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HomeMy WebLinkAbout21-3165City of Zephyrhills 5335 Eighth Streetlz Zephyrhills, FL 33542 BNR-003165-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/2812022 D" Orr a . •: 4 Lm' 13 26 21 0140 00000 0140 39732 Meadowood Loop k0l Name: PETERMAN HENRY I & BETTY A Permit Type: Building New (Residential) Contractor: STONEWATER INC Class of Work: SFR Construct Address: 39732 Meadowood Loop ZEPHYRHILLS, FL 33542 Building Valuation: $305,900.67 Electrical Valuation: $13,200.00 Phone: (407) 783-6622 Mechanical Valuation: $8,500.00 N Plumbing Valuation: $9,500.00 Total Valuation: $337,100.67 Total Fees: $2,768.25 Amount Paid: $0.00 Date Paid: umMM............, "M'1�M " CONSTRUCT SINGLE FAMILY 1,612 SQ FT Mechanical Plan Review Fee $41.25 Mechanical Permit Fee $82.50 Plumbing Plan Review Fee $43.75 Plumbing Permit Fee $87.50 Building Permit Fee $1,569.50 Electrical Plan Review Fee $53.00 Electrical Permit Fee $106.00 Building Plan Review Fee $784.75 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !I F iiiiiiiiii I I iii! Ili 11 1 IF I a go] 11111*141:1 -11:1111IN Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATU�RE/ PEfAIT OFFICE() IN PERMIT EXPIR IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF BUILDING ZEPHYRHILLS "NOTICE" DEPARTMENT OF ADDITION OR CORRECTION ADDRESS DATE PE IT -2- THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections sholl be mode betore the job will be accepted. I L_&Vvro 1 It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve 780-0020 FOR RE -IN S 0 the installation. OFFICE HOURS 8:00 AM - 4:30 PM MON.-FRI, INSPECTOR- t 813-780-0020 CityDj ZephyrhjHS Pen7fit AppliCaWn Fam-813-780-M1 Wo" DCPWV-" Tnc� ()veR TKE COUNTER PVRMjTnuG (Copy of Mmma rew-d) Ramat$ it sh-" sewem Swvw-e UpWad- AfC Fwx" (Pwj%-*)Wwapl orl"ways4401 Qlw C*,MlW 0 an pubW MAOWOYS- Mad$ ROVV 813480-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this Permit may be subject to "deed' restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor of contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847. $009. Furthermore, it the owner has hired a contractor or contractors. he is advised to have the contractor(s) sign portions of the 'contractor Block' of this application for which they will be responsible, If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07. as amended, The undersigned also understands, that such fees, as may be due. will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. 0 the project does not Involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore. it Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $Z500.00 or more, I certify that L the applicant, have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the 'Owner*. I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this apphcation is accurate and that all work will be done in compliance with all applicable laws regulating construction. zoning and land development, Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to most standards of all laws regulating construction. County and City codes. zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be In compliance, Such agencies include but we not limited to: Department of Environmental Protection -Cypress Bayheads. Welland Areas and Environmentally Sensitive Lands. WaterNVastewater Treatment, Southwest Florida Water Management District -Wells. Cypress Bayheads, Welland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls. Docks, Navigable Waterways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted, If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material is to be used in Flood Zone 'A' in connection with a permitted building using stem wall Construction. I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area. I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application. for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required, It I an) the AGENT FOR THE OWNER. I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work. Plumbing, signs, wells, pools, air conditioning. gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate. cancel. after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Of from thereafter requiring a correction of errors in plans, construction or violations of any codes, Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or If work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days. the job is considered abandoned, identification. I--$ identification, Public Coirro lulkt,(L, AWgl Notary, Ashley Dunne *Na d xiatriest 01121 024 Permil Number FoltoMarcei ID s3 iy i' ., r , , t primed by: Return to: NOTICEOF COMMENCEMENT State of Florida, County of Orange 5. Surety (if appfcablo, a copy of the psyrrvent bond Rol 91, VI ; lii �t�pik i�i3tt d �v t ' S-7- Telephone Number k l or other documents may T p# Nurr)bw L ago Te*phone Numbee WARNING TO ,NO'"Cl Of OOMWNCEMENT RECORDEDARE CONS40CRED IMPROPtAt PAYMENTS UNDER CHAPTER 713. PART 1, UCTION 11113, FLORIDA STATUTTS, AND CAN RESOLT IN YOUR PAYING TWICE FOR IMPROVEMENTS 10 YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST ot « POSTED«THE ..c SITE KFORE THE FIRST INVFCTION. W YOUOOTAIN FINANCING. CONSULT R NOTICE or COMMENCEMENT, X-17FIF "Mt of s Its p so 3Iy Krxmr T of ID Nod OR Pt c ID + — I t t (L. � G+"nt5 Ci>Faf4: rt4 a�*sc�e`i3. C�ti�!'A Naww' of pwly an borto"01 wtom l tarsi a ~` e t4 comm4sivK4 * of Wiry Ps c Kyal t1I+id 813-780-0020 Date Received I a a V I I a I Owner's Name Owner's Address Fee Simple Tltteh� Fee Simple Titleholder JOB ADDRESS I City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department AI Phone Contact for Permitting t 461 Owner Phone Number Owner Phone Number Owner Phone Number SUBDIVISION WORK PROPOSED R NEW CONITRR INSTALL PROPOSED USE SFR TYPE OF CONSTRUCTION BLOCK CE:]BUILDING 1$ 303M). MELECTRICAL I$131 at I EMPLUMBING rT1b_b6 — I =MECHANICAL 1$ �,M, I =GAS ROOFING = FINISHED FLOOR ELEVATIONS g D )iAs, 'FL 53 LOT # PARCELI (OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT SIGN DEMOLISH REPAIR Comm OTHER FRAME STEEL kGE tjEl HEIGHT V EXEXEX VAL TOTAL CONSTRUCTION AMP SERVICE Q P OGRES ENERGY R.E.0 e- IS :_ 14, VA!UATION OF MECHAN S [ON SPECIALTY OTHER FLOOD ZONE AREA =YES NO V Q1J 17)6L1_ BUILDER COMPANY SIGNATURE REGISTERED K )2/N FEI-C..Rr. (�Y"J}N Address JJM� 4nWr� P6,,(V_ WtVt Q k License # 33ZIP ..... ELECTRICIAN COMPANY SIGNATURE REGISTERED J­Y7N_ FEE CURREN L_y N Address —1 License # PLUMBER COMPANY I SIGNATURE REGISTERED Y/N --- FEE CURREN Y/N Address License# �s� MECHANICAL COMPANY = SIGNATURE L REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY = SIGNATURE N _J FEE CURREN L11 N_J Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stormwater Plans w/ Silt Fence installed. Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite. Construction Plans. Stormwater Plans wl Silt Fence installed. Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application. notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 44- 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work. they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law. both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore. if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you. as the owner sign as the contractor. that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings. change of use in existing buildings. or expansion of existing buildings. as specified in Pasco County Ordinance number 89-07 and 90-07. as amended. The undersigned also understands. that such fees. as may be due. will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release- the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due. they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2.500.00 or more. I certify that I. the applicant. have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner". I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction. zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction. County and City codes. zoning regulations. and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work. and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads. Wetland Areas and Environmentally Sensitive Lands. Water/Wastewater Treatment. Southwest Florida Water Management District -Wells. Cypress Bayheads. Wetland Areas. Altering Watercourses. Army Corps of Engineers -Seawalls. Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells. Wastewater Treatment. Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "W unless expressly permitted. If the fill material is to be used in Flood Zone "A". it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction. I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area. I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties. the owner may be cited for violating the conditions of the building permit issued under the attached permit application. for lots less than one (1) acre which are elevated by fill. an engineered drainage plan is required. III am the AGENT FOR THE OWNER. I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work. plumbing. signs. wells. pools. air conditioning. gas. or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate. cancel. alter. or set aside any provisions of the technical codes. nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans. construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance. or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested. in writing. from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days. the job is considered abandoned. lam I ZRM 1117171 L"ZI111243*4111 I I U Z103:1 =1 awn I W014111111 I IN 94 1102 10X*J 10 0 211 � M-­111111111i 0 FLORIDA JURAT (F OWNER OR A( ,aubscribad and r has/have produced identification. Notary Public Cc iss Ashley Dunne�� Na Sub 'b d d o( yn I jy swq5t or affirmed) b =T�= e this NU Whd'is/gre person known to V, or—h.;Ave produced as identification. I— I - —, Orate of Flor oa Ashley Dunne A y td. gmtF&MOSM PMdG940270P'res 01/21/2024G Public BOUNDARY SURVEY Legal Description: Certified to/ for the exclusive use of. I Flood Insurance Rate Map Lot 14, MEADOWOOD ESTATES, according to theplat Henry L. Pereira. and Betty A. Petemwn, Community Number: 120235 Panel 0458 thereof, as recorded in Plat Book 15, tracts, i l6, being a Royal Engineers & Consultants Suffix "F" Flood Insurance Rate Map rep] at of Lots I thin 8, Block B, Unit l of Zephyr Pines w Dated , September 26, 2014 Flood Zone: " X " recorded in Plat Book 4, Page 27, Public Records of Pasco Map ID: 12101CO458F a 4� Gr} O � rn N O T.B.M. A' o NAIL NO ID S ELEV.=77�13' FND (P.C.P.) - y" I.RC, LB 107 SET (P.C.) N&D LB7615 oa,44 � pit "D - T.B.M. B' g n NAIL NO ID Ll s ELEV46.97' UTUTY FND Y2A i.R. s *' N2 PIN, i CONCRETE ORAEWAY CONCREff f SI0£WALK } WAIL TRzf 14' Box FN0Y2" R. NO 10 4 W� z z� North per Plat FND Y" I.R. NO iD �y��+ Lam L./J out Phony (407) 781-9329 Foz (407) 517-4393 ti iFy"y ,11�Itt,S; +rkl 31' -[NC S 1v l,,k ,W n t'E. NCI M & SO!, ,0uN,0 r+VI`S. LOT - 13 111 109.84' (gyp) N8559511Y (C) 110, (p) 6'�FC FNDY2" I.R. 4 CLFC. NO NC. d a a o C] a/C 1 .. a� ad2o 42.80' h ;� SET y"LRC. LB 7615 z ONE STORY � , z RESIDENCE � � 'Pt w v 139732 12.00' I O'I 14 F.E.E.= 78.50' 33.40" 12.00' Ak s4 L P4 ._ r OAT S2's-f N86'00'07eE (C) 110' (P) NO 102 I.R. N86'08'47'E 110,21' M LOT - 15 Address: 39732 Meadowood Loop, Zephyrhills, Florida 35542 = 8.0• YIOOD FENCE 1. Le9n1 sect pt on pr'ovi<letl by othero�E����� o— .D•CHAW URA FENCE14, Q p:W RAISER The land. shown hereon were not .1nihocted far eaaementa s, WOO(i ''Oa 1/2 ' POWER POLE SET R. 1/2 ' I.R. LB >B1S other recorded ns of noti net shown on the plat. 3. Underground patios. of fountlationa or other WOW COOK ]—lea, Imprpvamarta were not located ' COVERED ARCA WaN ties ae to the face of the ..It and ore not to be uwol used to reconstruct bounday lines. = CONCRETE 5. Only visible enar—lenent. located, 6. No Wentift-ikn fountl an Property camare amass otherwise haws. Abbreviations: p, R Rnows P.C. a POINT or AHDYA E CAp 7. DtmmsionA show be Pat and Mareurp unless otherwise ohowa. $ Fenco dwtsrminsf. P = PLAT L ARC LENGTH C.LF. = CHAIN LINK FENCE ownership not 9. This survey depleted hate form. a closed geometric figure. F FIELD D - DEEP CLFC. CHAIN LINK FENCE 10. No underground improvements n, viable installation, hove 3lX BLOCK I.P. . IN PIPE C.D. C.B. CKORD DISTANCE = CHORD 8EAMNG PCP CONCRETE MONUMENT PERMANENT CONTROL POINT been Imated other than shown. it. This survey la rod for the —W.I. use and bon fit of y Preps IA. . in. ROD P.O.L POINT ON LRE P.O.@. P.O.C. POINT OF BEGINNING . POINT OF COMMENCEMENT the Parties listed hereon liability to third parties may not b. M = MEASURE O-US = PRAINAM AND UTILITY EASEMEIIT pR.M. PERMANENT �fERENCE MONUMENT Ir'an.iereed or ..signed. GOVO COVERED D.H.L = OF£RHEAD l@iE3 P.R.C. P.C.C. . POINT OF REVERSE CURVATU � POINT 04' CpX+OUND CURVATURE C . CONCRETE BLOCK . UTaTY EASEMENT 12. Noire this drawing may not be aaalo duo to electronic transfer. OA, . CABLE W RAISER A/C - AIR TORER 'STAROARDS 13. This aurvsy doe. not reflect or du—Ine ownership. C.