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HomeMy WebLinkAbout260 McKay BlvdMar 06 2007 3:11PM HP LASERJET FAki P.1 IaTY OF SANFORD PI:RMT APPLICr4`I ON RECEIVED App. licstioo #: ity+ 1 Submittal Date: 'JON 1. 2007 Job Address: lqz L9 M .1_'144 Al i13� 7 71Value of Work. $ !7lG D� Parcel ID:.3 " I ' 31- Sal - c?oo8 — O gq b Zoning 7/-) Ifiistoric District Description of Work: SCK e Square Footage: 3 cw ..............................................................................9. 0.9.x.9.9.9.0,009.9... 009.. t. .....4.9..00. Permit Type: Building Ik Electrical 13 Mechanical 0 Phunbing D Fire Sprinkler/Alamo q Poon 13 Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration D Change of Service D Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 1:3Replacement ❑ New 0 (Duct Layout & Energy Calc. Acquired) Plumbing/ New Commercial: # of Fixtures #'of Water &Sewer Lines # of Gas Lines Plumbing/Now Residential: # of Water Closets Plumbing Repair -. Residential ❑ Commercia D Occupancy Type: Residential Commercial 13 Industrial 13 Occupancy Use Group(s): Construction Type a (u rNuv+# of Stories: # of Dwelling Units: Flood Zone: (FEMA form require I) . 490..0990090.99 too". 0.0 ttt0. t0. 000 t09two t9 t 0000909000990►0►*so to* 0►000000999►..9001909.90...too 009..0 to* 0. 090900000 t090 Property Owner: Fo �-J_Contractor: Address: _Q (00 y2 (-Icra y Luo Address: "1 7 -7 -7 r Phone: ;)-A _E -plait: Phone:3$6 - 1-4'3733 State License Number: C C"l)LSlS 3S Bonding Company; Mortgage Leader: Address: Address: -- Architect/Engineer: 1L -r2 - Q-erc_e�r�,�,�e 11 Phone: Address: P- 0 6,o -r_ �21 X13 SU CaT�-1 l�ay7o n�,t 33i 21 -----r— Fax: Plan Review Contact Person: -- oN rte 1 Phone:35'6 -�2� -31 a3 Fax: 3X _z 1y-32 3 3 E-rosil: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced pr to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate Permit must to secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKSj, and AIR CONDITIONERS, etc. 0 A�'N$It'S AFFIDAVIT: i certify that all of We foregoing infarnntion is acxurate and that all work will be done in compliance with all app ' laws regulating ting and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A. NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER 01 t AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COW&NCEM ENT. TICS: In addition to the requirements of this permit, there maybe adc6tional restrictions applicable to this property that may be found in the pub is records of this county, and there may be additional permits required &von other govemmental entities such as water management districts, state agencies, or fe eral agencies. Acceptance of permit is verification that I will notify the owner of the Property of the requirements of Florida Lien Law, FS 713, SignatureofOmxr/Agent Date Signaturr,ofContractodA�gent Dau Print Owner/Agent's Name Print �tractor/Agent's Name Signature of Notary -State of