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Home My WebLink About20-22121 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22 21 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 1 PERMIT INFORMATION I LOCATION INFORMATION Permit#:22121 Issued: 2/21/2020 Addre s: 38277 4TH AVE .Permit Type: NEW SINGLE FAMILY DWELLING ZEPHYRHILLS, FL. Class of Work: 101-NEW CONST/SFR Towns ip: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 40,554.00 Total Fees: 275.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 275.00 Date Paid: 2/21/2020 ParcellNumber: 11-26-21-0010-16400-0130 CONTRACTOR INFORMATION I OWNER INFORMATION Name: CORNERSTONE DESIGN BUILD INC Name: B&R PROPERTY GROUP LLC Addr: 1687 TIMOCUAN WAY STE 101 Address: 1936 BRUCE B DOWNS BLVD LONGWOOD, FL 32750 WESLEY CHAPEL, FL 33544-9262 Phone: (407)413-9660 Lic: Phone: 813-951-0729 Work Desc: CONSTRUCT TINY HOME 360 SQ FT- CREDITS GIVEN ON THIS PERMIT IMPACT FEE APPLICATION FEES - PLUMBING FEE 45.00 ELECTRICAL FEE 45.00 MECHANICAL FEE 45.00 BUILDING FEE 140.00 Inspections Re uired F OTER 2ND R H PLUMB MISC I INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER I MISC. ROUGH ELECTRIC LINTEL MISC I MISC. 1ST ROUGH PLUMB PRE-METER INSULATIj' N WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees wil�comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount f the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES: 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 aldditional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of comm ncement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and 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. CONTRACTORS SIGNATURE PERMIT OFF( PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOlf CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED .PROTECT CARD FROM (WEATHER 813-780.0020 City of Zephyrhilis Permit Application Fa"13.760-0021 Building Department Date Received ^�16i Phone Contact for PormiUing 5 407 1 - I I I I t'l I TTTY��J.:l�J�1:L'LL '1-1"1 Ownee.Name B&R Property Group,LLC Owner Pho a Number 813-951-0729 Ownees Address 936 DruceD.Downs Blvd.Sic 340 Wesley Clhapei,FL Owner Pho is Number 941-773-0012 r...4tmPt-Tit+twRe.,.xie«... I WA � Owner Ph wm Nurpbe, �� f Fee Simple Titleholder Address I N/A JOB ADDRESS 5115 5th Street Zcphyrhills,FL 33542 ( LOT# SUBDIVISION Zephyr Park PARCEL IDft rl1-26-21-001,0-16400-0130 IOBTA090 FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NE\V CONSTRB ADWALT = SIGN O O DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR COMM ® OTHER TYPE OF CONSTRUCTION Q BL7OpCK ® FRAME = STEE11 =] DESCRIPTION OF WORK Iali hre8 {t lU SitedulortIASIH edeUii COriCretGsbuiltoltlt),0 ¢t latteee DprOc C0 S eit21$D Da.% BUILDING SIZE 1 Story SO FOOTAGE 60 SF)r Z HEIGF T 13r-0,m t t0 h CII 1ti )1 ®BUILDING $75,000 runiT VALUATIONOFTOTALCONSTRUCTION (Modular) =ELECTRICALs�� AMP SERVICE 150 AMP© PROGRESS ENERGY I Q W.ILE.C. Each ©PLUMBING is~ 1 =MECHANICAL IS 1 VALUATION OF MECHANICAL IN ALtAMON =GAS Q ROOFING Q SPECIALTY Q OTHE FINISHED FLOOR ELEVATIONS ��-89 07 FLOOD ZONE AREA YES X NO BUILDER /.�' COMPANY Comers�one Design Build,Inc. 91GNATURE f/rs�.,may REGSSTERED YIN SEE CURRD Y!N Add,Add,asa 11687 Timocuan Way,Ste t{}I,:Longwaad,F 32750p License CBC1255395 ELECTRICIAN ',} ( COMPANY R I . SIGNATURE TGt REGISTERED Yt N FEECURREN YIN Address Q V .e� C z t r .3�-�,$ uce<tEett��3np 564-4 PLUMBER COMPANY SIGNATURE REctsTF1+E0 YIN FeE CU�REn Y I N Address F —t1) licensees MECHSIGNAANICAL { COMPANY Y r� AddressLicense rt 1 I OTHER COMPANY ( �� SIGNATURE REGSTERED I Y/,N FEE CURRES Y I N Address Licanseg J ttiiltl/ Iittiltillllltlitltllllillllllllllllll/Till#t1IItFI lIIt/II1 RESIDENTIAL Attach 12)PtoI Plans;(2)sets of Building Plans:(1)sal or Energy Forms:R-0 Permit for new ccn8trucIion, Minimum ten(10)woddng days after submittal data. Required onstl%ConsWct'on Plans,Sicerwaler Plans w!SUt Fence installed, Sanitary Facilities A t dumpster.Site Work Permit for subdivisionsftarge projeals COMMERCIAL Attach(2)complete sets of BOiWhg Plans plus a Life Safety Page;(1)Set of Energy Forts.R-0 W Pemdtfor new construction. Minimum ten(10)working days after submfttel date. Required Onsito.COi15tfU iOn Plans,Storinwater Plans W Sift Fence Insured, Sanitary Facilities&1 dumpster.Site Work Permit for all new pm)ects.AB mi ierdall requirements must meet compliance SIGN PERMIT Attach(2)sets cf Engineered Plans. ""PROPERTY SURVEY required for an NEW constnmcdon. Directions: Fill out application completely. Owner S Conlmctdr sign bads of oppeptlon.notarized If ever$2500,a Notice of Commencement is required. (A!C upgrades over Woo) •' Agent(for the contractor)or Power or Attorney(for the owner)would be someone with rrolartz letter from owner authonzing same OVER THE COUNTER PERMITTING (copy Of contract required} Reroofs it stdngtes Sewers Service Upgrades AlC Fences(PMur mWFootage) Driveways-Nat over Counter if on public roadways-.needs ROW 813-780-0020 City of Zephyrhills Permit Applica}7ion Fax-813-760-0021 Building Department Date Received — Phone Contact for PermitUn $ 95 - 40 413�660 n r n-rg-eOwners Name B&R Property Group,LLC Owner Pho a Number 813-951-072 Owners Address 936 BruccB.DOwns Blvd.Ste 340 Wesley Chapel,FL Owner-Phor a Number 941-7.73-06I2 rao ct...pr-rneswrao�uan.e N�A Owner Phori a Number Fee Simple Titleholder Address /A JOB ADDRESS 15 5th Stree ZephWhill%FL 33542 LOT# 13,14,15 SUBDIVISION Zephyr Park.- PARCEL ID911-26-21-001,-16400-0130 (OBTAINE D FROM PROPERTY TAX NOTICE) - WORK PROPOSED ® NEW CONSTRB ADD/ALT lJ SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM ®r OTHER [Reia_entiaL_ShortTerm Rentals TYPE OF CONSTRUCTION = BLOCK ® FRAME STEEL = tree rno u ar t(ny uses Lit t o s)t�w 0 tate approve ut mE U at)s. DESCRIPTION OF WORK rans rte to SitC In to a On concrete Dun ari ns. O er to be corn eted in tease A. BUILDING SRE I I Story SQ FOOTAGE 6O SF Ea HEIGHT 13r-Oe ©BUILDING $ VALUATION OF TOTAL CONSTRUCTION (Modular) $75 000 per unit (-11 =ELECTRICAL $ AMP SERVICE 150 AMP= PROGRESS ENERGY = W.R.E.C. Each =PLUMBING $ r 6e =MECHANICAL $ VALUATION OF MECHANICAL INST TION =GAS 0 ROOFING = SPECIALTY = OTHE �J a FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I YES X NOBUILDER /�11CoMAy Cornerst ne Design Build,Inc. SIGNATURE //b M REGISTERED Y/N FEE CURREr I Y/N ` nddress.