—C - CENTER LIFE N.R. . NON RAD4LL TH5 SURVEY MEETS ra OP PRACTICE- AS R€OURED BY onAPTER AM1T BOARD OF PRCfE@SIONAL aURVE� AHT To SECTKIN 4J20P) 1%' 14 Fence corner and twgtling camera era wifFless monuments to N@D NAE AND DISK R.O.w. = RIGHT OF WAY W.P. DaFG W1INESS POINT - CONCRETE RND A 5TPPERRS, obslMct.d CaneP, drnanalana are ae shown. 15. Subject to any dedication, limitations, rash -abase reservations, RIGHT OF WAY DESC. = CONCCESCie TE C CORNER 1 11 �` d/ore e.m.nt of raced no examination of Title made b Y EfAr MAIN €ASEMENT DRAIN. = ORAINACE wD.FC. WD tB WOg1 FENCE WOW = UCENS€S BUSINE55 \„ x, 7// `�� Surveyof. 16. This Survey is not an ALTA/ACSM Land Title Survey. u11L - UTILITY 1/W - ORNEWAY B.B. - BEARNC BASE ��� Rp+UL �/ X \�^ 17. Thia Survey was prepaed without the benefit of a FP, FOUND F.T. . POINT OF TANGENCY `, ��VJ� �\ S� 'Y(/ �^ 5 f� 18. Elevation& (if) r Titlehn...con re based on the Benahma'k MD s FOUND PG - PAGES °8 PLAT BOOK O.R. ENCR. = O FICUL RECORD - ENCROACHMENT = WENRFlCAnIXi � ^J Q L.. S.665D (n '�, ® J ;A W882, with a recorded elevation of 84,93' (NAVD 88), i9. ONLY po,tld topagrophic data wero located per dfanta r.q... t. .. ��. �-�,,,? rveY s In en a or mar gags or o umi a P.M.... only, Basis of Bearing: = s Exclusively far thi. it a by those to whom N tired. This BearuTgs sitoTvn hereon are baser( on Thu IiAS'C i!; 7 Or Survey Is not to the used far Conatruotim permitting, design, or `(jh rF Op,� ny other u.o without the Writtenansont of LEBRON CROUP Righr"f-Way ho—I'MLADOWOOD LOOP. �` x OF V �j �� SURVEYING AND MAPPING CORP• PHOTOCOPYING FORBIDDEN. ASSUMM) to Ix, N 03"59'53" W, Per Plat. COPYRIGHTED MATERIAL. // '�V��� SURVEYNO.: 2021-0869 THE FLOOD DATA PROVIDED IS FOR 111 iI1\� SHEET NOL: INFORMATIONAL PURPOSES ONLY. THE cWe; aa7dxMEADDwLDaPsozle.a DATE: APRIL B. —1 FIELD DATE: 04,+ 08/2021 SURVEYOR MAKES NO GUARANTEES AS TO THE HI CIOR LEBROIv PSM 05634 JOSE RAl 7. NEGRON J SM o6850 ACCURACY OF THE IN FORMAt14N FRONDED. ii ndaProf sc Is eyor.ndhi tlw Nora„2dt--. al sirs rxi naaiq,er REVIEWEDBY: R.L.A. THE LOCAL F.E.M,A, AGENCY SHOULD BE NOT VALID A NWT AN AUniENACATEO ELECTRON Ic SIGN TUNE AND AcuauutCATED SURVEYED BY: J.R.N. CONTACTED FOR VERIFICATION. ELECTRONIC SEAL AND/C.R THIS MAP IS NOT VALID 1MTHQUP THE NORATURE AND THE DRAWN BY: E.D. deONAL RAISER SEAL OF A FEORIDA J ENSED SURVEYOR AND MAPPER R—ENTS OF T 1, uxswrtwNTRE ,,I —T Au 1—H s AUG T=llz T. FFE —A- ALO—AR-I ITO—H—R-1- _U ATE—A—TOTHE F— — — —THAT=r—o EA— A— FT—IS —1—H—A ---------- --- — ----------- - AZ T "Z; T� IlRe - ----- -- -- - --- --- 9 &WDI EXPANSION MINT 11 T TO CA NOT aCIII10RE.T.E SIDEWALK T T. Al PROPOSED NEW SINGLE FAWLY RESIDENCE FFE �9.5NAVD88 M" A 11,P I.I.,I,l I 'IN 1, "I I., J- IW �1111EWA AANSIONICINT E�l T T. XF SCALE �11RIVIWAIOINT Cl 00 NOT CAlrOL T. SCALE v4- e Meadowood Loop --------- -------- — ------ ---------------------- q ) CONCRETEORIVEWAI_ NOT T.SCALE ""VibRally sic by Beau 2021 X lk22-.24:22 'T To SCALE I u ---------- PROPOSED NEW S94GLE. FANHLY RESMENCE FFE n.T HAVDM 4— Meadowood Loop Q) (D-%-�—vnn Ol �avevc vim. I= MOO' —V MO--- a. TOT—I—L T—EM FFE I _11—'WAYI=— M.. —T— is wnv Trot u�aECTs —T-0--- rvro ac (�> CONCRETE DRIVEWAY NOT TO L (RC STEIIIAIK NrIRECONCRETE SCALE ALE "VibRally sic by Beau I 2021.( '22:24:22 .J N07 TO SCALE F- 0 I . RRE. shall be a minimuni of 8" above the road elevation and an engineered site plan, 2. Lots shall be graded to comply with R401,3 of the RB,C. I Compaction test required if 24" or more offill dirt is brought in at any one phace. 4. Tie in survey required before pouring concrete, 5, Driveways require a R.O.W. use permit, All 4 sides of driveway thru the sidewalk shall have ... . ...... empansion material. All setbacks shall be met. /All property markers shall be uncovered and marked at time of first inspection, & All A.D.A. requirements shall be met, 9. No electric, plumbing, mechanical, or Erarning shall be covered without, an inspection and approval first. 10, All Garages shall comply with section R302.6 of the RB.C, (Fire Separation). 11, Appliances shall not be installed in a location where su�ject to mechanical damage unless protected by approved barriers. M303A of the F.B.0 12, Water heaters shall comply with section P607.3 of the RB.C, 13, Foundation supports for AV units shall be raised at least 3" above finished grade, MI-308,1 14, Retum air in all bedroorns. F.B.C. M 1620A 15. Smoke detectors are to be installed in accordance with 1 31 3A of the F.B.C. W All glazing requirements are to be in accordance with R308A of the F,B,C. 17, All ..reams of egress are to be in accordance with R311 of the RB.C, 18, "Green gypsum board" shall not be used as a backer in showers or tubs, R702.4.2 F.B.,C, 19. Combination -type AM breakers are required at all locations requiring an AFC I type breaker, 20. Carlson nionoxide alarms will be required in new construction that uses tiossil-burning heating or appliances or an attached garage. They shall be installed in accordance with the RB.C. 21, All plumbing, niechanical, and electrical shall be separate from unit to unit, This includes all underground pluiribing and electric. 21 All 2016 N,.E.C, Codes will be enforced. 23, Tamper- Resistant Receptacles in accordwice with 06.11 of the 2016 N.E.0 24. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure, 25. R403.5,3Hot water pipe insulation Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: Piping,/, inch (19,1 ruin) and larger in nominal diameter. Piping serving more than one dwelling unit. Piping located outside the conditioned space, Piping from the water heater to a distribution manifold. Piping located under a floor slab. Buried in piping, Supply and return piping in recirculation systems other than demand recirculation systems, 25. Blower door test shall be provided before C,O. 26. 11 flees. 27. ermit before rinal 2& F.F.E.-Finished Floor Elevation F.B.C- Florida Building Code 6 1h Edition R.O.W.-Right of Way A.D.A.- Americans with Disabilities Act N.E.C.- National Electric Code (2016) GENERAL� NOTES:EO^g-E INDEXOFDRAVANGS I � 1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TE TICIDES.INCLUDING TITLE SHEET Cr1 R SOIL APPROVED A PLIED PESTICIDES, BAITING AND PESTICIDES ED TO W ORR E B U I L D F L OR I D A C 1 SITE PPLAN&DETAILS OTHER METHODSTERMITE PROTECTION LABELED FOR USE AS A A-1 ARCHITECTURAL P S PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.SEE 2020 FLORIDA RESIDENTIAL CODE SECTION "REGISTERED TE ICIDE'UPON COMPLETION OF THE APPLICATION A-2 tELEVATIONS -- - $ OF THE TERMITE PROTECTIVE TREATMENT.A CERTIFICATE OF COMPLIANCE S BE A-3 REFLECTED CEILING PLAN AND INTERIOR ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE A 4 IELEVATIONS GRADE TREATMENT ISDEPARTMENT O#FN ACCORDANCE#NG STATEMENT'"THE BUILDING HAS WITH RULES E TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ESTABLISHED BY RECEIVED SCHEDULES AND NOTES COMPLTHE FLORIDA ® A-5 SIDING DETAILS FOR ON AGRICULTURE CONSUMER SERVICES," 2, AU.WORK SHALL MEET APPLICABLE REQUIRE TS OF THE 2020 FLORIDA BUILDING A-6 DETAILSCODE I { E-1 ELECTRI Zl .BUILDING.7TH EDITION [}2020 FLORIDA BUILDING CODE.RESIDENTIAL 7TH EDITION. 3. APPLIANCES SHALL BE ENERGY STAR LED-CLOTHES WASHERS.DISHWASHERS. REFRIGERATORS CLOTHES DRYERS,SUPPLY HOSES TO WATER USING FIXTURES 39732 M E DO Y Y OOQ LOOP. M-1 AL AND APPLIANCES MUST BE ARMORED.PEX OR METAL(EXCEPT COPPER) �y g�/p g ILLS. c + M-2 MECHANICAL 4. CONTRACTOR TO V FY ALL EXISTING CONDITIONS NOTIFY ARCHITECT OF ZEP"E [ i RH iLLS. FL L 33542 DISCREPANCIES WITH PLANSAND AS-BUILT CONDITIONS PRIOR TO PROCEEDING WITH f Ui THE WORK. 5. DO NOT SCALE WINGS;DIMENSIONS GOVERN, LARGE SCALE DETAILSFOR CONSTRUCTION GOVERN OVER s SHE s o Ls€ 1 ut S SCALE AILS, FY ARCHITECT WITH DISCREPANCIES OVER r I as r S 1 UCTU o S . DIMENSIONS. CODES OIDA B asp a,r S-2 F AT!{7fii S&DETAILS vii 0 6. ALL DIMENSIONS ARE TO THE FACE OF THE STUDS(ROUGH)UNLESS OTHERWISE NOTED. N "i$I,„s( L f R f t s - S-3 FRAMING &DETAILS 7, THE CONTRACTOR "SHALL OBTAIN AND PAY FOR ALL PERMITS.INSPECTION FEES.AND d g r uui Lu it DEPOT H E s ITS a 1 e I , S-4 FRAMING PLANS&DETAILS u: SITS REQUIRED FOR INSTALLATION OF ALL W IT SHALL BE THE I c �. w: s ,, :,.�, ut Z CONTRACTORS RESPONSIBILITY TO CALL FOR LOCAL INSPECTIONS AND OBTAIN F NG DETAILS z—g z Z APPROVAL FROM THE STATE FIRE MARHSAL IF REQUIRED. z U 9 8. ALL CONSTRUCTIONWORK SHALL IN COMPLIANCE WITH ALL LOCAL NTY. tU) WwON €�' STATE OF FLORIDA AND FEDERAL S. THE CONTRACTOR SHALL GIVE ALL NOTICES 2 , AND COMPLY WITH AU.LAWS.ORDINANCES.RULES.REGULATIONS,AND LAWFUL ORDERS g z OF ANY PUBLIC AUTHORITY BEARING PERFORMANCE OF THE WORK. 9, VERIFY ROUGH OPENING SIZES WITH WINDOW FACTURERS BEFORE CONSTRUCTION IS TO BEGIN. PROJECT p p� y y 14.SAFETY G SH D AT H SL TI PER SECTION t'RO p ECT INFORM FORMATION: R308.4 OF 11, NAT THE E! MONOXIDE DETECTORS SHALL BE PROVIDED IN OCCUPANCY: SINGLE FAMILY ILY RESIDENTIAL OUTSIDE ALL SLEEPING BUILDING CODE: 2020 FLORIDA BUILDING 7TH EDITI . f w ,,.s ` Dig' S G"u. tau n ,„ ,„i'✓i✓ ,aifr' r` u; 12.EACH SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR 2020 FLORIDA BUILDING CODE.RESIDENTIAL, T H Eb1tIbN£Ng n f +C DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. UNIT MUST BE OPERABLE PERMIT . NEW CONSTRUCTION ��� �`° " FROM INSIDE TO FULL CLEAR OPENING OF 5.7 SQUARE FEET.WITH SILL HEIGHT TYPE OF CONSTRUCTION: TYPE V €£ d Lii THAN 44 INCHES ABOVE THE FLOOR.MINIMUM NET CLEAR OPENING HEIGHT OF 24 INCHES. w l# E O n"� AND MINIMUM NET CLEAR OPENING WIDTH OF 20 INCHES. ,J 2 CL 13.EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN 3'-4"FEET SHALL HAVE LL 1 HOUR PROTECTION OF 5/8"GYP BOARD AT BOTH SIDES OF THE WALL ZONING INFORMATION: 14.OVERHANG PROJECTIONS WITH A FIRE SEPARATION DISTANCE LESS THAN S'-0"(FEET) SHALL BE PROVIDED WITH 51$'GYP.BOARD RSIDE FOR 1-HOUR PROTECTION. ZONING CLASSIFICATION: R-2 ? cK? x 15. S" RESISTANT (COMPLY WITH USE: DWELLING.SINGLE-FAMILY O REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM 1998 AND OF ASTME 1886 MINIMUM LOT AREk SINGLE FAMILY:8.000 SFIDU t t FASTENED IN ACCORDANCE WITH TABLE 1.2.1.2 OF FRC 2020. MINIMUM LOTWIDTH: SINGLE FAMILY:75 16.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY APPARATUS REQUIRED TO MAX,BUILDING HEIGHT: SINGLE FAMILY:30 OR 2 STORIES ENSURE THE HEALTH AND WELFARE OF THE GENERAL PUBLIC.THE OWNERS.AANY FRONT YD MIN,RED: SINGLE FAMILY:24' WORKERS. INT SIDE YD RED SINGLE FAMILY:14' 17,THE CONTRACTOR SHALL HAVE THE WORK:. SITE CLEANED ON A DAILY BASIS. CORNER SIDE YD MIN.RED: SINGLE FAMILY:N/A DISPOSAL OF ANY WASTE SHALL BE OFF SITE AND IN A MANNER PRESCRIBED UNDER THE REAR YD MIN.RED: SINGLE FAMILY:1a LAW. 18.CONTRACT DRAWINGS AND SPECIFICATIONS PRESENT FINISHED STRUCTURE. T INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT STRUCTURE AND PERSONNEL DURING iii CONSTRUCTION, SUCH MEASURESS BUT NOTBE LIMITED TOSTREET BRACING. FFE INFORMATION, z OF SHORING LOADS DUE TO CONSTRUCTION EQUIPMENT.EXCAVATION PROTECTIONS. u3 SCAFFOLDING.JOB SITE SAFETY.ETC. OBSERVATION VISITS TO THE SITE BY ARCHITECT. FLOOD ZONE: X OWNER.OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF ABOVE ITEMS. FEMA BASE FLOOD ATION: NBA 19.IT IS RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE VARIOUS DES ON HIGHEST ADJACENT E: "'8. NAVDB8 BUILDING TO ALLOW SUFFICIENT ROOM FOR ALL EQUIPMENT.. PROPOSED FFE.: 79,54'NAVD88 20. CONTRACTOR O COORDINATE UTILITIES INSTALLATION CONNECTION WITH TY COMPANY. 21.THE CONTRACTORSHALL PROVIDE FOR POSITIVE DRAINAGE AROUND THE BUILDING INCLUDING Y TEMPORARY MEASURES DURING THE CONSTRUCTION SO AS TO ENSURE ri NO WATERTO L BUILDING INFORMATION: Y, 22.ALL REMOVED TOPSOIL SHALL BE STORED AND USED FOR FINISH GRADING. THE j ' CONTRACTOR SHALL BE RESPONSIBLE FOR AL OF ALL DEBRIS MATERIAL PRIOR TO FIRST FLOOR 1612 SF ar FINISH GRADING. ztits-is 23.CONTRACTOR -LL NATE&I T WOOD BL NG IN F NEEDED D FRONT T PORCH: 193 SF TO SUPPORT ANY ITEMS MOUNTED TO THE WALLS. REAR PORCH: 121 SF r 24. T! FIRE RATED WALLS TO BE SEALED WITH ate.r : T ING MATERIAL BUILDING HEIGHT: 13 3 7 f ,- tp� r er APPROVED F _ 25.THE CONTRACTORSHALL VERIFY THE MN F.F.ELEV.WITH THE CITY/PARISH FEMA ELEVATION RIC CERTIFICATE. 4DIT1ONED f ."r'�/-.` u - :;s. rl / I 1'Dgi $Iyignedtda ten+ eeenF4" 26.ALL AY SIDEWALKS SHALL ET LOCAL DEPARTMENT OF PUBLIC WORKS VOLUME: 11. CF v °nd STANDARODETAILSIFAPPUCABLE. 27.CONTRACTOR SHALL PROVIDE COLOR SCHEMES FOR ALL CABINETS.COUNTERTOPS. FLOORING ,g EXTERIOR LS Packard k #N AUOR PALETTE. 7 7r WALLS.CEILINGS AND TRIM MUST BE WHITE. `fir to 28. CT SHALL PROVIDE PLUMBING FIXTURES.ELECTRICAL FIXTURES.DOORf .. .0 . to a n °r"•.. HARDWARE. pT�� HARDWARE. ACCESSORIES IN A CONSISTENT z <cn r ^� F ✓r cn MATERIAL FINISH. L „f ✓,r ' mat ''f.M.'F Temps? y ., pp°�� 0h0/ m+ 29.CONTRACTOR LL PROVIDE C LOCATIONS.TIE-IN LOCATIONS.AND WATER 27:� "06 WV AND ER LINE LOCATIONS SITE TO PERMIT DEPARTMENT FOR REVIEW. r ° VICINITY MAP Florid GENERAL SITE PLAN NOTES; 1. ALL PAVEMENT IN PUBLIC RIGHT OF WAY SHALL MEET THE DETAILS AND REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ALL CURB CUTS AND DRIVEWAY APRONS SHALL MEET THE DETAILS AND REQUIREMENTS OF id. ,,1/2^ _. FFE I FORMATION: 2THE LOCAL AUTHORITY TY HAVING JURISDICTION.3. ALL SIDEWALKS WITHIN THE FLOOD ZONE: X WWF.AND SHALL RECEIVE NISH BODEG.TO THE DIRECTION OF TRAVEL RIND — _ -" — FEMA BASE FLOOD ELEVATION: N/A 4. W WF.AND SHALL RECEIVE$ROALL DRIVEWAYS WITHIN THE PROPERTY M FINISH W DTY E6 TO0THE DIRECTION OF BEE'THICK.4000 PSI W/6 -W2.9xW2 9 �!2 d,12" — HIGHEST ADJACENT GRADE: 78.5t7 NAVD88 5. SLOPE ALL O ETE PAVING AWAY FROM AT 1%MINB4UM. n.ao 7 SLOPE ALL CONCRETE WALKS AWAY FROM BUILDING AT T%PROPOSED FFE.: 79.50'NAVDBB IL SLOPE ALL AWAY- FROM BUILDING TO ENSURE POSITTI VE DRAINAGE. c----� 6 AR ALE LE�i=TH _ .