Florida Date 6 //q -Signature of Notafy-State of Florida Date Larry K. Heil ? Commission#DD262726 �;. Expires: Dec 12, 2007 '"j.., Q'` Bonded Ibru '1�2,11` Atlantic Bonding Co., Inc. Owner/Agent is Personally Known to Me or Contractor/Agent isPersonal� Known to Me or Produced 16 - —Produced 1D 1 APPROVALS: ZONING: t7I Ze f TIL: PD: ENG: BLDG: E Special Conditions: Rev 02/2007 W7 PROPEF PROPEF PHONE CEDAR HILL HOMEOWNERS ASSOCIATION, INC. ARCHITECTURAL REVIEW BOARD The Architectural Review Board (ARB) has reviewed the plans on Lot # Swimming pool Exterior colors & materials Landscaping Fencing Other:^Sc/L SZ 77/ The ARB's decision on the plans submitted is as follows and supporting documentation may be attached to this letter. Approved unconditionally Plans incomplete - Information requested: Approved with the following conditions: Rejected: Please be advised that the ARB has Thirty (30) days from receipt of your request to response with their decision. Be advised that work cannot be performed until the ARB has rendered a written, unconditional approval. Thank you for your Sanford, Fl. 327, IIn Please mail form to Jerome Lewis 297 McKay Blvd. Date (—,5--07 By Date (o U 7 Ce Hill Homeowners Association, Inc. rchitectural Review Board State of r1w lei}� _ Ciirtarty of 'r M NO��. I'ei:riaitl�io, ^ - l aY;Pareel I`dttalilter:_t l `--'�I�17 -� ric-_C'a,9 The UNDERSIGN .1) hereby giyes notice tliat improvement will be made to certain real property, and in accordance with I following info is provided iii this Notice of Commencement, C 1lapter 713; Florida Statutes, t It 1. Aescriptipp. of -proper l (Ugal descnptron,offtbad prop.rly, and street address. if available) , ' 2. Gener aI descz•iption o irnpi-overnent:. 3. O�vlier iufoz znaiiou: a. Nwxlc arad address:a' e A�%N _ h1 S>a�Jc��a b. Inter est in property: ^ (2 e�,Qf. ' c, Name and address•of fee simple titleholder (if other than owner is ) — ontractox Tann and address t��4— cess �i- ' a, Pbone,I to, %- 25'r� `.—_ _Tax: __.- � 3`s3 iWItitof It111lI11IN ill 4€adt1;tlIll a It 14WIII It,1all 5. Surety; Nizne acid Address: (,4 �. a. Phone %Io. h i #4 CLERK OF b. Amouxzt of bond: 00 CRIN011 C0041 W 06731 P4 0744, Qpq} . 6. Lendei : N`�'c and address: /L)/a CLERK" _; Plon'No, i k t#r tlhti:tt t�zi/:'.t1Z�7 11:5.5t� r�I� RED 3DING FV,11i 10.() eft# 7, Persons withi the State of Plotxda designated by Owlier upor�����t�l��t�Ce'��t�otlacr �ocume at nay be ��,, r. ERT(FI�ED : OPT � y1; servad asproyided by Section 713,13(1)(a)T, Florida Statutcs: s�t ' MARYANNE MORSE c I CLFPK .OF CIRCUIT COURT:`. a. Name. and Address: U. Phone No. Fax: �. it s �' tPUTY CLERK Iii addition to himself; Owner desi�iiates _ of �� a , to. E1, ireceive a;copy of the T�ienor's I�Iotice as provided in Section 113.13(1)(b), Florida Statute: M : -�1 a, Phone No. Fax: 9. Expiration date of Notice of corm-nencenicrit (tile expiration date is on(. (1) year from the date o£ recording unless a different date is specifred. _JcnsC 1 rolusc� Simature of. Owner Print name of Otivncr STATE OP A, COUNTY OF ell',�iv�f 20, o 7 b � e. A L /--o/use e Who is personally Affinned and subscribed before me this 6 day of ( y known tome or who 4jasa -el,,4(type of ID) as identification.og.