�),687 Timocuan Way,Ste 101,Longwood,F 32750 License# CBC1255395 r,'E1r1:;CTRICIAN COMPANY GNATURE, , �' REGISTERED Y/N FEEcuRRla Y 1 N !� Address,` l License# PLUMBER ��[:,� COMPANY- SIGNATURE REGISTERED Y i N FEE CURRFs Y/N / Address License MECHANICAL COMPANY SIGNATURE REGISTERED I YIN FEE CURREA I Y/N Address License# OTHER r COMPANY SIGNATURE REGISTERED Y/ FEE CURRFN I Y/N Address License# _ eeeeeee.eeeeeeeelteeeeeeeeeeeeeeeeeeeeeeteeeeteeeeeoeeeeeeee � reeeree . 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 project 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 onshe,Construction Plans,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all newprojects.All Comm rcial 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. (A/C upgrades over57600) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarizec teller from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/FDotage) Driveways-Not over Counter if on public roadways-needs ROW ��ram, ` _��_ ,�,,%� ��•-a.,r.� '•a .'�i►� _'' � 2sl'� �.� Ir�`� ` 'S��'�q"' ��.�I! �FII I I 1 Ilfl �.r �; „ .'r �•I. k''•I 7fi i � ` � �i i i I I 1 s,��s. * 'f i„ ■ IiI times ��* ! 11�, y « � .� I� � i I, � �- F L, # Y an �11 1t 1 1 1 1 1 1 �•1 lil k L y I,1I 11'1II IIIIIIiii �,,, III• I•.a.. !,, 1 i I firth!�I I!,;,I,,!l„ �I I I��}��l'll�:I' • I �'��I � �� mil■ ti ��i,; " I Ilan� I ® � �, �ame - I1511 °1ih18 PIPI61: e ,,::`., 'n { r l l l l l jt 1 1 1 1 1 1 1 ■ � ..h � I,,,,yrillrl ��'�I1iIII 11p4II1rf � r 1'y1tr■l ii '� �,lili i 111 I III I I I I I I I I I I I R T L M Q 1��1 6) 1 111■ •�., i.� : E�.- � � . �III� ��I I I �=� .� .•. •. 1� ,a l �� T�F•;10�■ ` :I i p = k �� ,, _�;• Ii1�7A's �3 1 u>•11 �1 IIHI[I� .ICI' r : o a o ! ®JL. , ; ' 111i�I o ®� �.►� .. II�IEI. le °� All u tiler. �I11 1 c �'' Ir I ll0 1i u '{o�a ,c7•�. �'�I I I ' _ '-,'_ �-t 1.��r it IO��tl� � � � � I[6I[[� '��1 `�•� ■ .:J �. '�ors r. `. ;� ® �, ..�aw - 3}. , F,�•k ,�.1 ( ; It r � I1, I Ir r 7 F [ITTTTTT? ■."'— '•" 'if1, s a7 I -I ui�11 1 F .,.I. � ,I I I,I {f !,fill,II•I l l if��'(�'I I I I�I l.�rl�I �(llll�"I II I {I l l�i 11 I11 LI.I��r ! rar11 �rfllla r illj It�I I ,,tl� t I,21 e I 0 � {--�,. ■l01�� ra•= t' Cyr v+I(+ 7� s ors �Ilifl r -� I HI n"'L ■ � ■ � eB 116'� Ili!oll I • �"� � � a� �I�IF%r �•o I � M4.� i�� rlf 0�1�' •IG�� +�� s► filll_- •( �� I�iylii� I i 't ' ,i9'I� � q•f.t�;q :u I N• � � r i �'V.t! ri Lf M I,' 7 •i''i 11a1 p1�1 `v 1 , ,�{ �, ;;� f �-;-g I s�•E� '�� °��,� y I��f �f��i��k' �, t -r - --y _`�'�'_- � ," -ill.\,Y(�\.. ->//"•_�\ f.t.► r tiny HOMES Zephyrhills_Proposed Renderings for conceptual use only;to b l used as reference. Please note final design may vary. r .. -- �lr/�1¢`y ��yr`�S�C + ;��`r►i' �`, � + �� '4i � �� i �'y• ;tip. � r 1Y� �I rl r .01 /Y� '71 .. 7 r� J 4 J� w e�. �i, � -. y '�, '�►� _ .� , 7 fz er 'Igo .� it � � �'� �` � ,��` ,}. ', +{' -„_ fr � «_ 3 ,��,:. �`.6"'4' �f: ct �� 5�.'•� � * ri � � Y p C r� Y � `yf "�'mX j 7.(rx� i jzti,. f _ � � �. _ i r �� y �. 5 �l r � •�f a .#, _ ♦� y,� � } '1 ��t�` j�T� �n 4,1y s�.F � .2��a . ll'' -�ll '4� .k 'i. i .. � � • t iKi�z'. � .yMw! ' a ..( �' '- r 4�._K .I ?X� � +� y ��f5 r rr R g. oil I Jr • � A �: µCPR'..� .....::r- �.tr, -,/7��+ r. -�. Rtt ,'-fit.. •'/ ♦ Y �;+ �' :{}[ 1 Ape liZ Immmw its 1. `,r'�`'I + �-1• ' �� \ �� ,may. .f �� + `�', I I Offsite Str k`5. o Offsite Structure 2�$ i 2 Location Ma G)(J�O I SWe:NTS avner, S 5 61,a1 B&R Property Group, �8 �� ter; SHEET LEGEND LLC Offsite Structure X& 03 is-- i 1936 Bruce B Downs Blvd. SIP^� )o .0 Cover S6et&Demolition Site Plan Suite340 Wesley Chapel,FL 3343 1.0 Proposed Site Plan&Landscaping y d� Project Contact: o Christine Bennett �., 813-951-0729 � band ro PertY9 P 9 rou Q mail.com rP l; City of byrhDk _ os I�e Ilan Existing chain link fence x to be removed 8s Existing wood shed to be , s �� ' TINY HOMES removed ��` oo M s� _, j,` "� � - 5115 5th Street _f Zephyrhiiis,FL 33542 1_`x FIR c - - - — - X 1 • RI_,` �s ltroc1 of D-41oppIc I kl UP Autho:—z 5i?1ia ire ite Aq-i Rt%;nv Fc 'aij r SM I r�l 1 Demolition Site Plan �J state:1/16- •-o• i TABLE 0. ttreet Zephyrhills,FL 33542 General Demolition Notes General NoteN6400-0130 1. Existing building,shed,concrete sidewalk,driveway, 1. The contractor fences,vegetation and associated site items to be comply with a(Use(TMU) removed. any required p--. Contractor is rid D iStrl Ct) 2. Lot to be cleared and leveled for new construction, modifications,Gres water to be capped. Department. tesidential 8/16/2019 CITY COMMENTS-REV3 3. Demolition contractor to pull demo permit with 2. The contractor building department. to oil utility card-Inn relocations.Sui 4. No protected trees exist on site. Center i-800-P , 5. The only impervious improvement proposed is the 3. Contractor to telling Unit foundation of the tiny homes;Approximately 360 SF of traffic per FG each. _ 4. Contractor is re 6. If required,contractor to maintain all erosion and removal and d sediment control devices during the construction of IED Lper the project and replace as necessary. 5. The coniracto� Unit control barriers g7. Local ordinances to be followed in regards to and site condit g Unitdisposal of debris and materials. 6. Any damagetbrieS SITE PLAN PERMIT atcroods astao ors,F 32 SF per Dwelling Unit May 31,2019 for this work bye 7. Trench excavdlg Unit per Dwelling Unit 1 shall comply wi Cover Sheet& HealthAdminlsl Demolition Site Plan Standards. feS S. Maintenance jes the project are,` contractor for I es SP i 1 .0 r 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Buiiding,Department I Date Received Phone Contact forPermttting 13. J -072 4Q 13- 6Q owner's Name B It R Property Group,LLC owner Phone Number . 