-_ MASIMUM SLOPE FOR D AREAS IS 25%. �' SWALE LFNGTy - 7. LAY NEW SOD TO COVER ALL AREAS OF YARD DISTURBED BY CONSTRUCTION ACTIVITIES. `' S. SLOPE N.J.CONCRETE PAVING AWAY FROM BUILDING AT 3%MINIMUM S. SLOPE ALL GRADINSLOPE ALL CONCRETE G AWAYY FROM BUILDING TO ES AWAY PROM BUILDING NSURE POSITIVE DRAINAGE. REAR YARD SETBACK SITE PLAN LEGEND 10, LAY NEW SOD TO COVER ALL AREAS OF YARD DISTURBED BY CONSTRUCTION ACTIVITIES.SOD MUSTBE BAHIA.ZOYSIA OR BERMUDA.EXCEPT FOR MONROE COUNTY WHERE ALL EXISTING GRADE DISTURBED STONE. I i I 11. SITE GRADING PLAN BASEDON AVAILABLE DATA.EXISTING ORAINAGE PATTERNS TO BE CONFIRMED IN FIELD BY THE CONTRACTOR x }H.bcxz PROPOSED GRADE 12 CONTRACTOR SHALL REGRADE SITE1MMED#ATELYADJACENT TO THE NEWLY CONSTRUCTED HOUSE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE FOUNDATION OF THE HOME. 13. THE CONTRACTOR SHALL NOT ALTER SITE DRAINAGE PATTERNS IRA WAY THAT DIRECTS ( '.,o MATCH EXISTING GRADE ADDITIONAL FLOWS ONTO ADJACENT PROPERTIES. ♦♦y 14. UTIITYTIEJN LOCATIONS ARE BASED ON LIMITED FIELD DATACONTRACTOR TO VERIFY A'2 I SEWER AND WATER TM-I#L£7CATIONS IN FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCY I , FFE FINISH FLOOR ELEVATION w 3 if} Z tSI--_--LOW POINT OF SWALE TE INFORMATION: 0 > C O C { , f d 1°' NEw 4"CONCRETE PAD '-53.-IFSLOPE OW ?,411 SF ROOFOVERHANC` j}[ EXISTING IMPERVIOUS AREA: 11- t o" O EXISTING H 1832 SF z z o J -..... r' STING CONCRETE: 353 SF Z In m 'Ic-JEXISTING, -'S S° • lc - . GRADE - SSIALEWIDTH GRADE Y _j tS 6 RED 57 SF MI TOTAL sou 0 os 2 WENT IMPERVIOUS AREA: Z. { j I • NEW HOME WITH? _ 1 SLOPE SLC3F°E 4 ROOF OVERHANG: 2296 SF 4 4 A 48 SF fYl CONCRETE: 286 SF 0') 01 v' I SWALE SECTION • TOTAL: 2,639 SF 1/4'-1'4' %NEW IMPERVIOUS AREA: 35,43% •_ ,at _... ..y PREMOLDED JOINT MATERIAL -_ %NEW PERVIOUS AREA: 64.67% O 0/025 FI1 LER LEFT FLUSH LiS ( 1 a} l rli WIW ALE V 2.9xOA 9'AN SUPPORTED a PROPOSED TI SURFACE OF SIDE SINGLE- 7 /y ! tC „M ON CHAIRS C,S MIN,ONE PER 9 { FAMILY RESIDENCE xa aowELs 18"LO G @ tz° SQUARE FEET OF W IRE GL. tL qq I >• x N Q.C..VLTIt SLEEVES CHAIRS. _ N f/j FFE-8.5fl NAVDBB O C'LATE RED 2"FROM SURFACE ...... i!2 LAPS/IS/OF S .-..... ..-.-- ....: .._.. .__.. J_.' ANS/ON JOINT f-- sDnAx t' Za SR ! 4 A z 9 0I Z M �''� THIS HALF OF DOWEL SHALL BE SELECT FILL OR ASGREASED UNLESS PLASTIC OR - -. - + ! t DETERMINED BY EPDXY COSTED D6tfEJ IS USED SAME A0 N![©TH FIEL€7 CONDITIONS f .— '/ 4"SENFR LINT .- 1"NATER s!NE ...L ,�,�. I �' x a DRIVEWAY EXPANSIONJOINT( Jj CONCRETE SIDEWALK wJ f A I NOT TO SCALE 1 NOT TO SCALE y+-•' j ' FOIOTYARDSWEAOE 10 PREMOLTED JOINT MATERIAL SAWCUT OR HARDBOARD Z ! I OR JOINT FILLER LEFT FLUSH PREFORMED STRIP WITH SURFACE OF SIDEWALK 6.6WS 9xW2 W`NF SUPPOR"C'ED- _ W&WSIIW�7U,9 VI`✓F UPPORTED ON Al IN,ONE PER 9 ON CHAIRS @R MIN.ONE PER 9 C°fSQU aE EET 4}`r WfRF y SQUARE FEET OF ARE CONCRETE RAMP. ,iY !t4 DONlELS 76"LL7PtG{05 i 2" C LI.I JAY SLOPE 117_ O.C..WITH SLEEVES CHAIRS. CEFITERED 2"PROM SURFACE / "+`'� o z ? I 1r2"EXPANSKSN JOINT , AG 7-4314" NEW4C0'CR5i'E `"4 ` p- :'. •.. .dA WALKWAY `"S `"c k' wm.,roer 20 I I _ 18-15 v. I '_' _ T"ti 1T-I A` . . ,g"_ _ , U °m — Zti22 "• I -. SELECT F{LL OR AS �--TH#S HALF OF DrOWEL SHA4.1 BE SELECT FILL OR AS or s' zo'. "- Ig f DETERMINED BY GREASED UNLESS PLAST;IC OR DETERMINED BY 4 FIELD C;OND TIONS EPDXY COATED DOWEL fS USED FIELD CCSiuDFTS I,, 19 ft'2" IC 4 118•. FOR CONSTRUCTION SIDEWALK EXPANSION JOINT JOINT DRIVEWAY CONTROL NT(GJ) 4 NOT TO SCALE 5)NOT TO SCALE "`" 4', I'WATERL€PIE ONNEC V TO ON smNed47 YrtIt °„5pSEPy 'S„Digitally Signed CTEO - - TNE TtON f 'P R z �MCEag__rI"A EIS"ZING REP SE _ TO EXISTIN G ' _. ..... __.. ___-_. ___-. __-_. _[ OR a e PJ` MAPf3iOLE . WATER METER. -# '5, 8x&LV2.9x4V2.9'VVVFSUPPORTED dx� 'mss N¢74d&0 _....- 'JN CHAIRS(v MlN,ONE PER 9 /De:e.2022.02.09A"/ f/ SITE of W V S!2UARF_FEET Or 4VEf'E �, s zoelnr' " _. NEWT DRIVEWAY`"URB CUT '11:25:20-06`00 "" ANA a.k PER f('1CAL REO€JiPEMEMTS ! . : MEADOWOOD LOOP SELECT FILL 01 102 DETERMINED BY FIELD CONDITIONS SITE P . 1/8 =1-9" a-a' •�_ CONCRETE DRI AY '2<_ SIDEWALK CONTROL JOINT 1C,l)_ NOT TO SC ALE TYP 7 NOT TO SCALE j C1 38'-7172" - , _. ASPHALT SHINGLE ROOF ENSTALLEN PER FRO 7020 90'2. r [ ... 11' 8 314" _-- _._. ---_ 14 2 .---. __-.. -.. t V-8"s/4` ._ ,S ROOF UNFJERLAYMEN I SHALL BE INSTALLED PER ARE 202 6 ASI t.t METHOD NUMBER 2 _.. .. ✓ ITd�CLUDE AM INIMUM 4 INCF€-WIDE{1£72 MM)STRIP OF SELF-ADHlERING POLYMER- 7 0" 314` 3 10" 374` 2'-6" MCYO F ED EITUht,EN MCMERANE C04APLY€ND W E,H IsSTFvt D49-0,R'4STA[.LED tN �,.... " --... ...' ACCORDANCE WITH THE MAN UFA:CTUREIONS TRUCTIONS FOR-€HE DECK MATERIAL. '.. AND SHALL BE APPLIED OVER ALL JOINTS I'40 0ROOF DECK C,AN APPROVED UNDERLAYPotENT IN ACCORDANCE WITH TABLE R'S 6.1_'1.4 FOR" ARAL.#C/1040900 ptj A R COVER OS SHALL BE APPLIED OVER THE ENTIRE ROOF OVER-5HB 4-INCH-VHDE{162 NSA) ——————_ ___.______ _ — �_ __ ____.._ _ — MEMBRANE STARES. ASPHALT R 5H0NGLES SHALL BE£7€A85#EtEb a5 ASTMD I 12,167 0R EGRESS ( ) ASTM D-153 CLASS H. trr az-7112 PROVE EaPE�oarnrAUAOaEPFr T a cNSPERDt a DINING q 3 9 07 7° o• z e- BUILDING INFORMATION: e' 1 1 7r3•- �"ti =•-z 1>3" z-sa — FIRST FLOOR: 1612 SF BEDROOM FRONT PORCH: 193 SF 14 REAR PORCH: 121 SF 4- d'2" BUILDING HEIGHT: 13' 7/8" - i `' \t PROVIDE GLAZING MEETING ISLAND KITCHEN y . RAN' Err 1500 t3 A 6 D AREA 11.6fl CF AT eTroNE �` { ocaT oNs PER FE R3 .3 s s 1i2 VOLUME: AND R368_4 �.a -T3- A"SII7ARY ' S � 2` 0" 2 �J k (: VENT tON _. z .Z VVN t AID,> I -, < PIPES N L `° ✓ ro 1 O a '' ROOF VE 7f OVEFIHANG SANITARYp3 NTHA C n I `I, ` _._ f t ASb�E VENTILAT;J N ROOFAREA= 2 22296 SF LIVING R Q! CLC)SET I PBS REQUIRED NET FREE AREA PER FBC R806.2=2296/150=15.30 SF Z z z 13 SOFFIT AREA= 7I 0 F coil SOFFIT NET FREE =14.34 SQ INCHES/SF(BY MANUFACTURER) y. _ ROLL IN i } PROPOSED ROOF NET FREE AREA=370'14.341144=38.84 wwO E REF { ABA BATH s/1z 50490 s 5o x92^AD ry m s ."" 12 3 2 112 L" "4 A, n o ( ss CG1 P RY z � I WINDOW SCHEDULE err CLOSET 1 _ Z Type 04 H <8 L,R HANDLER CLOSET Mark Width Height Description Count Height 4( 6' 753/5 .4_11 / COORDINATE WITHI � — —: ,�i c EXHAUST i / f aND LOL A ONTO 1 11 VEPIT6 A 3 4" 5° 0 DOUBLE HUNG VINYL 4 8'-8" - Cf7NTRACTOR - 1 WINDOW-EGRESS MECHANICAL �' J . 34, 17 B r-6" 5' 0" DOUBLE HUNG VINYL I2 6'-8" q .,OMPLYWITH 1WINDOW J 0 AN CONFIRM SIZE }- ( yy L, RE0U€RED ACCFCS 7`-5 3(4' ( 9 6 TO AIR HANDLER ' 9 ( C A5 2' �t WINDOW NOTES: .)° 1. WINDOW ASSEMBLY SHALL BE IMPACT RESISTANT AND 9 ' w a, BEDR A 3�°" '- DROO1V1 INSTALLED TO MEET THE SPECIFIED WIND LOAD t� EtJ ' 03 -1 u, . .38 09 o I 1. `"' �' R WINDO2�OF TTHELFLORIDA ENERGY GY STI CODE 232). C+LA2E 4.25 DRY - _. ) I : 1 3. FENESTRATION U-FACTOR SHALL BE 96.40 C I ( I SANITARY A bFENESTrtA SHOO VALUE 8E s 08 L _ —I VEPNT€LATION s. W 3 EE 'f s"TAR OU z TAELE I, - 6. PROVIDE INSECT SCREENS AT ALL WINDOWS 4 4z PROVIDE INSECT SCREENS AT ALL WINDOWS AThq { - EXHAUST tL EL'fTESS Cy 02 _ __VENTS -— 1 ...I 'A / A; ik HB Z a 3/8 A-6 7/8" �. 2' i{" 2`17"L .._ 6' 838 2..- c 71'-y3 114 5' 4 1/2" 5' o, f. I E I _ �E - 1T 5' +2'- a/9 is-o Ite C7 / / / (` as 2 6 /. _! B A s Ay 1.FIRST FLOOR r e NG e E RAAAF 11 ROOF 5 1/4"=1'-O" n-6 c 1/4"=1'47' A-5 EXTERIOR DOOR INFORMATION DOOR SCHEDULE ° " 2019.15 DESIGN I DESi Rough "J" P REPRESSURE W n ents ZP FIRST FLOOR LEGEND Mark Width on (POSITIVE)PSF(MEGA )PSF 02 _ 2'-8" 6-8" r-10" 6'-9" 6-PANEL INTERIOR E1 3-0 LATE ENTRY 41 -53 EXTERIOR 2X6 FRAMED WALL 03 _3'_0"I61__8" 3-r 61-2* '6-PANEL RIOR FOR c CIM a r;• E2 5'-0"61-2* PAIR 314 LITE DOUBLE 40 -51 04 _ 3'_0" 6'_8" 3'-2" 6' 9" 6-P L INTERIOR I R 2X6 F ED WALL ! EXTERIOR DOORS - 05 3:0* 61-8" 3:2* 6' 9 16-P EL INTERIOR DOOR « r INTERIOR 2X4 FRAMED WALL ES 2'-0j8-PANEL INTERiOR11 61-0* 61-8" 5`-2" 61-9" PAIR 6-PANEL DOUBLE I RIDR s Date:2022"0208 STANDARD GRADE VINYL PLANK 1 TABLE VALUES D€TERMINED PERASCE 7-16( NIMILM DESIGN LOADS AID ASSocwTED CRITERIA FOR -- _.- '"• ` FLOORING BUILDINGS AND OTHER STRUCTURES) 0" 6-8H 3'-2" 6-9" 6 PANEL HITERIOR DOOR , ., -------- ---...-. ------ 13 3'-0"_ 6'-8" _3'-2 6-9" 6-PANEL INTERIOR DOOR EXTERIOR WINDOW INFORMATION 14 3'-0"_ 61-8" 3'-2" 61-9" 16-PANEL INTERIOR DOOR — — 6'-9" LITE ENTRY ENERGY STAR QUALIFIED.EQUI DESIGN ETING RE MENTS FOR i DE RI TO INTERIOR) T a PRESSURE DESIGN H S L T S PER WALL TYPE SCHEDULE El T-0" 6`-8" T-2"WALL�ExrERl Type (POSITIVE) PRESSURE F 8.3 R308.4 I1RI VINYL SING Mot B err.PL WALL SHEA Width H ' t PSF (NEGATIVE)PSF zxs STUD @ is"DC..R t r BATT INSULATION.1/2'G E2 6-Ir 6'-8" 5'-2" 6'-9" PAIR 3/4 LIT E BLE ENERGY STAR QUALIFIED.PROVIDE 2 INTERIOR trr GYPSUM BOARD.2X5 STUD NT D.D.GYPSUM BOARD A 3 4" 5 0" WINDOUBLE VINYL 42 j 55 EXTERIOR DOORS GLAZING MEETING REQUIREMENTS FOR HAZARDOUS GLASS LOCATIONS PER F 2`GYPSUM BOARD.2304 STUD 1STO.C.GYPSUM BOARD FBC-8308.3 AND .4 3 INTERIOR 11 B 21-6" 5 0 I_WINDOW BLE HUNG VINYL 42 E3 3'-0" 6'-8" _3'-2" -9" l 6-PANEL INTERIOR DOOR TABLE VALUES DETERMINED PER ASCE 7-16(MINIMUM DESIGN LOADS AND ASSOCtAT ED CRITERIA FOR E5 _7-0" _ 61-0" 2'-2" 5-11" ;6-PANEL INTERIOR DOOR CONFIRM WITH HVAC CONTRACTOR BUILDINGS AND OTHER STRUCTURES) A I ARCHITECTURAL •- SHINGLE ROOF vtncYL Fa.,CIn t2 t2 ALL EXTERIOR ELEMENTS MAKING UP THE BUILDING ENVELOPE INCLUDING LAP sEnlNc SYSTEfih SIDING.FASCIA.SOFFIT.WINDOWS.DOORS.GLAZING.TRIM.ETC.SHALL BE APRL'tN'Yt.f',E-.Hlvi'rNRAP ROVED TO COMPLY WITH THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE BY THE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER)BOARD AND ODE N RER C -- .. y_. _ .._. _... r FLOOD LI..,H7 r.• ADMINISTRATION DIVISION. CONTRACTOR SHALL SUBMIT THE MIAMI-DADE NOTICE OF ACCEPTANCE(NOA)FOR EACH PROPOSED EXTERIOR PRODUCT FOR PERMIT APPROVAL.AND PRODUCTS SHALL BE INSTALLED PER THE APPROVED L1 ROOF DETAILS IN THE NOA W { Si f � � � i J - - - -VlNYC.C6Lk3MN RAP � cn z 5•r o � DISCONNECT SWITCH _ y €i - C DE(is€NC,uMT L PROPOSED FF 79.5 4 r NAVDAA :-, J j __..ARCHITE CT NA 5 W L. SONGt.F ROOF $ _ � ___ 12 s > FIRST FLOOR_ COtdC SLO E 1 1 HOSE.B#AA r -r or --L 2—L�s_ r L FL .- q3 �L_z s' T ::.: r --... O00 4 IGHT ary U)3 4 C -�i- Z� S= i (3RYER VEEvT CAP _ r _ T, _ WkR VENT C0AMPAP RANGE HOOD f77 c� TERMINATION WITH FRUNT ELEVATIONN r z c NYL FAscla DAMPER �L L- _..,�� L � -r s r s_ r - Z Z Z 1Q! ELEVATION FLOOD Lf^fiT i s --� T t— T j =_. TILT 1 3� Cry' W tri 9i 114`-1-0. z F r r s --virivL sEa.M WRAP Vt S 1 r_ ___.,—x L Z — R } o siT pp oz 33 11 / c9 + .. -.. .. - 'VINY.IA SIDING SYSTEM 'VINYL COLUMN WRAP PROPOSED FFE 79 5 F T.NAVDE8 `w• _ -- FIRSTFOOR N Fo M � pJ CONCRETE RAMP. CL O UJ SIDE ELEVATION(LEFT) MAX.SLOPE P 12 LL O 114"=1"I J 2 p gff 72... �r-t- i2...r --_ARCHRECTtJRAL C a t 44 Q SIANP SID€NG SYS I EIG $G1CIF� 2 ,^ter Sn 1 uj A PP FFE- E5 FT NA V088 .J R - - FIRST FLOOR C,SCOf,NECI SITCH VINYL TEL CONNED POST CON€)ENSING DR T ROD -. �..........-- 12 ANCF{;TE 2515-IS"� SHINGLE ROOF cwm. i1216$12(S22 Ii}REAR ELEVATIONZR � I S�gCie{� _ _ FLOOD LIGHT �' /z x-ff `22:28.2 -06' VIt@YL OUTSIDE OR FR PEST --.. I VINYL TR€M If PROPOSED FFE 9 5 F F M1t(VD88 C JL FIRST FLOOR ' Ronda 4�. CONDENSING UNIT -- .. �--CONCRETE RAMP. HOS 9GAI E MAX.SLOPE 1:12 '_-DISCONNECT "•*"° 4 SIDE ELEVATION R( #GHT) ....._ SWITCHES 114 =1'- - A-2 'a; > FEBERGLAS5 L 1 SHUNTER o I SURROUND r n I r w Q ) � , {— P€ _ c oRNE'Bc rac ec c z h a G 2-2 1" s" 2 s -2 6" EQ EQ s' 1 6._.. ! 6 6/ OOK ISP 8/ 17/OVEN BC BG FILLER BC BC CORNER BC m 0" 2 1/2" FILLER 1Ei -__ YEC /. KITCHEN ELEVATION 2;KITCHEN ELEVATION 3;BATHROOM ELEVATION t�- 318'=1'-0 318"=1'-0" 318"= 3 � Uj U "X qI Il} O C to 9 ` w A"fi r ;- / tt rT v tsi CN 00 FE . 11/4^ 0 114" EQ SO ECS EQ 4 0 7'-'r 112' 4'- Z V3 eett OPEN r r tc P6 14/387/ SINNK DIS7/ SHER KITCHEN ELEVATION B 3/B"=1'-0" L _ a REFLECTED CEILING PLAN LEGEND ,l I - / ,, .-1 [;ra "+4: -.-. 1' 5 114 11r GYPSUM BOARD C Q G, k I � 1 1 � 5S GRAS BAR n JI 4 'n r4'-0' 4' 2" 5W#Y' I QVDVEWL SOFFIT e><E L1t ca / ti m h 0 r 9ch6Fd/ I 84 PENDANTLWHTFBOURE z c!3 E 2.. PIG O 00 FF PIG - o uPEN 7 , �. c S;.. 1 �, Q Fv WALL MOUNT FIXTURE - 'gin i - '- 7 ' Oi" EQ 1 10718" +N. Ilnlra EXHAUSTFAN ^may 2 a Ala" x 4" 9 a, 8„ # l' ✓` a'2 EQ s e `) Z G-8" „> - /.r Fs MOTION SENSOR FLOOD LIGHT REF I i wVAN C is k 1 r— __y . F16 Fo ULL' - '" w Fe CEILING FAN WILIGHTKIT O 0 I Y S 0314" BATHROOM EI EVATION FIRST13 FLOOR-=C fput 1 ea EQ a' j E s'-312 U J 1 0" P�0 _H __ 1— b, , COMBO SMOKE 8 CARBON W- O EQ EQ MONOXIDE of€Ec30R Gl ' I flg O F CEILING FIXTURE 3 ADA SC'PAPttAf&T K6LL kN C Fa ISLAND PENDANT FIXTURE A I C / DP.S061<<L€NES SHOWIER COMPARTMENT DSHED L NES INDIATE ADA Cc7t '/I'A1 ROE.L-IP/S₹iOWER r I i .. E*M.�xrxu.mw INDICATES WITH FC1t.DtMG 0" ; 201945 FULL RCED ER KR C<<OPARYUEN WITH FOLMNC SWO - " RE{NFORCEt} ?