The URL can be used to link to this page

600 Red Rose Ln - BR18-004606 - SCREEN ROOM REAR LANAIr r r CITY OF Buildingilding & Fire Prevention DivisionFORD: PERMITAPPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 842.00 Job Address: 600 Red Rose Ln. Sanford FL 32771 historic District: Yes Noz Parcel ID: 21-19-30-510-0000-2370 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 Phone:407-363-9800 Fax: Title: Permitting Tech Email: karenza@silvertrend.us Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: 407-629-0077 Street: 151 SOUTHALL LN STE 2,00 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Jose Julio Da Silva Street: 1710 Premier Row City, State Zip: Name: Street: City, St, Zip: _ Orlando, FL 32809 Bonding Company: Address: Phone: 407-363-9800 Fax: State License No.: SCC131149963 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be It 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. 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 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID a9g ' ture tractor/Agent Date r 1w S O"4 Print Contractor/Agent's Nyne Produced ID v Type of ID BELOW IS FOR OFFICE USE ONLY wn to Me or Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: 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: /4 3. i UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: % 1• 14'1 COMMENTS: Ok- m .Sf-'o.cF sc tcn rtls/t en OAis ...t, e /a..a, 4s SLCW.A ?f". Revised: January 1, 2018 Permit Application SEMINOLE COUNTY MULTI%URISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake (Wary, Longwood, Sanford, Seminole County, Winter Springs Date: t — ;)' 1 hereby name and appoint: VPrc-t an agent of: SIL.jc-6L INC - 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): 51 All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 000 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: - ©-SE U k-Lo b #,, Si LV , State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF 1311 qq`{ (o 3 The foregoing instrument was acknowledged before me this 5i day of , 20 by who is personally known to me or who has produced and who did (did not) take an oath. nature of Not! MwRYSSQL FAQUINI LIE a 1CO" dMISSICN #aFF 907001 xtXPiFiEStiuguSt5, 2019 aw, dedTC .;J;;aryP,,bilcurrJerwrimrs as identification Prifit or type Notal name Notary Public - State of iir:G Commission No. f, 9© Zel%Q / My Commission Expires: LZ-5— Z2 9, 11/13/2018 SCPA Parcel View: 21-19-30-510-0000-2370 t Joianon, CFA scwmaac opurrtv .ow Pro er y Record Card Parcel: 21-19-30-510-0000-2370 Property Address: 600 RED ROSE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-510-0000-2370 Owner(s) TAYLOR MORRISON OF FL INC Property Address 600 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code OD -VACANT RESIDENTIAL Exemptions 40 40 40 40 47.93 235 236 237 238 239 N N N r%) '1I O O O O CID M (O 36.33 'N 40.27 14.67 Legal Description LOT 237 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools — '— 40,000 0 40,000 City Sanford 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds -------------.