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3634 Crawley Down Lp - BR18-004421 - SCREEN INSERT REAR LANAICITY OF DEPARTMENTSki4FORDFIRE I %` U I a1a 1 6 Building-& Fire Prevention Division PERMIT APPLICATION Application No: 442.,t Documented Construction Value: $ 559.00 Job Address: 3634 Crawley Down Loop Historic District: Yes[] Nov Parcel ID: 17-20-31-5VC-0000-0430 Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use Move Description of Work: SCREEN INSERT AT REAR LANAI Plan Review Contact'Person: KARENZA HILL Title: Permitting Tech Phone: 407-363-9800 Fax: Email: karenza@silvertrend.us Property Owner Information Name Brisson West Project LLC Phone: 407-942-3922 Street: 3601 Rigby Rd. Ste 300 Resident of property? City, State Zip. Miamisburg, OH 45342 Contractor Information Name Jose Julio. Da Silva Phone: 407-363-9800 i, w-Fremier City, State Zip Orlanc Name: Street: City; St, Zip: Bonding Company: FL 32809 Fax: State License No.: SCC131149963 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A_ NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING ;,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Applicationxis hereby made, to obtain,a,permit_to do .the work and installations 'as ,indicated. .Lcertify 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. FBC 165.3 Shall be inscribed with the date ofapplication and the code in effect as ofthat date: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application eN), NOTICE: In addition to the requirements of this permit, there may be additional -restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance"of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Sk.4ture ntractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Print Contractor/Agent's Name z SigureofNotary-S rida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID T ri'••. MARYSSOI FAQUINI UE MY COMMISSION M FF 907001 a EXPIRES: August 5, 2019 glV. BondedTh. Notary Public Unden+rilers BELOW IS FOR OFFICE USE ®NL Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: /. 2 . UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:. • ,S COMMENTS: O/C 4y Cy,m,strue .5cfe-en IncreAfs Dh Plan, Revised: January 1, 2018 Permit Application 1 ' i SEMINOLE COUNTY MULTI%LIRISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a --1 -I I I hereby name and appoint: an agent of: SiLQC-OL °T12C-•-"10 IN(! - Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): MAll permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: ` '3 ©SE ')L t-U0 b K SI LV ; ' State License Number: ACC- II 1 4CAC( to 3 Signature of License Holders `1W STATE OF FLORID COUNTY OF /1 The foregoing instrument was acknowledged before me this S dayof "OVe t44" , 20 t , by 54rK oPn. G-'r/ c!