� 761, 116 - t a �uW'bf Notary rl;` Sfgt ture ublic Stateof Florida Frim., �`ilwvrAtw 5 Notarial Seal oF�, 1 .�tl�nttc Pgndtng C"e., Inc. PLAT OF BOUNDARY SURVEY for MARONDA HOMES Legal Description LOT 89, CEDAR HILL REPLAT, according to the Plat thereof as recorded in Plat Book 63, Pages 96 through 98, of the Public Records of Seminole County, Florida. � 2. i I � I ' i i I �' i. co PERMIT# •• S 89'52'24" E 124.96' 5' DRAINAGE & UTILITY EASEMENT --------------------------------- N i 8.0 ' < Uj . CONE. 'S DRIVE N 11.32' FF_ ELEV 31.84 rob I � i 0 PLANS OE\4- E;)i a 11.32 o 189 � I STORY CONC.6U</"5TVCCO 9E4. 58.00' fl � o --------- ------------------------------------------ 5' DRAINAGE & UTILITY EASEMENT N 89'52'24" W 125.35' ❑r CITY OF!SANfORD 90 SCALE: 1"=30' L 41.95' z w f w w er � w o ¢ z a Q(]N W 0 U.1 0 z Ln w J Q U Ln I .1, Ln Cr. w J cr L.J Ln SURVEY NOTES: 1) The street address of the above-described property is 260 McKAY BOULEVARD. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: Q VIyEO FOR FOONOAT-foW 20 WYZ404 REV15EO (-OR FINAL 50RVEV, 4 AUG. 2464 PROJECT NO: 04, -139 KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 (407) 322-2000 SURVEY DATE: 13 MAY ?00,1 CERTIFIED CORRECT TO: MAGALY ALFONSO NEW CENTURY MORTGAGE CORP. CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE 3 GUARANTY CORPORATION ADNORAM TITLE COMPANY, INC. .. . 25.00' >z i ' 88 S 89'52'24 E 124.96' I - 5 ' DRAINAGE & UTILITY EASEMENT o i r-- - - - - ---- .O1' -, 45 O O . O cD ., DRIVE + - .:-, •,-t �!N as B 11.32' oo�'�i o FF. ELEV = 31.84 c7): w N O O z a ' °' � f 11.32 x DSTORY a z a C r� xo 1 GONC. SUC�5TUCCO RE4- O89` a 01 , 58.00' ;. N O S --------- ----------------------------------- ------------ ✓) '— 0 5' DRAINAGE & UTILITY EASEMENT i oma; N 89'52'24" W 125.35' 90 i SCALE: 1"=30' C SURVEY NOTES: 1) The street address of the above-described property is 260 McKAY BOULEVARD. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: Q VIyEO FOR FOONOAT-foW 20 WYZ404 REV15EO (-OR FINAL 50RVEV, 4 AUG. 2464 PROJECT NO: 04, -139 KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 (407) 322-2000 SURVEY DATE: 13 MAY ?00,1 CERTIFIED CORRECT TO: MAGALY ALFONSO NEW CENTURY MORTGAGE CORP. CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE 3 GUARANTY CORPORATION ADNORAM TITLE COMPANY, INC. .. . Code violations found during inspection are required to be corrected. rant Plan/permit issuance does not g approval of a code violation. 2004 FBC109.1 .j Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy `� r rn � 0 L V)�_ O M C �i M O Q VU VL Q) U, Q) -! 6.0 E.� 04- v O V �,� aEi �`o c 3U- oNQ)M-a N Q1 L N L C U C: �1 .