813-951-,0729 Owners Addrass 936 BmceB.D�owns Blvd.Ste 340 Wesley Chapel,FL Owner Phone Number 941-773-Q012 rvv ol—pta TM-1—ta-111— �+I/f.1 Owner Ph ne Number Fee Simple Titleholder Address N/A JOB ADDRESS 5115 5th Street Zephyrhills,FL 3354-2 LOT# 13,14,15 SUBDIVISION Zephyr Park PARCEL ID# 11-26-21-00 0=I6400-0130 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTRB ADD/ALT = SIGNI Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 Comm' r'^ .J OTHFIt Residential ShoTt.Term Rentals---I TYPE OF CONSTRUCTION = BLOCK ® FRAME STEEL .0 free( IT u rtiny ll$es ut 10 Sl w on tale.aj}j}rge. building j?arh DESCRIPTION OF WORK Iaus Q ed t0 site rnsta Cd OA Concrete I011II aI OIIS: role O OCL 1c b0 compete�III haS BUILDING SiZE I Story SQ FOOTAGE 60 SF Ea HEIGHT 13r-4" ®BUILDING $ VALUATION OF TOTAL CONSTRUCTION (Modular) $75 000 oer unit] =ELECTRICAL �� AMP SERVICE 150 AMP Q PROGRESS ENERGY = W.R.E.C. Each =PLurnBiNG �g =MECHANICAL ($ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY OTHR FINISHED FLOOR ELEVATIONS FI-89.Q7 FLOOD ZONE AREA =YES X No, 6 LDER COMPANY Corner one DesignBuild;Inc. SIG tNATURE /►+6r REGISTERED -Y TN. I - FEE CURRE, I Y/N Address I687.Timocuan Way,Ste 101;Longwood;F_ 32750 t.lcense# CBC1255395 �. ELECTRICIAN COMPANY SIGNATURE ] REGISTERED Y 1.4 FEE CuwEn. Y i N Address JI License#�— PLUMBER COMPANY Ti'�-Claire Services Inc SIGNATURE REGISTERED - - YIN .1 FEE CURREA Y/N Address 0740 Bluff Meadow Ct WesJ4 Chapel FL 33545 License#-j CF0-057962 MECHANICAL COMPANY SIGNATURE ( REGISTERED I Y!N FEECU(R'R'En�- Y!N Address ;License# OTHER COMPANY SIGNATURE REGISTERED Y/�N „FEE CURREn- Address License# T / II / 0L/ lIIItI'iIIlIlI itIIIII'l o ll /`/ I'IiiII I'll II'sIIIIIfIiTititlttti / I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-I Permit for new construction, Minimum ten(10)working days after submittal,date: Required onsits,Constmcton Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1.durimpster,Site Work Permit for subdivistonsttarge proje 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,Stonnwater Plans w/Silt Fence installed, Sanitary.Faclities&1 dumpster,Site Work Permit for all new projects.All cominerrial requirements"must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —*PROPERTY SURVEY required for 611 NEW construction. Directions: Fill out application completely. Owner&Connector sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner auttmrizing same OVER THE COUNTER PERMITTING (copy of contract required) - Remofs if shingles Sewers Service Upgrades'A/C Fences(PloUSurveyiFootage) Driveways-Not over Counter if on public roadways..needs ROW i 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 RESPONSIBILITES: 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 hat licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Insp ction 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 i not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE REC 3VERY FEES: The undersigned understands that Transportation Impact-Fees and Recourse Recovery Fees may apply t the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified ir Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,es 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 Joes not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furth rmore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with pplicable 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 "Fonda Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and onsumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above de cribed document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'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,Izoning and land development. Application is hereby made to obtain a permit to do work and installation as indicateo. I certify that no work or installation has commenced prior to Issuance of a permit and that all work will be perfo ed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land devel pment regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies I may apply to the intended work,and that it is my responsibility to identify what actions 1 must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads tland 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"V"unless expressly perms itted. - 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 connectign 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 rc quired. If I 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 vin the work a d not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a perrr�it 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 month st of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after th,time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to x Geed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutivi days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C co FLORIDA JURAT(F.S.117 3) V O OWNER OR AGENT CONTRACTORr/% O a = ubs"cr�ibed�and sw to(or af ri ed) fora matr�s subed and sworn to(or affirmed)before me this 0 � rr 7�LL by Mc l5tir��j e nnP tt �/ �/� by— CO I =) U. Q N is/a a personally known to me or haslhave produced who tslare personally knowitito me or hasihave produced (L u- as Identification. as identification. LJ L6_ .� 1. X �1/'-�l Notary Public Notary Public O f� 1 Z tT U U I Commission No.C'G I l H�� Commission No. 6G0585 } Name of Notary typed,printed or stamped Nam of d,print ZO i Y��pses yb f �•� ��«��' � EX \ y ♦tip e City of Zephyrhill BUILDING PLAN REVIEW OMMENTS Contractor/Homeowner: P,/�Y4104- DelS Date Received: Site: Permit Type: --I ►L I � Approved w/no comments:❑ Approved w/the below commen s: ❑ )enied w/the below comments: El L� This comment sheet shall be kept with the permit and/or plans. B ur ess—Bi mg O cial Date Contractor and/or Homeowner CAW�,n ,A--zei— (Required when comments are present) 813-7W-0020 City of Zephyrhills Permit Application Fax-813-780 OD21 Building Department Date Received Phone Contact for Permitting If I g 3 5 - 72 4 ] - 660 owners Name B&R Property Group,LLC owner Phone Number 813-951-0729 Owners Address 936 BraceB.Downs Blvd.Ste 340 Wesley Chapel,FL Owner P ione Number 941=773-0012 r..otmPT.Tm."