r-0' d s• x r x 0,070' b W4r b V-4" b r x r x wv r XXX- 101-V d O -11' d W4r � d 0'-0' d s'-10' d it r d' r x 2" x 9.040- d r•11• d r-0' d Jr x r x 0.046' Hoavw 1- d 10'-6' d 10'-0' d r -r d 0'-0' d 0'-11' d• r x 4' x 0.060 d FW d 0'-0" b r x 4- x oAw Hollow 14'•11' d 14'.i' d 17'-0' b 1?�8' b 1? -1' b 11'-0' br r x r' x OAw b I" b 0-17 b Mir x 9.00x' axe. 20-2' d 10-1' d Ira• d 1T T d /0'$ b 16'-11' b-0' r x r' x OA60- b 14'-T b 17'-8' b r x 0- x eAw SAJL 23'-0' d 2?-' d 21'.4' d 27.6' b 1r-0• b 18'-6' big V b 18'•4' b 18.8' b aper l ' NO w nlsy a nap�- Table 3.2.1-120 Allowable Upright Heights, Chair Rail Spans or Header Spens - Hollow Extrusions For Screen Rooms or VlW Rooms I Open or Partially Enclated Sb uCUmn For 3 second wind gust at 120 MPH vekwAr. using design ked of 14 NSF soWons Loud Wkft w - pudw 3'4-' 1 r -C I r -V I 4'4- 1 r.4- 1 r-9' r a r -s- I ANvwsbls H019M WI hM V or dsaseeoo V r-0- I r4' r x r x OAM' ltoNow r r d r -r d V-11' d r4' b 8'-r b 5.11' b 8-e' b 6-6' b S-0• b 8.1• b r x r x oAw Hollow r-0' d r -r d R4' d r4' d r -W b r -W b 8'-0' b r-11• b r-0• b s-0' b rxrx 0.046' HoNow 0-4• d r-11' d r -r d &r44'a'd r-1• d 8'-17 b 0'-e' b r.1' b 6'-0- b W-17 b s• x r x 0,070' Hollow F-11• d 0-6' d W -V d 9-7 8'-6' d s'-1• d r-11' ' d r4r d T4' d r-• d r x 2" x 9.040- 16M; 17.' d 9-11• d W4r---d 9'-r d V-10' d r -r a 8'-4' d 7-11• b r-0' b r-0• b r x 4' x 0.060 Hosew 1i'3' d 13'-0• D 1A'� b 11 W b 11',r b /7-0' b 17-2' b 9r -0r b 9'4r b 9'-1• b r x r' x OAw s.M.B. 19'-1' d 11r r d Ir -C b 1r-4' b /6'-0' b 14'-0!' b 14'-r b 13=r b 19'•1' b 174' b r x r' x OA60- 3.t18. 27.-4' d 21'-3' d 27.0' b tr-17 b 1r-11' b 1r-1. 4 1r-4' b 16'� b 18 2' b 14'-T b spans may a wwwpu - Table 3 -LI -130 Allowable UprlW Heights, Chair Rall Spans or Header Spans - Hollow Extrusions For Screen Room or Vktyl Roans I Open or Partially Enclosed Structures For 3 second wind gust at 130 MPH velocfyt using design load of 1• WWF s.seom r►RwnRwwfl ra- .w... -. Tdbuwy Load WldM w ■ Pw2n ftedM r•9- 4•v Ies- rte- r-9- I r -r Ir•9- ANosnbls tie x I bendft W or delMa1lo11 d r -0r rte" r x r x 9444' HoOew r-0' d 0=11• d r4• r-10 b 'S -r• 74• b 7• S - b S-10 b 4-11• b 4'-0• b r x r x 0A80- Heaves T-0' d rte• d 0'•11• d r4• b r-0• b r-0' b r -9r b' S -r b S-0° b 6'-r b r x r x oA40- HoNew r-11' O r --r d r.7 d 0'-11• d r-0• b rte' b 961' b 6=10r b S4• bi SIF b r x r x oA70- Hdvw r-0• d 9-7 d r-0' d r'4• d r-0' d T-0" d T T d T-0• d T -r d T -0r d rxrx 0.040- HoBaw 10'-0' d r-0' d r-1' d r-0• d r-0• d 8-1• b r -9r b r4r b r -r b r-11• b 4- x 0.06x' Hollew 1744 b 174' b 11'-0' b 11'-0' b 17-0' W-11' b r-0' b r'-0' b r-17 b r-0' b r' x 9A60' sy.s. rMill 1r -r d 1T-0' b IW -r iSa' 14'-0' b 17-17 b IT -r b 12'-V b 12'.1' b 11'-17 b 9- x 0.080• Z.NJL 21'-0• d 27-0' b 1r-9' b tr-0' b 1r -9r b 1S•11' 1S.Y b 14'-0' b 11'-r b spoors "W w wxwpw - Lawrence E. Bennett, P.E. CW8vWW.vEvZLorvvff 00""Mr P.O. cox 4M fOV1M DAYTON& FL32121 TRW"" ON) 7074774 FAX (300) 7074.1.14 SEAL PACT 0 coPYRMW "M 3-" 1 NOT To 14 REFROOVCEO IN WM& OR N PART YM7MOVT TME WWrMN oEPOSSMN OF LAVWRZWZ E sENNETT. P.Q Ll Ell • C, SCREEN, VINYL. GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.1-120 Albwable Edge Beam Spens - Hollow Extrusions For Screen or Vinyl Rooms / Open a Partially Enclosacl Structures For 3 second wind gust at 120 MPH velocity, using design bed of 23 WS F (38 WSF for Max. Cantilever) A%.