---- z° s- i - c ' (, `s� y ' — - O IOx1flt�FUSER.SEE MECHANICA€. IDIGBI2Efl ULL EINSD BACKING K DdAX 1._4 0 I 2r ru aam sp 1' 3 ry a✓ ## © 8.4 DIFFUSER.SEE ME ery eagr Sr 00� t rP 2 . . _ FORC N 3T CTION 22"X 1 1 2 •� t 2` F117 gIJS.₹Il R [G F s5 GRAB 2-4., z-o I 41" �s.r, BAR � J a er Ftrt F@ r F1e Fs � . 0 d8t6 M.tr \ ,., ,T_._-- s, .� G w., J O1< 4 F L 22,28.54 -O6 , 00 18 LEG EQ EQ *. E E Q 3 Q Eo F 3I$X 1'12" 26"X2 2 8 314" /FTfO 7K A<7'F 53.GRAB BAR FS'WE..ESS HDPE I FCtt>UP SEAT LOCA'T K)N OF EASY SASE Us00 Re ej BA ELEVATION ,BATHROOM ELEVATION " -- 3/8" 1'-0" 318'=1'-U" s' 1 32" 17 7 3/8 ",r 7 Ora" s-1318" REFLECTED CEIUNG P 114"=1'-0 FINISH TYPE SCHEDULE FINISH SCHEDULE STAIR AND RAIIJNS REQUIREMENTS __ ._FWo Fmish 1_ Foast+ W PaSsE P5455 P MARK DESCRIPTION ER MODEL FINISH NOTES Ot LIVING ROOPA VPF ! 62 `.. GYP.PTO. Y GYP..80.PTO 11G2.96 1:453 SF TYPE REQUIREMENT VPF FLOORING SEE SPECS SEE SPECS SEE SPECS —.. Oa__.. BATH. VPF ',... 82 ! GYP.PTO. GYP.80 PTD 27.63 :45 SF 43 VPF B2 GYP.P₹D. GYP.BD.PTD 48.19 143 SF MIN.WIDTH 36' f -- ST GRADE.CERTIF�D BY FLOORSCORE OR GREENGAURD AS LOW VOC 04 CLOSET VPF t 62 GYP.PTO. GYP SD.P102028 25 SF __ STANDARD GRADE.CERTIFIED BY THE CARPET AND RUG INSTITUTE(CRC)GREEN 4 05 PANTRY VPF 82 GYP.PTO. GYP.SO.PTO i22.EE i 33 SF ' CPT -.. CARPET SEE SPECS SEE SPECS SEE SPECS SEAL OF APPROVAL AND LOW-VOC 7 DINING VPF 82 GYP.VPF NO ADHESIVES ARE USED FOR KITCHEN0 62 GYP.P O. I GYP.GYP.E MIN.HEAD HEIGHT 6 8° INSTALLATION D.Pm 37.46_ Ii8S SF GYP BASEB(AR MOP.WILL BE 31/4INMOP.374"SHOE MOULDING.NO EXPOSED ._08 LAUNDRY .... VPF ......_ 82 WPGY TK P P , .BD.PTD 28.}7 __46 SF MAX.RISER HEIGHT 7 314 B, WOOD BASE SEE SPECS SEE SPECS SEE SPECS UREA-FORMALDEHYDE WOOD PRODUCTS ALLOWED OR MUST BE SEALED 09-,.. BEDROOM _._ VPF T 62 GYP.PTO. GYP.BO.PTD 48.17- 143 SF 11 tCLOSST VPF 82 I GYP.PlO. GYP.ED.PlO 4 IS SF B2 MOULDING SEE SPECS SEE SPECS SEE SPECS UREA-FORMALDEHYDE WOOD PRODUCTS ALLOWED OR MUST BE SEALED 12_--. ADA .---- VPF B2 WP GYP PTO. 1 GYP.BO.PTO 44.017-- 90 Sf MW.TREAD DEPTH ----. ----. _-_-- f WOOD BASE WISHOE BASEBOARDS BE 3114 INCH MOP.374"SHOE MOULDING.NO EXPOSED 13 CLOSET VPF P GYPSUMBQARD SEE SPECS SEE SPECS SEE SPECS 62 GYP.PTO. GYP.BD.PYO 20.5 2 Sf TREAD NOSING MW.314".MAX.f 114' GYP.PTO. LEVEL 4 FINISH WITH LIGHT PEEL TEXTURE.PRIMED AND 2 FINISH —_ - : f4 BEDROOM CPT GYP.PTD. (GYP.BO PTD 5fi 04 159 SF COATS t5 AdECH __ YPF BZ GYP P₹K. GYP.80.PTD 03.04 10 SF -_-_ MAX.TREAD SLOPE i/4"FROM BACK TO NOSING WP GYP. 112 M RESISTANT SEE SPECS SEE SPECS SEE SPECS LEVEL 4 f WITH LIGHT PEEL TEXTURE. D ANOD 2 F :t4 f450 SF PTO. GY COATS KIT-CAB-- KITCHEN CABINETS.--- SEE SPECS SEE SPECS SEE SPECS --- .......... -_ PLUMBING FIXTURE SCHEDULE HANDRAILS REQUIRED IF4OR MORE RISERS KR KITCHEN COUNTERTOPS SEE SPECS SEE SPECS SEE TE R ITEM MANUFACTURER NOTES Q1! .... _.. _.. --. __HANDRAIL.... ......__ b... ...._._.._ PROFILE DIAMETER I,f4"-2" I— HOWSLHEIGHT 4-SF BA BATHROOM $ SEE SPECS SEE SPECS SEE SPECS STANDARD GRADE PREFINISHED WITH HARDWARE NO EXPOSED 02 VANITY SINK SEE SPECS SEE SPECS I .......... ......._..._ __. _ 42[. UREA-FORMALDEHYDE W000PR00UCTS ALLOWED OR MUST-----BE SEALED RE AT OPEN PORCHESGUARDRAILS .BALCOONIES. OR RASED FLOOR SURFACES THAT ARE 2W O R t- _.. --- -------- ---- -- —.— SEE SPECS SEE SPECS 2 MORE ASOVE THE FLOOR BELOW --_ _----_ BA BA SEE SPECS SEE SPECS SEE SPECS CULTURED WITH SINK 12 VANITY -_-- MIT.GUARDRAIL HEIGHT 38" Z IZE! CScv ALL WITH TOPU E it^ TALLA _. 0 > 02 VANBTY FAUCET SE£SPECS SEE SPECS t.5 GPM t I ,,, VOC L I ITS. GU OPENING LIMITATIONS ......- -...... MUST NOT ALLOW PASSAGE OF 4"SPHERE _---. 05 50 a C 12 VANITY FAUCET SEE SPECS SEE SPECS 1.5 GPM 2 Ui 11 __--- SHOWER AND TUB -. _-. LANDINGS REQUIRED AT TOP&SOT€OM -� W I3. t/3 02 __- SEE SPECS SEE SPECS 2.0 GPM I ----. ----. ----. _.__ ...-... __. -_-. ....-. _Z Z Z Q PA14J'I"S TO9N₹ERIOR WALLS: FAUCET FLATS:50 OIL TS:100GIL -� MIN.LANDING SIZE 36`x38" t9 4 W ro GREEN SEAL STANDARD GE-I1.PARTS 8 COATINGS.3RD EDITION.AUGUST 1-.20,1 ... -. W ANTI RUST PAINTS .12..... SHOWER FAUCET SEE SPECS SEE SPECS 2.O GPM IDOORS ENERGY STAR ..i I j Q 2250 GA. EN SEAL STANDARD GE-it-PAINTS&COATINGS.3RD EDITION.AUGUST I .2011 02 L &550 GIL COASTQUALITY RULE 1113. STAIR WOOD L SEE SEE I ENCLOSURE CLEAR MAX. RISE 147"BETWEEN OR LANDINGS VARNISH: 12 RE B SEE --_, SEE SPECS t 3%Gt D ER: AIR .-. ARCHITECTURAL COATINGS --_. -....... -..... ........ ____. __ -___. _ DOUBLE 885W FLOOR COA 100 GIL 06 KIT SEE SPECS ',, SEE STAINLESS STEEL , LIGHT UGHT FIXTURE SCHEDULEcn SE :250 Gf4. 06 1 KITCHENFAUCET SEE SPECS SEE SPECS 2.0 GPM -. I _- z' WATERPROOFING SANDING:2'5 GA.. - FIXTURE MANUFACTURER MODEL L NTS QUANTITY Q ALL O "VERIFY FIXTURES Am Di-o ARCHITECTWURAL SE Al203 FIXTURES SHALL BE SHELLACS CLEAR.730 G/L PIGMENTED.550 GIL _--- Pt CAN INTERIOR RECESSED SEE SPECS SEE SPECS 0 STAINS:250 GIL THERMAL E LOPE REQUIREMENTS RECESSED 0n BATHROOM y "/' j j°q(y ACCESSORY NOTES: F2 CAN. SEE SPECS SEE SPECS 0 k.I.I ..1 BA I H OO ACC SOR I O f S. ._. TYPE -_ F3 CHANDELIER SEE SPECS BEE SPECS REQUIREMENT _f -- -.. C� "J -I SEAL ALL GAPS AND PENETRATIONS TCONS IN BUILDING ENVELOPE WITH LOW VOC SEALANT OR - __. _ ,4 SPRAY FOAM,ALL INSULATION SHALL BE FORMALDEHYDE FREE- - I. PROVIDE BI: FOR ALL ACCESSORIESAS REQUIRED F4 ISLAND PENDANT SEE SPECS SEE SPECS 3 B. --... .... --R-19 INSULATION IN CONTACT WITH THE SUBFLOOR.ALL BATT INSULATION SHALL BE UNFACED -.. ..- C 2. PROVIDE INSTALL PPR I EACH OF THE FOLLOWING BATHROOM ACCESSORIES: IRAISED FLOOR R-19 BATT INSULATION 14 2_ FS EXHAUST WALLINSULATIONTIONi F6 CEILING IAN Wrft.KtTKNT SEE SPECS SEE AN ow SPECS ow SPECS 2 A. T PAPER HOLDER OR INSTALLED PAPER G TO THE OUTSIDE OF THE___HOUSE. D. BAR CABINETERY I COUNTERTOP NOTES: III.R-38 BLOW4N INSULATKI PEP2 AC SPECffA TQ A M RECESSED CAT{WET ATTIC INSULATION DENSITY OF 3.5 LBS.PER CUBIC FOOT(CF). F7 RATE}) SEE SPECS SEE SPECS 0 I.2. IT VEOU BASIN ST'F S STEEL WITH GARBAGE 4'POS FAUCET WITH SPRAYER _ CONTINUOUSUN P8 O FL ,LIGHT SEE SPECS SEE SPECS 4 �-PSED LAMINATE WITH INTEGRAL BLE DISP ER AND 3. BAThROOM CABINETS WILL BE STANDARD GRADE IREFINISHEO WITH HARDWARE NO WOOD ....,-„_..., PRODUCTS ALLOWED OR MUST BE SEALED. SPECS 5 L 4. BA OPS WIL BE CUL D SINK 4"BACK RADIANT BARRIER FOIL INSTALLED AT OF ROOF f9 VANITY SEE SPECS SEE 5, BATHROOM WILL HAVE FAUCET AT EACH SINK. 6. BAThROOMS WILL HAVE A 6 SQUARE FOOT MIRROR AT EACH SINK. ROOF PLYWOOD ROOF SHEATHING PER STRUCTURAL.ROOF UNDERLAYMENT PER FBC- F10CEILING MOUNTED SEE SPECS : SEE SPECS f7 RESIDENTIAL .1.1.ASPHALT ROOF SEE PLAN E .ALL FIXTURES AND SWITCHING TYPES WITH PRIOR TO PURCHASE AND INSTALLATION -... FLOORING 1 MOLDING NOTES: tc ATTIC SPACE ,fT PER,50FT ROOF AREA.SEE CALCULATIONS ON RQQF PLAN --- ----- -------- ------------ --"-----._. ...---.._.. ..... ._.. .- (f} w WINDOWS ENERGY STAR QUALIFIED.SEE NOTES ON AI.1 BATHROOM ACCESSORY SCHEDULE "I 1. ALL ROOMS AND CLOSETS WILL BE STANDARD GRADE VINYL PLANK FLOORING -. -.... _. __ VINYL FLOORING SHALL BE CERTIFIED BY FL RE OR GREENGUARD AS LOW VOC. ( R DOORS ENERGY STAR tDUALiFIED DOORS ROOM DESCRIPTION MANUFACTURER FINISH C TS W 2. BASEBOARDS BE 3 WINCH MOP.NO HYDE WOOD PRODUCTS ALLOWED OR MUST BE 02 YOII-ET PAPER HOLDER SEE SPECS SEE SECS SEE SPECS AND INSTALL ONE 3. SHOE TO BE INSTALLED ON ALL WfTH PLANK FL G. _.. -_-. ___ CLOS ET s j' -._FL 5CC 2021# MEET REQUIREMENTS SECTION*0402.AND TABLE 8402.,.2 12 TOILET PAPER SEE SPECS SEE SPECS SEE SPECS PROVIDE AND INSTALL ONE U CLOSET NOTES, 02 ROSE HOOK SEE SEE SPECS SEE SPECS AND INSTALL ONE 8402 2020 CONTRACTOR REQUIRED TO COMPLETE F -2020 RESIDENTIAL BUILDING ENVELOPE APPROACH FOR THE APPROPRIATE CLIMATE Zi3NE. 12 SEE SPECS SEE SPECS. SEE SPECS PROVIDE AND INSTALL ONE I. ALL CLOSETS WS.L HAVE STANDARD VINYL-COATED WIRE MESH SHELVING 02 TOWEL BAR F SEE SPECS 1 SEE SPECS SEE SPECS PROVIDE INSTALL ONE ..- ; ("q py� ..... ..... ....... ... 12 T SEE ...._.SEE SPECS SEE SPECS PR ALL ONE 2019.15 DR ALL NOTES: A NCE SCHEDULE II FOR ALL ORIES AS REQUIRED ox. 81122 - BM I. 3 INCH SAG RESISTANT DRYWALL HUNG.TAPED.FLOATED,AND TEXTURED READY FOR P WALLS AND CEEJNGS. ROOM ITEM MANUFACTURER1 MODEL I FINISH NOTES '', 50as ay IF 2. ALL WET AREASAS REQU1RED PER FLORIDA EU1LDING CODE WILL HAVE WINCH WATER ROCK(GR RD)DRYWALLHUNG I ..... -..--. .... TAPED.FLOATED.AND TEXTURED READY FOR PAINT ONN WALLS AMDCEIUNGS.IN LIEU OF GREEIIlBOARO ESQUIRE CE BOARD I I FOR CON __.._ SEE SEE SPECS SEE SPECS) ON EQUAL }. �,1 INSTAL .ALL SHOWER WALLS BE AN ELTER OFINGA TO TILE -- ----_� --------- --_-_-_ - _- ___ ! Digitally signed by Ths nmrsims AN KITCHEN AVE INSTALL,AIL $ T MUST HAVE S WITH WA FREESTANDING ELECTRIC._- STANDARD OR EQUAL. KITCHEN SEE SPECS SEE SPECS SEE SPECSOVEN M • DOOR ONES: r --- MUST BE SELF Imbrie Packard yh ' I. ALL API?TRIM WILL BE PAINTED.ALL PAINTS SHALL BELOW VOC-MAXIMUM 50 G!L. KITCHEN .... SEE SEE SPECS SEE SPECS OR APPROVED EQUAL ENERGY STAR RATED P*.d C°I' * Date:2022.02.08 � � a S ALL EXTERIOR LOCKS WILL BE KEYED ( KITCHEN ERATO SEE SEE SPECS SEE SPECS REFRIDGERATOR TOP FREEZER 22 CUBIC FOOT STANDARD OR �e 3. ALL S WILL CONTAIN THE APPROPRIATE KNOBS APPROVED EQUAL 122:29:16 t ••.... 4. ALL IN HAVE 23/INCH TRIM.NO EXPOSED U HYDE WOOD PRODUCTS ALLOWED OR SEALED t --... __..... _. ...... ............. 06b00 5. ATTIC BE PAINTED PLYWOOD ACCESS PANEL PER DETAIL MEETING REQUIREMENTS OF FBC R60"". � WASHER SEE SPECS SEE SPECS SEE SPECS _..... OR APPROVED EQUAL ENERGY STAR RATED LAUNDRY DRYERSEE SPECS low SPECS low SPECS OR APPROVED.EQUAL ENERGY STAR RATED HOT YNATER 1 SEE SPECS SEE SPECS SEE SPECS ORAPPROVED EQUAL HEATER KITCHEN- 1 G } SEE SPECS SEE SPECS low SPECS 1/2 HP STANDARD OR APPROVED EQUAL *SUPPLY HOSES TO WATER USING f4MRES AND APPLIANCES MUST SE ARMORED.PEX OR METAL(EXCEPT COPPER) FIonda ROOF FRAM T ING.SEE r STRUC.TURA.L. ARCHfiS TJRAL GRADE ASPHALT ONEORGIA PACIFIC VINYL SlDINGENSTALLED PER SHINGLE ROOF OVER 30/FE T ONTRACTOR MAY(,BE A' EL PRODUCT bR ARCHITECTURAL GRADE INSTALLED PER MANUFACTURERS AN' j APPROVED3 EOEtAL. kSF'NA C S41/ I'D ROOF BISTRUCTONS OVER 3411 FELT ARCHITECTURAL.GRADE ASPHAs Y RADIANT BARRIER FALL ._. __ROOF/NAP NO SH€€JGLE ROOF OVER 3S#FE,T, INSTALLED UNDERSIDE OF SYSTEM SEE o) as PLYWO ROOF SHEATHHING INSTALLED PF-F.MANUFACTURERS ROOF SHEATHING STRUCTURA OL I tNSTR'UGZ₹DRIB \ PL`WOOD ROOF SHEPFu4NC STRAP @ EACH ROOF SEE SRUCTURA.L .t PLYINGO ROOF SHEATHING /1)t !\ R c A)F PIER Foot INS TALLEI)OF A SE SHEATH N ROOF SA-t£:A.THiNdG N-3S INSULATION CEILING JOIST.SE I —R-38 INSULATION Gkt.'V.DRIP E:F1GE ''" FRAMING P€APE GAC.V.6RtP EDGE ISC GYP-BD.CEILING =- _PRE ENGINEERED ROOF VINYL.FASCIA TRUSS SYSTEM I2}CANT.2r6 TOP P09e ES VINYL FASCIA BEAM WRAP ... ._SO ID VINYL SOFFIT VENTED VINYL VENTED VINYL SOFFIT 2x3 GOOD STOS J BEAM WRAPDETJL2 0 z @f8"OD'Au 1 -'�-(�' O > N } BLOCKING @ 48"MAX, .r - R-3&€hiSULATiOPS U Q 14 - h - -CE LING JOIST.SEE f� VINYL_SIDING if2"GYP.BD- GALV_[RAE N 1 d C PLYAJOOD SHEATHING �. 4..... ... \ FRAMING PLAN F,-1S BAT 4'ILtI,SULATE6Id f MOISTURE BFLRRlER „f... L U3 VI,fYt SfD(NG q� ! - - i/2 GYP.86.CES1.pM1EG z Z z VN SCA tl; yy C IYL FAI et x8 5J8"CDX PLYWOOD V2"C-'PP.BD. 2 TOP PATES 2x,S FE P€ATE MOISTURE BARRIER LAPPED SHEk i'HlNG `� —' ,l, OVER SELF ADHERED FEASN{gNG K 1x2 BATTEN INSTALLED TO W WOOD BASE SELF ADHERED FLASHINGINSULATION F 4/ /A-W/#I8 s2 MOOD SCREW 0-- LU 4,43 CIA e OVER WINDOW FLANGE ,� r @24 MAX.SFACENG '4 ccyy INE VFIT TO I� U7 Z INISH 000 F FL IJINYt..SIDING.SC FANNEIHEADER.'FE'TRUCTURAL BATTENS DO GALVANIZED ROOFING NAIL f/8" VE DVINYL SOF INSTALLED _.. SHANK DIA.,3l8'HEAD DA.,2.172"LONG. (' THROUGH FLAIL HEM F'OLES AND BP.TTEN AT =�-r' �" f° INTERBLOCKS PER MANUFACTURERS "° 2x4 WO0 TR(iSF PAhENTEr INSTRUCTIONS. ,BASIS OF DESIGN LS k*3 'rV GEORGIA PACIFIC TRIPLE 4'FULL VENT 1x WOOD TRIM.PAINTED Z SOFFIT Wr NET FREE fifR SPACE 4A.34 SO ORES SF CONTRACTOR TO PROVIDE SEALANT - :SEALANIT BASIS OF RESIGIN OR APPROVED EQUAL] ..,., ,1-CHANNEL Ui -- 4 VINYL SOFFIT AND FASCIA DETAIL4 E'- a 1tlr=a'- Lu -1 0-4 u. 0 SEE STRUCTURAL TYP. SECTIONVINYL SIDING INSTALLED PER nAN FAGST RUTCTeoa s ` �g 314" `-0' VINYL.W IN VJ '` / 2x6 WOUQ STUBS r-c. BLOCKING @ 43°MAX ! 0 WN MOISTURE BARRIER ! Q l M ?IZ"GYP.50. BATT INSULATION �+0 SEALANT SG`CDX OT SHE SEE STRUCTURAL .{ ©w Iz WOOD TRIV PAI#ETED NOTE:'AMYL SIDING DETAILS ARE BASED ON GEORGIA I/} 1x4 W OOD TRIM.PAINTED ( PADFIC VINYL SIDING.CONTRACTOR MAY USE _3 SPECIFIED PROtYUCT'OR APPROVED EQUAL.. I,. R-19 BATT INSULATION 1 w 1?HNYS..SID4PNG 3-CHANt-/Et `�,� (< -H LL VINYL SIDING /'��:. V2"GYP.BID. 5,'O-",J SELF ADHERED FLASHING SET - �:J: ....-- CD O V EH AID 0//F 01,5 FLANGE CD PLYWOOD SHEATHING Z --' 015TURE BARREN SET FtEHIND VINYL SIDING - ( ti M SELF ADHERED FLASHING VINYL SIDING DETAIL4 \ "s{ MOISTURE aAReLER APPED 1( WINDOW HEADER AND SILL DETAIL2 GVER SELF ADHERED FLASHING 1 112'=1'- SAIL F ADHERED FLASHING I _ R-191NSJIAT[ON aEFATTA IONVER DOOR FLANGE'. - 6 WOOD STIDS >bEN'fL SD€NG INSTALLED PFftNYL SIDING LCHAANUFACERS NSTf2UCT/ SEADER.SEESTRUCTURAL DOORSET IN BEDOF CK€ING@48"MAX x'EALAAT.REF.L FG.SPECSSUL "GYP.SD. 