%d_u._. NIA owner P ione Number Fee Simple Titleholder Address N/A JOB ADDRESS 5115 Sth Street Zephyrhills,FL 33542 LOT# 13,14;15 SUBDIVISION Zephyr Park PARCEL ID#.11-26-21-0010-16400-0130 (OST, NEC F"PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTRR ADDIALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM ®r OTHER TYPE OF CONSTRUCTION = BLOCK ® FRAME LJ STEEL Q ee. mo u tiny u es built o sit w_ on fate a r ve ul m s.; DESCRIPTION OF WORK cans ed to site costa ed on concrete fours attons. ro ec�tPo�ie com etng Rn pl BUILDING SIZE 1 StOrY SQ FOOTAGE 60 SF Ea HEI HT 13r70a ®BUILDING $ VALUATION OF TOTAL CONSTRUCTION (Modular) $75 000 per unit =ELECTRICAL $ AMP SERVICE 150 AMP 0 PROGRESS ENERGY = W.R.E.C. Each =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING -�] SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS +/-89.07 FLOOD ZONE AREA =YES X NO • ° BUILDER COMPA- Corneistorie.Design Build,Inc. NY SIGNATURE REGISTERED -YIN FEECURREn YIN Address 11687 Timocuan Way,Ste 101,Longwood,F 32750 Ucense# CBC1255395 ELECTRICIAN COMPANY SIGNATURE REGisTEREo Y/ N-" FEE CURREK Y/N Address License# PLUMBER COMPANY T i-Car_e Services Inc SIGNATURE / L� REGISTERED Y Y N FEE cuRRFJ '.Y I N . 4 Address 740 Bluff Meadow Ct Wes[ Cha el_FL 33545 License# CFC 057162 MECHANICAL COMPANY SIGNATURE FEGISTERED I Y/'N' FEE CURREN Y/N Address I License# OTHER COMPANY I . SIGNATURE REGISTERED Y7 N' - _ FEECURREr; Y1N Address License# 11I'll IIIIaI11•1111 111111f11aII111'IIiI [-II11.I'll I11•� �� r�•� RESIDENTIAL Attach(2)Plot Plans;(2)sets orBuffding Plans;(1)set of Energy Fomis;R W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Constr ictiiin Plans,Stormwater Plans wl Slit Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsfiarge prof cts COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for construction., Minimum ten(10)working days after submittal date. Required onsite;Constriction Plans,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All co merclal'requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. .i.1ctions Dire FlII out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AfC upgrades over$7500) Agent(for the contractor)or Power of Altomey(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'AIC Fences(PloUSuiveylFoolage Driveways-Not over Counter if on public roadways..needs ROW I i .. A ,`�� _�:�s;�,3.t:,r`fin,:,:, y y c' ..::. -''�,•.i�,:L`=4::�i itl •.�..:, �-��.. Existing residential 2. Location Map Scale:MS building to be removed. B&R Property Group, 9 s8 -Z SITE BM SHEET LEGEND LLC 6` 861#1 NAIL SP1.0 Cover Sheet&Demolition Site Plan 1936 Bruce B Downs Blvd. B 6 9sr Suite 340 Existing concrete Wesley Chapel,FL 3343 o�ERS °i, sidewalk and driveway to SP2.0 Proposed Site Plan&Landscaping project Contact: be removed,Typical. Christine Bennett .:86 x 813-951-0729 AA bandrpropertygroup@gmail.com Of Z4ePh)ffi& 00 ..SIP ApWvik 9A I [�3.�'OI� �"v� �� TINY HOMES &RT11 ��i00''�gj Beyye� pj� ► 5115 5th Street OTf�dG�1t.=�� 0� � �� 1 CoNQ��fiTf0�i • � Zephyrhills,FL33542 By Auth Dalt �' �1 E PLAI�APPPOVAL E��i� �a � SITE DATA TABLE I Address 5115 5th Street Zephyrhills, FL 33542 PIN: 11-26-21-0010-16400-0130 mmunity panel !one x Existing Zoning Traditional Mixed Use(TMU) Future Land Use Mixed Use(CRA District) s to be 1:4 max. r Site Area +/-0.21 Acres . PI areas in the -•';";, :I ings.Parking Existing Use Single Family Residential 8/16/2019 CITY COMMENTS-REV3 Proposed Use Commercial-Inn 4forts to protect.. : - Existing Gross Floor Area — -1,632 SF .if erosion control d/or silt screens to Proposed Gross Floor Area 320 SF per Dwelling Unit CITY OF " " BUILDING ZEPHYRHILLSNOTICE DEPARTMENT OF ADDITION OR CORRECTION . • NOT REMOVE I ADDRESS _ D TE PERMIT# 3EZT� OT_� AVM. Zzt THIS JOB HAS NOT BEEN COMPLETED. The following additions qr corrections shall be made before the job will be accepted. 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 780-002 O R RE-INSPECTION the installation. OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSP CTOR f� Cornerstone Design-5115 5th St 360 sq ft 3)Tiny Home Column 13 SQ. FEET PRICE MAIN OR LIVING: 369 $ 112.65 OTHER AREA UNDER ROOF: } $ 88.00 OTHER: $ - VALUATION $ 40,55-0 FEE SHEET $ 245.00, ADDRESS $ 30.001 DRIVEWAY $ 45.0011 BUILDING: $ 65.00 ELECTRICAL: $ 45.00 PLUMBING: $ 45.00 MECHANICAL: $ 45.001 SUB-TOTAL $ 200.001 TOTAL $ 200.00 SEWER: $ 1,463.00 WATER: $ 707.00 IRRIGATION: $ - TOTAL: $ 2,170.00 I WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 2,923.35 PARK IMPACT FEES $ 663.06 SIPS: 100.0% $ - 1.0% $ - TOTAL: $ - TIF'S: 99% $ _ 1% $ - TOTAL: $ 3,586.41 ,I Jacqueline Boges From: Gail Hamilton Sent: Thursday, October 10, 2019 4"0 Pi� To: Todd Vandeberg; Bill Burgess-Jacq eline Boges; Rodney Corriveau Cc: William Poe Subject: RE: Impact fees Hey Todd The CRA waived the transportation impact fees when they were doi g the coffee house and when that didn't pan out and they came back with the plans for tiny homes since this is anew oncept for the district and something we would like to encourage,the board agreed to waive fees...all done before w changed the ordinance. Thanks! From:Todd Vandeberg<tandeberg@ci.zephyrhills.fl.us> Sent:Thursday, October 10, 2019 4:26 PM To:Gail Hamilton<G Hamilton @ci.zephyrhills.fl.us>; Bill Burgess<bburgess@ci.zephyrhills.fl.us>;Jacqueline Boges <jboges@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Cc:William Poe<WPoe@ci.zephyrhills.fl.us> Subject: RE: Impact fees To my knowledge I don't believe (at least currently)that we provide a discount on TIF based on the size of an individual unit. I'm not sure what the rational nexus would be to reduce the fee I'm not sure when we will be having KH review the TIF ordinance fees again? 