—L-- OOt3 T.& MGM 1. Abm opm do not kckWo WrOM of Was brow Add 1rOt Am dlOMa from WW b MAN Of brsos b beam oonflmum b t a mh n , spans for MW bow spans. L Spar» may be M+IM mdeled. Lawrence E. Bennett, P.E. P.O. 9= 00, 80" OAVTONk FL 32121 TELE Hom (3M) M-4"4 FAX (3M) MON SEAL PAOE' Q COPYWCIMT2002 MW TO M REPn00NC� N 1IM11oLB 011 e/ PAI1T wm10LR 711E WRrTTEJr PElYaaalON OF LAWRENCE a. a1 wwarT, PX 3-27 0 Load Mex. W1d,h M4 i a 2 span "t 4'-1' d 0 3'-10" d L' l 3 span 4'-1T b 414' b 'b' a ds1lactlon' 4 span 4-' b 1'4 4'-3' b 0=11' d d Lotl Ilnt. VAM O') 1 a 2 span 6 4'-T d 6 4'-0' d t' / ndln 3! pan r.4r b 4'-10' b b' a Idl 4 span Ulm S-1' b 1'-1• W4r b 1-0' d d 7 3-r d 4'-1' b 3=11• b 0=11' d 7 3'-10' d 4'{' b 4'-7• b 0-11• d • 3'�' b ? 17 b 3'�' b 0-10' d t 3'�' d 4'ti! b 4'-7 b 0=11' d • 3'.T b 3' T b 3'�8' b 0=10' d 0 3'-0' b 3'-11' b 3'-t' b 0=110 d 10 3-1• b 3'-0' b 3'�4' b 0=10' d 10 3'rP b 3-1r b 3'-r b 0=10' d Ii 711• b 3',i' b 3'-Q' b 0'-s' d 11 ?-2' b -r b 3'� b 0.17 d 12 2'-0' b 3'-1' b 3'4r b 0140' d 12 T -C • b 747 b T -r b ?-17 d Load Ma>r. 1 i 2 span L' I ! 3 span b' a dMMa/1o11 • 4 span Load Ilex. 0 �') 1 i 2 span L' I n i sp.n 'b' a d0aeotlon ' MUL 4 span cagdom 6 4'4' d 6'd d r4r b 1'-1• d 6 6'�• d 4'-r d 6'-0' d 1'-4' d • 4'-2' d S-1' b 4-11' b 1'-1' d t 4=11• d 8'-r d W -r d IW d 7 3'-11• d for b 4'-r b 0-11• d 7 4.4r .d B•10• d 6:11• b 1=2• d • 3'-17 d 414r b 4'.1' b W-11' d • 4'4' d W -r d S -a` b 11-? d 0 3'd d 4-2• b 4'-0` b 0-11• d t 4'd' d S-4' b 6'-Y b 1'-1• d 10 3'-0' b 3-11' b 3=17 b 0=11• d 10 W r d S-1' b 4-11' b 1-1' d 11 3'-4' b T -W b 314' b 0-17 d 11 4'-11 d W.I(r b Cor b 11-7 d 12 3'-7' b 3' r b Sd b 0-10• d 12 3-11' d 4'4' b 4'4' b 0'-11• d Load Max. widw 1 i 2 span Z' / 2 span 1� a IMN00m 4 spanmm LeeO Max. 8 W Wmd 00 1 i 2 span t' 1 3 spar► b' a desa0lbn 4 span 0 W -r d t'-4' b W -r b IW d 0 71-r d 6'-e' b 1r4r b 1'-11' d 0 F-? b 5-17 b '•i' P b 1'-4' d 0 r-1' b r-11' b r4' b 1'4V d 7 4:17 b Pe b W -r b 11.r d 7 t' r b r -r b I. b 1-0' d 0 4'-0' b CW -V b,' 4-17 b 1'-r d 0 0'-r b 6'-11' b 6W b 1=T 0 0 41-r b 414e' b I 4-r bI 11•7' d 0 8-17 b W4r b b'-:1' b 1-r d 10 4'-0' b 4'-0' b W-40 b 1-10 d 10 b 0'-2' b 6-11• b 1'4r d 11 ?