'm-. ?A13.75 4 WOOD TRM.PA;ikED FNISHFLOORSYSTEMSEIL Al 4f? 2U?? z"SELF-A pIEREDF AS MG STRUCTURALSLAB. RRIER VxPPGD -. UCURAL - / R-19 BATT INSULATIONOOD TRM.PAINTED SEESCRUCTLrRAINISH FLUORSYSTEM /R METLFL S . . - R' SLAB.SEF_ MOISTIRS __- "h'OOE)BASEALANT - SEAAA1 S 'L SIDNG STARTER,SarvT(OAL FLASHIM1 _ —. i ( Si{ FIEs9f OVER SLAB E€3GE T •. i PtckmO ar C 9 VINYL SIDING — -��$�� DOOR.SEE SCHEDULE ' > `�'L(#Yi.Packard u,a ANY SIDING...... ._..._...._.. ` cuys STARTER STRF' €i r 2.08 "4 # 'R Ftztaoal& VtNYt SIDING #O©R HEADS_ GAL'd€tEPd% __ - METAL FLAS€ING STRUCTURAL. I 2 DOOR THRESHOLD_@ PORCH DETAIL2 9 VINYL 9 SIDING PORCH DETAIL2 VINYL SIDING BASE DETAIL2 , 7 A-5 SS.CURTAIN ROD QLYEW 6 S . . W±RECEIVER CUP ,✓/° DAW IED LEAVES NC 0/ FRONT VIEW 3' aI _. F`ULL REINFORCED BACK€PIG REASONABLE ANTI CCESSI ILI NOTES`� /Zl ' -₹6"/401? ��rr 1 f'���,7'. SS GRAB 22 X 1 IA a �� '' ,,., 4. ALL CONSTRUCTION SHAM COMPLY WITH THE 2020 FLORIDA CODE—RESIDENTIAL �'n 1 BAR SS.GPAS BkR x /� � l PFs" OUTLETS MIN 15" F' / F.EIN'OPCE STAtdON 0 STAPtDA€C C--RIDE /�� V€NIL PLANK .-.. 3. ALL LIGHT SWITCHES.THERM4 TASTAT.CONTROLS.SHALL BE INSTALLED AT HEIGHT MM W FROM FEE 26"A 21"FRAMELESS _ I��/�l /�r, D BACKING CgPct3ET SADIILE AND MAX AIR FROM FEE HOPE FOLD UP SEAT M � %rte/ `,.; STANDARD_.. FLOORING. 4. ALL DOORS SHALL HAVE MIN.32'CLEAR WITH LEVER.DOOR HANDLES.PULLS.LATCHES.LOCKS AND -_ = f�i OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES{864 MM)MINIMUM AND 48 INCHES(1213 .. a �``i�; P DEE MM)MAXIMUM ABOVE THE FINISHED FLOOR. -- F /�' %/ f 'L✓ q 5. ALL GRAB BARS SHALL BE BRUSHED STAINLESS STEEL WITH 34 BL.{DCIGNG INSTALLED WITHIN WALL. 8. ADA COMPLIANT SHOWER ENCLOSURE SHALL BE BARRIER FREE SINGLE PIECE FLOOR&WALL ..__ ASSEMBLY INSTALLED PERMANUFACTUREWS INSTRUCTIONS WITH THE FOLLOWING FEATURES: A. ADA NT GRAB BARS NON GT EASY BASE EASY EASE S. PRE-LEVELED EASE C. SEAT /. STANDARD D. HAND-HELD SHOWER ASSEMBLY WITH SLIDE BAR t GRADE PAD E. BUILT-IN SOAP DISH SIDE VIEW F. CURTAINROD g - DASHED LINES 2-8 4 3/' BIDE VIEW TOILET SHALL BE ADA INCYICATE /r,. r B. THE TURNING SPACE SHALL SEA SPACE OF WINCHES(1525 M M) R UM.THE SPACE f4tl.€.b`` i gr SITIC?Pf CSET/�IE. ...... 9. SHABE LL SLOPE CJF RAMP 8HALRMITTED TO INCLUDE NLEE AND NO7BE TOE CLEARANCE THAN 1:4a.COMPLYING WITH 306. to REINFORCED 10. SPACING BETWEEN DECK SHALL BE 118' BECK RE, rfi' ASP HALT SHINGLE Z Z ROOFING OVERLAPPING 4 ? 004 4 REINFORCED ref ti V Q PIPE Baal aELOW as BACKINGPIPE PEPNETRA.TION CAULK JOINT 06 (D 4 C " -� ROOF UNDFRLAYMERJi AT ROQF DECK I3AGKSPL A BH COUFETFATOP EASE ALL C ADJUSTABLE RUBBER ROOF FRAMING I EXPOSED F_DOES 41 c VENT PIPE FLASHING z Z Z® HA MRUM BASE . OVERLAPPING z t) G3 SHINGLE BELOW WI'- 0W mo 0�yy SINK COORDINA!"� C4;O i3t O - s CLEARANCE rp BETWEEta 5iFiiE k(36 M4LLWar'24 � Z" � Z r TOP VIE%6 SERF SIDE VIEW SUPPORT PARE } fL' 4 4 IS REMSY�f,^,BE.E PANESOFY 374`P}.YWOODW7 DECORATIVE PANEL FACE PPATCHN MILLWORKTHROUGHOUTHOUSE '.. f3ARC STICK 314"PLYWOOD ATFXPOSEDSRFC£5 't.,. PPORT CLEATSNND FRFA11 KNEE CLEARANCERENFRCED - ,BACKING E'TPt MX24 REINFORCE6 A A/ ET AT °BACKNG{LDDl' JER FOR scnir ROOF PENETRATION DETAI I_ sUPPOR Ts er cl-+aRED r\ = a Lt S RE 'F' MIN. O g� ROLL-IN SHOWER ' 0 Ili a 3!8' l'-0" 2 ._R VANITY A# 1 t =t`-0� 7 1/2' 112'PLYWOOD -- /... ROUGH OPENING R-39 BAIT fNSU₹ATION DAM X ACCESS PANEL ROfrBF�aJSS ND ROOF TCK BE-RNEEN / S SEE PLAN RD H / COUNTE RIO P F SPACED 24"ATTAC}4E0 EXPOSE)Fb6gE'A ES SFS ASH BARRIER TO OVERLAP 1 SAFE AT WINDOW HEAD \ .T CUT AT ANGLE A i^JI T tI LUS26 FACE INDICATED , A MOUNT HANGER f I r�-r 't r .� _. ^'02✓-' r ,-ter. i` �, \.. SINK/COOYTOP.COORDINATE (} ,,LEA LANCE BETWEEN WEATHER STRIP SEt PA DHERED FLEXIBLE FLASHING ( GYP.BD.CEILING EC}UtPMFNT AND MILLWORK "`'y,-'�".,, ✓ y`- r �`" GASKETFOR AIR SUPPORT PANELS � ( ~ IX2 PAihTE { AIR LA DT€W , I O STOP REMOVABLE PANEL OR 3/4FA PLYWOOD PANTED,/4 3310 — `"'*.. IWJ DECORATIVE PANEL FACE MATCHING SEA PLYWOOD ACCESS m Z MILLWORK THROUGHOUT HOUSE I ( PANEL ,,;BI j s SUPPORT CLEATS AND FRAME { � KNEE CLEAR ANCF I i i I t r - TOE CLEARANCE X I FLA INCG 8 ATTIC ACCESS I Max.' I//N, 2019-IS ASSEMBLEDCORNAN PATCH 'AIY214&r2422 .h,( \' 314^PLY'7#OOD AT ENDS,AND °"� ZP i ` SC#L PAN F?AHSI WINDOW/DOOR it} t} �+W p �yORIF ii#C'fiTiJ Y'f VOOR c7 I �( F.LL EXPOSED Sk1RFAGES a.«x�ses c[ rt ( R HOURS ES ' TBEWEi s fir. iP' T 48`PEKNMECE EDG DI ; a= `� ii) fl{ r (:ADA KITCHEN COUNT 1 i Date: 2022 / Li OF LANGE DO NOT FLASH OVER ' 1 5t" t tf" " t*1' ' 2." � � 2 4 7 2 LADHERD EXB LSI e]eun4c9' SEF E FLILE FAHNG --" a s { 84TTOM Nt SING FLANGE CAP a VEN'YL CCsE.U#*2«c!WRAP GRAB BARS CAN HAVE CIRCULAR OR NON-£IRGULAR CROSIO --- ..G 4 P"9"4'OST ROLL-RS HOYdED \ I SECTIONS BUY MUST HAVE R£lUN(JED EOfsES.THE 1 THRESHOLC5 CLEARANCE BETWEEN THE GRAB BAR ANO'NALL.NS NOT A SECTION 4 rt MINIMUM BUT Al RBSOLU TE DIvSENS€ON TO PREVENT" ENTRAPMENT GRAB BARS CANNOT ROTATE WITHIN F€TTINGS. VINYL COLUMN WRfiP WINDOW HIND DIAGRAM THE STRUCTURAL STRENGTH OF GRAB BARS MUST WITHSTANL a VERTICA OR HORIZONTAL FORCE OF 2 s6 CBS.AT ANY PO NT Vt'4 COE-1 MN W RAP S a REFER TO MANUFACTURERS GUIDELINES FOR tNS'fALLING WINDOW. (NT 04554 AR,FASTENER.Mf}UPbTl ROLE!ICE.CSR BASE .. 2z INCLUDING THE ADDITION OF FLEXIBLE CORNER FLASHING, SUPPORTING STRUCTURE. -WINDOW D DOOR FLASHING DIAGRAM 3GRAB BARS f 1'SECTION 4,,ROLL-IN SHOWER THRESHOLD ELECTRICAL LEGEND at F8 SPECIFICATIONS: SQUARED 00 OR EQUAL PAN g pA MAINS:LOCATION' MLO FE°rQ.} PANEL- ).v3 PENDANT LIGHT FIXTURE AMPACITY: .._ 200 AMPS.... .- .... .-.. ... ../-./P9 WALL MOUNT FIXTURE VOLTAGE: 1201240V.iPH 3 WIRE -.. .-- ... ..-. MOUNTING, RECESSED F10Q F10 ft EXHAUST FAN AMPS POLE -_ .... -. .... TOTAL SIZE GRD SIZE DESCRIPTION CIRCUIT No. CIRCUIT Na DESCRIPTION I GRD SIZE WIRE SIZE TOTAL 30 0110 2 VA POLE I AMPS c ; ��vs I ...._VA WIRE SI... 30 2 DRYER 2 5984 10 � 10 1 1 T �� �� ve MOTION SENSOR FLOOD LIGHT AHD-t 25 2 ` 10-.- 10 --. 5 6 III 10 T --. 10 10 &500 2 50 h .� l 25 2 t0 70 Y 8 �._ -10 t0 2 SO t 2 6506 10 10 9 10 SPACE ! ws CEA.IN£'i FAN W!LIGHT KIT WATER HEATER 30 2 10 10 II 12 SPACE 20 1 720 12 { 12 RECEPT FRONT ENTRANCE 13 14 RECEPT LIVING ROOM 12 12 720 t 20 20 1 900 12 12 RECEPT BACK ENTRANCE 15 16 =RECEPT,LIVING ROOM 12 12 "20 1 j 20 P€tGVtDE FEE TA : 4 f6;~a ,,^-"� <+ COMBO SMOKE&CARBON MONOXIDE 20 1 900 12 12 RECEP7.DINING ROOM V 18 L,T.S.MASTER EEDJKITCHENILMNG 12 12 6 .... . 1 20 4 CONNECTION FOR t, " FI0 ! A 5 .."�,. DETECTOR Z(3 -.. 1 1250 12 12 RANGE AND RANGE ,. .._._ 12 12 If I ZO RE4;EPT.MASTER BEDROOM 19 20 L.TT.S.S B�RWPANTRY HOOD VENT '° 20 1 ..-920 12 12 RECEPT.ILTS TER BATHROOM 21 22 L,T.S. FLOOD LIGtTCS 12 12 6 1 20 CC ORft2tdATE F if ["� F I y7 O°'°CE MOUNTED FIXTURE 20 t 1260 12_ 12 RE , ... OM#1 .. 23 24 APPLIANCE 12 12 1500 t 20 APPLIANCE 20 1 .._1264} 12_-. _ 12 RECEPT. #2 _-. 25 r 26 SMALL E 12 12 1500 1 20 SELECTION ! _u I y -- , " W ISLAND PENDANT FIXTURE 1 .__ r, SA4AL1-APPLIANCE 12 12 i566 1 20 t— E cj '� ; -1, C 20 1 360 12-.. 12 RECEPT.LAUNDRY ROOM _. 29 36 _. ____ _ •J W PROVIDE 0F4 20 1 84fl 1Z_.. 12 RECEPT RTS GUEST BATHROOM 2" DISPOSAL + 12 12 15W 1 j 20 �JELE T'I CAL 2Z OUTLET F 25 ___ _ .. 32 32DISHWASHER 12 12 1500 1 20 W D€5HWASHERAFOR AND 3 Ftb `D6 `-'Ft4 l 1 3E'A 12 12SPACE PUMP - 33 ( _£ 34 j REFRIGERATOR _-12 12 ¶20D.. 1 J.._ 20 ! O a 099 GARBAGE DISPOSAL ..._--.._.__ ` \\. } _ _ SP _ _ 1 _.W AVE 12 1 12 2 1200 1 20 4 0 O 6 IJ COORDINATE•WITH ' DUPLEXOUTLET 12 1500- 1 - 20 APPLIANCE S SPACE _ _ 39 40 SPACE _ - _ I j � SELECTION A AIR HANDLER LOCATION. - '`� GFCI OUTLET 1 SPACE 41 42 SPACE I � W �- 03 i o -I-m - - -_ -ECTIGN ANDcca /o,, oraz { ...� "i% . � l tb cwv GFCI WEATHERPROOF OUTSET --. I PM EL'f'4 NON SG SIMULTANEOUS 2 L0ADN 100% T Z tt f MANUOSCONNE TPND Fd10 FS g s -. NOTES, _OF z DUPLEXPLOOROUSLEP GA #3 4 3 ..._ __ ._ ._ p, LNG.. {}G li: �, co T— ... FIG cGCE DERVIItE@FF! CALCULATIONS L PER tie z SI �v F9 SINGLE POLE SWITCH EL FS `s. TW4WOLE SWITCH (SOFT) = 1.516 I F3 GENERAL LIGHTING LOAD 3VA PER St2.Fi 4.542 Ct RECESSED DISCONNECT ELECTRICAL. IAN TOTAL GENEF2A1_LOAD 44.102 VA LOCkNOht ... .... -. ___. + __ _. __. + __ -- r O 0 CONDENSING UNI 0'ATON. 1 RECEP.1st 10,000 VA @ 1000,6 - 10.Ot14 @ 106%= 10.000 VA Lii -JIG +, N - CO aaaiiii rt _ --. --. __ -- ._ --. - 0 cca i s crc�1}, DISCONNECT PER CO6E AND w ,[Qrye �y " F6 ANUF T RFNSI STRU TONS REST @40% 34,102 40/= 13.641 VA III CL C3 {xt"` lo" - PROVERS DISCONN F6 EDT .... Y 1+()J ) OFT ONDEt15iPIG UNIT AIR CONDITIONERS @65% 5.984t /e= 3.890 VA ( Q ._. — = /o= VA I+UZ t0 Il a- Flt₹ 50 GACLON OTHERS 100% ELECTRIC Wk.FER ..- G rT (I,}HEATER L'JCATk€JN_PRL)VtDE : ! /�+��.. POWER CORRECTION"RD DISCONNECT PER T MANUFACTURE"AND COLE TOTAL LOA{# I = 2-.S30 VA F6 ;', F10 .:-azw y,cva 4'' i PB CURRENT PER PHASE I = TOTAL LOAD(VA)I(24OV) cvc > — xm?,-- 115 AMPS F10 t0F14 VERIFY ALL EQUIPMENT LOAD.BREAKERS AND WIRE SIZES PRIOR TO INSTALLATION ORDERING OF MATERIALS --.-. .._..- NOTES:LIGHT LNG ANT)C7UTLET LbCATICTN PLAN ELECTRICAL NOTES: 1w j J$ =1-0' I CAN OR TELEPHONE CABLE SHALL NOT BE ATTACHED TO THE SERVICE MAST. 2. FOR.SPECIFIC HEIGHT REQUIREMENTS&CLEARANCE.REFER TO N,E.C.AND 1. ELECTRICAL WORK SHALL BE DESIGN BUILD BY ELECTRICAL O LOCAL,.CODES, ELE R : CTiNR. LV 3. SERI/ILLS RISER SHALL EE/MIN MD 20 RIGID ME CAC CONDUIT 2. ELECTRICAL CONTRACTOR SHALL BE LICENSED AND RESPONSIBLE TO 4. SERVCE RISER MUST WITHSTAND 2W LED OF CONTINUOUS PULL- (3}$70 6viF.,Ct CC%PPER.THVJ fiP 5. MAXIMUM CONDUI T HEIGHT ABOVE THE ROOF IS 41Y". MEET RICAPPLICABLE TOR TO COORDINATE $r CODE LIGHT FIXTURE SSCHEDU.E (3}-2:R MGM.ALUMINUM.FAA 3. ELECTRICAL CONTRACTOR TO COORDINATE ELECTRICAL DRAWINGS SERI CE EF RJsnlcE WITH ARCHITECTURAi,...S.TRUCTURAL.AND MECHANICAL DRAWINGS. CONTRACTOR T$RESPONSIBLE TO COORDINATE ANY DISCREPANCIES DESCRIPTION MAI4UPACTURER MODEL COMMENTS QUANTITY FOR 200 AMPS 'E" 240 AMP PANEL iFIXTURE .-� 12C 240V. CONDUCTORNO. AND NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK zG-3 WIRE , 36" 4. PROVIDE SERVICE CONNECTION AND PROPERG _____---___ ....... ................ .. .__ .......... _.--- -___. M.C.ClA2 POLE SERVICE DRC7P BY G.0 C r ,- .-ate' MEANS OF P.TI"ACFt*.TENT AS RECESSED WIN 5. PROV#7E.ALL WIRING AND EQUIPMENT FOR ALL FIXTURES AND 3 IN SEE SPECS SEE SPECS 0 GA//T YPE REGUlSES BY THE NEC CAN GAL.VANIZED PIPE P 1 ELEETRI NT ATED IN ARCITHECT2NtAL MECHANICAL.AND axAms f15-IS I t , ELECTRCAL DRAWINGS PER CODE. — — _ (2}' 6RAKER ?e'er* 6. NOTE THA'TELECTRICAL OUTLETS INDICATED O1 DRAWINGS ARE F2 EXTERICk?RECESSEDCAll SEESPECS SEE SPECS 0 02/06(2022 1 2012 411/f1/✓.3 WIRE I •-- ' 48 SHOWN AS A DER FOR EQUIPMENT LOCATIONS OR SPECIFIC ELECTRIC METER WITH �$ a 4 MAX REQUIREMENTS TO THIS PROJECT.OUTLETS SHALL Be INSTALLED _— IF LID„HTING ARRESTOR '- -.`` 58"MIN F3 CHANDELIER SEE SPECS SEE SPECS 1 PROVIDE SUFFICENT N MBER THROI30RN TAS REGNflRED SYCOflE WHETHER INDICATED ON THE ____ay SEE PIOTE 3 CIF PIPE STRAPS T O SECURE PLANS{'T NOT. --___ ___ _.____ .__-_. CONDUIT TO W II AS REQUIRFD 7. COMBINATION SMOKE AND CARSON MONOXIDE DETECTORS SHALL BE P4 ISLAND PENDANT SEE SPECS SEE SPECS -_._ 3 _.-.NG AREA IN THEI FOR CONSTRUCTION ...... T° i 3 ... OR/0 WIC LE 40 P R I, M#NEhliUF2 6F TUYO IMSTMEDIY ATE TQkfiCNTYE LUN EACH SHALL EACHAPPROVEDADDITIONAL DIT -.__- _ -___ INSTALLED SEPARATE j MCP I3 314 NCM.,bPPE.R THUD 1 -..I S₹5TRY OP A ACCORDANCE ,ALL BEDROOMS DETECTORS SH EACH Ii AND'S PS EXHAUST FAN SEE SPECS SEE SPECS Digitatli '`2"'7 ooio I'.. (3x2.40 MCM-ALUMIF UM, -_---———— — -__-. ----__ I-___. -------- ter+ r� P108,4 �. .... SLSTT0 4 OF METER& - b TH%N&{1}-84/ROUND a � INSTRUCTIONS.RE SMOKE DETECTORS SHALL RECEIVE THEIR 1'G4. ... o"G MAIN DISCONNECT PANEL ,. .-i .._ ..� PRIMARY SOURCES THE BUILDING WIRING.AND WHEN PRIMARY Y P6 CEO.TNG FANWf EIGt1T KIT SEE SPECS SEE SPECS s MUST'BE ABOVE BEE MAIN DISCONNECT PHNEI.OUT54DE - .. .. ..131 PTED.SHALL RECEMVE POWER FROM ABATTERY. _.._._____ 1 ....... .............. 1._..... ..._.. -A$-Prm 'Ai att�one V ¢,� 200 AMP 240V.2 POLE-SIN SERVICE PER N.EC.& iL -. {{ rDte )-/q-t/O DISCONNEC IVEPAA TYPE 3R LOCAL CODES I� -. Ib1ETER BASE PRCtViGED AND COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE RECESSED CAN(WET SEE SPECS SEE SPECS ''1T' e O INSTALLED INSTALLED PERSECTIfN4SR314 AND 8315 OF THE 202OFRC RATED) Z�j;..,,,_R 2LVT GALVANIZED PIPE FOR MINEMUM {"- 6. ALLLUGHTING FIXTURES SHALL BE ENERGY STAR QUALIFIED FIXTURES — — — 22 )33 _t(q) EC3 FS EXTERIOR FLUOR LIGHT SEE SPECS SEE SPECS a '" etecv t3}AO RICH C€3PPER_TH W Ct EARAN(;ES 9. ALL LIGHTING FIXTURES SHALL BE LED AND INCLUDE LED BULBS OR ... A L T SHE - FFE 45'PROM SHALL __... -___. ... .____.-___—— _ __. _..-.- .. . I 10. ALL OUTLET$SHALL BE INSTALLED MIN.15'PROM FEE PEPS P9 VANITY FIXTURE SEE SPECS SEE SPECS ' 5 -� � 41. ALL LIGHT SWITCHES.THERMOSTAT.CONTROLS.sHt+u.BE INSTALLED I __-- — --- — {3 250 MCIv1.kL€7E7iNUM.TNYV 12. PROVIDE POWERO ERTICAL PLATFORM LIFT r i 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANTEDPER MANUFACTURER'S ` F10 -_ « .-_ SEE SPECS SEE SPECS _...._.._.._.... 17 7` CE1LINCI MOUNTED PIXTURES NDY Y� 1#2 WIRE TO MAIN DISCONNECT PANEL FROM III .-...... 15. ALL 120-VOLT,SINGLE-PHASS 15- SHALLAN 2#_ ...E BRANCH CIRCUITS ALL S TO PURCHASE TV 0- COPFER (T+WOL GRCsU7(DING Rt365 --... ._ GLOUN6IFIGRGDS,AT LOT FAMILY$OR LIVING T 7 PARLORS.UBRARES,DENS LEAST 6 FEET APART r_ ___ ___. _ #4 SOLID COPPER .BEDROOMS, MS. ROOMS . 