� 0- N (A O 62 O d .j Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy `� r rn Al — EDGE BEAM (SEE TABLES 'LW' FOR 3Q.1.1 & 3AA.2) � E MAX. / * UPRIGHT / H HEIGHT (h) 1" x 2" MIN, 3-1/2" SLAB ON GRADE ` - VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE -DETAILS W/ SOLID ROOF TYP.'FRONT VIEW FRAMING PAGE 3A-37) * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE_ CONNECTION P/2'P/2'— @ FASCIA ALLOWED ::SIZE BEAM AND UPRIGHTS . .ti (SEE SECTION 7 FOR DETAILS) (SEE TABLES) -_ . ... W O � O:H. z SOLID ROOF D I NO MAXIMUM / W U) (ELEVATION SLAB OR GRADE) / y,__ P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH I 'P' VARIES k . s .-NOTES: I 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-114" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 27 TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. - 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 4 l 100-123 130 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL_ # 16644 g 0 %U v CIVIL & STRUCTURAL ENGINEERING^F FORD SAN P.O. Box 214368, South Daytona, FI 321:21 CITY Telephone #: (386)767-4774 Fax #: (386)767-6556 - _ Email: lebpe@bell south. net PAGE'' - - ©. COPYRIGHT 2006 - 3A-2 NOT TO BE REPRODUCED IN WHOLE. OR IN PART WITHOUT 1"HE WRTI-IEN PERMISSJO14 OF LAWRENCE E. BENNETT, P.E. L SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A �., INTERIOR BEAM ' (SEE TABLES 3A.1.3) I HOST STRUCTURE OR ' FOURTH WALL FRAME PANS OR PANELS FI ALUMINUM ROOF SYSTEM PER SECTION 7 oCARRIER BEAM POST G. TYPIICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM I PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME .RIDGE BEAM USE BEAM TO WALL DETAIL (SEE TABLES 3A.1.4) H O f 9 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. PLANS IR-EVIEWEILawrence E. Bennett, P.E. FL # 16644 - ^RL) CIVIL &STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 -%TelC1 SANFv ephone #: (386) 767-4774 Fax -#: (386) 767-6556 WF Email: lebpe@bellsouth.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7 3A-'I L I �avvi c' lvC L:. SCI II ICII, l",.C. r- TF 10044 CIVIL & STRUCTURAL ENGINE =RING IF n P.O. Box 214368, South Daytona, FI 32111Pm't-,ITY OF SANOF'R", Telephone #:. (386) 767-4774 Fax #: (386) 7{37-6556 Email: lebpe@bellsouth.nef PAGE © COPYRIGHT 2006 3A'6 NOT TO BE REPRODUCED IIII WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 0 { SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS I ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. , — _ _THROUGH SPLINE GROOVES EDGE BEAM x 2" OPEN BACK ATTACHED SIDE WALL HEADER FRONT POST W/ ATTACHED TO 1"x 2" OPEN #10 x 1--11 /2'! S.M.S. MAX. 6" ) I BACK W/ MIN. (2) #10 x 1-1/2" FROM EACH END OF POST S.M.S. AND 24" O.C. SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (3) ` #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT WALL GIRT ®+ I s i FRONT AND SIDE BOTTOM RAILS ATTACHED TO ' 1" x 2" OPEN BACK ATTACHED CONCRETE W/ 