4- <re� 1w�atqsvV Zephyrhills r2030 L �:4Z �- 7'Odd 9.: 1Vande Berg Director of Planning Planning Department City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Phone: 813.780.0006 Fax: 813.780.0005 vandeberg@ci.zephyrhills.fl.us "It's not the Plan that's important.... it's the Planning" From:Gail Hamilton<G Hamilton @ci.zephyrhills.fl.us> Sent:Thursday, October 10, 2019 2:46 PM 1 To: Bill Burgess<bburgess@ci.zephvrhills.fl.us>;Jacqueline Boges<'bo es ci.ze h rhills.fl.us>; Rodney Corriveau <RCorriveau@ci.zephvrhills.fl.us>;Todd Vandeberg<tvandeber ci.ze h rhills.fl.us> Cc:William Poe<WPoe@ci.zephyrhills.fl.us> Subject: RE: The project is to receive transportation impact fee credits from the CR . Agree with you on the impact to city services, as well. Thanks! Gail From: Bill Burgess<bburgess@ci.zephvrhills.fl.us> Sent:Thursday,October 10, 2019 2:41 PM To:Jacqueline Boges<iboges@ci.zephyrhills.fl.us>; Rodney Corriveau RCorriveau ci.ze h rhills.fl.us>;Todd Vandeberg<tandeberg@ci.zephyrhills.fl.us> Cc:William Poe<WPoe@ci.zephvrhills.fl.us>; Gail Hamilton<GHamilton@ci.zephyrhills.fl.us> Subject: RE: We need to discuss that Jackie as these are tiny homes and probably wouldn't impact the city services like a normal residential home...Maybe the apartment rate would be a more fair rate. What is everyone's thoughts? From:Jacqueline Boges<iboges@ci.zephyrhills.fl.us> Sent:Thursday,October 10, 2019 11:44 AM To: Bill Burgess<bburgess@ci.zephvrhills.fl.us>; Rodney Corriveau<RC rriveau ci.ze h rhills.fl.us>;Todd Vandeberg <tandeberg@ci.zephvrhills.fl.us> Subject: RE: Which impact fee would we charge under for what type construction? From: Bill Burgess<bburgess@ci.zephvrhills.fl.us> Sent:Thursday, October 10, 201911:19 AM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>;Todd Vandeb rg<tandeberg@ci.zephyrhills.fl.us> Cc:Jacqueline Boges<iboges@ci.zephvrhills.fl.us> Subject: RE: By ordinance, they would get credit for one and have to pay full amounts for other two.... From: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Sent:Thursday, October 10, 201910:52 AM To:Todd Vandeberg<tandeberg@ci.zephyrhills.fl.us>; Bill Burgess< bur ess ci.ze h rhills.fl.us> Cc:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Subject: Does anyone remember how we were to do the impact fees for the ti ly home project? They have submitted plans. I have the attached from the 19 Oct 2019 meeting. That is the only thing I have. Thanks, rod ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BA Rodney V. Corriveau, AICP Senior Planner 2 Thank you! I did get a voicemail from Jackie regarding the address and subs. It is my understanding that this project is approved by the planning department as 3 buildings on one lot as the lots cannot be subdivided that small within the CRA. I thought that the address would be subdilrided into 51115A,B,C. Will Pasco county issue separate addresses if they are all on one lot? Regarding the subs I have already informed the GC on having his subs signed on and registered, I will be following up with him again. Thank You, Christine Bennett Sent from my iPhone On Nov 19, 2019, at 2:24 PM, Gail Hamilton<GHamilton ci.z, h hills.fl.us>wrote: Hey Christine! See response in red below...I have also included Rodney and ackie on email just in case I might be incorrect with answers! Thanks! Gail From: Christine Bennett<studioz.pyop@gmail.com> Sent: Monday, November 18, 2019 2:26 PM To:Gail Hamilton<GHamilton@ci.zephyrhills.fl.us>;Aaron Bennett<bandrpropertygroup@gmail.com> Subject: Re: 5115 5th St EXTERNAL EMAIL Good Afternoon Gail, We appreciate the assistance in significantly lowering these impact fees from what was originally sent our way. Back when this project was to b Studio Z our total impact fees were just under$2,200, so a part of us figured it would be in that ballpark. However, we understand that we now have 3 separately permitted structures. We have reviewed the fee schedule and have a few additional questions below: I 3 1. From a previous conversation with the building department, I was told that typically plans are held for 6 months from the day of approval and disposed f after 7 months. Being that this project has 3 phases of 3 tiny homes to be completed wit in 3 years of certificate of occupancy; we would need to confirm an extension. Our plan is to pu 11 one permit at a time and pay for each permit as we are ready to commence each phase. Th s will be more feasible for us rather than having to pay the full amount for all three at once. C m we have some type of extension agreement with the building department on this? I would iate to have to re-submit if drawings are disposed of or pay impact fees for a tiny house that hasn't yet been built. What you have submitted is for all 3 homes, Jackie suggest you permit one house at a time, then you only pay fees for that one house. I don't think you need to create new plan just identify as you permit. 