-_ who is Cgersonally known to me or who has produced and who did (did not tak _ oath. ture of Notary Y si' MARYSSOL FAQUINI L!E MY COMMISSION # FF 907001 g•. EXPIRES: August 5, 2019 Bonded Thru Notary PublicUnderwriters as identification P t or type Notarftame Notary Public - State ofl_,1 710- Commission No. ` f S% ZO Q7 My Commission Expires: Fir ` 0 WO % - 10/31/2018 f0&CFA BEwaOLe OOur+rv, Ft SCPA Parcel View: 17-20-31-5VC-0000-0430 Prope-dy Record Card Parcel: 17-20-31-5VC-0000-0430 Property Address: 3634 CRAWLEY DOWN LOOP SANFORD, FL 32773 2019 Working 2018 Certified Values Values Valuation Method Cost/Market 0 - 67,000 Cost/Market 0 67,000 Number of Buildings - Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag— Just/Market Value ** 67,000 67,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 - 0 Assessed Value 67,000 67,000 Tax Amount without SOH: $1,257.55 2018 Tax Bill Amount $1,257.55 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2 LOT 43 KENSINGTON RESERVE PB 81 PGS 86-92 777Taxes Taxing Authority Assessment Value, Exempt Values Taxable Value , County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds 67,000 67,000 67,000 67,000 67,000 0 0 0 0 I $0 67,000 67,000 67,000 67,000 67,000 Sales • - ` ca Description Date p Book Page ' Amount Qualified Vac/Imp No Sales Land' -> • _ Method Frontage Depth Units Units Price, LandValue LOT I ( 1 67,000.00 $67,000 Building Information Permits, 1, } Permit # Description . j `.' Agency Amount CO Date Permit Date p hftp://parceldetaii.sepafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000430 1/2 NET) PURCHASE ORDER PAGE NUMBER 1 PHASE/ACTIVI"TY/DRAW 451 K SCREEN -IN AREA-COMB.M&L FROM : ORLANDO(ORL) Ryan Homes PO# 0014420S89 COMMUNITY RK KENSINGTON RESERVE VENDOR #/NAME 52776-SILVER TREND INC REPLACES PO# LOT/UNIT 0043 VENDOR ADDRESS 1710 PREMIER ROW ORLANDO FL 32809 REPORT DATE 10/22/2018 BLDG PERMIT# 18-3299 REPORT TIME 12:00:21MAP/PARCELT# EST GENERATED DATE 10/22/2018 STREET ADDRESS 3634 CRAWLEY DOWN LOOP 32773 SALE RATIF. DATE 06/18/2018 BLDG SET #/VERSION EST00-02 ESTERO BAY Version 2 BID/ ADJUSTED PART # PART DESCRIPTION/BID DESCRIPTION HAND QUANTITY UM UN PRICE DISCOUNT TAX TOTAL L0403089 DOOR SCREEN L/M 3/0 1.000 EA 9S.000 00 00 95.00 L0403129 SCREEN LANAI L/M 145.000 SF 3.200 00 00 464.00 L0423259 PERMIT SCREENED LANAI 1.000 EA 150.000 00 00 150.00 TOTALS 00 00 709.00 VENDOR *: VENDOR: DATE: APPROVED BY: DATE: TOTAL NUMBER OF PAGES ARE: 1 DELIVERY OF THESE MATERIALS OR LABOR INDICATES AGREEMENT TO THE PRICING AND CONDITIONS HEREIN if ACC>R CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 1/3/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAME: Debbie Governale Insurance H5 FAX 407)838-3460LRA P!O%(407) 838-344anAIC S Lake Destiny Dr E-MAIL dgovernale@lraim R498 INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER National Builders Insurance Company 16632 Orlando FL32810INSUREDINSURERB: Old Dominion Insurance CompanV 40231 INSURER CAmerican Builders Insurance Company 11240 Silver Trend, Inc INSURER D American Builders Insurance Company 11240 1710 PremierRowINSURERE : INSURERF: Orlando FL32809-6202 srO1rJd:1± TNd:JIddrNalkit=1MIII.1:1d:,DWFA4- :JWAkito] S2III?1:1d: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR LTR TYPE OFINSURANCE ADDLISUBIR POLICY NUMBER POLICY EFF POLICY