1/4" x 2-1/4" ' TO FRONT POST W/ CONCRETE/MASONRY p #10 x 1-1/2".S.M.S. MAX. 6'` ANCHORS @ 6" FROM EACH FROM EACH END OF POST POST AND 24" O.C. MAX. AND ' AND 24`'-0.C. 1 WALLS MIN. 1" FROM EDGE OF MIN. — CONCRETE 1 - Q — d, a a a - a a I �avvi c' lvC L:. SCI II ICII, l",.C. r- TF 10044 CIVIL & STRUCTURAL ENGINE =RING IF n P.O. Box 214368, South Daytona, FI 32111Pm't-,ITY OF SANOF'R", Telephone #:. (386) 767-4774 Fax #: (386) 7{37-6556 Email: lebpe@bellsouth.nef PAGE © COPYRIGHT 2006 3A'6 NOT TO BE REPRODUCED IIII WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 0 F SECTION :3A SCREEN, ACRYLIC & VINYL ROOMS I COMPOSITE ROOF PANELS: , (4) 1/4" x 4" LAIC BOLTS W/ I 1-1 /4" FENDER WASHER�,PER RISER PANELS ATTACHED PER 4'-0" PANEL ACROSS THE CHAPTER 7 FRONT AND 24" O.C. ALONG - SIDES 2" x 2" OR 2" x 3" HOLLOW ( HEADER ATTACHED TO POST W/ MIN. (3) #10.x 1-1/2" S.M.S. - _, IN SCREW BOSSES ' : GIRT AND KICK PLATE 2" x 2" 2 x 2' 2 x 3" OR 3" x 2" HOLLOW RAIL I HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x.1 12" S.M.S. IN ; SCREW BOSSES. ° € - 1" x 2" OPEN BACK BOTTOM POST ATTACHED TO BOTTOM BAIL W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH ° POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE! 3" = 1'-O" IEWEIR EV' Lawrence E. Bennett, P.E. FL # 16644 f..PLAN R CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 SAN U - Telephone #: (386):757-4774 Fax #: (386) 767-6556 Email. lebpe@bellsouth.net 1100-1231 130 140 15 1 #8 1 #10 `I #12 #12 k SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS i € Table 3A.1.1-120 Allowable Edge Beam Spans Hollow Extrusions for Screen, Acrylic or Vinyl Rooms � i For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2"x 2' x0.055" Load Max. Span `L'/ (bendin9 'b' or deflection 'd') Load Max. Span V/ (bending 'b' or deflection .'d') Width (ft.) Max. Width € 1 & 2 Span 3 Span 4 Span (ft.) Cantilever 1 & 2 Span 3 Span 4 Span Max. 5 5'-1 d 6'-3' d 6'-4" d 0'-11" d g Cantilever 6 4'-9 d 5'-10" d 5'-11" b 0'-11`' d 6 5'-4" d 6'-7" d 6`-9" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6"' b 0'-10" d 7 5 0' d 6' 3 d 6-4" d 0'-11" d i 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d T-4" b b'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 9 4 2' d 5'-0' b 4'-10" b 7_-10-d 9 4'-5" d 5' 5" d 5' 3" b 0'-10" d 10 4'-0 d 4' 9' b 4. 7,. b Or 9, d 10 4'-3" d 5'-2" b 0' 10.. d 11 T-11" d 4'-6' b 4'-4" b 0'-9" d 11 4'_1^ 12 d 4'-11" b 4'-9 b 0'-9" d T-9' d 4'-4' b 4'-2"' b 0.9„ d 12 3'_11" d 4,_y.. x 0.045" b 4'-7" . b 0'-9" d 3" x 2" x 0.070," Load Max. Span V/ (bendin9 'b' or deflection or deflection 'd') Load Max. Span 'L'/(bending 'b' Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 SpanMax. 