2. Is the'other area under roof the porch? Yes 3. There is a$30.00 address fee, is this to add a new address into the system? I'm assuming that each tiny home would be A,B,C? 5115A, 5115B, 5115C�s this correct?Will we be assigned the address upon building permit pick-up? Pasco County ha dles addressing, you will need to contact them... If you have any questions for addressing ple se contact Pam Walton at pwaltonkpascocountyfl.net or Michele Arnold_at marnold pascocountyfl.net 4. There is a$45.00 driveway fee, We will not be cutting driveway's into the right-of-way as we are using the existing alley as access to our parking area. Can this fee be removed?No, it is part of the overall permit cost 5. Any wiggle room on the Sewer/Water impact fees based on size of building? I have left message with Utilities Director regarding fee, will let you know. 6. Is Zephyr Park still planning to have improvements in de? I remember there was a redevelopment plan with renderings for the park, curious how that is coming along. Yes, we are working on plan to improve the water quality of lake in order to receive grants for redevelopment of the Park. Thank You! Christine Bennett j On Wed,Nov 13, 2019 at 11:04 AM Gail Hamilton<G amilton(i�ci.zgphyrhills.fl.us>wrote: 4 Hey Christine Attached are the 3 impact sheets for your project...after ou review if you have any questions, give me a call. Building reduced all fees to $7372.82 Gail K Hamilton Director Community Redevelopment Agency City of Zephyrhills 5335 P Street Zephyrhills, Florida 33542 amiltongci.zephyrhills.fl.us (813) 780-0202 direct line Disclaimer:Fla.Stat.668.6076"Under Florida law,e-mail addr sses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact this office by phone or in writing." Disclaimer:Fla.Stat.668.6076"Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records rec uest,do not send electronic mail to this entity.Instead,contact this office by phone or in writing." 5 INSTR#2020027060 OR 6K 10054 PG 2306 Page 1 of 1 02/18/2020 01:05 PM Rcpt:2136433 Rec:10.0 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller 1 NOTICE OF COMMENCEMENT Permit No. ' Tax Folio No "�"0010 lumanv THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in laccordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCE ENT. I.Descrlption of property(legal description): OITYOF2EPNYRr PBI PO 51 LOT 19 LE56NORTH25.00 RTHEREOF5A OFLOTa 14&15 aLOeK 1650R95/5P061.-' 61155AALyryN6,,RStS.R Y a)Street(job)Address: (! vte�l �$ ' a S Q 2.General description of improvements:Three(3)manufactured Uny homes bull offsite by Comerstone ConsWetion l0 6'e Install d o ounda0ons. jy V E 3.Owner Information i p m c 1T' N U a)Name and address: 'M P. gGroup,LLO 1a0a D. S-D. BNd STE am W.."Ch.pW.FL MW H oi CD N _Y b)Name and address of fee simple titleholder(if other_than owner) _ _• _ E o m W c)Interest in prop erty °n" M 'o to N a) 4.Contractor Information O a U a)Name and address:Brett Hiltbrand-Comerstone Design Build,Inc.-1687 Timowen Way,STE 101 Longwood;FL,32750 �5 e •V �, b)Telephone No.: (407)413-9660 Fax No.(Opt.) ice+ y ' 15 o w 5.Surety Information a)Name and address: wA U m a1 b)Amount of Bond: o u c)Telephone No.: Fax No.(Opt.) R1 L 6.Lender I '� a t 10 " a)Name and address: WA I o > Phone No, p Yo � o a 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: m a)Name and address: Chdstine Bennett B&R Property Group,LLC 1936 BrLw B.Dovms BNd•STE 340 Wosley Chapel,FL33543 ! N (D tF Y T b)Telephone No.: 813.911.0729 Fax No.(Opt.) S.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a)Name and address: NIA j b)Telephone No.: Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE;EFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE a ' COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA r IO w 't COUNTY OF PASCO •.SignatureofOwnero er's uthari d fticer/Director/Partner/Manag&r # Chdstlne S.Barnett Print Name �7 The foregoing instrument was acknowledged before me this day of fit 20 by hr iS�T�2 yw& as olx_T etc (type of authority,e.g.officer,trustee, Julie Leach attorney in fact)for (name of pa n ehalf of hom ns 4#.ffk5&IC Personally Known—OR Produced Identification STATE OF FLORI Notary Signature 48 Type of identification Produced `(� aC1WtIS 11�tMTa� Name(Print) OII� ecat;(� c Expires Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I hav�read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. F0R51S'N0Cmd3007\ Signature ofNaturel Person Signing(in line#10.)Above Jacqueline Boges From: Bill Burgess Sent: Wednesday,April 29, 2020 8:10 AM To: Jacqueline Boges; Christine Bennett Cc: Aaron Bennett Subject: RE: Permit 22121 That will work...The only thing I caution is plans may need to be resub itted upon new Building Code Editions. From:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Sent:Tuesday,April 28, 20201:50 PM To:Christine Bennett<tinyzhills@gmail.com> Cc: Bill Burgess<bburgess@ci.zephyrhills.fl.us>;Aaron Bennett<band propertygroup@gmail.com> Subject: RE: Permit 22121 Will let Bill approve this he will be back in office on Wed 29th. Will let ou know Christine thanks. From:Christine Bennett<tinvzhills@gmail.com> Sent:Tuesday,April 28, 2020 8:41 AM To:Jacqueline Boges<jboges@ci.zephvrhills.fl.us> Cc: Bill Burgess<bburgess@ci.zephyrhills.fl.us>;Aaron Bennett<band rpropertygroup@gmail.com> Subject: Re: Permit 22121 EXTERNAL EMAIL Good Morning Jackie, Sheet SP2.0 (See Photo Below) from the stamped site plan revie r approval drawings has a note that indicates this as Rodney requested it to be added to the drawings. Let me know if that is sufficient. If not, I can request a letter. Thank You, Christine Bennett 1 t y e x r 36 moo" eted with ot initial �# OCCU anenklY units to be Perm too Or JI _�y�.. a 4' f�al,3 *� � � w� `.'� �a»i KA tsr �y ,s# L x;�• �".> t „ .4�` r .fir _ 4r ,�--^..— From:Jacqueline Boges<�boges@ci.zephyrhills.fl.us> Sent: Friday,April 24,20201:25 PM To:Christine Bennett<tinvzhills@gmail.com>; Bill Burgess<bburgess@ci.zephvrhills.fl.us> Cc:Aaron Bennett<bandrpropertygroup@gmail.com> Subject: RE: Permit 22121 Thanks.Christine Bill will let you know on Monday he is off t day. Have a great weekend. Jackie Boges <image001.jpg> 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a pe sonal friend. His is not a creed,a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. E ectronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may t erefore be subject to public disclosure. If you received this message in err r, please do not read, forward, copy, etc. and delete immediately. From:Christine Bennett<tinyzhills@gmail.com> Sent: Friday,April 24,2020 12:47 PM To: Bill Burgess<bburgess@ci.zephvrhills.fl.us>;Jacqueline B ges<jboges@ci.zephvrhills.fl.us> Cc:Aaron