LIMITS X COMMERCIAL. GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE OCCUR DAMAGE TO PREMISES ( Ea ccu RENTED 5,000 MED EXP (Any one person) 100,000 GLP 0030161 1011/21/2017 11/21/2018 PERSONAL 8 ADV INJURY 1, 000, 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY1:1 PELT LOC PRODUCTS - COMP/OPAGG 2,000,000 OTHER: AUTOMOBILE LIABILITY U accident EaB 1,000, 000 BODILY INJURY (Per person) X ANY AUTOALLOWNEDSCHEDULED AUTOS AUTOS B2G66618 11/21/2017 11/21/2018 BODILY INJURY (Per accident) X PROPERTYDAMAGE Peracadent NOWOWNED HIRED AUTOSAUTOS FX Medical Payments2,000 X UMBRELLA LIAR OCCUR EACH OCCURRENCE 21000,000 HCLAIMS-MADE AGGREGATE2,000,000 C EXCESS LIABDEDXRETENTION$ SO 000 UMB 0160053 06 11/21/2017 11/21/2018 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUTIVE X PER OTH- STATUTE ER E. L.EACH ACCIDENT 1,000,0o0 OFFICERIMD (Mandatory In H) EXCLUDED'? MandatorylnNH) NIA BCV 0138861 05 12/31/2017 12/31/2018 E.L. DISEASE - EA EMPLOYEE 1,000,000 If yes, describe underDESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) 19 3it I I aJ9G1lRill; Loi11NJ =1 City of Sanford P.O. Box 1778 Sanford, FL 32772 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Delaney/ DEDWAR //uL- 40 4` Co) 1999-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/ 01) I NS025 (201401) TheACORD name and logo are registered marks of ACORD W. &9:.* ,.'.._ _ . - - 78f AM g f 1 gF i,, I• •` f• 1 C M Ir' Vie, 1 A, i ,®' 9• • `® i ® + / L _ • _ •' I r' s • 1 o D e ., Q7Dr• H 1e• a•* 0 ®® y l r • ® to y'•-,.I-t'f1'f, i`{4'X''. pit r i o • w i JJ El AtJI IF • • • • - t O • - • • - • - • - • •, ai. -•, _._ &`• _._ -_d.:. ins.-.- _ '"'s.-=,^aawu _ - _ - - _..-_.£ - . -- - - _-3 - Hi 4 « 4 4 1' " 88 10 0 SIDE ELEVATION k 2 q z_ b R @ w cc 2 E 7c VIEW NO SCALE NOTES: 1. ALL OPENINGS TO BE cc COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY n4e, e\/ ow k/3\? ozzl=2&o e000e-Z@oz=u- u<ue=ƒG% iu=U- 0 U-$®\/ Z WOLL /wz o=onooLLo oXƒzwcr0 Io0G=z5 d\@zaooa\oPs E\\/\/E E/>ƒSo00 AU-\\\\ 0//=5/iEw= oc_e oƒfuz® Ek/Ujm$5Z LLI::D / 4<0 m 0 1' " 2 10 3 0 2' 2 8 « 1 0' " REAR ELEVATION e 0 j )\ w t07 U2 cl) 0GK=\ in=or s m E2g emt ppJy(D 0LL k§ SE f( D U) SEk a2 co U) BE/ 90 e5 m=2 @§c CL # 0 2 2»S R/ Sheet O AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies Homeowner: Ryan Homes Designer: Alexander Medina Site Address: 3634 Crawley Down Sanford, FI.32773 Builder: Silver Trend Inc Date: 11 1 2018 Overall Dimensions: Length: 101-0° 101-01, g (ft) Width (ft) Structure is attaching to: conc block Height @ Attachment: 8-2 (ft) Attaching to: Concrete Lumber Other Overall Height 8'-4.. (ft) Falls Suvoortin4 Guard Rail A) Select Girt (Table 301_page ) Load Width: Span B) Select Column: (Table 302_ page__) Load Width:, Span Wails Not Su000rtina Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 4'-4.. Span 5'-4.. Select?x2 B) Select Column: (Table 302_page ) Load Width: 4'-4.. Span 8'-2.. Select 2x3 AAF Guide as Referenced by: F.B.C. B 2002.4.1 & F.B.C. R 301.2.1.1.1 Ultimate Wind Speed 140 mph Nominal