5 T-8" d 7'-1" d 7'_2'° d 1'-1". d 5 Cantilever 6 5' 4" d. 6' 8" d 6' 9" d 1' 0" d 6 6' 5" d 7' 11" d 8'-1" d 1'-3" d 6'-0 d T-5" d 7'-7" dE2"7 5' 1" d 6' 4" d 6 b0'-11" d 7 5'-9" d 7'-1" d 7'-3' d8 4'-11" d 6'-0' d Ii'-11" b 0'-11" d 8 5'-6"d 6'-9" d 6'-11" d9 4'-8 d 5'-9" b 5'-7" b 0'-11" d 9 5'-3 d 6'-6" d 6'-6"b 10 4' 6" d 5' 6" b 5' 3" b 0.10 d 90' 5' 1" d 6'-3" d 6' 2' b 0' 11" d 12 4-3'- d 4'-11" b 5-0" b 0'-10" d 11 4-11" d 6'-1" d 5'-11" b 0'-11" d 11 4'-5" d 5'-2 b 3 I'-10" b -0'-10" d 124-9..r d 2"x3'x0.045'-10" b 5'-8" b 0'-11" d 5' x.....� 2"x4"x0.050"s r Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Maz. Span U/ (bending 'b' or deflection V) Width (ft.) 1 & 2 Span 3 Span 4 Span Max, Width (ft.) Cantilever 1& 2 Span 3 Span 4 Span Max. t 5 7-1'' d 8'-9" d 8'-9" b 1'-4" d Cantilever 5 9' 2" d 11'4' d 11'-2". b 1' g„- d f 6 6'-8" d 8'-3" d i'-11" b 1' 3" d 6 8'-8" d 10'-7" b 10' 3' b d 7 6. 4.. d. 7' 8" b 'T 5' b 1' 3" d 7 ' 8 6'-1" d 7'-2" b EI'-11" 6 1'-2" d $ 8'-2" d 9'-9" b 9'-5" : b 1'-7" d I 7'-10" d 9'-2" b 8'-10" b 1'-6" _d g 5,_10, d 6'-9" b 6'-6" b 1'-1 d g T 6" d 8'-8" b g. 4.. b 1'-5" d t 10 5'-7" d 6'-5" b 6'-2" b 1'-1 d10 T-3" d 8'-2" b 7'-11" b 1'-5" d I 11 5'-5" d 6'-1' b 5'-11" b 1'-0" d 11 6'-11" b 7,'-10" b T-7" b 1'-4" d i 12 &-3' b 5'-10' b 5'_8 b d 12 6'-8 b 7' 6" b7' 3" b 1' 4' d I 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. t wREVMEa t Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING FLANZ) P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax # (386) 767-6556&0"ITY OF SANF%JKL) - ' Email Iebpe@bell south. net PAGE..- © COPYRIGHT 2006 3A'1 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ------'-- ---7 SCREEN, ACRYLIC 4a VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms K" Aluminum Alloy Q063 T-6 For 3 second wind gust at 10 MPH velocity; using design load of 13.0 #/SF Tributary Load Width 'W' Purlin Spacing 1T b 20 MPH �elocjty; using design load of 15.0 #/SF Sections T- —0- Tributary Load Width 'W' = Purlin Spacing Allowable H ight 'H'/ ending 'b or deflection V 3" x 3" x 0.125" �quare 1E7-7b�[NE(3 �1 14"i7 �137- b ff Eq 1 -0� b Square 19' 0" b IT -7 b 16!'] " b 15'-T b 1 14'-9" b 1 -4'0 b -13' 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. Bennett, P.E. FL # 16644 PLAND REVIEWED CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, '132121 Email: lebpe@bellsouth.net SANF^RD COPYRIGHT 2006 --T�3A-25 AGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Wind oo.-, M 3 C Glass & Modular Rooms. Enclosed* Overhang / _ N.v 3 s an/load*- 4 s an/load* o 3" s an/load* 4 s an/load* 1&2 ` s an/load* 3 - s an/load* 4; s an/load* Cantilever 100 18'-10" I 1 w J- 21'-1" 13 20'-5" IIIII�II 16'-4" 17 o N 1T-8" 17 12'-11 127 �c 15'-8" 23 � o�n,.x � f•7"t 4'-0" 145 0 o o 14 20'-6" 14 .1 14 15-11" LD < d T N .