Bennett<bandrpropertygroup@gmail.com> Subject: Permit 22121 EXTERNAL EMAIL Good Afternoon Bill &Jackie, 4 I am contacting you to request an extension for the 3 tiny home building permits. I know we are close to the 6 month deadline from when they were originally stamped approved. We currently have an issued permit for the first tiny house at 38277 4t Avenue(22121). This first home is targeted to be completed by next month as COVID-19 has presented delays in the original construction timeline. However, the second and third tiny houses (38281 and 3 285 4th Avenue) are also approved but have not yet been issued permits as these are to be phased for a later date. We discussed this late last year and were told to request an extension until we are ready to pull the permits and start the next phases. Please advise if there is anything further required. Thank you for your continued assistance and stay safe! Christine Bennett Tiny Houses Zephyrhills 38277 4th Avenue Zephyrhills, FL 33542 tinyzhiIls(@.qmail.com Follow: @tinyhouseszephyrhills Disclaimer:Fla.Stat.668.6076"Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records req aest,do not send electronic mail to this entity.Instead,contact this office by phone or in writing." Christine Bennett Tiny Houses Zephyrhills 5 38277 4th Avenue Zephyrhills, FL 33542 tinyzhills aagmail.com Follow: @tinyhouseszephyrhills Disclaimer:Fla.Stat.668.6076"Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact this office by phone or in writing." 6 Cornerstone Design- 5 5th St 360 sq ft (1) my Home Column SQ. FEET PRICE MAIN OR LIVING: 360 $ 112.65 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 40,554.00 FEE SHEET $ 245.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 65.00 ELECTRICAL: $ 45.00 PLUMBING: $ 45.00 MECHANICAL: $ 45.00 SUB-TOTAL $ 200.00 TOTAL $ 200.00 SEWER: WATER: IRRIGATION: $ - TOTAL: $ WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: $ - SUB-TOTAL $ 200.00 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - TIF'S: 99% $ - 1% $ - TOTAL: $ 200.00 e Cornerstone Design-5115 5th St 360 sq ft (21 Tiny Home Column SO. FEET PRICE MAIN OR LIVING: 360 $ 112.65 I OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 40,554.00 FEE SHEET $ 245.00 ADDRESS $ 30.00 DRIVEWAY1 $ 45.00 BUILDING: $ 65.00 ELECTRICAL: $ 45.00 PLUMBING: $ 45.00 MECHANICAL: $ 45.00 SUB-TOTAL $ 200.00 TOTAL $ 200.00 SEWER: $ 1,463.00 WATER: $ 707.00 IRRIGATION: $ - TOTAL: $ 2,170.00 WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 2,923.35 PARK IMPACT FEES $ 663.06 SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ TIF'S: 99% $ - 1% $ - TOTAL: $ 3,586.41 Natchez Crape M rtle Tree CODE INFORMATION /� CODE 1/ QN r7C 9077 M rID1NN!16C 7074 V� MANUFACTURER CORNERSTONE TINY HOMES 11•'1 .C� BUIIAING TYPE MOMACTUM SUEDNG CONsnamnm TYPE v-B FIRE PROTECTION 1101E Coontie Shrub,Typical SYSTEM Ai OCCUPANCY R-3 p Existing Mailbox to ALLORABIE NUMBER OF STORIES ' remain BASIO"�+°SPEED __ Outdoor 56"1 \ EXPOSURE D 6'H Privacy Fence Amenity Area \ ENCLOSURE ENaDSED (145 LF) \ \\ 4'H White Picket INTERNAL P COUNT +1-0.18 / \ \ IMPORTANCE FACTOR 1.15 Fence(65 LF) Rom DEAD LOAD 1oP5F \ \\ Future Tin \ \ Home \\ ROOF UVE LORD 9_ \ \ aR 3oae. 12A \ \ \\(Phase 1) \ FLOOR„VE LOAD 40PSF \ \ \ \ \ \ \ Public sidewalk to beprovided RATING OF ROOF ,3,59D �` Future Tiny' \\ ►aouLES PER BUILDING ' \\ Home by CRA Sidewalk location to be HURRICANE PROTECTION USAGE No \ \\ determined by City Planning HURRICANE SHELTER USAGE ND \` "(Phase II) \_'-\ \ \\ Department and CRA. SQUARE FOOTAGE 350 sarr. " Tiny Home `� \ \ \ REVISIONS \ \ ` Phase III \ REV\ DESCRIPTON DATE BY 1 1 UPDATED NA710R PLAN-RECTANONAR PMR/05 3-5-20 IED 3-6-70 IED b 9 PHASE■INONE SRE gPEaF1C .2 Compact Simpson's Stopper Shrub,Typical II Foxtail Single Palm,Typical Queen Emma Crinum Lily Shrub,Typical .hsttal Croton&Ti Plant s a Combination,Typical 3 W White Picket Drown MED Typical Date: Gate i YP 9-23-19 19 Overhead Powerline 4'H White Picket N/A ..t . Fence(108 LF) �� BENNETT - ZEPHYRILLS Z�tNy tL 1A� Proposed Elevation:89.07 EL JIijuG UF111Ct (Approximately 12"from finished grade to first floor elevation. Public sidewalk to be prov' by CRA.Sidewalk lac ' to be determined by ity Planning Department and CRA. Pervious 1 Proposed Site Plan&Landscaping General Site Plan Notes&Legend S.Ie:118.-1 O Direction of Drainage Flow pavers to extend to sidewalk. 1. Landscaping may be phased to coordinate with phasing of dwelling units. White lattice wall with vine 2. Underground utilities to be located prior to excavation of landscaping. vegetation to conceal parking. PREVAILING 3. Planting beds to be finished with 3"layer ofhardwood mulch'or equal. See Detail 2/SP2.0 for Decorative ALL WORK SBUILDINHALL COMPLr c D Signage CODES FLORIDA 4. Planting beds shall be treated with pre-emergent herbicide prior to installation of plant NATIONAL ELECTRIC CODE,ILL 3/8/20 material. 5. Al plantings shall be fertilized as required. AND'THE CITY OF 2EPHYRH ORDINANCES 6. Florida Friendly drought tolerant plants to be used.Temporary irrigation to be used. Matthew T. Baldwin P.E. permanent in-ground system not required. LLJ Florida License f64608 l- C 7. Sod to be replaced as necessary. (I) Sheet: S 1 0 f m 35'-0" 10'-0" '-4 7/8" 2'-7 1/81 /8" 1 0'-0" 1 O'-0„ CODE INFORMATION CODE VERSION r1C 20n..,MOON s NIC 2014 A MANUFACTURER C016EASIONE 1MY HOMES BUILDING TYPE MANaFACIURFD 61RL.ID CONSTRUCTION TYPE 1. .1 1; :,;: FIRE PROTECTION NONE 1:'. 'I I..-.•: M t•'•.�:...1 NONE '1 . 1•'+`:;"1 L4'_i:J FIRE SUPPRESSION SYSTEM 1-.x:.,..