9 CLOSETS HALLWAYS AREAS WIRE TC EARTH . ; OR ROOMS OR, GOU ; SHALL BE PROTECTED BY R ND ROD 16. CONTRACTOR SHALL ELECTRICALLOAD CALCULATIONS AND ANY ADDITIONAL ELECTRICAL INFORMATION TION REQUESTED BY PERMIT Z}OVERHEADELECTRICAL RISER DIAGRAM CAL OVERHEAD RESIDENTIAL SERVICE INSTALLATION DEPARTMENT NOT SHOWN IN DRAWINGS. 3/8 =1'0' 31&"'1'-0 '1I a MECHANICAL NOTE: FLOOR PLANS ON MECHANICAL SHEETS MAY DIFFER SLIGHTLY WITH ARCHITECTURAL. MECHANICAL SHEETS ARE DIAGRAMMATIC A M MATIC TO INDICATE SIZE AND APPROXIMATE LOCATION OF MECHANICAL EQUIPMENT. FIXTURES.AND COMPONENTS. w ZLU if E S c TERMINATION WALL �J WIDAMPER ® F i II 3 i� ....8X4 EXHAUST GR8.4. 0 I V as 24I8 I r x . P lEaGRI LL �I CO 7 i g ii .ri J i f ems ;,' Y i ' 8X4 EXHAUST GRILL - i' �• r "ice- { I1.I ;.a. 4O DRYER VENT UNDEPiOOR jDRYER VENT GAP . v.gau wumtw 2019-S 02/05/2522 zp FOR G. Digitally signed by of COOLING HEATING DUCT SYSTEM UST.VENTILATION PASSIVE RETURN DUCT SYSTEMS a 1f4 =V-0' Irnbrie M Packard Date:2022.02.0 `2231:01 -06'00Re '' Florid " m -1 A/C DUCT WORK SPECIFICATIONS HVAC ABBREVIATION LEGEND ND AHU MR HAYxt I NG UNIT FLEXIBLE DUCT DUCTWORK CU CDM4BNGUET HVAC NOTES: CLASS k FLEXIBLE DUCT WITH OW OUTDOOR MR WIRES CLASS VAPOR.IAcotET, 1, DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION M603 OF THE 2624 FLORIDA BUILDING CODE. SEVER OUTDOOR AIR DAMPER S-V R $ 2. AIR CONDITIONING DUCT SYSTEM MATERIALS SHALL BE BASED ON THE FOLLOWING: MANUFACTURER RICO MODEL GENERAL NOTES • FLEXIBLE DUCT WORK-BRAND-ATCO#0301 UL 181.CLASS 1 AIR DUCT WITH REINFORCED METALLIZED POLYESTER JACKET WITH WIRE HELIX oa oDTDooR MR #536 ENFORCED AIR TIGHT INNER LINER INSULATION SHALL BE R-4 SF EXHAUST FAN r 1, ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS&THE FLORIDA BUILDING CODE 7th • RECTANGLE DUCT-GALVANIZED METAL DUCT WITH R-4 UtN£D INSULATION. ON DEtit#IDIFIER .. EDITION(2020) 3. ALL DUCT SIZES LISTED ARE NET INSIDE DIMENSIONS. OP CODENSATE PUMP f 1 2. MECHANICAL DRAWINGS ARE SCHEMATIC IN NATURE&ARE NOT INTENDED TO SHOW EVERY MINOR 4. ALL.DUCTS AND PI,ENUMS SHALL BE MADE AIR TIGHT.DUCT WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE m ZONE DAMPER CURRENT EDITION OF CHAPTER 13 OF THE 2020 FLORIDA BUILDING CODE METAL DUCT ROUND DETAIL.THE HVAC CONTRACTOR SHALL INCLUDE THE FURNISHINGS OF ALL LABOR AND MATERIALS TO S. DUCT LEAKAGE SHALL NOT EXCEED 8%OF THE RATED AIR HANDLER FLOW. BD BALANCE DAMPER GALVANIZED MITrAL SNAPLOCK COMPLETE THE AIR CONDITIONING.HEATING.AND VENTILATION SHOWN ON THE DRAWINGS TO INCLUDE. 6. FLEXIBLE DUCT SHALL BE EXTENDED TO ITS FULL LENGTH,EXCESS DUCT MATERIAL IN A RUN SHALL BE LESS THAN 5%. 7 THERMOSTAT PIPE WITH SILVER BUT NOT BE LIMITED TO THE FOLLOWING: 7. FLEXIBLE DUCT SHALL BE SUPPORTED AT MANUFACTURERS RECOMMENDED INTERVALS.BUT AT NO GREATER DISTANCE THAN 4 FEET,MAXIMUM DUCT WRAP. PERMISSIBLE SAG IS 1!2"PER FOOT OF SPACING BETWEEN SUPPORTS, DHC D CATION CONTROL R-VALES_$ • PERMIT FEES 8. FIRE DAMPERS SHALL BE INSTALLEDIN ACCORDANCE WITH,SECTION 718 OF THE 2020 FLORIDA BUILDING COD£. AF HP-FILTRATION R:CERT D • ALL AIR CONDITIONING EQUIPMENT 9. DUCTS TRANSFER GS T RATE RESITAAtT-RATED ASSEMBLIES E NOT RE BY THIS SECTION TO HAVE o� SA SUPPLY AIR SOFT TOUCH EXHAUST FANS DAMPERS.SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2020 FLORIDAG CODE z 1 "' PA I1ETURN AIR 10.SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE SECTION OF 2020 FLORIDA BUILDING CODE. • SUPPLY.RETURN.VENTI:ATION.&EXHAUST AIR DUCT WORK {SIZE MB • SUPPLY AND RETURN DIFFUSERS AND REGISTERS.DAMPERS.WEATHERPROOF VENTILATION& Imo, EXHAUSTLOUVERS DUCT RECTANGLE • AIR FILTRATION;MINIMUM MERV-8 I" J W DUCT BOafED BI.acI • THERMOSTATS.CO2 RS,SHUT N SWITCHES& TED CONTROL WIRING 6) Z MAT R-VALUE=6 • EQUIPMENT SUPPORTS.HANGERS.&RACKS Z CM 0 } MANUFACTURER CERTAINTEED • CONDENSATE DRAIN PANS&PIPING CO Q m REFRIGERANT FIELD COPPER LINE SET&PIPING °8 to o C ALL DUCT DI LISTED INSIDE ARE LISTED IN 3. ALL WORK SHALL BE PERFORMED BY A LICENSED HVAC CONTRACTOR CERTIFIED IN THE STATE OF CONDENSATE DISPOSAL INCHES. FLORIDA, IB — ADD IT TO EACH DIMENSION FOR OUTSIDE W u- D) SI DIAMETER 4, TH€HVAC CONTRACTOR SHALL VISIT THE JOB SITE.MEET WITH RELATED TRADES.&FAMILIARIZE 1, CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. z z zd O E THEMSELVES WITH ALL CONDITIONS RELATED TO THEIR WORK. 2. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED.CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 c5FLEX at: DI 5. ALL EQUIPMENT MATERIALS SEAS SPECIFIED OR APPROVED EQUAL. CHANGES OR THROUGH 307,2.4 OF THE 2620 FLORIDA BU : 2 LOO 0 DUCT TO METAL DUCT CONNECTION DETAIL 3, ALL P CONDENSATE LOCATED WITHIN THE INSIDE OF THE BUILDING BE INSULATED TO PREVENT W csO OP THE DRAIN LINE, UI w 0 CM '+ DEVIATIONS FROM THESE BE APPROVED BY ENGINEER OF RECORD _... _ 6. AIR CONDITIONING EQUIPMENT NOT .DON A.R.I.CAPACITY RA 4 CONDENSATION AND EMERGENCY CONDENSATE FORMING ON THE EXTERIOR SCHEDULE 40 PVC. Oi T FOR PIPE CE D R COL BUT RAT C DESIGN S. N 5 Lu WITH Eat GASKET " DUCT _ 5. AUXILIARY CONNECTION AT THE EVAPORATOR PAN SHALL INCORPORATE AN SAFETY CUT-OFF SWITCH, to _ SHEET METAL TO Pi D��Iw IONS OR CHANGES THESE THAT MAY BE REQUIRED BECAUSE OF CONTRACTOR 6, AIR HANDLERS SHALL INCORPORATE AN EMERGENCY PAN THAT IS PIPED TO A CONSPICUOUS LOCATION AT THE EXTERIOR SEAL WITH o46$SILVER TAPE& ax ER STRAP OPTED REVISIONS.SHALL BE COMPENSATED TO THE ENGINEER OF RECORD BY THE REQUESTING OF THE BUILDING OR INCORPORATES A SAFETY CUT-OFF SWITCH, (�! Ss MASTIC AIR SEALANT FCEwBLEDUCTIEVERY j CONTRACTOR. 7. SLOPE HORIZONTAL CONDENSATE DRAINS S A MINIMUM OF 114"PER FOOT. OUTLET TO OF DUCT 8, CONDENSATE SHALL BE CONVEYED F PAN AN APPROVED PLACE OF DISPOSAL CONDENSATE T'METAL 4 3 8. FOR QUESTIONS REGARDING LOAD CAI. ENERGY CALCULATIONS. C. ATSACHEP83OF -I- 6# ORE T CONTACT STROER.CALCS-PLUS.121 BLVD. NOT DISCHARGE INTO A STREET. .OR OTHER LOCATION AS TO A NUISANCE IF NO LOCATION IS METAL 16. VENICE.FL 3425.941-488-1-(I# AVAILABLE. A D. L f 4FL AIR DUCT METAL --- __ 9. ALL,. S PROVED TESTED T START-UP. DUCT-GALVANIZED METAL __- -- 9. E OR MECHANICAL OPENINGS SHALL BE COVERED Rd 4I.Id PIPE. 10. ALL LINE PAN SAFETY CUT OFF CONTROLS SHALL BE TESTED UPON EQUIPMENT START-UPKB SNAPLOCK CONNECT FLEX TO METAL DUCT OCIC SEAM Sl OG -. PROTECTED CONSTRUCTION TO MINIMIZE DUST CONTAMINATION THE DUCTWORK WITH OEM SILVER TARE. SILVER TAPE.EXTERIOR MECHANICAL SYSTEM,MATERIALS SUCH AS DUCK MASK.RIGID FOAM INSULATION.DUCT BOARD OR PANDUIT STRAW&#9 MASTIC WRAPPED -' OTHER MEANS ACCEPTABLE TO SEAL THE OPENINGS. AIR SEALANT INSULATION SHALL BE R.a. LL SPLIT SYSTEM AIR CONDITIONING EQUIPMENT —Q 7 A 1. CONDENSING UNIT SHALL BE INSTALLED AS PER SECTION 304.1 AND 304.2 OF THE 2420 FLORIDA BUILDING CODE. 2. CONDENSING UNIT SHALL BE LOCATED ON SLAB ON GRADE.TIE DOWN WITH FBC APPROVED HURRICANE ST 3. CLEARANCE AROUND CE SIDES OF THE CONDENSING UNIT SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. CLEARANCE ABOVE THE CONDENSING UNIT SHALL COMPLY WITH MANUFACTURERS RECOMMENDATION AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS, J 5. AIR HANDLERS SHALL BE INSTALLED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE 2020 FLORIDA BUILDING CODE, T.. 6, THE AIR HANDLER SHALL INCORPORATE A FILTER HOUSING WITH EASY ACCESS.THE FILTER COMPARTMENT SHALLNOT BE OBSTRUCTED IN ANY WAY BY THE REFRIGERANT PIPING.CONDENSATE PIPING.OR ANY OTHER ITEM WHICH MAY PREVENT Z REMOVAL AND INSTALLATION OF THE FILTER, 7. FILTERS SHALL BE LOCATED AT THE AIR HANDLER DIRECTLY BEFORE THE EVAPORATOR COI-.NO FILTER BACK GRILLS SHALL BE I ti USEDUNLESS NOTED ON THE DRAWING U _....� - 8. CLEARANCE AROUND THE AIR HANDLER SHALL B€4 FOR NON-SERVICE SIDES AND 38`FOR SERVICE SIDE. �I. axsa rx.m• 2449.15 OUTDOOR AIR&EXHAUST AIR SYSTEMS 021/2022 4EXHAUST DUCTS SHALL TERMINATE TO EXTERIOR ROOF CAP SIDEWALL CAP.OR SOFFIT HOOD AS INDICATED ON THE HVAC ALL cr«<x<uey DC 2.. EXHAUST FANS SHALL HAVE BACK DRAFT DAMPER INSTALLED. FOR CONSTRUCTION TSHMRSW IV 4. OUTDOOR AIR DUCT SHA.LOBE TO NECTED TO THE O RETURN SIDE OF THE AIR STREAM AT THE RETURN'#@ ! I jg signed by ��•�� -.--_. 5, OUTDOOR AIR DUCT SHALL.INCORPORATE A MANUAL VOLUME BALANCE DAMPER AT THE RETURN AIR PLE� OR NT the#8199119 t an ,gyp j 5•,.:w»- � � ' ! xF'1_ 6. OUTDOOIR AIR DUCT SHALL INCORPORATE A N ORMALLY CLOT€24 VOLT DAMPEP2(V#LL3}. IYI t d Iy -. VAD SHALL ssndnoØno.,,: 8, CO2 VAD CON CO2 NG 02 FALL.SEE CO2 CONTROL SCHEDULE Ci • P BE DT CO22 ,I. y/y^yry�y�y p� �• 9. OUTDOOR AIR INTAKES HAVE INSECT EN AT Date:LVLG UL V8eo0n81n49 the . ',•,«.isR4lJ t r r 10,KEEP LA S A MINIMUM 117 FROM EXHAUST FAN TERMINATION POINTS 11, ALL AIR INTAKES EXHAUST VENTS Z OPERABLE OPENINGS INTO BUILDING 3` d AliI .� .. ---..__... ._...i �. Free -ate..•�" M-2 --- VENTILATION AIR CALCULATION SPLIT AIR CONDITIONING SYSTEM SCHEDULE EXHAUST FAN SCHEDULE ASHRAE 522.2515-CHAPTER 4 DESFGNA EF01 REFS TABLE4.1 SEE EQUIPMENT SELECTION A.TYPE FAN TYPECEPJNG OCcuPANCY RESIDENTIAL ` ___-- - �I, FP2- I . DRIVE TYPE DIRECT TOTAL CAPACITY BTUH 26.862 Pz 4 OCCUPANTS AIR FLOW CFM 55 SENSIBLE CAPACITY BTUH 21.546 STATIC PRESS.W.W.G. 0525 I Sr CFRV ZONE OCCUPIABLE AREA & ....... -- AS 1.579 FT'S.ZONE OCCUPIABLE AREA 2 HEATING CAPACITY STUN(47*DOT) 26,282 I t U3 EC SERVICE SERVICE 125/1555 Vb.44.80 CFM BREATHING ZONE OA FLOW Es 1.5 ZONE AIRDISTRIBUTION EFFECT MANUFACTURER CARRIER MA%AMP$ isi..46 UMREOUREDZONE OUTDOORAIRFLOW !HSPF PASEERNOMINAL TONNAGE 2,15.00158 50 MANUFACTURER V-*S4I KS _.. .._ 'OUTSIDE AIR x REQUIREMENTS ARE INACCOROWICE w WITH FLORIDA L RID MECHANICAL MDDEL NO. Fv-os-rlvrcsl CONDEOLa AIR 0045475 AHRI NUMBER 9154945 -- -.. ... ---- -------------` SPEED SETTINGS AND CONTROL DESIGNATION --. --. AHU-9 ..._ 1. SET TO 55 CFTIMODEL . —.... - 2 ST OWOFF WALL SWITCH MOTION SENSOR OPTION NO. .. .... FF039L08 Y AIR CFM 1, - 3f OUTDOOR AIR(OA)CFM 45 lbS Z _1 - — —. 0 ¢ IN ENTERING AIR TEMP.... -5163 r ea BessZ C EXTERNAL STATIC PRESS,IN,W.G. 0.6" r ,_i ear ', Ira 1" INDOORFANFLA _.. -_. 4 �.10 - __.. ELECTRIC HEAT KW 8.0 ...-. :__ Z 4 4 o c» MC P 45.2/50 CONDENSING UNIT MOUNTING DETAIL Dl DESIGNATION CU-1 1' MUM ND. 25HBC530AP030 WALL D ED 0Z4 --. E ITS4'ki.26'STEEL CONDENSER TIE .1 y IXY}- •�• = - ; OECPREWBA TOUIxT AIR DIFFUSER&DESCRIPTION HVAC DIFFUSER SPECIFICATIONS ! z - OWN CLIUP. -- TOTAL OF4CUPS.I PER SIDE. COMPRESSOR R.LA./L:R.A. 14.9 173 % PER MANUFACTURERS SPECIFICAT ONS. SUPPLY DIFFUSER-CEa.ING OUTDOOR OUTDOOR OE FLA 0.5 TEMP.OS _. a-conrRE'resucs �' Q( EQUAL PRODUCT MU OR $.it ITE ALUMINUM ! , ..._ ONE WAY v AcrDESCRIPTes R.nausTE4CURVED BLADE ill APPROVED.MCA 1 MOCP 98.9130 .--GRADE LEVEL ! PARALLEL BLADE DAMPER < _... _... _._ ...___ _._..._ _ ___- _______ ............. WITH ELECTRIC SERVICE 3019160 'EQUIPMENT T IS BASED ON MANUFACTURER'S EXPANDED PERFORMANCE T S USING INDOOR ITIONS OF 5 DEGREES 3 AND 63 WET BULB- TWO WAY Y k 2V't; Y DIFFUSER- WALL ai MODEL N. S.i 01-1 SINGLE DEPL5/CTIOI4 WITH PARALLEL THREE WAY SUPPLY $IjkBLADEOAJSPER _ 3 EQUIPMENT SELECTION: W �(. DIFFUSER-CE G /SI ALL 0< THE EQUIPMENT SCHEDULE SHOWS SEVERAL SPLIT SYSTEMS TO CHOOSE FROM. FOUR WAY SUPPLY 4W O ILL r.a EQUIPMENT SELECTION SHALL BE BASED ON LOCATION.ORIENTATION AND THE 2020 { WHITERE FLORIDA BUILDING .-ENERGY CONSERVATION. DE 4N a8-s TER SACIK HVAC LOAD CALCULATIONS WERE BASED ON SIX LOCATIONS IN FLORIDA. SIDEWAaL SUPPLY Sw) T RETURN DIFFUSER-CEfUNG1SI AI:L Pensacola Gainsville Al',Florida MANUFACTURER Aa.GUIGE #at Net Rec 400 WHITE ALUMINUM N Ties DESC c 6 uNG MOUNT ` (; SB BLAOFJFI TER SAGA Faces T 715145 I , To TORS I RETURN D FOR RANG HOOD MAKEUP%R 'Q AS East -45 186 I 5 213 2.20, East "08 19 6. 2.02 i 2.09 ���/// WASHABLE FILER Z 9. Southeast 193 20.79# *5.819 2,23 8.39 Se08tea§t 755 19,860 5.443 2,11 2.21 t SIJEWP LRETURN s 795^% ZI, J.,I'I3 3,'. 2.# /':,3T+! 1 ,. "I 5.44 tt. x,21 ( INCLUDE MERV IS FILTER Southwest 7i 26632 5Stfl 224 f 212iSou8asest #9.128 2.433 2.10 2.19 0 w West 787 16774 US) 2.13 220 West 16.830 5.445 _ 2.02 2.05 55, c e 21 s 2.33 1 201251 5; 4 214 2,25 Nocth '829 *21, 6811 a '228 *2.40 '798 1811 5.442 "2.19 '3,31SOPRE MOUNT ASS erTAKE � ` V 6 FILTER Nest 21,213 8 286 �aSt' 1381 1 20.4 5.43 7.16 2127 ac villa AP,FloridaOrlando AP,Florida ! STANDARD DIFFUSER TAG LEGEND ) SenatlstTPinntdo� g R8G Supply Sans 1st Net Rae Flsst door1 Supply DIFFUSER SIZE LISTED INI ES LENGTH x WIOTh( E ( T F T Tons DESCRIPTION East "22 19328 2.340 2.06 2.15 lEast . '24 191300,[ 4,989 2.022.14 _ 2 DRYLVELLDETAI _ 9w — 25 19.15 168 20,346 *5343 214' 2.26 St Least 769 20.312 4.992 2.1# { 286 L 200 DESIGN AIRFLOW CFM 020812022 �S + E 28,380 5,&48 214 2 STru 0 20.83 49 0, 211 226 RM Wiest 783 20,210 ,333 213 225 $c west 185 20,233 '4.974 F .14 j Dc West 122 39.178 5.341 2,05 1 215 Well 723 19,293 4.963 2.02 2.#4 CONCRETE COVER W7 —MARKER FOR CONSIRUCTKNi N� -I 20,`22 5.341# 21` 25 I�st -65 20.663�41r-�,l2,14 230 C ,�II EL'S GRADE � � y Ig11ed by RETURN AIR 5501001/55 * a 21.262 5.337 x`" '812 *21. 2,19 _;� f E£ P C Ct731 8IVAMANGOn 0.841 5.329 2.18 233 ast '96 20.916 2.18 2.33 2 d rr f /10055/SAl 001 Fort Myers Al',Florida iami AP,Floc R 4I '�" E; .