---- 40,000 0 40,000 Sales Description Date Book Page T Amount Qualified Vac/imp No Sales Find Comparable Sales Land T Method Frontage Depth Units Units Price Land Value LOT I + 1 40,000.00 1$40,000 Building Information Permits Permit # Description Agency Amount http://pareeldetall.scpafl.org/ParceiDetall info.aspx?P I D=21193051000002370 CO Date I Permit Date 1/2 11/13/2018 https://www.hyphensolutions.com/MH2Supply/Orders/0rderDetail.asp?order id=l28839609&page_tab=1&list_view=l&msg=&sessid=7... Home Orders Inspections Reports Manager e Silver Trend, Inc. Karenza Hill Order Management Sign Out Help OM Receive Orderers Received To Do Pending Approval Complete Alerts Unread Notes Cancellations Reschedules Change Orders Over Shipped Orders Pending Back Charges Taylor Morrison Florida - Orlando Division Order Information 739904544 t 16612201_018301 t Additional Views View Schedule View Documents View Printable View Builder Format View lob OrAlons EPO's Created For lob Completed Back Charges Cancelled Back Charges Detail Notes History Change Requests Options Pending Reschedules lob Address Billing Information Shipping Information Pending Change Orders 600 Red Rose Lane Thombrooke 40s 000237 600 Red Rose Lane Sanford, FL 32771 2600 Lake Luden Drive 600 Red Rose Lane Additional Links Suite 350 Sanford, FL 32771 Manual Order Entry Plan / Elevation / Swing: Maitland, FL 32751 Order Search G302123043 (ANASTASIA (Darlington)) / See Start Contact Information: Builder Complete N/A Contact Information: Andy D'Ambroslo Cleanup 407)629-0077 407)467-9302 Transmitted Orders List Subdivision / Phase: kcarter@.aylormorrison.com ad'ambrosio(a lormorrison.com Thornbrooke 40s - 16612201 / Phase 0 Show lobs With Active Orders Lot / Block: To Do Calendar 000237 / **N/A** Supplier Order Information Supplier's Order Number: Task Filter: KH 11/13 Detail Task: Screen Install 133415 [16612201_018301 R] Requested Start Date: 11/9/2018 Acknowledged Start Date: 11/ // 10298 Note to Builder:--- -- 1. O CC Me on Admowledgement Builder SKU Description Order Received CONTRACT Screen Enclosure with out 1 Kickplate Lanai O Indicates a Required field I Home I Sign Out I Copyright m 2000 Hyphen Solutions, LLC. All Rights Reserved. SID: COWebP16 Update Supplier`Info End Date: 11/9/2018 End Date: 11/9/2018 UOM Unit Price Total 0 EA $842.00 $842.00 subtotal: $842.00 Tax: $0.00 Total: $842.00 Select an action — Update https://www.hyphensolutions.com/MH2Supply/Orders/OrderDetaii.asp?order%5Fid=128839609&page%5Ftab=1 &1ist%5Fview=1 &msg=&sessid=73BD... 1/1 I CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDDIYYYY) 1 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 ofsuch endorsements . PRODUCER CONTACT Debbie GovernaleNAME: IRA Insurance PHONE (407) 838-3445 FAX (407)838-3460ICNoExAICNo :. 