-17 b 4' r b 4'-r b 1-1• d 11 b tjFr41r- 6-10' b 6'4' b r4r d 12 3*4r b 4'-1' b 3=11• b 1=1' d 12 b W -r b 6'44' b MGM 1. Abm opm do not kckWo WrOM of Was brow Add 1rOt Am dlOMa from WW b MAN Of brsos b beam oonflmum b t a mh n , spans for MW bow spans. L Spar» may be M+IM mdeled. Lawrence E. Bennett, P.E. P.O. 9= 00, 80" OAVTONk FL 32121 TELE Hom (3M) M-4"4 FAX (3M) MON SEAL PAOE' Q COPYWCIMT2002 MW TO M REPn00NC� N 1IM11oLB 011 e/ PAI1T wm10LR 711E WRrTTEJr PElYaaalON OF LAWRENCE a. a1 wwarT, PX 3-27 11 SCREEN, VINYL, GLASS S MODULAR ROOMS ANCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4' x 2-1/4' MASONRY ANCHOR WITHIN 8' OF POST AND 24' O.C. MAXIMUM RIBBON OR MONOLITHIC FOOTING OF MONOLITHIC SLAB IS UIED SEE NOTES OF DETAILS NEXT PAGE)' 8' x 8' x 18' BLOCK WALL (MAX. 32') SECTION 3 CONCRETE CAP BLOCK OR BLOCK (OPTIONAL) (1) $40 BAR CONTINUOUS (1) 040 BAR AT CORNERS AND 10'-0' O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONC. DECK (2)10140 BARS MW. 2-1R' OFF GROUND KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE' 3/8- = 1'-T �-- ALUMINUM ATTACHMENT 'h' W I N 'x" 32' 12' 1 2-10'.0- 3r 12' 1 2 8'-W 48' is' -F3 CORNERSAND 4'-W 0 . ALL MASONRY.KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR G ALL CORNERS 1.3-1R- CONCRETE SLAB 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISCUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NATURAL SOIL 90% DENSITY 2. LOCAL CODE FOOTING REQUIREMENTS SHALL BE USp IN LIEU OF THE MINIMUM FOOTINGS SHOWN. ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12' x 18' W/ (2) 050 CONT. BARS FOR STRUCTURES / BUILDINGS OVER 400 S.F.. RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES ' SCALE. 3/8' =1'-0' Lawrence E. Bennett, P.E. C,V,L DrGMEE - DEMOPMEW O RMrANT P.O. BOX 43M SCUM OJ MN% R m:t TELE�FI r =).W?0.NT4 Ax lam) 707ra50 0 COPYFUIGMT 2002 NOT TO BE REPRODUCED N WMOLE OR N PART WrrHOLR THE VMrMN PERMISSION OF LAWRENCE E 80*Wrr. P.E. SEAL PAGE �� 3-21 CONCRETE FILLED BLOCK STEM WALL 8' x 8' x 18'C.M.U. (1) #40 BAR CONTINUOUS. (1) 850 VERT. BARiAT Lu � k77., CORNERSAND W3000 X O.C. MAX. FILL CELLS W/ PSI PEA ROCK CONCRETE '8' x 1Y CONCRETE FOOTING WITH (N) #5 BAR COW. w LOCATE ON UNDISTURBED NATURAL. SOIL . ALL MASONRY.KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR G ALL CORNERS 1.3-1R- CONCRETE SLAB 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISCUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NATURAL SOIL 90% DENSITY 2. LOCAL CODE FOOTING REQUIREMENTS SHALL BE USp IN LIEU OF THE MINIMUM FOOTINGS SHOWN. ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12' x 18' W/ (2) 050 CONT. BARS FOR STRUCTURES / BUILDINGS OVER 400 S.F.. RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES ' SCALE. 3/8' =1'-0' Lawrence E. Bennett, P.E. C,V,L DrGMEE - DEMOPMEW O RMrANT P.O. BOX 43M SCUM OJ MN% R m:t TELE�FI r =).W?0.NT4 Ax lam) 707ra50 0 COPYFUIGMT 2002 NOT TO BE REPRODUCED N WMOLE OR N PART WrrHOLR THE VMrMN PERMISSION OF LAWRENCE E 80*Wrr. P.E. SEAL PAGE �� 3-21 �i�ecl'�i�+�ca.l /ayov w.IPM !xE�Yi At �� t�Tlorr �a a . Scim cw-niklrtE jCsaga 9UCUKl.>!f Awn w OM --.S SEC, ICON A_A wto� r7G,ef vpTw 1 Y 9 I wac11 s,t7p,f a- q ti w cn 11 64 V16- Wt SAKE SIO. ;OAK SCKM EN APUMC YrYtf j� tlEY«Y r1. COMM 1 ,e- -- I il!