Wind Speed mph Exposure: B C D Chapter 3 - Screened Walls & Balconies- Exposure B a0 o: 0 JLL LL 0 z Allowable Spans for Posts in Screen IMaBs Foot Supporting 0 a a z_ J4 W 0 O U) d Wd zW 3 W The number in parenthesis denotes load condition for walls not; supporting railing. For walls with railing the default Is load condition 2 x 3 aIZ 0 0 WJ 0 z 0 WU 0 5FW W Wm O 0 z cThe number In parenthesis denotes load condition for walls not supporting railing. For walls with railing the default Is load condition 2 FN SL7 d 0U Page 3B -11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Roofs; Alm, Table 302c ABlot+rrabAa Spans !a C4'rts dry Screen fNa A5t RaBbrg/[drards (For Gina Supporting I2aitiRg/Guards use Table 301) RESIIDHNI'IALOR OOA191R92CIA For Wind Zone 130 mph Exposure category B . For Screen tlResb: 18/14 Windtoad Design Pressure: 12.1 Alloy- . 6005T5 /6061T6 Post S d d Width Extrusion/Section 4'-0' 4'-6' 5'-0' S'-fi" 6'-0• 6'-6• T-0' T•6' 8'•0' 2X2X.046' Hollow 6'-11'(1) 6'-8'(1) 6'-6'(1) 6'-3"(1) 5'-11'(1) 5'-8'(1) 5'-5'(1) 5'-3"(1) 5'-1'(1) 3X2X:OSOFt011ow' T-6'(1) T-0'(1) 6'•8'(1) 6'•4'(1) 6'-1'(1) 5'-9'(1) 5'-6'(1) 5'•4'(1) 5'-2•(1) 2X2X.046' Self -Mating Snap T-7"(1) T-3'(1) T-0'(1) 6'-10'(1) 6'-7"(1) 6'-5`(1) 6'-3'(1) 6'-0'(1) 5'-9'(1) 2X3X.050" Hollow 9'-6"(1) 9'=2'(1) 8'-10`(1) 8'•6'(1), 8'-1'(1) 7'-10'(1) 7'-6'(1) 7'•3'(1) 7'-0"(1) 2X3X.046' Self -Mating Snap 10'-4"(1) 9'-11'(1) 9'-T(1) 9'-4'(1) 9'-1"(1) 8'-10"(1) 8'•T(1) 8'-3"(1) 8'-0"(1) 2X4X.050' FIDIIow, 12'-1"(1) 11'-5`(1) 10'-10'(1) 10'=4`(1) 9'-10'(1) 9'-6•(1) 9'-2"(1) 8'-10'(1) 8'-T(1) 2X4X.050' Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1"(1) 11'-T(1) 11'-1'(1) 10'-T(1) 10'-3"(1) 91-11'(1) 9'-7"(1) 2X4 Self -Mating Beam 10'-11'(1) 10'-a•(1) 9'-10"(1) 9'-4'(1) 8'-11'(1) 8'-7"(1) 8'-4'(1) 8'-0'(1) T-9'(1) 2X5 Self -Mating Beam 13'-10"(1) 13'-i'(1) 12'-5"(1) 11'-10"(1) 11'-4'(1) 10'-10'(1) 10'-6'(1) 10'-1'(1) 9'-10`(1) 2X6 Self -Mad Beam 15'-6"(1) 14'-7"(1) 13'-10'(1) 13'-3'(1) 12'-8'(1) 11'-9"(1) 11'-4"(2) 10'-11"(2) 2X7 Self -Mating Beam 1T-7"(1) 16'-7"(1) 15'-8'(1) 14'-11'(1) 14'-4'(2) a 13'-3'(2) 12'-10'(2) 12'-5'(2) 2X8 Sell -Mad Beam 28'-3'(2) AOowablle Spans for Posts Screen Waal IMbt Supporting Roofs; ARC, Table 302 Adbwablb /or l rts mScreen f aAr Itlbt S ggaartbAg Radurg/l ards (Far Guts Supporting Railing/Guards use Table. 301) RIESIOa;M7Al Qft CQAMAERCIAI] For Wind Zone 140 mph Exposure Category B For Screen Mesh: 18/14 Wlndload Design Pressure: 14.3 s Alloy: 6005T5 / 6061T6 Post S CIR toad Width Extrusion/Section 4'-0' 4'-6' 5'-0' 5'-6' 6'-0' 6'-6' T-0• T-6" 8'-0' 2X2X.046` Hollow fi'•T(1) 6'-4'(1) 6'-1'(1) 5'-9?