498 S Lake Destiny Dr E-MAILs:dgovernale@lrainsurance.comDDRES INSURER(S) AFFORDING COVERAGE NAIC 2 Orlando FL 32810 INSURERANational Builders Insurance 'Company 16632 INSURED INSURERB:Old Dominion Insurance CompanV 40231 Silver Trend, Inc INSURER American Builders Insurance CompanV 11240 1710 Premier Row INSURER D'American Builders Insurance Company 11240 INSURER E Orlando FL 32809-6202 INSURERF: COVERAGES CERTIFICATF NIIMRFR-1-//18 RFilICIt1N NIIMRPR- 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 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 MAYHAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER MMIDD EFF POLICY EXP MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILrrY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE OCCUR DAMAGE 0 PREMISES Eaoccurrence 5,ODD MED EXP (Any one person). 100,000GLP00301611011/21/2017 11/21 /2018 PERSONAL &ADV INJURY 1,000, 000 AGGREGATE LIMIT APPLIES PER : GENERAL AGGREGATE 2,000,000GEN'L T LOACX 2,OD0, D00POLICY OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LUT-- Ee 1,000,000 X BODILY INJURY (Per person) B ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS B2G66618 11/21/2017 11/21/2018 BODILY INJURY (Per aocident) OOWiJEDHIREDAUTOSXAUTOSX PeOePEgdTntDAMAGE Medical Payments 2, 000 X UMBRELLA LIAR OCCUR EACH OCCURRENCE 2 000 000HCLAIMS-MADE AGGREGATE 2,000,000CEXCESSLIAR DED X RETENTION$ 10 000 OMB 0160053 06 11/21/2017 11/21/2018 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PRO PR IETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? Mandatory In NH) NIA vcv 0138861 05 12/31/2017 12/31/2018 X I PER OTH- STATUTE EF E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached Ifmore space Is required) 1aK11rIGAI t MULUtK CANCtLLAIIUN 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 //' OO 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) I NS025 (201401) The ACORD name and logo are registered marks of ACORD l f RICK SCOTT;'GOVERNOR EJONATHANZACHM, SECRETARY Florida FLOW STATE }OF FL0:1RLDi4, DP 4TIviEi OF_USIIVESS 41V DPI ESSINi4L RGUTIO CO STRIJCTI OI I IN.D STRY LICE.NS NG BOARD T P IA TYF TR r •1 . HE Sr ,EC L S UCURE COS OR E EIN IS RTIFI,ED U:NDERT.HE PROVISI }5 OF CHAPtTER 48,9 FLORIDA STATUTESA x , - i, 1 Mw.1": Q Q 1x2 1x2 2 tl X X bD XN 2x3 2x3 1x2 1x2 6'-6" 6'-6" 1'-4" 16" KICK PLATE 13'-0" 14'-4" SIDE ELEVATION J Z dd-dw cn,L z mpmUw fZOZ[twn0 w Z Qoo_-7vv_i Q c F—Wxwcc CCU—t=w=00 Z3: wOLL2wz p au OwU O 2 O m=LDc)_jzg LUwSQ<- Q I-0U)U> s LU z 5 m wpa opm0 r OLU=JC7QZ LLJ O m0-OmJU0 w Z-oEzomzCC Q wc odzLL,ccZ cc vJ ujO dLli7)9CCL JdV NOTES: 1. ALL OPEN AREA'S ARE TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY 8'-4" 9'-8" REAR ELEVATION 10 X3/ 4" AT 12" O.C. 16" X . 024 KICK PLATE TYP TYPICAL KICK PLATE DETAIL NO SCALE 2"x3" GIRT ROLL FORM KICK PLATE TRIM 1" x 2" OPEN BACK BASE PLATE TYP. uj uj 0O O Q 0 C z O y EO U) v U) L N LJJ J Op y Z N O S Q of J E O r` o J iY tLZC J Y O O 0 O N C) 2H a Q O o m N H JCOtoMikN E a C O N rG N NE QM a D OCn d00, dO U M U) 00 i U C o E W rc 0 M0) Lc 5 E rQ L Y U c ' 0 co @ c a0 EU 0 0) M E o 2,5 E m nco o c U c 0 n 'z LL . Q); 0 L p U) H NdSheetor AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Lennar