� SECt1UN B-H 4111190W 1MV4C WNEma W cu/rr8"01 Orf OWN comma 4w WISMS 14* OX MOX N dun Md* 10104000 /Mr6¢ MD4 LAM4 trur. rPol,ArOM Or udEx C^" %O ST COWLY "" %A"r 4awfAMIAC.4 A AEC'M4lA[*,l0 OaR so 1rr,00M %EM'r Se^L K 0EW040 M(» ~ EICIM FS UP" aS PEI MANG I)M i CUSTOM WINDOW SYSTEMS. INC. o tall" w Omms, d CA" leflom JiJi a a' N Wawa jCeIOD, EK1�diL'YE ,Cr1E11 a�c,rOx "DOWN seaeE �t/w � 1 N_ N N N i p N I E�t1E110p _ w.IPM !xE�Yi At �� t�Tlorr �a a . Scim cw-niklrtE jCsaga 9UCUKl.>!f Awn w OM --.S SEC, ICON A_A wto� r7G,ef vpTw 1 Y 9 I wac11 s,t7p,f a- q ti w cn 11 64 V16- Wt SAKE SIO. ;OAK SCKM EN APUMC YrYtf j� tlEY«Y r1. COMM 1 ,e- -- I il!� SECt1UN B-H 4111190W 1MV4C WNEma W cu/rr8"01 Orf OWN comma 4w WISMS 14* OX MOX N dun Md* 10104000 /Mr6¢ MD4 LAM4 trur. rPol,ArOM Or udEx C^" %O ST COWLY "" %A"r 4awfAMIAC.4 A AEC'M4lA[*,l0 OaR so 1rr,00M %EM'r Se^L K 0EW040 M(» ~ EICIM FS UP" aS PEI MANG I)M i CUSTOM WINDOW SYSTEMS. INC. TESTS SUMMARY: Sheet 3 of 12 40202134 SERIES 7000 HORIZONTAL SLIDING ALUMINUM WINDOW TEST REPORT: NCTIr210-1957-1, 3, 5 Test Coafig MCBMed A1lawod Results Air in0tratioa @ 1.57 psf XO dt OX 0.9 dkn 0.3 ¢fat Passed ASTM E283 XOX Water resistance XO a OX 6.0 psf 2.86 psf Passed ASTM E547-96 / E331-96 XOX 6.0 psf 3.00W Uniform Static Air Pressure positive XO dt OX 60.0 psf 30.0 pef Passed ASTM E330-96 XOX 60.0 psf 30.0 psf Uniform Static Air Pressure Negative XO dt OX 60.0 psf 30.0 psf Passed ASTM E330-96 60.0 psf 30.0 psf Forced Entry No entry Nage aDowod Passed AAMA 1303.2-1976 DXSIGN PRESSURE RATMG: Pos. & Neg. - XO dt OX 40.0 PSF Poe. 8t Neg. - XOX 40.0 PSF Size Tested: XO & OX - 75-1/2" x 75-1/2" XOX — 121-3/8" x 67-1/4" t%pared by: product & Application Engineering. Inc. 2501nta national Pwkwsy Suite 250 Heathrow, Florida 32746 Phone 407 805-0365 Fax 407 8054366 epla I, SECTION 3 ! SCREEN, VINYL, GLASS & MODULAR ROOMS I 1/4' x 6' RAWL TAPPER THROUGH 1' x 2• AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 16 WIDE x 0.063• THICK STRAP 0 EACH POST FROM POST TO FOOTING W/ (2) 010 x 3/4• S.M.S. STRAP TO POST AND (1)1/4• x 1-3/4• TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4- (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) 05 0 BARS W/ 3' COVER (TYPICAL.) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/40 a 1'-0" 8' MIN. (2) ARS BAR CONT. 2.0' MIN. (-- ALL SLABS (1) #5 BAR CONT. BEFORE SLOPE ) • I 8' 1r TYPE 1 TYPE 11 TYPE 01 FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES. 0-2* 112" 2"/ 120 -1 1(' 3.11-100 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 SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2• (4• NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM. SLAB FOOTING DETAILS SCALE: 3/4' a 1' Lawrence E. Bennett, P.E. CM ENGINEER . DEVROF'INEN7 CDAWATiNiT P.O. BOX 4708.8OVTM DAYTON& FL 32121 TELEPHONE (30) 767-4774 FAX Pff) 70745" 9E^L 1 PAC 3 -TT 1 0 NOT TO 6E REPRODUCED N WHOLE OR IN PART WITHOUT THE WRITTEN "AMMMON OF LNMIENCF. E. OWNETT. P.E. I • • e