(1) 5'-6'(1) 5'-4`(1) 5'-1'(1) 4'-11'(1) 4'-9'(1) 3X2X.050Hollow ' 6'-10'(1) 6'•6'(1) 6'-2'(1) 5'-10'(1) 5'-T(1) 5'-5'(1) 5'-2'(1) 5'-0"(1) a'-10'(1) 2X2X. 046' Self -Mating Snap T-2'(1) 6'-11'(1) 6'-8'(1) 6'-5•(1) 6'-2•(1) 57-11'(1) 5'-9"(1) 5'-fi'(1) 5'-4"(1) 2X3X. 050" Hollow 8'-11"(1) t3'-T(1) 8'•2'(1) T-s'(1) T-5•(1) T-2'(1) B'-11"(1) b'-8'(1) 6'•5'(1) 2X3X. 046' Self -Mating Snap 9'-9'(1) 9'-5'(1) 9'•1`(1) 8'•10'(1) 8'-6'(1) 8'-2'(1) T-10'(1) T-T(1) T-4'(1) 2X4X. 050' Hollow 11'-1'(1) 9'-11'(1) 9'-6'(1) 9'-1'(1) 8'-B'(1) 8'-5"(1) 8'-1'(1) T-10'(1) 2X4X. 050":Self-Mating Snap 12'-5•(1) 11'-9'(1) 11'•1•(1) 10'-T(1) 10'-z'(1) 9'-9"(1) 9'-s'(1) 9'-1'(1) 8'-10'(2) 2x4 Self -Mating seam 1a•1"(1) s'-6'(1) s'-o•(1) 8•-r(1) e•-3`(1) r-1r(1) 7'-T(1) ra"(1) r-2•(1) 2X5 Self -Mating Beam 12'-9'(1) 11'-11"(1) 11'-5"(1) 10'-10"(1) 10'-5'(1) 91-11"(1) 9'-T(1) 9'-3'(1) 8'-11'(2) 2X6 Self -Mad Beam 14'-3'(1) 13'-5`(1) 12'-9'(1) 12'-2'(1) 11'-8"(1) 11'-2`(2) 10'=9"(2) 10'-5"(2) 2X7 Self -Mating Beam 16'-1`(1) 15'-2`(1) 14'-5'(2) 13'-9'(2) 13'-2'(2) 12'=8•(2) 12'-2`(2) 11'-9•(2) 11'-5'(2) 2X8 Self -Mating -Beam 26`-6"(2) 25'-8"(2) 24'-9'(2) 23'-9'(2) 2'-9'(2) 21'-10'(2) 21'-1'(2) ZO'-4'(2) 19'-8'(2) 0 OCOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA Vm tC co w w SIZE VARIES CIS C POST SPACING G 3 3 REFER TO TABLE 304. m HOST STRUCTURE ff// i W-///H/dSTSRU/C/TU/RE// O a r 0 z 1" X 2" VERTICAL @ PERIMETER (TYPICAL) POST/COLUMN 1" X 2" OB PERIMETER SELECT PER TABLE 304 C3 BY WIND ZONE/ w O j DESIGNED USING TABLE 301 MCL CDtojDOR304BYWINDZONEp F c d 3 o. r 25 IQCKPLATE'RAIL (GIRT) 3 2 DESIGNED USING TABLE 301 th N Z OR 304 BY WIND ZONE 20 m i OPTIONAL KICI LATE HQGHT VARIES" i iiiiiiiiiiiiiiii/i/iiii/i/// i//////i///////.OPTIONALKI i / QGHTVARIES/ //./iiii/ // iiiii/ ii i cD z O FOUNDATION FNDA/TIO% d C7 C3 3 3 3N O r m s SCREEN WALL ELEVATION WITHOUT GUARDRAIL NOT SUPPORTING ROOFI v N O w RO Chapter 3 - Screened Walls & Balconies 2 OB @ PERIMETER I T I R TO NOTE #1- S) I I i ft LCA 1/16" ANGLES 2 Loo X1/2" LONG S.M.S. TLEACHSIDE, TOP L X 2 OB 0 PERIMETER REFER TO NOTE #1- 10 S.M.S. FROM 11 1Sj[?E FACE OF 1 X 2 OB I SCREW SPLINES OF 1 t B I- EMBEDMENT M11 11 IV,) i REFER TO NOTE) 1- THIS SHEE PICKETS MAY BE 1" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, 3A" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) LEG NOTE #1: USE V4V X 3" LONG LAGS INTO WOOD HOST AND Ala"0 X 2Y4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER PICKETS MAY BE 1° SQUARE ISN#.5) AT 4-7/8" (Max) O.0 OR, %" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) I" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH #10 S.M.S. 1" EMBEDMENT HO6T•S'TRUC JRE EEME:N `' :' : , ' . • :. NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER 1 ` • y ATTRIBUTES OF DETAILS APPLY. CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS W TO 1X2 CONNECTIONS PICKET FASTENING: #10 SMS BY 1" EMBEDMENT 3 INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 9A" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Wm O 0 z v N xc cr aO Chapter 3 - Screened Walls & Balconies X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- #8 X 1/2- LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) SELF -MATING. HORIZONTAL (GIRT) F— (TYPICALLY HOLLOW SECTION W/O GUARDRAIL) PICKETS MAY BE 1- SQUARE ISN# 5) AT 4-7/8- (Max) O.C. OR, 34" SQUARE (ISN# 13) AT 4-S/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 4 - # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF GIRT (1" EMBEDMENT MINIMUM) SELFMATING HORIZONTAL (GIRT) TYPICALLY HOLLOW SECTION W/O GUARDRAIL) NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. PICKETS MAY BE 1- SQUARE ISN# 5) AT 4.7/8" (Max) O.C. OR, BA' SQUARE (ISN# 13) AT +5/8" (MAX) D.