Homes Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 600 Red Rose Ln. Sanford,F1.32771 140UltimateWindSpeed mph Builder: Silver Trend Inc Date: 11 / 14 2018 Overall Dimensions: Length: s-$ (ft) Width 14'-4° ( ft) Structure is attaching to: conc block Height @ Attachment: 8-2" (ft) Attaching to: Concrete Lumber Other. Overall Height 8'_4.. (ft) Wails Supporting Guard Rai/ A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 61__61, Span 7'_0" Select 2x3 B) Select Column: (Table 302_page ) Load Width: 6'-6" Span 8'-2" Select 2x3 Nominal Wind Speed mph Exposure: [Z] B C D Chapter 3 - Screened Walls & Balconies- Exposure B r AUw&* a Spans for Posts In Screen Wags clot Supporting Roofs; AND6 Table 302c ABDnobb Spans for &is 8r Screen IIYaQr Abt Sif parthUMAWOords (For Glrts Supporting Railing/Guards use Table 301) BESIDBML OR CO M MERCIAl] For Wind Zone 130 mph Exposure Category B For Screen Mash: 18/14 Windload Design Pressure: 12.1 Alloy- 6005T5 / 6061T6 Post S d ad Width Extrusion/Section 4'-0' 4'-6' 5'-0" S'-6" 6-0" 6'-6" T-0" T-V 8'-0'. 2X2X.046" Follow 6'-11"(1) 6'-8'(1) 6'-6-(1) 6'-3"(1) T-11-(1) 5'-8-(1) 5'-5'(1) 5'-3"(1) 5'-1-(1) 3XZX.050 Hollow 0 T-6'(1) 7'-0'(1) 6'-8'(1) 6'-4"(1) 6'-1"(1) 5'-9'(1) 5'-W(1) 5'-4-(1) 5'-2-(1) 2X2X.046' Self -Mating Snap T-7"(1) T-3-(1) 7'-0'(1) 6'-10-(1) 6'-7"(1) 6'-5-(1) 6'-3'(1) 6'-0-(1) 5'-9"(1) 2X3X.050' Fallow 9'-6"(1) 9'-2'(1) 8'-10-(1) 8'-6-(1) 8'-1-(1) 7'-10"(1) 7'-6-(1) T-3-(1) T-0'(1) 2X3X.046" Self -Mating Snap 10'-4'(1) T-11'(1) 9'4"(1) 9'-4'(1) 9'-1"(1) 8'-10"(1) 8'-7'(1) 8'-3'(1) 8'-0"(1) 2X4X.050" Follow 12'4"(1) 11'-5'(1) 19-10'(1) 10'-4'(1) 9'-10'(1) 9'-6'(1) 9'-2-(1) 8'-10-(1) 8'-7-(1) 2X4X.050' Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1'(1) 11'-7'(1) 11'-1"(1) 10'-7"(1) 10'-3"(1) 91-11"(1) 9'-7"(1) 2X4 Self-Matl Beam 10'-11'(1) 10'-4'(1) 9'.10"(1) 9-4-(1) 8'-11-(1) 8'-7'(1) 8'-4-(1) V-W(1) T-9-(1) 2X5 Self -Mating Beam 13'-10"(1) 13'-1-(1) 12'-5'(1) 11'-10-(1) 11'-4-(1) 10'-10-(1) 10'-6"(1) 10'-1-(1) 9'-10-(1) 2X6 Self -Mating Beam 15'.6"(1) 14'-7"(1) 13'-10'(1) 13'-3-(1) 12'-8'(1) I 12'-2"(1) 11'-9"(1) 1 11'-4-(2) 1 10'-11"(2) 2X7 Self -Mating Beam 17'-7"(1) 16'-7'(1) 15'-8-(1) 14'-11'(1) 14'-4'(2) 1 13'-9"(2) 13'-r(2) 12'-10"(2) 12'-5'(2) 2X8 Self -Mating Beam 28'-3"(2) 27'-2"(2) 26-3"(2) 25'-5'(2) 24'-8'(2) 23'-10'(2) 22'-11'(2) 22'-2'(2) 1 21'-5'(2) The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default Is load condition 2 Allowable Spans for Posts in Screen WaLL411bl: Supporting Roofs; AND, Table 302 AMmobb Spans for G"s ar Screen Wiffs Abt Sappw1ft IPa&ng Qwrds (for (arts Supporting Railing/Guards use Table 301) RESIX)BRIAL OR COMMERCIAL] For Wind Zone 140 mph Exposure Category B For ScreenIWesh: 18/14 Windload Design Pressure: 14.3 s Allow 6005T5 / 6061T6 Post Sv8CdftrUwAADo8ad Width Extrusion/Section 4'-0" 4'-6- 5'-0' 5'-6" 6'-0" 6-6" T-0" Te.6' 8'-0" 2X2X.046' Hollow 6'-7'(1) 6'-4'(1) 6'-1-(1) 5'-9'(1) 5'-W(1) 5'-4-(1) 5'-1'(1) 4'-11-(1) 4'-9-(1) 3X2X.050 Hollow • 6-10'(1) 