�} rf AR,DRAIN 0,4,5010,1 A j ;� E LOOSE .t A'EE '22:3 43"'IJVT �s 722 19, J 6 2. T2. F 712 18.810 5..824 i 234 T2 aEAGetAVEL r L 1 1 DUCTS _____ 20# 5342 214' r 226 Sv fieast 159 19.859 5.629 212 221 _ ka A PLEAIUM STYLE REGISTLARGER 5/HAIL ER * # Stir - i 53 214 I 2.38 South 19 5 212 229 1 — EC Southwest 1 782 1 20 211 2,13 225 Seater , 7 #9674 g '6 838 211 ; 219 1 24'DIA X 3D'HIGH 92 W ! 722 11828 8.340 Z.06, 211jWi 712 { #8.811 5824 1 zi8 2.00 CO TRETE PIPE 1186<5 Northwest 780 29,815 T 5,311 1 2,16 229 S1Ió8iisi5I F' 787 20.032 t 5836 j 2.14 S 2.23 ft t # t s I I z North "°510 21213 5336 1 '282 r *236 '7 20.719 5,636 <5220 *230 Pi t [ t to t l ar, ?98 1,9 6 6340 2.19 233 NOFII9east t "84 20.40- ] 5635 21" 22' (lI I it t I art it I tt 1 PLUMBING NOTES: I. PLUMBING WORK SHALL BE DESIGN BUILD BY PLUMBING SUBCONTRACTOR AND RISER DIAGRAM SHALL BE REVIEWED AND .,. .... SUBMITTED AS REQUIRED BY PERMITTING. 2. PLUMBING CONTRACTOR SHALL BE LICENSED AND RESPONSIBLE TO MEET ALL APPLICABLE REQUIREMENTS BY CODE 3. ALL PLUMBING FIXTURES AND PIPING SHALL CONFORM TO THE LOCALPLUMBING CODES. 4. HOT WATER HEATER TO BE ELECTRIC AND MEET REQUIREMENTS OF ENERGY STAR REFERENCE HOME WITH MIN.UEFHEA3. S. INSULATE PIPES WITH MIN.R-4 PIPE INSULATION 8. USE WATERCONSERVING FIXTURES MEETING THE FOLLOWING .. .. - REQUIREMENTS. A. TOILETS 1.28GPF B. SHOWERHEADS 20 GPM C. KITCHEN FAUCETS 2.0 GPM D. BATHROOM FAUCETS 1.5 GPM E. ALL PLUMBING FIXTURES SHALL BE WATERSENSE,WATER CLOSETS MUST HAVEA MIN1MUM MAP RATING OF WIG. 4 VERIFY AND OWNER 8. VERIFYAIStEOU1 AC.WATER HEATERS, AND LOCATIONS ID �. ..-., 5 EXHAUST FE. PROVIDE RV.ETC.)CON CTIONS --- 1 -r ;, „- I}: VERIFYHOT WATER HEATER LOCATIONS AND PROVIDE PLASTIC uv DRAIN/DRIP PAN WITH DRAIN TO EXTERIOR J LOCATIONS(MIN. EXTERIOR HOSE ) d. . 12 IDEE-NO IPUYWe (a z ' � ACCE W ••"•` i '," 13, 35PANEI:S TO Ti1P,f ER RIfiI'TS Z a�su i }1, 15: ALL PERFORM ALL TESTS BEFORE VACUUM BREAKERS OTHERG 0 > S w^ t 1COMPONENTS REQUIRED BY CODE WHETHER SHOWN ON DRAWING aI U c r vs � E � ��H NOT. ISiC ,,.�. VALVES SHALL BEFIXTURE SUPPLY UT SHUTOFF REQUIRED ON EACH uv T PIPE TOHMBGPP4CE.AND TO EACM GLIJMBING ww u- ffi Hcr�eE,s TVALVES SERVING tiD Zo c rva �RAAICH OTHER BE PL INGAPPLANCES.RISERS 4--- � '� t". ALL LAVATORIESTOBEPR D HOT 14 3. _ ,,_._... P-•-� --,.,-.-. _(.t. ( WATER TS. ALL PENETRATIONS THROUGH ROOF BE FLASHED'ED USING LU srisswErz Ri EQUA TE FLASHING OR EQUAL AND flEKTffE RUBBER BOOT OR N-"LU I1 '' Ti IS ALL IPINGIN UNINSULATED AREAS AND EXPOSED TO EXTEIOR ACCESS ≥:{ #I SHALL BE INSULATED f r, 20 SUBCONTRACTOR SHALL PROVIDE AND INSTALL DRAIN eft S S z UNES,FOR ALL M C TO THE SST PLUMBING LINES AND ;.. I LOCATION OF ALL EXISTING EXISTING UM TY S.(WATERS. YG ...... .,M_ 21. ALL LINES SHALL HAVE WATER SEAL TRAPS AND EACH Z m . VENTED. :YT z. 22. ALL SANITARY DER PIPING SHALL BE SCHEDULE E 4G PVC OWE I h - I i I. ! - PIPE AND FITTING.MINIMUM SLOPE OF SANITARY SEWER LINE ' I R 1 SHALL BE.004 PER FOOT. ' / -,.` ---Y --... z& OA SHALL DWAT PROVIDE SEW CLEAN 4 LLOCAT IONS.TIE-IN SITE TO I- © t'1 LOCATIONS,AND TMENTFOR ax^cw 2* SHOWER DR HAVVE SIZE€FNOT LESS (((Q0 41 t (3B MM)IN DIAMETER 25. ASS ER RECEPTOR NASA ...D w t ii2 sacs _ ,.... IT SHALL BE NOT LESS I INCH(25 BELOW THE SID AN 'i` J $ BACK OF THE OR.THE SHALL BE NOT LESS 2 c'- 411 ,_ INCHES(51 MM)AND NOT MORE THAN' (229 MM)0EEP p I E MEASURED THE TOP OF THE TO THE TOP OF Y THE THE FINISHED FLOOR SHALL SLOPE UNIFORMLY CJ' H r <� TT• TOWARD THE DRAIN NOT LESS THAN 114 UNIT VERTICAL IN 12 UNITSI HORIZONTAL # R-PERCENT12 }tom F SLOPE) M1L f I I VERTICALUNITS HORIZONTAL T R FLOOR DRAINS SHALL BE FLANGED TO PROVIDE A WATER-TIGHT II JOINTIN THE FLOOR. X ems zzz. 22412 OROl.T6YWTENTE ACT WETEA (L iAt pREYEHiERAN6 WATER METER AT SITE, : Io OORSECTTOEREEORCAI082MTTRT CT LIX(E. RECTOEXACT RZELOCATTCR5YsE.N41x%[tCcrltlwoE } A.A.V. KS KS / KITCHEN q SINK T#W. / 1 CO 3" SANITARY PLAN WATER P 1 114» 1'-O 2 114•=1 13" t 3 v q awe z 319 t5 SE BT 3'V.TR. [digitally signed MS. X by lm6r io IV! ,. fir Packard r 3` LAY Date.2022. 2°( ° ' ......._ - 2231 06 3 J CO y ER 3" CO 3 .CONNECT TO THE TUB F CO 3 "JWC C EXISTING SANITARY Er( WASHER CONTRACTOR TO VERIFY `\{ EXACT SIZE AND LOCATION(V SINK Flonda ' CO V PPLU LNG RISER€YIAG 1 t ; GENERAL q( CONCRETE T}E MASONRY `NOTES: GENE L NOTES: 4✓VH fV � i er EYtl 1i t 6 UNIT kd��tid. .�e —_NAIL CONNECTION FCIR W£}d£t MEMBERS(FBCjAgLE 2J24 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL MECHANICAL ELECTRICAL.SHOP PROVIDE CONCRETE MASONRY UNITS MEETING C9O LIGHTWEIGHT.TYPE I WITH A MINIMUM COMPRESSIVE COECT1ON COMMON NAILS MUMMER OR SPACING DRAWINGS AND SPECIFICATIONS. STRENGTH OF 2O66 PSI ON THE NET AREA FOR.IN.... AL UNITS. JOISTS TO SILL OR GIRDER TOE NAIL 16D..._._ 2 2. CONSTRUCTION FOLLOW THE 262O FLORIDA BUILDING CODE,"IvEDITION,THE 2O26 FLORIDA RESIDENTIAL CODE._I 2. CMU MORTAR SHALL MEET ASTM C2-0.TYPE ST OR 5'.AND HAVE A COMPRESSIVE CUBE STRENGTH OF 18OO PSI AT 28 DAYS. .. ........ __.__ _.- .._ ,. S. ALL LOCAL STATE.AND FEDERAL REQUIREMENTS AND REGULATIONS.BUILDING CODE SHALL TAKE BRIDGING TO JEST TOE NAIL SD 2EACHEND PRECENDENCE OVER DRAWINGS€F CONFLICT EYJSTS. 3. CMU GROUT.POURED OR PUMPED.SHALL MEET ASTM C476.AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF Mw PSI. ..... -.._. -.�. 3. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMTICIDES.INCLUDING SOIL APPLIED PESTICIDES.BAITING 4. REINFORCING BARS SHALL MEET ASTM A61S.GRADE 6O.JOINT REINFORCING SHALL MEET ASTM ABS 14NCH o6-INCH SUBFLOOR OR LESS TO EACH JOIST.FACE NAIL SO 2 SYSTEMS.AND PESTICIDES APPLIED TO WOOD.OR OTHER APPROVED OD S OF TERMITE :CTON LABELED FOR USE AS A PREVENTAT1VE TREATMENT TO NEW CONSTRUCTION,SEE SECTION 2O2."REGISTERED TERMITICIDE."UPON COMPLETION OF 6. REINFORCED MASONRY WALLS SHALL HAVE A MINIMUM PM=2OOO PSI. OVER I-INCH x OOR TO EACH.KIST.FACE NAIL SD 303 FOR EACH S#2£INCREASE THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT.A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT'THE BUILDING HAS 6. REINFORCEMENT SHALL BEHELD IN PLACE PRIOR TO GROIJTING WITH WIRE POS1TIONERS SPACED AT INTERVALS NOT 2-INCHES SUBFLOOR TO JOIST OR GIRDER.BLIND AND FACE NAIL lED 2 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.TREATMENT IS I4 ACCORDANCE WITH EXCEEDING 192 REINFORCING BAR DIAMETERS FOR 1O FEET.ADDITIONAL PO _RS SHALL BE PLACED AT ALL REINFORCING RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." BAR SPLICES. SOLE PLATE TO JOIST OR BLOCKING.FACE NAIL 16D _-. 16 INCHES O.C. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL DIMENSIONS AND FIT-UP OF THE STRUCTURE.INCLUDING VERIFYING 7. PROVIDE LS FOR CMU WALL CONNECTION TO CONCRETE BEAMS AND SLABS AND FOOTINGS.SEE DETAILS.LAP LS TOP OR SOLE PLATE TO STUD.END NAILED 36O 2 ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE COMMENCING WORK. 7A"(MIN.)WITH VERTICAL BARS. -__ 5. THE CONTRACTOR THE LOCATION OF ALL TIES BEFORE COMMENCING ANY WORK.ANY B. CMU TO BE LAID IN RUNNING PATTERN STUD TO SOLE PLATE.TOE NAIL 3D 3 or ISO 9. A CONFORM TO T 5 OF ACI 530,1IASCE T 662; THE MAXIMUM HEIGHT -_--. __-_. DOUBLED FACE ___-. ---_ S INTERFERENCE BE BROUGHT TO THE ATTENTION OF THE STRUGT'UIRAL.ENGINEER � _� -.t 16D 24 INCHES OC. 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTS DRAWINGS BEFORE SHALL NOT EXCEED B FEET AND THE MAXIMUM HEIGHT WHICH IS PLACED IN ONE.CONTINUOUS A TION(GROUT LIFT) .__. ........... __.....___ ____ -.._... _-__. STARTING WORK. SHALL NOT EXCEED 4 FEET.THERE SHALL BE AMINIMUMOF I HOUR SETTING TIME BETWEEN EACH GROUT LIFT. DOUBLED TOP PLATES,FACE NAIL ISO 16 INCHES O.C. ZF. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN PLACEMENT E,ETC.OF ANY AND ALL SHORING, 4O. THE TOP OF EACH GROUT POUR SHALL BE I"BELOW THE BED JOINT. TOP PLATES LAPS AND INTERSECTIONS FACE NAIL 16D -.. 2 BRACING,TIE BACKS.ETC.NEEDED TO SUPPORT ANYPART OF THE NEW OR EXISTING CONSTRUCTION DURING THE ENTIRE w CONSTELE S AKE#N CON 16 16 O.C.AL EACH EDGE RUC TO THE INTEGRITY OF THE STRUCTURE THE NECESSARY NT tt. A PO S. TIES SHALL BE PLACED TO GROUTING -_ 12. CONTRACTOR SHALL DESIGN FABRICATE AND INSTALL BRACING THAT WILL.ASSURE THE ST TY OF THE MASONRY DURING .. ...._. TS TO PLATE.TOE ... 1. -.. Z LZU 8, SEE C ELECTRICAL DRAWINGS FOR EXACT OF ALL DEPRESSIONS SLOPES 18fD 2 O > to OPENINGS.PENETRATIONS.ETC.PENETRATIONTHROUGHBEAMS OR LAGS IN STRUCTURAL ELEMENTS NOT SHOWN ON THE STRUCTURAL GS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. 13. ALL CONCRETE MASONRY WORK SHALL CONFORM TO TMS 402-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES CONTINUOUS HEADER TO STUD.TOE NAIL 1 � 3 00 0 h C AND TMS 6O2-16 SPEC1FICATION FOR MASONRY STRUCTURES. 9. UNLESS NOTED OTHERWISE.DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR.ALL SIMILAR CONDITIONS. CEILING JOISTS.LAPS OVER PARTITIONS.FACE NAIL 16D 3 14 REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN THE FOLLOWING; _... - _—_ _ ._- T ._- BM LL 03 /�s CRITERIA: '(� [3 fy A. MASONRY FACE EXPOSED TO EARTH OR WEATHER') S FOR S THAN NO.5,1.5 INCHES FOR NO.5 JOTS TOP L RAFTERS.FACE 18O 3 Z Z Z 0 C DESIGN CRI#ERA: BASBNRY R PLATE.TIE i L� I IS. EXCEPT AS NOTED BARS AS INDICATED SE US IS AT S LAP t-I€NCH x TOY LESS TO EACt9 FACE NAIL- 1 ._ 3 IN 8. M NC}TEXPOSED TO£ARTTN£DR WEA .1.5IICF#ES _ 9O 2 UI yg CS cy 2 BUILDING CODE: 2O2O FLOR1DA BUILDING CODE.BUILDING."THE N 8.9476" ASCE -I8 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND C.#5 S-f0" OVER 1-INCH x SHEATHING.TO EACH BEARING.FACE NAIL ED 3+1 FOR.EACH SIZE INCREASE _ xa OTHER STRUCTURES D#64'-4` 2O2O FLORIDA BUILDING CODE.RESIDENTIAL."TN EDITION E.#--•-3" LT-UP CORNER STUDS.FACE NAIL 16D 30 INCHESO.C. i. DESIGN GRAVITY LOADS: BUILT-UP COIDER5 BEAMS _.. ZO.5 32 INCHES O.C.AT TOPAND BOTTOM AND WOOD FRAMING NOTES: STS.2 AT ENOS ANDATEACHSPUCE • FIRST FLOOR DL OOPSF 2-INCH PLANKS t6D 2 EACH BEARING z UNINHABITABLE ATTIC WITH LIMITED STORAGE LL-20 PSF I. WOOD FRAMING FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 262O FLORIDA BUILDING BALCONIES{EXTERIOR)AND DECK LL=4O PSF CODE(F'BC).THE 2020 FLORIDA RESIDENTIAL CODE(FRC)AND SHALL CONFORM TO THE WOOD FRAME CONSTRUCTION MANUAL • GUARDS AND HANDRAILS IL=200 PSF (WFCM)FOR ONE-AND TWO-FAMILY DWELLINGS 20O1 EDITION AND THE PLYWOOD DESIGN SPECIFICATIONS BY THE APA ALL WOOD ` C1 a GUARDIN-FILL COMPONENTS LL-SOPSF FRAMING CONNECTORS.STRAPS.AND TIE-DOWNS SHALL BE USED IN ADDITION TO AND CONJUNCTION WITH THE REQUIREMENTS • ROOMS OTHER THAN SLEE ROOMS LL=40 PSF STATED ABOVE.THE DESIGN AND NOTES BELOW ALSO COMPLY WITH THE WOOD FRAMING NOTES FOR SPECIFIC REQUIREMNTS LL• SLEEPING ROOMS LL-3OPSF MEETING FLORIDA BUILDING CODE(FSC)SECTIONS 2344-233O RELATED TO WOOD CONSTRUCTION IN HIGH VELOCITY HUB I— 0 n e7 - TTICS m OPTS ZONES MVHIZ) j C 4j. LL=20PSF 2. FRAMING R OF ALL SILLS GIRDERS AND HEADERS OF&SUPPORTING LOAD BEARING WALLS BE SOUTHERN PINE " • ROOF DL=20 PEP AND KILN DRIED.NO.I OR BETTER.ALL SHALL BE SOUTHERN GRADE -AND LL-20 PEP KILN .NO.2 OR BETTER ALL MEMBER PIECES.ENDS. N TS OR SPLICES SHALL BE OVER SUPPORTS UNLESS NOTED 3. W L -lEI 4 WISE. •ULTIMATE WIND SPEED= 18O MPH 3. UNLESS NOTED OTHERWISE MULTIPLE PIECES OF LUMBER OR MANUFACTURED WOOD PRODUCTS USED TO FORM BEAM OR HEADER O NOMINAL WINO SPEED 139MPH MEMBERS SHALL BE ATTACHED TOGETHER 2 ROWS OF 12d FSAILS SPACED AT Ir FOR PIECES UP TO I2`DEEP.ALL OTHER 9< NZ •RISKCATEGORY= I PIECES SHALL HAVE 3 ROWS OF 12d NAILS AT IS. -WIND EXPOSURE CATEGORY C 4. OPENINGS IN EXTERIORW WOOD-FRAMED WALLS SHALL HAVE THE FOLLOWING MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH JAMB AS PER TABLE 3.23c IN THE W FCM: A O S LESS 4-0`: 2 STUDS FOUNDATION NOTES: B. OPE V-6�TOW:T: 3STLIDS C OPENINGS IF-IF TO 1I-I: 4 STUDS D. OPENINGS LESS THAN 4'-O`: 2 STUDS t.I 1. PLACE FOOTINGS ON UNDISTURBED NOTIFY THE ENGINEER I"SOFT SPOTS". OBSTRUCTIONS OR `ALL MULTIPLE STUDS SHALL BE CONNECTED TOGETHER WITH TWO ROWS OF NAILS SPACED AT 8"Q.C. F^ ANY UNUSUAL CONDITIONNS ENCOUNTERED DURING STRIPPING.EXCAVATION OR FILLING. O S. UNLESS OTHERWISE ALL OPENINGS IN WALLS HAVE HEADERS CONSISTING OF A MINIMUM OF'TWO(2)2417o OR z 2. GRADE BEAMS MAYBE EARTH FORMED PROVIDED ONAL TOLERANCES LISTED IN ACI 117-90 ARE ADHERED TO. THREE)))2x1O'. 3 PLACE LIME-WATERPROOF E BENEATH ALL INTERIOR SLABS AND GRADE BEAMS.LAP 12"TO ACCOMMODATE 6. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS AND PROVIDE FULL DEPTH BLOCKING FOR ALL FLOOR JOISTS @ T-W O.C.MAX CONCRETE POURING PRESSURE TED(PT)WOOD SHALL BE TREATED WITH ACQ TO A MINIMUM RETENTIONOF O.4OLBSJCU,FT.IN ACCORDANCE WITH CONCRETE /'''a�$ ''(' AWPA PROTECTION OF WOOD WOOD-BASED PR FROM DECAY IN THE FOLLOWING LOCATIONS BY THE USE 1.fiLJNCRE I NOTES:. COHTACT'WITHCO CRETESPRESERVATIVE-TREATEDRYJOSITHI ACCORDANCE WITH DSHEPAUI PER HING SIDING. G.IN AND DING ALLFRAMIN IN E" ACT WITH ETEOR MA 12".FR{OA THING. .�I3 W 6' (.� GRADE AND CONCRETE OR MASONRYEXTERIOR FOUNDATION WALLS AND ARE LESS THAN BELCHES FROM THE EXPOSED GROUND. D t. ALL CONCRETE WORK SHALL CONFORM TO ACI 201 SPECIFICATIONSFOR STRUCTURAL CONCRETE FOR BULIDINGS 8. WOOD MEMBERS(INCLUDING PLYWOOD OR BRACING)SNALLBE CONNECTED OR FASTENED STEEL SCREWS.OR BOLTS.NO STAPLES WILL BE PERMITTED.ALL.WOOD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE OF THE 20213 FRC AND ALL CONNECTORS SHALL MEET FBC TABLE 2324,1 U) 2. CONCRETE HAVEAMINIMUM COMPRESSIVE STRENGTH OF 4O13O PSI AT 28 DAYS WITH A5"SLUMP 3. CONCRETE SHALL BE NORMAL WEIGHT OF 150 LBS.PER CUBIC FOOT AND SHALL CONFORM TO THE LATEST ACI 3O1 SPECIFICATION. 