� 18 17-2" z z _ r)Ic -n � w 32 Wind Open Structures Mono -Sloped Roof * ;. Screen Room's & Attached Covers Glass & Modular Rooms. Enclosed* Overhang / Zone MPH 1&2 span/[ ad* 3 s an/load*- 4 s an/load* 1&2 "- s an/load*, 3" s an/load* 4 s an/load* 1&2 ` s an/load* 3 - s an/load* 4; s an/load* Cantilever 100 18'-10" 13 21'-1" 13 20'-5" 13 16'-4" 17 18'-3" 17 1T-8" 17 12'-11 127 1 15'-8" 23 15'-2"23 16'-8" 4'-0" 145 110 18'-4" 14 20'-6" 14 19'-10" 14 15-11" 18 17'-9" 18 17-2" 18 11'-11°' 32 13'4" 32 12'-10" 32 4'-0" 55 x120 , 16'-7" 17 18'-7" 17 17'-11" 17 12'-11" 27 16'-1" 22 15'-6" 22 10'-9" 39 12'-1" 39` 11'-8" 39 4'-0" 65 '123 1.6'-2" 17 18'-1" 17 ` 17'-5" 17 ' 12'-8" 28 15'-8" 23 15'-1" 23 10'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 130 1'S'-3" 20 17'-1" 20 16'-6" 20 12'-1" 31 13'-6" 31 13'-1" 31 9'-5" 51" 11'-3" 45 10'-10" 45 3'-10" 77 140-1&2 12'-11" 27 15'-11" 23 15'-4" 23 1 T-3" 36T12'-7" 36 36 12'-2" 36 8'-9" : 59 10'-4" 53 9'-6" 59 T-7" 89 89 0 13'-2" ..13'=5'--32- 12'-fi" 32 1 10'-5" 42 1 11'-7" 42 11'-.3" 42 1 8'-2" 68 1 9'-2" 68 8'-10" 68 3'-4" 102 s •- z rt vD 4 x48 x 0 024 Roof Panel w/ EZ -LOCK I n I Wind Oen Structures Mono -Sloped Roof W _CL Glass & Modular Rooms Enclosed* Overhang / o 0 c x m n' 3 s an/load* 4 span/11 ad* 1&2 s an/load* m 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* z Cantilever 100 20'-8" Wind Oen Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed* Overhang / Zone MPH 1&2 s an/load* 3 s an/load* 4 span/11 ad* 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* Cantilever Cantilever 100 20'-8" 113 23'-2" 13 22'-4" 13 17'-11" 17 20'-1" 17 19'-4" 117 15'-5" 123 23 17'-3" 23 16'-8" 23 1 4'-0" 145 110 20'-1" 14 22'-6" 14 21'-9" 14 1T-5" 18 19'-6"' 18 18'-10" 118 13'4" 132 27 15-11" 27 16-4"- 27 1 4'-0" 155 120 18'-2" 17 20'-4" 17 19'-8" 17 1 15'-9'' 22 17'-7" 22 17'-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 23 17'-9" 17 19'-10" 17 19'-2' 17 15'-4 23 17'-2" 23 16'-T' 123--T1777" 13'-1 "- 41 12'-11" 41 12'-6" 41 4'-0" 69- 30 r1410 16'-9" 20 18'-9" 20 18'-1" 20 13'-3" 31 16'-2" 26' 15'-8" 26 11'-0" 45 12'-4" 45 11'-11" 45 4'-0" 77 -1&2 15'-7'' 23 17'-5" 23 16`-10" 23 12'-4" 36 15'-1'' 30 13'•4" 36 9'-T' 59 11'-4"' 53 10'-11" 53 3'-11" 89 0 13'-2" 32 16' 4" 26 15'-10" -26 11'-5" 42 12'-9" 42 12' 4" 42 8'-11" 68 10'-8'' 60 10'4" 60 3'-8" 102 5 x 48 x 0.024 Roof Panel w/ EZ -LOCK I I N Ln 0 z o n m z M m F1 m ,. ED ^9m;V Wind Oen Structures Mono -Sloped Roof' Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed* Overhang:/ Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s an/load* 4 span/[ ad* 1&2 s an/load" 3 s an/load* 3 s an/load* 4. s an/load* Cantilever 100 23'-4" 13 26'-1" 13 25'-3" 13 20'-3" 117 22'-7" 117 21'-10" 17 17'-5" 123 23 19'-5" 23 18'-9" 23 4'-0" 145 110 22'-8" 14 25'-5" 14 24-6" "14 19'-8" 18 21'-11" .18 21'-3" 18 16'-l" 27 IT -1 1" 27 17'-4" 27 4'-0" 155 120 20'-6" 17 22'-11" 17 22-2" 17 1.T-9" 22 19'-11 " 22 19'-3" 22 13'4 39- 16'-6" 32 15-11" 32 4'-0" 65 123 19'-11 ". 