6'-6"(1) 6'-2'(1) 5'-10'(1) 5'-7-(1) 5'-5-(1) 5'-2-(1) 5'-0'(1) 4'-10'(1) 2X2X.046' Self -Mating Snap T-2-(1) 6'-11-(1) 6'-8-(1) 6'-5-(1) 6'-2-(1) 5'-11-(1) 5'-9-(1) 5'-6-(1) 5'-4"(1) 2X3X.05(r Hollow Firm Fro) 8'-2'(1) T-9'(1) 1 7*-5'(1) 7'-2"(1) 6'-11-(1) 6'-8'(1) 6'-5-(1) 2X3X.046' Self -Mating Snap 9'-9-(1) 9'-r(1) 9'-1'(1) 9-10-(1) 8'-W(1) 8'-2'(1) T-10'(1) T-7'(1) 7'-4'(1) 2X4X.050' Follow 11'-1'(1) 10'-W(1) 9'-11-(1) 9'-6-(1) 9'-1-(1)- 8'-8"(1) 8'-5'(1) 8'-1'(1) 7'40'(1) 2X4X.050' Self -Mating Snap 12'-5"(1) 1T.9'(1) 11'-1'(1) 10'-7'(1) 10'-2"(1) 9'-9'(1) 9'-5'(1) 9-1'(1) 8'-10'(2) 2X4 Self-Niatlng Beam 10'-1'(1) 9'-T(1) 9'-0'(1) 8'-7-(1) 8'-3-(1) T-11'(1) 7'-7-(1) 7'4-(1) T-2-(1), 2X5 Self -Mating Beam 12'-9"(1) 11'-11'(1) 11'-5-(1) 10'-10"(1) 10'-5-(1) T-11-(1) 9'-7'(1) 9'-3-(1) 8'-11-(2) 2X6 Self -Ma Beam 14'-3'(1) 13'-5'(1) 12'-9-(1) 12'-2-(1) 1 11'-8-(1) 1 11'-2-(2) 10'-9-(2) 10'-5"(2) 10'-1-(2) 2X7 Self -Mating Beam 16'-1'(1) 15'-2'(1) 14'-5"(2) 13'-9'(2) 13'-2'(2) 12'-8-(2) 1 12'-2`(2) 11'-9-(2) 11'-5'(2) 2X8 Self -Mad Beam 26'-8'(2) 25'-8'(2) 24'-9'(2) 23'-9'(2) 1 22'-9"(2) 21'-10'(2) 21'-1'(2) 20'-4'(2) 19'-8'(2) The number In parenthesis denotes load condition for walls not supporting raping. For walls with railing Vie default IS idaa conoinon z AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 j COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA m tocl w w SIZE VARIES C6 C8 POST SPACING 0 3 3 REFER TO TABLE 304. HOST STReeUCTURE O a le GN %_ j o CA RD Z g N z O FOUNDATION FOUNDATION m cDi C3 C7 C3 3 3 INO r la SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) N O 1" X 2" VERTICAL @ PERIMETER (1YPICAL) C4 CS 3 3 1" X 2" OS PERIMETER CHAIR RAIL (GIRT) DESIGNED USING TABLE 301 OR 304 BY WIND ZONE POST/COLUMN SELECT PER TABLE 304 BY WIND ZONE IQCKPI.ATE RAIL (GIRT) DESIGNED USING TABLE 301 OR 304 BY WIND ZONE OPTIONAL IQ iiiiiiiii•ii EIGHT VARIES ' iiiiiiiiiiiiiiiii i , w Chapter 3 - Screened Walls & Balconies I X 2 OB @ PERIMETER R EFER TO NOTE #1 - THE 4E r PICKETS MAY BE V SQUARE ISN# 5) AT 4-7/8' (Max) O.C. OR, Vhm SQUARE (ISN# 13) AT 4-5/8- (MAX) O.C. (SEE FASTENING NOTE BELOW) i X 10 X 1/16" ANGLES 2' GL0 WITH 2 48 X I/T'LONG S.M.S. J ff H LEG I YPICAL EACH SIDE, TOP 3= Bkt rOM) E NTS NOTE #1: USE VVO X 3" LONG LAGS INTO WOOD HOST AND YVO X 2V40 LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (V EMBEDMENT X)/ SPACING 24"O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS X 2 OB 0 PERIMETER REFER TO NOTE *1 - T1 10 S.M.S. FROMII II[FFACE OF 1 X 2 OB I SCREW SPLINES 0 I' EMBEDMENT M REFER TO 1 - THIS PICKETS MAY BE I- SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, IA' SQUARE (ISN# 13) AT +SIB" (MAX) O.C. (SEE FASTENING NOTE BELOW) V X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH #10 S.M.S. V EMBEDMENT H06t-stRucruREILEIVIEN135NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. CONNECnON WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / IX2 TO 1X2 CONNECTIONS PICKET FASTENING: #10 SMS BY V EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR I- PICKET, 1 EACH END FOR 3A' PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies PERIMETER FASTEN PER• S.M.S. AT EACH LEG (TYPICAL TOP & B01TOM) r • ai HOLLOW SECTION•GUARDRAIL) PICKETS MAY BE In SQUARE MEN O.C.7 FASTENING•BELOW) 4-L 4-L CONNECnON W] B(POSED FAMNERS 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) SELF -MATING HORIZONTAL (GIRT) r (TYPICALLY HOLLOW SECTION W/O GUARDRAIL) NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. I I I PICKETS MAY BE 1" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, "An SQUARE (ISN# 13) I AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS ' PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR VA- PICKET. Q AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 0 QO Chapter 3 - Screened Walls & Balconies HOLLOW UPRIGHT 1" X 1" X 1/8" ANGLES 2" LONG WITH 1" X 2-1/4" X 1/80 2 - #10 X 1/2" LONG S.M.S.T EACH LEG RECEIVING CHANNEL TYPICAL EACH SIDE, TOP BOTTOM) GIRT OR CHAIR RAIL I I I I I 11 I I PICKETS MAY BE 1" SQUARE (ISN# 5) 1 I I I AT 4-7/8" (Max) O.C. OP, ,4" SQUARE I I I I I I nN N W) O.C. (SEE I 4-L 4-7/8" O.0 NOTE: IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS 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 (m# 5) I I I I AT 4-7/8" (Max) O.C. OR, %' SQUARE I IISN# 13) AT 4-5/8" (MAX) O.C. (SEE IIIFASTENINGNOTEBELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS CS 3 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR V4" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies w 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 ba REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) TO NOTE #1- THIS SHEET 1 X 2 08 0 PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 Screened Walls & Balconies 2" x r X ur ANGLE EACH SIDE W/ 2 EACH #14 S.M.S. NOTE #1: USE 3/8' 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2YA"LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION SELECT COLUMN AND POST END 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN FASTENING CONDITION PER 4" OF EACH PERPENDICULAR MEMBER TABLE 302 BY WIND ZONE POST END TO HOST PARTIAL ELEVATION FASTENING c @ SCREEN FACE) 3 1- NOTE: IN SCREEN WALLS WITHOUT PICIMTS MAY BE 1° SQUARE (1SN# 5) GUARDRAILS, PICIO:TS NOT PRESENT. ALL AT 4-7/8' (Max) O.C. OR, VV SQUARE wOTHERATTRIBUTESOFDETAILSAPPLYISN# 13) AT 4.5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) t n CT C 4: , N AND 1,41 END ENING TIO E E 302 BY W 5• Ij ° X 2° Alm i Ox H SIDE14S.M.S. II SCREEN II /ev ommETE C D W/2° MIN. LI _) BEDMENT (FORfONDMON 1) DESCRIPTION AS FURNISHED: Lot 237, THORN 70 thru 71, Public Records of Seminole County, R KE PHASE 4, as recorded in Plat Book 81, Pages Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. C js } u r NEC - 3,;w(]j --- n ex1,Y!'F far' tip' i StifS o LaA 4; 4.5 S A,4wri &Y2 din LOT 236 E4 5.00' IOWA AVE R/W VARIES) N 89058'00 " E 40.00' IO'I LANDSCAPE & I WALL, FENCE ESMTL 19.56, A/C 17 A/C 5.00' 15.7' { COVERED jPATIOof r7T3' LOT 237 N PROPOSED