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS ' PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONN PICKET FASTENING: #10 SMS BY 1- EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET,1 EACH END FOR 3A" PICKET. w w AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 ka Qia Chapter 3 - Screened Walls & Balconies 1- X 1- X 1/8- ANGLES 2- LONG WITH 2 - #10 X 1/2- LONG S.M.S. AT EACH LEG TYPICAL,EACH SIDE, TOP S BOTTOM) V UPRIGHT I- X 2-1/4- X 1/8- RECEIVING CHANNEL GIRT OR CHAIR RAIL I I I PICKETS MAY BE 1" SQUARE (ISN# 5) I I I AT 4-7/8- (Max) O.0 OR, 34- SQUARE I I I IMN# 13) AT +5/8" (MAX) O.C. (SEEIFASTENINGNOTEBELOW) I I 47/8" O.C. NOTE: IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PIaCETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW SELF MATING POST GIRT (1-1/2- EMBEDMENT MINIMUM) r—GIRT OR CHAIR RAIL I I I I PICKETS MAY BE 1- SQUARE (ISN# 5) I I I I AT 4-7/8- (Max) O.C. OR, %- SQUARE I I I O.C. (SEE FASTENING NOTE BELOW) I CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECT PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1- PICKET, 1 EACH END FOR 34- PICI(Er. C5 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 0 0 aW Wm 0H 0 z N 0. 0 Chapter 3 - Screened Walls & Balconies 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) REFER TO NOTE #1- THIS SHEET NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2Y4" LONG CONCRETE 1 X 2 OB @ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS r. REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF i X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (V EMBEDMENT MINIMUM.) TO NOTE #1- THIS SHEET 1 X 2 OB ® PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS w Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 2• X Y x 1/8' ANGLE EACH sIDE W/ 2 EACH #14 S.M.S. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 BY WIND ZONE NOTE #1: USE 3/8' 0 X 3' LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2Y4' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24' O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER POST END TO HOST FASTENING C8 PARTIAL ELEVATION @ SCREEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT GUARDRAILS, PICIQ:TS NOT PRESENT. ALL OTHER ATTRIBUTE OF DETAILS APPLY S CT C N AND I END FAS ENING TIO RE T E 302 BY W Off II _ I SCREEN II 10 sMs x I-1 " G INTO SOLE PLAI Et,, PIaxm MAY BE I" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, "0' SQUARE ISN# 13) AT 4-5/8' (MAX) O.C. (SEE FASTENING NOTE BELOW) A i w' I MET FU` MING: #10 SMS BY 1" EMBEDMENT INTO PMT SMEW swrM, 2 EACH 00 FOR I' PIOG:T,1 EACH END FOR %" PIO(Er. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 DESCRIPTION AS FURNISHED: Lot 43, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 29 LOT 28 S 00019' 09" E 60.00' 38.50' 38.50' 1 LOT 43 1 10.00' 30.0, 10' W o 0 LANAI~ 10.00' ko 00 0 LOT 42 PROPOSED RESIDENCE MODEL: ESTERO BAY oo ELEV.M 2CAR GARAGE RIGHT U O Q el- 10.00' 19.3' 1(6 o ENTRY 19.3' o0 20.7' 10.00• j WA K 16' DRIVE 1 o' u771. ESMT. i O O Lod' ^ a ^ CO 6.50' LOT 44 292.44_-1. -PCO WALKIle, CURB S 00019' 09" E 60.00' CR.A XIE'Y -Do Xy LOOP 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVA77ONS PLOT PLAN ONLY NOT A SURVEY CIVILVIIYV JCIDA %x F1D FVRVYIJI7CU PER DRAINAGE PLANS FRONT = 25' PLOT PLAN AREA CALCULA77ONS REAR = 20'. PROPOSED DRAINAGE FLOW 'F0 IMPERVIOUS COVERAGE = 2,453E SQUARE FEET OR 35.5% SIDE = 5' FOR 40' LOTS LOT GRADING TIFF A 5 Q0 LOT CONTAINS 6,900E SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FlN1SH FLOOR PER PLANS = 27.5' QQ LING AREA CONTAINS 1, 766f SQUARE FEET SIDE 10' FOR 75' LOTS CONC/LANAI PORCH CONTAINS 687E SQUARE FEET SIDE STREET = 25' GRUSETNMETYETR-SCO.TT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - P 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PUTPILL . FOUNT 13 LINEF - FULD TYR . TYPICAL NOTES IP.A IRON PIPE PR.G • POINT 18 REVERSE CURVATUREIR. = NON ROD P.C.C. N COMPOUND CURVATURE 1. THE UNDERSIONED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA DOM OF CM • CONCRETE RADIAINTLRAI• RAOUL SURVEYORS AND MAPPERS IN CHAPTER SI-17 RORIOA AOMBBSTRITIVE OWE PTIRSLIANT TO SECTION 472.027. FLORIDA STATUES SET IR. . 1P2' TIL ./BU 4396 N.R.NR. . NOJFiIADGILD49 2. UNLESS QIBOssm WITH SURVEYOR'S SIGNATURE AND ORIGWAL RAGED SEAL, THIS. SURVEY MAP OR COPIES ARE NOT YAlfO. REL. RECOVERED WP. = WITNESS PmHT 3. THIS SURVEY WAS PREPARED FROM 717LE IWiORMATILW FURNISHED TO THE SURVEYOR THOM MAY BE OTHER RESTRICTIONS PA& = POINT MB' BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERN. PAC. = POINT OF CONIUNCEImIT PRl4 • PERMANENT REFERENCE IQNUNENT 4. NO UNDERGR, OWED EMPROVE'MEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N • NAILCCNT9L IS FF. • FINISHED FLOMSETLA ELEVATION R8D . HALL i DISK L . BUILDINGDENCHNA SETBACK LINE THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE COMFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. EU R/V RDDIT-0OF-WAY BM • BENCFWRK 8. IXA07S10N5 SHOWN FOR THE LOCAIMN OF 1MPROVEAR7115 HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESNT. = EASEMENT ax = 315E BEARING 7. BFAWNGS. ARE BASED ASSWIED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB.) DRAIN. DRAINAGEUTIL UTILITYELEVATION& IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. FC. CHAIN LINK FENCE B. CERTIFICATE OF AUTHORIZATIONNo. 459 WAFC, V®D FENCE RVATURE SCALE 1— 1 • e 20 --i DRAWN BY.• P.C. = POINT CUTE P. T. = POINT OF TANGENCY DESC. = DESCRIPTION CERTIFIED BY: DAZE ORDER No. R = RADIUS L • ARC LENCFN PLOT PLAN 07-02-2018 4304-18 D = DELTA C • CHM n e CHORD BEARING NORTH - ZONETHIS BUILOINC/ PROPERTY DOES NOT UE W11HwTHE ESTABLISHED100YEARFLOODPLANEASPER 'FlRM' M . CRU A/EVER, R. •X' AIAP 1 12117CO09V (09-28-07) W. S R.L.S 1 4801