17 22'-4" 17 21'-7" 17 17'-4" 23 19'-4"' 23' 18'-9" 23 13'-1 "- 41' 16 =0" 34 15'-6" 34 4'-0" 69 ff1401 18'-11" 20 21'-1" 20 20'-5" 20 16'-4" 26 18'-3" '26 17'-8" 26 12'-5" 45 15'-2" 38 13'-5" 45 4'-0" 77 140-1&2 17'-7" 23 19'-8'' 23 18'-11" 23 15'-3" 30 1T-0" 30 .16'-5" 30 11'-5" 53 12'-10" 53 12'-5'' :53 4'-0" .89 150 16'-6" 126 1 18'-6" I 26 1 17'-10" 26 12'-10" 42 15'-11" 34 15'-5" 34 10'-9" 60 12'-0" 60 11'-8" 60 4'-0" 102 z m 0 6 x 48"x 0.024" Roof Panel.w/ EZ -LOCK I I A V m m - m -o ill Nm7 17-- v N- n m. N - m Wind Open Stru tures Mono-Slo ed Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed* JOverhang / Zone MPH 1&2' s an/load* 3 s an/load* 4 s an/load* 1&2 •._ s an/load* 3 s an/load*' 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* Cantilever 100 25'-9" 113 28'-9" 13 27'-10" 13 22'-3" 117 24'-11" 17 24'-1" 117KIS-10" 23 '- 21'-5" 23 20'-8" 23 4'-0" 45 "110 25'-0" 14 27'-11'' 14 27'-0" 14'- 21'-8" 18 24'-3" 1.8 23'-5" 18 27 19'-9" 27 19'-1" 27 . 4'-0" 55 120 22'-7"' 17 25'-4" 17 24'-5" 17 1.9'-7" 22 21'-11-" 22 . 21'-2" 2232 18'-2" 32 17'-7" 32 4'-0" 65 123 22'-0" :i.Z- 24'-8' 17 23'-1.0.'" 17 19'-1" . 23- 21'-4" .23 20'-7° 23_ 34.-: 17'-8" 34 17`-4" _34A 4'-0" 69- 130' 20'-10" 20 23'-3" 20 22'-6" 20 18'-0" 26 20'-2" 26 19'-6" 2645 16'-8" 38 16'-1" 38 4'-0" 77 140-1&2 19'-4" 23 21'-8" 23 20'-11" 23 16'-9". 30> 18'-9" 30 18'-2" 3053 15'6" 44 13'-8" 53 4'-0" 89 150 18'-2" 26 20'-4" 26 19'-8" 26 15'-9" 34 1 T-7" 34 17'-0" 34-60 13'-3" 60 12'-10" 60 4'-0" 102 M 1. Total roof panel width - room width + wall width + overhang. *Design or applied load based on th � � Note: I o I r 4_i P - g. g pp e affective area of She panel. Z 3 N B. Upright tables w/ sizes, thickness, spacing, & heights ........ (Tables 3A,2.1, 3A.2.2, or 3A.2.3) Upright or iember allowable height / span conversions fro 120 lU1PH wind zone xposure to width MPH wind zone and/or'C' Exposure for load � Look up span on 120 MPH table and apply the following formula: Span / Height @ '120 MPH — Required Span x; t r @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ — Wind Zone. Multiplier **` Exposure MulIipliei C. Table 3A.3 with beam & upright combination if applicable .. .... . Yes No D. Connection details to be used such as: 1. Beam to upright ....................... 2. Beam to wall r 3. Beam to beam . 4. Chair rail, purlins; & knee braces to beams & uprights ... ...........:. k € 5. Extruded gutter connection :....... . 6. U-clip, angles and/or sole plate to deck ... .... . .. E. Foundation detail type & size ... .. F Notes: s I r I 5 t t ** Appropriate multiplier from page 3A -ii and 3A -iii: b_8 SITE EXPOSURE EVALUATION FORM I QUADRANTI 1500' i EXPOSURE ---1500' i 600' QUADRANT 1V 40 QUADRANT II ! 600' 600' - i EXPOSURE 40'� EXPOSURE 600` 1500' QUADRANT III 1500' � EXPOSURE NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE ± SCALE: I"= 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY 'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE 'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. t SITE IS EXPOSURE: EVALUATED BY: eSS DATE: �' 1: ��7 0 'Na RE% 'FIEWED SIGNATURE: "Vv C LICENSE #: C e LA b-14 I T Y 0"N F S A N Fw'o%zh i L