RESIDENCE MODEL: ANASTASM O2CARGARAGELEFTHvO O 5.0' ti 5.00' ENTRY 5.00' O vi 21.3' 16' DRIVE 25.20' 25.44 25.4 ' LOT 238 D=17-12'31 " s 0' U17L. ESMT. R=60.00' I L=18.02' WALK C=17 95' CB=N 81 °21 '44 " E m Iva / i; N 89*58'00" E 22.25' RED R0, LET .LANE' 50' UTILITY & ACCESS R/W) TRACT 1 PROPOSED = FINISHED SPOT GRADE ELEVATION BUILDING SETBACKS: PLOT PLAN ONLY* PER DRAINAGE PLANS r`- PROPOSED DRAINAGE FLOW FRONT 25' NOT A SURVEY) LOT GRADING TYPE A REAR = 15' SIDE 5.0' PROPOSED INFORMATION SHOWN PROPOSED F.F. PER PLANS - 22.5' SIDE CORNER 10' BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED LOT = 4,784 5U. r I. LIVING = 1,467 SO.F7. GARAGE - 455 SOFT. ENTRY = 71 SO. FT. LANAI = 739 SO. FT. BREEZEWAY = N/A SO. FT. DRIVEWAY = 407 SO. FT. A/C PAD = 18 SO.FT. WALKWAY = 70 SO.FT. IMPERVIOUS = 54.9 9 2,626 SOFT. cnn = 9 1 ;R SOFT. R/W = 424 SO.FT. APRON = 109 SO. FT. SIDEWALK = 202 SO. FT. SOD = 113 SOFT. AREA = 5,208 50. FT. DRIVEWAY = 516 SO. FT. SIDEWALK = 272 SO.FT. cnn = 51777 SO -FT. CRUSE' NMETYETR-SCOTT ASSOC, INC. - LAND SURVEYORS AND - LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 p = PLAT F • PIELD PDL TYP. PILLPOINT CM LINE IT POINTW REVERSE CURVATURE NOT ES7i4 2.027. BOARDFLORIDAOF 1. 7NE IRJDFRSKINID OOES rtfREBY CTRRFY 7TNT 1?BS SURVEY MEETS i}E STANWRDS OF PRKGTICE SEf FUNS SECTIONSJ-f7 iI.OMMAWBNbTRA1NE L'OOE PllR5T141lT ro SECTIDN 47AUD. rd STATUES IIR. RON ROD CONCRETE MONUMENT PLC. R$& POINT OF CQPCUND CURVATURE RADIAL PROfE55lONAr. SURYEYU4S MID MAPPERS W /7UPTFR 211Nli5SLM80.SSfDBTTN SURVETUR'S SKR'MIUREAND O/OWHAI. RAISED SIN. TFBS SURVEY MV OR COPILS ARE NOT C!U • SETLR • I/E' LR •/OLD 4M Nit. NCN-RADIAL IONS 3, HMS yyRyEY Mp15 pREpARFp /RDM TRti ROORMA710N i1/RN6RED 7D iM SURVEYOR. THERE WY HE OTHER RESTRICTIONS RM P.O.I. . POINT OF BEGINNING VP. K:ALC. WITNESS POINT CALCULATED OR EtSEMDITS 7HA7 AFFECT 1N6 PROPERTY. 4. NO IRmFACRDIMlD IIIPROpEYEMS LAVE IiEENN LOCATED lARE53 OTNERNTSE SHOWN. P M = POINT OF CANT PRJL FF. PCtl1AlENT REfFRE110E IOMIEIIT FINISHEDFLOW6LEVATMN3. THIS SURVEY R PREFl1f3D fOlr THE SOIf 8FT4TiF pI 1NOSC 4EITTRSD ro AND SHOULD NOT 8f RaJ® UPON BY ANY ENTRY. DSL BUILDING SETBACK LINE NHER Q. gYEPEsYONt SFAWN fON 1HE LOGITIDN Oi WPROVOIWTS HFRECN 9g1AD P/OfEIE USED TO RET P67RI/CT 80UNOARY UNES. NLDRAIL ! DL ISK WAYBA BENCHMARK 7. IiFLRRTlLS ARE 13LSED ASSUMED p111A1 AND ON THE UME SHOWN AS EASE EIFi1R1i4O (B.DJ EASEMENT ESNT. ANT ROfi ELEVATION$ Pr SHOW. ARE BLSEV ON PNTIONLL C[OOCrTC MTUIR OF f02D. UNLESS OINERMTSE NOTED. ELAN. DRAINAGE 0. CERTIFICATE OF AUOiORAAiTON Na 450& UTIL CLFC. UTILITY CHAINLINKFENCE WRFC. ROOD FENCE C/ B CONCRETE Z.00K P. C. POOR OF CURVATURE P. T. POINT OF TANGENCY DESC. DESCRIPTION R RADIUS L ARC LENGTH D CDELTA CHARDC. B. CHORD BEAMING 2) CERTIFIED SY.. NORTH r SCALE f-- 1' - 20 DRAWN BY: **• pl ORDER No. PLOT PLAN 05-21-2018 3222-18 THIS BUODING/PROPERTY DOES. NOT LIEMRTMN --- — THE ESTABUSHED 100 YEAR FLOOD PLANE AS PER 'IIRM' 1 .077 USE .EYERS L. O 4714 ZONE N. MAP 12117C 0053 F.