9. JOIST AND BEAM HANGERS.HURRICANE CUPS,AND OTHER TIES.ANCHORS.OR CONNECTORS SHALL BE AS MANUFACTUREREO BY SIMPSON TIE CO..INC.ORAPPROVED EQUALS AND SHALL BE ATTACHED WITH NAILS OF THE SIZE AND TYPE RECOMMENDED 4. PORTLAND CEMENT TO ASTM C150.TYPE I OR I: BYTHE A ALL .TIES.ETC. BE GALVANIZED.ALL THAT WILL EXPOSED TO WEATHER.IN CONTACT WITH EARTH.WATER.OR , TE.OR BELOW THE FIRST FLOOR LEVEL SHALL TIAL CODE. �* PREPARATION may �j NOTES: 5. A ATE FOR W CON T ASTM C33. RECEIVE THE REQIJIRED S BY RE N'T-MAJIT TRIPLE ZINC COATING OR A ED EQUAL ALL A RS ARE IN A NON TO THE SITE I-I� I�A T N 2O19-15 6. FORCING STEEL BE IN A ANCE WITH ASTM A615 GRADE 60. D WIRE F )SHALL BE IN ACCORD 1O. SS N OTHERWISE ALL.PLYW BE 518" WALL SHIER SHALL SE O - S OVER „., WITH ASTM 185, TO S BEORMORE SUPPORTS BE NAILED TO SUCH SUPPORTSWITH RIO COMMON NAILS... T EXCEED 1. DEMOLITION OF THE EXISTING STRUCTURE REMOVAL OF ITS ENTIRE A s.THE LOCATION0* I> (152 MM)ON AT PAAEL AND ALL INTERMEDIATE SUPPORTS.NAIL SPACING SHALL BE S(1O2 MM)ON ° `°"°' BT ORCING STEEL SHALL WITH A GLASS'S" IN ACCORDANCE WITH THE CURRENT ACI 315. AT S IN ALL. OFPROVISIONS IONS ANY EXISTING UNDERGROUND WITHIN THE CONSTRUCTION:. Be£RUCTI BE TO ORTE ENTERFE•"`•• FOR CONSTRUCTION RE1NF8. ORC FABRIC ON L BE M WITH PS4 ETE DES SP D TO ADE TELY OR'T ED ES BE OR GROUTED TO CE THE POS OF SUBSURFACE ERO i 1. PL WALL SHIEATHING SHALL HIV£SOLID GAT ALL H#kRIZOHTAL dC3IN'TS ORCItG BUT NOT GREATER THAN 3'-O"O.C.EACH WAY.LAP ALL FABRIC ONE SPACIIx.PLUS 6IIDH�S. THAT COULD RESULT IN FUTURE SE ENT:EXCAVATIONS : THE REMOVAL OF ANYINTERFSRING t2. OTHERWISE ALL.PLYW FL BETIF+ARATED 4.314" AND FASTENED UTILITIES BE 4N RECOMMENDATIONS 9. .O9O ON ALL TOP IN ALL BEAMS AT DISCONTINUOUS ENDS AND LAP SPLICE 34 BAR AND tad SPACED AT 6'O,C. AX.ALONG. SUPPORT AT THE EDGES OF SHEET 12°O.C.MAX. ETERS AT SPAN:CO :.S BOTTOM BE LAP D6"AT : R OF S 2. AT THE CAP TRUCTIiN. G GIN ROOT OF ANY IC- AL TING SON THE OF` 1 OF N TS USED ARE 5256 GA 5-O OR: C -.LADEN TOPSOIL SANDS THAT MAY :THE BE COMPLETED.ATA AS G 1O, AS NOTED O.. SEIN CONTINUOUS REINFORCING IS ED. AT T ENDS .DS.LAP GI-. OF ABOUT SXINCHS IS RECOMMENDED.ITIS ALSO RECOMMENDED THAT THE CLEARING/STRIPPING AS INDICATED BELOW' 13. THE TOP PLATE OF STUD BEARING WALLS AT BACH INTERSECTION OF W PARTiTIONS D AT LEAST 10 FEET BEYOND THE PROPOSED STRUCTURE PERIMETER.WHERE PO. A. #3T-S B. #4 T-B" 14. CORNERS OF STUD WALLS AND PARTITIONS BE. SOLID BY NOT LESS THREE STUDS. 3. FOLLOWING THE. .THE DEVELOPMENT MAYBE UP TO FINISHED C. #5 7-21 DE LEVELS.IF NEEDED.USING COMPACTEDT URALFI.L.THE EXISTING BE USED FOR D. #67-&` I5. STUDS.OTHER L BE Y AT POINTS LATERAL SUPPORT IS D. STRUCTURAL FILL ITE OF OR RIOUS S:. MOISTURE T IS E. #7 3'-fi : APPROPRIATE.FILL SOILS SHOULD BE TESTED PRIORTO IMPORT AND PLACEMENT.IMPORTED FELL SHOULD CONSIST OF 16. STUD WALLS AND PARTITIONS S SHALL BE FRAMED TO GIVE PROPER CLEARANCE FOR THE PIPING. LESSTHAN 12 PER :..TP THE NO.2460SIEVE.FREE OF ROCK LE ORGANICS.CLAY.DEBRIS AND OTHER APPROVED FILL SNOULDBE PLACED IN LOOSE IJFTS NOT EXCEEDING EIGHT INCHES IN 1. PROVIDE TWO(2)#S.4`-O"LONGER THAN OPENING DIMENSION ON ALL SIDES OF OPENING IN SLAB THICKNESS AND BE ACTED TO AT 88 PERCENT OF THE MATERIAL'S MAXIMUM DRY IN 4". WALLS PARTITIONS CONTAINING PARALLEL TO FLOOR JOISTS.THE BE AND MAY BE A NCE ASTM 0.455`. PROCTOR METHOD. TESTS TO BE 2. PROVIDE THE FOR REIN SPACED TO VERTICAL PASSAGE OF PIPES, PERFORMED IN EACH FILL LIFT BEFORE THE NEXT LIFT IS A FOOTINGS AND GRADE BEAMS.3" THREE 18. VERTICAL PIPE POSITIONS NECESSITATE THE CU OF PLATES.A METAL TIE NOT LESS THAN I BY 118 INCH 26 MM BY : (TYPICALLY`t'3 PERCENT) ✓ „,Y„•: 8, FORMED € DTO 3" 3MA) DON EACH OF THE PLATE THE LESS TWO 16D OR. 4. A RE CONTENT WITHIN THEPERCENTAGE. TOACHIEVE _ C. .COLUMNS. WALLS I 1PY EDNAILS AT EACH ERIN. RECOMMENDED TO OF THE NATURAL FILL BASED ON THE RESULTS OF THE MODIFIED D. :11/2" PROCTOR TESTS cJa 3, OO NOT PENETRATE OR M HOLES OR OPENINGS G$ H FOUNDATION AND/OR FOOTINGS WITHOUT ENGINEERS APPROVAL 5. THE BOTTOM OF THE FOUNDATION EXCAVATIONS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S MAXIMUM DRY DENSITY I4 ACCORDANCE WITH ASTM D-1557.MODIFIED PROCTOR METHOD,FOR A MINIMUM DEPTH OF ONE 4. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" FOOT BELOW THE BOTTOM OF THE FOUNDATIONS OR LOOSE ZONES N AT THE BOTTOM OF THE FOOTING EXCAVATIONS BE REMOVED AND REPLACED WITH FILL SO".LEAN CONCRETE.OR DENSE GRADED CRUSHED STONE(FOOT NO:57). Ct 5f8'GiA.k3ft7 A{FGHOR HOLT'l0" - i 4 4 , FOUNDATION PLAN LEGEND Wf 3'4iOOK AV PL •x3`x3 a 12'DOWEL @ 12"'Q C. REtN EME 4 PLANCtT 2 6 C.M MIN.-'»EMSED,) CO"llCRE"€E 6RAUE BEAM EXP.MATERfki kT JON 7' / G AR. REtREFOftCEfihENT 'FE/ AN 4»CONCRE"t'E SLAB Wi fiXa-vDEF T 2.8 __ _ /1O ED WIREM ESH MED DEFT _ M X &PAfid 1:12 MAX.SLQ - BliRREER J i G 4'SITE CONCRETE - _ %r 10 MIL VAPOR BARRIER » "`I �, , ce iCr DhtL.%dAPf3R p r Ci 0 SOL.VAPOR.BARRIER /" <I I n g 10 M1L.VAPOR FOUNDATION PLAN NOTES z .••—— _•�•� #3 STIRR(JPs�D 18"O.C. _ COMPACTED FILL b ' - '3 3 BARRIER 1- SEE STRUCTURAL NOTES ON St-0 " ' ._ ' CLR FR GONT.TC3P&.EOT-VUI 2. GRADE BEAM DEPTH SHALL BE MIN. o.; ,' M1 N CANT-TOP&BOT W/ — g — COf iPACiEf7 FILL 12"BELOW FROSTLIKE AND INTO 12" " .- 1._4.. 43 STIRRUPS C_ $cLOY9 tfN€NSTURBE�$O#L o-+�-- (2)`l6 ROME PARS CANT . SECTION SECTION COMPAC.TED FILL ` t'={ t 'I`=t'-0 1d ADA CONCRETE RAMP DETAIL w Z Z 7 C£7NuEFd9ING U!YfT 5;$"C4X PLNNOOB / 2x6 B 'D 46 O C; ANCttOR 6OLT i(}" ti Q N "' S-2 f AN„"HOOK W/PLIP x3'x%"@ 9-6 cf# m C S•2 38..-7 V2" W.4 PIE€'tOWN I: 17 C STRAPS PER UNIT SIMP ON SPH6«EVERY STU€}TO P.T.2x6(CO#VT-}EAhBED-3t4° O to — ' SILL CONNECTION INTO S€AB Z Z Z pp 9 - " ALLOW LOAD PER ANCHOR 128G BS i O }Y.. / ... /rP OORDINATE SIZE WITH MECI REINFORCEMENT{SEE PEAK} X #BCORT_Cg- 3--6xfl N15.5xVUG-6WWF( m ar e <�. �—'�. 7 �y BOTTOM ! MID SPAN SEE PLAE₹ Q cam BARRIERC L:O6hPACTEC3 F{G,L c'ER ;.I,.Y LR #6 CONT-TOP&ROT Wt M r � A, COMPACTED F€LL I- 0 ':. 4 � A W _j $I tV O) SECTION 6 SECTION ___ r d j o O< W4Z 4 i 4 i...4 1.4 ® 6 --REINFORCEMENT' O/ OO ,+iV 4x4 PT WOOD COLUMN - 2X6 6"O.O < ii #3 Pd SEE PLAN S-2 y 5I8»CIA.A307 ANC R HO BOLT 10' P/LOOK-HOOK`W/PLV4'x3'x3"(7 3 �_ .m„ SIMPSON SPH6@EVERY STUD TO 24"NO MAX(MIN. 'EMBED.) ---_� ILL R RECTION 06 S2 S€MPSON PSS44 ALLOW LOAD PER FHC5R'h3C i 280 L6S. -FT-2x6(C,ONT-7.BASED 3w INTO SLAB COATEKC �' "3 -REINFORCEMENT(SEE PLAN} A, 18/ rt .- s•2 ' 5.2 I Q CLR I Clf2 -COMPACTED ''� z .m .[� MIL VAPOR BARRIER — 1'-4"4 y, z "- g `.d' _ ' FILL L _ COMPACTED R!L- a. ' —10 MtL.VAPOR vi z 1 4 BARRIER O 1 !— Y,6(,ANT.TQP&8OT.ihls IE..... #6 CONT.TOP&BO7 W; _.._ .+!' I.I.. 6 1 . -- J z #3 STIRRUPS Cal 18»CC. #3 STIRRUPS Co 18"6-2 6 L S FO SECTION ' 2019-16 cx—y JC _ T SA COX €YW POOo —2 Cs.o.e8 26" RC CION 4x4 I r PT WOOD COL€MN / , REINFORCEMENT r^'� SMPSON PB544 -- SEE / Wt 3"HOOK W!PL/a^x3"x3"C? SIMPSO N 9t8'6IFek:YJ7 C.51CNfi,R BOLT i(3" Z- _-PN6 G EVERY STUD TO 24 O.G MP X(MIN,7-EMBED-I MAX COATING S(LL.GOMNECTtON ALLOW LOAD PER ANCHOR:1280 LES \ i P-T.2x6(CON )-EMSE€3 314"!N O 3rLAB J,_J+ : -REINFORCEMENT(SEE PtA.N)�, #6CORT.TOP&BOT.Wf— . 7fd`l12' #3 STIRRUPS c/18 3 "�.. k_.. SEE SITE PLAB 2,..4" tb M€L.VAPOR t._4. #6 CONI,TOP&h'YOT.W/ /1 / P3P,RR(HR 7 m4 STIRRUPS @ 18"O.C- 1 FOUNDATION PLAN 6-2 7 1/4'=1=1"-0' 2 SECTION 2 ,- � S_2 I VIII I � II FRAMING PLAN LEGEND&NOTES �I 1. LOAD SEARING 2X8 STUD WALL SPACED @ 16 O.C..MAX W/SW COX PLYWOOD BLOCKING @ 4"D.C.MAX 2. LOAD BEARING 2X4 STUD WALL SPACED @ 16"O.C..MAX BLOCKING 48 O.C.MAX 2 2 PROVIDE SIMPSON 3. LOAD BEARING 2X6 STUD WALL SPACED @ 16`O.C..MAX BLOCKING ON4 0449/F�ACHE S3 HUC212-2@BE 1 0 ONNF_C?UL @46"G.C.MAX. St.APS I PROVIDE StMPSON - POST TO BE\M(;ONNECTION HUC212-2^9/SEAMM TO WALL-.- 4. BEAM(SEE PLAN FOR TYPE} '003/ COO S-3 ,, cy3 { (2)2x10 ' ... S. PROVIDE DOUBLE JOISTS UNDER ALL LOAD BEARING WALLS 6 PROVIDE TRIPLE STUDS UNDER ALL BEAMS AND DOUBLE JOISTS PROVIDE31C"PLYWOOD DECKING A MINIMUM OF 3IF AROUND THE (3.14 PERIMETER OF ANY EQUIPMENTII it ( .:- PASSAGEWAY TO ANY EQUIPMENT FROM THE ATTIC ACC ATTIC SPACE AND ESS 0)4 53a SIMPSO10DSB STRAP <z0 CEtL(NG,lO;STS 02 76"O C .:^S- pt-_-_- I LOCATION (,g. TFtE CORD EPS STUD AT 1 --_ tt-- ( AhD T1M00110200 OTYE,O0 STRAP LLt tt 4t I� { DOUBI STUD AT 8. LVL SHALL MEET OR EXCEED THE LOAD CAPACITY OF BOISE Z o ORNERS CASCADE SEW SHALL MEET THEMIN,BEARING r[ TRf LESTUD _. _._.-. .� I,� SUPPORT LENGTH OF 3`�EACH END WI TWPIE STUDS. BELOW EACH BEAM END O;11 W/:3i4"x 1fi'LVL _ ' 4'! EOkiN N STRENGTH ✓ _ S LI ' '. p STUDS 1 c IS O1 --__ - 0, } SHEATHING.SEE O A-0 L3'° 4"S _ --. 2X4 GYP.BD.B01,0.4 V d 02 t#-4 .. O- -. _ _ ..- SEMPSON HOSE Wf r(8"DiR.. .. O 6L . cT - L'• _ .- ANCHOR BOLT AND 314"DIIA.. ` STUD BOLTS Rte.. 5 7 .. :.-- '''• PT 2X6 BOTTOM PLATE TRIPLE STUD y -_. .....,` BELEA EACH — __ -. -. -. -- _.: .. q ..- _ a 1I. IV BcAM ES3D p .. - -_ 100 0000'. {a0' ;�.SECTION JOISTS ON - ... - -. -. ......... 3f4 V0 CO EACH END I- 'n ,,, x, 111/Cl' CCFS LIB I {7}1314"x16"LNL Asp o STS ON i�� EACH END ' _ :-- 20 CEILING O JOIST.EACH SIDE Z - - 51110000 00020 ^'^ 14 HANGER.EACN SIDE _ SECTION LL 3(4" V-O SlM'2 N h#D00 STRAP --.- ." SIMPSE3h1 F D09/511/AE Z0 19-15 2 /zN000000 0 ST110 AT _ _ AND A COUSLE STUD AT S-3 _. THE CORNERS i =_ ffi THE CORNERS-' - S-3 2022 IF uee P T ROVIDE S I--- I II ( ) i� PROVIDE 112 5O501FOR CONSTRUCTION j II HUC2122 00 SM CO WALL O ! # 5 O2 HUC212-2 c0 BFARA TO'WALL CCNISF TO'4 { 2 cE1L�NG 1012 S 110 o c I � COh�NEGTiOfd �'i � P T 4'X A'POST.PROV IDE PT 4x4 COLU AN (2)2zt0 PT 4x4 COLUMN SIMPSON RTC 14 Cz EACI-{ P.T.4 0 4"POST.PROVIDE PCi PO BEAPUr GONhIECTiON SIMPSON RTC 44 t4 EACH POST"00' 11 CORRECTION l/CEILING FRAMING PLAN Re 1/4 =t'-0" PL O ROOF SHEATHING: RAFTER{SEE PLAN', Dl 0 0 1. APA RATED 23/32"(48/24) 2. RATED FOR EXPOSURE€ PLYWOOD ROOF'SF,EATN4NG SEE 3. CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENOIC.ULAR TO SUPPORTS ROOF SHEATHING PANELS SHALL BE PROVIDED WITH MIN.OF 2x4 EDGEWISE COMMON NAILS BLOCKING AT ALL HORIZONTAL PANEL S WI/TI EDGE SPACING AT LEAST 4 FEET FROM i EACH GABLE END 4. ROOF SHEATHING FASTENED WITH WITH ASTM F1887 RSRS-03(2€12"x 0:13€•)NAILS OR ---- ASTM F€66 RSRS-04(3"x 0.120")NAILS SPACED AT 4"O.C.MAX.ALONG SUPPORTING MEMBERS AT THE EDGES OF EACH SHEET AND 4"O.C.MAX.ALONG SUPPORTING MEMBERS ON THE INTERIOR OF EACH SHEET 5. VERTICAL JOINTS OF PLYWOOD ROOF SHEATING SHALL BE STAGGERED EVERY FOUR FEET \ JOIST(SE'S PLAN) (4'-0")OR LESS. -_ CANT.2X6 STRONGEACK, MTSi2 FJYIST STRAP SS PAID SPAPY W5fH 2x4 PUT N BRACING( /2 IC 2. fl" (2)D,12 S -/A Wf 1/2"PLYW' D BLOCKING FOR 3 i(7_"WIDTH Z� 5 SECTION sa 314 =V-w 42'-71/2- 2x6 ROOF RAFTER @116'O.C, RAF E/1(SEE P2 /y y Z o I Pd:W O Ra4tP SHEATHh1fia SEE N07E — y N t P +tr ° eI w Ul v3 a N7 . WOIN t ihtj _ _ JOIST.{SEE PLAN)[t( r MT512 TW 4ST STRAPrp��yS; .2X6STROUGBACK EVERY RAFTER.�•••- 4C MID SPAN WITH 2x4 � vCOPIT,2X6 51 NOV0BACK • ; • ,ij4' _ — _ ..�,..> _ o .. 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L ' ...JOIST(SEE PLAN} _:_ E ` Zx4 PU#2LIN BRF,CiNG i .. _ ..WALL OR BE LOAD 5EARtt3G BL£YGW,NG @ 32"6.C. . . ALL oR a W • f `x EVERY RAFTER 0_........ { n LOAD BEARING WALL.OR 42'-7 1/2" Sia Cox PLYWOO 2x,6 TIV o c BEAM 312x6 ROOF RAFTER @ 16 0. 2 5.4 Re CONT.2x65TRONGBACK FlorId,-„- MID SPAN WITH 2x4 SECI1ON ROOF STRONGBACK t)ETAtL Pu auw BRAelfdr @ az 314"=V-(1" ROOF FRAM)NG PLAN _. 1 J 114"=1'-0" SlF,YFSOSS/52E S SIMPSON NITS12 TWIST'STRAP ROOF RAFTER{TYP.I STRAP @ EVERY REAP RY RAFTER TO HEADER RAFTER TOSTUD 00/ FCTION ,,// AIR SPACE FOR RIDGE -- ROOF t2tP}0 SEE F1' 7; F✓' .1 VEF fF REQUIRED PLAN ? i I I 1--7 ROOF SHEA.TNlN€s 36 @ E 55 RAF LStA 36�'EACH RAF'TEr2 } 1 lam.✓ '�. —ROOF RAFTER SEE ST DCONNET PLAN i I 31WrPSO@8 SF4➢OR SsP EVERY SIMPSONMS€Al2{ / -' - - - "t � KINGS EACH HEADER TO SACK `, ' t2R / TO TOP F`vITE / AHI COLLAR ERACE LOCATED 4 10U NAELS 03 REFER T6 NOTES FOR fSUP ER 1/3 OF 1206E @ (p"r EACH EN© NUMBER OF FULL HEIGHT EVERY OTHER RAFTER ]ter ( KING ANO JACK STUDS{T YP_) ('j } C'4 3 ROOF RIDGE DETAIC.3 tlS 09 o c SE Z Z o os z iT w >- 0: II ii I I flli 518"€DR,BARE ANCHOR BOLT 10" NOOK Wr PL 4> 0/G 24"O.C.tfiAX. Pt YWOOD ROOF SHEATHING SEE t'TO TE BURPS ON APRA>5EVERY C9'3 3 STUD TO BOTTOM PLATE RAf+.X. t1PLiFT7.zP,fi CBS. z 6-'6d COMMON NAILSS -. a - @ EACH RAFTER tv SIMPSON MTS12 TWIST STRAP @ EACH RAFTER ALLOW LOAD PER ANCHOR_8-0 LBS. O< 5 DOUBLE 2x^(CONT) - < �. ai F1 1 C -- N S LOAD_PATH DIAGRAMS P w ATE sEE PU N 5/8"CDC PLYWOOD 2x6 @i> O.C. tJ3 SIMPSON SPH6 SE ElY --,. ' -6A"INA.A36-ANCHOR STUD TO BOTTOM BOLT 10"W i 3"HOOK W! PLATE CONNECTION,MAX PL1/4"x3"x/ 02 UPLIFT 14151 ES. MAX.(PAIN. _MBED,) wi ANCHOR STRAP SCHEDULE EAUAL)MANUFER(OR C D ESEERS EARNERS ___- jAsPRovAL NUMBER SIMPSON LSTA36 RAFTER RAFTER {24)0.148'x 3112` 740 P151045615 SIMPSON HTS16 RAFTER STUD/TOP PLATE {1$} .t48"x 3" 1415 1415 FL#10456.12SIMPSON ..1 }.. 48"x3" R1TS12 RAFTER STUD (14)0 1 850 850 P151387211i (14)0.148"x3"NASA SIMPSON HOSE CORNER STUD BOTTOM PLATE 1 --.! 3405 FL#11496.3 HURRICANE STRAPPING DIAGRAMI{2)314 SW bolt 10 "" 2019/15 TWA BOTfDEPLETE COTING FL75-31SIMPSON Bey {$30148`x3' ! 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