-.1 OCCUPANCY R 3 A ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED lHOvWh EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.16 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD iOPSF ROOF LIVE LOAD 2OPSF OR]CO. FLOOR DEAD LOAD IOPSF O FLOOR LIVE LOAD 4OP9F I R"RATING OF WALLS. FLOOR ROOF 13.11.20 N MODULES PER BUILDING HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SO.FT. REVISIONS REV DESCRIPTON DATE BY I UPDATED ANCHOR PLAN-RECTANOUIM P53164 3-5-20 MID 2 PHASE■HOME SITE SPECFIC 3-e-20 Mm TL. ...'T r 1 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, PLAN VIEW NATIONAL ELECTRIC CODE, ( ANAND THE CITY OF ZEPHYRHILLS Drown W. MED 19/32" CDX PLYWOODRDINCES Dab: 9-23-19 Sc N/A SMOTE FASTENED WITH 6 10DNNAILSOAT WOOD ( ) BENNETT - ZEPHYRHILLS CUB-GRADE 41LS. -To BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, AND (CAN) BE 1PARTAL PARTIALLYCONCRETE UNDERGROUND) 6TH EDITION III U 2.500 PSI COMPRESSIVE STRENGTH AT 28 DAYS -ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE (x3) #4 REBAR ® 6" SPACING -PAVING SLAB FOR SIDEWALKS SHALL BE 4" THICK AND SHALL BE REINFORCED WITH 6 X 6-WI.4XWI.4 W.W.F. PROVIDE CONTRACTION -�c JOINTS AT A SPACING OF APPROXIMATELY 6'-0" O.C. AND 1" EXPANSION JOINTS AT A SPACING OF APPROXIMATELY 30'-0" O.C. 1'xl' x 2.5' BELOW GRADE -PAVING SLAB FOR DRIVEWAYS SHALL BE 6" THICK AND SHALL BE REINFORCED WITH 6 X 6-W1.4XW1.4 W.W.F.. PROVIDE CONTRACTION RECTANGULAR PILING FLOOR JOIST JOINTS AT A SPACING OF 15'-0" TO 25'-0" AND 1" EXPANSION JOINTS AT A SPACING OF 90'-0" TO 120'-0". I. REINFORCING STEEL AR) REQUIREMENTS: -MINIMUM GRADE 40 STEEL MIN. 1500PSF SOIL GRADE -REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: A BEARING CAPACITY 6" MIN A.G. -THE REBAR IS BENT COLD (VARIES FOR LEVELING) -THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND J -REINFORCEMENT PARTLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO •d ° Q ALIGN WITH A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. I C LLI -2" CWHERE MINIMUM THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. y ° REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT .�i�;• { LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR cm • ' ° WEATHER. Z GALVANIZATION: -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER n 3/8/20 SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECTION A o = Matthew T. Baldwin P.E. ( Florida License #64608 P < Sheet: Al O F 1 Page is too large to OCR. Page is too large to OCR. \ \\ Natchez Crape M rile Tree ( Corfle1ç1tOIlO CODE INFORMATION /� CODE VERSION Fec 2017 Oa MMON A NW 3014 V� MMNFACIURER CORERSTONE TW HOMES 1�.1 &HIDING TYPE MOWACTIAED BULONc �� CONSTRUCTION TYPE V-B FIRE PROTECTION NDtE a6Ay� Coontie Shrub,Typical FlU Mf°' O Existing Mailbox to ALLOWABLE NUMBER OF STORIES i 1oti2 \ remain BASIC vRND sPEE° teD_ Outdoor \ EXPOSURE D )6'H Privacy Fence Amenity Area \ ENCLOSURE ENCLOSED (145 LF) \\ \ 4' H White Picket IN>ERNAL PRESSURE COEFFICIENT +1-0.18 / \ IMPORTANCE FACTOR 1.15 ( p/ \\ \\ Future Tin \ Fence 65 LF) ROOF DEAD LOAD ,oPSF \ \ Home \ ROOF USE LOAD 2OPSF OR 30N0. FLOOR DEAD LOAD _OPSF 12A \\ \ \\(Phase 1) \\ FLOOR LIVE LOAD 40PSF 2 1318,20 \ .J \ 'R'RATING�WALLS,FLOOR,ROOF �\ \\ Future Tiny\ \\ \ Public sidewalk to be provided MODULES PER BUILDNG , Home \ \ \\ by CRA.Sidewalk location to be HURRICANE PROTECTION USE NO \\(Phase II) \ \\ \ determined by City Planning NURRIGwE SHELTR I$ATEAG No 1 \\ \ Department and CRA. FOOTAGE 360 SOFT. Tiny Home `, \ \ \ \ �' , REVISIONS �� Phase III �!y REV DESCRIPTON DATE BY � `, \\ \\ \. V ' t UPDATED ANCHOR PUN-REIWAWKRAR„LOWS 3-5-20 ,M:D P14150N HOME Sr W \ `1 \ \ 2 PE M E SPEONC 3-8-20 MED Compact Simpson's z, \ Q Stopper Shrub,Typical Foxtail Single Palm,Typical \ \ Queen Emma Crinum Lily Shrub,Typical As ; : Croton&Ti Plant a Combination,Typical MED 3'W White Picket Drawn By: - - Gate,Typical OaL. Overhead Powerline 9-23-19 a 4 H White Picket N/A t: Fence(108 LF) �\Vv� BENNETT — ZEPHYRILLS 18J0 ��14� Proposed Elevation:89.07 ELy�A't';: (Approximately 12"from finished CWT a yl"} grade to first floor elevation. pUII. SG OflC1A Public sidewalk to be prov' by CRA.Sidewalk lo ' n to be determined by ity Planning General Site Plan Notes&Legend Department and CRA. Pervious Proposed Site Plan&Landscaping Direction of Drainage pow pavers to extend to sidewalk. l 1. Landscaping may be phased to coordinate with phasing of dwelling units. White lattice wall with vine ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, 2. Underground utilities to be located prior to excavation of landscaping, vegetation to conceal parking. NATIONAL ELECTRIC CODE, 3. Planting beds to be finished with 3'layer of hardwood mulch•or equal. See Detail 2/SP2.0 for Decorative AND THE CITY OF ZEPHYRHILLS Signage 4. Planting beds shall be treated with pre-emergent herbicide prior to installation of plant ORDINANCES Z 3/8/20 material. 5. Al plantings shall be fertilized as required. 6. Florida Friendly drought tolerant plants to be used.Temporary Irrigation to be used, Matthew T. Baldwin P.E. permanent in-ground system not required. W Florida License 64608 7. Sod to be replaced as necessary. (/) Sheet: S 1 O F 1 35'-0" 2'-7 1/8" 10'-0" 10'-0" 10'-0" '-4 7/8" CODE INFORMATION CODE VERSION F80 2017 66,®IAN A NBC 2014 A WWUFACTURER cmewwIOIE 1011'HOYFS BUILDING TYPE VMMACIURED BUADINO CONSTRUC11ON TYPE V-S I,.. -.'I FIRE PROTECTION NONE t•..�:..��.1 t- ".J NONE L+'_i:.:J L_'_i�J FIRE SUPPRESSWN SYSTEM OCCUPANCY R-3 A ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED I60"p6 EXPOSURE 0 ENCLOSURE OII9. ED INTERNAL PRESSURE COEFFICIENT +/-0.i6 IMPORTANCE FACTOR 1.15 ROOF DEAD LMD tOPS ROOF LIVE LOAD 2OPSF OR 30016. FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 4OPSF I "R"RATING OF WAILS.FLOOR, ROOF 13,19.20 N MODULES PER BUIDING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SQ.FT. REVISIONS REV DESCRIPTON DATE BY 1 UPDATED ANRIOR PLAN-RECTANOUWR PR1108 3-5-20 MED 2 PIMSE M NOW ME SPECFIC 3-6-20 MED t'. PLAN VIEW Drown O: MED 19/32" CDX PLYWOOD Date: 9_23-19 NOTES: SIMPSON H6 OR EQUAL N/A FASTENED WITH (6) 10D NAILS AT WOOD SUB-GRADE-TO BE TER TTE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, AND (5) 1"x1 j" TAPCOM TO CONCRETE BENNETT - ZEPHYRHILLS 6TH EDmON (CAN BE PARTIALLY UNDERGROUND) - INN U 2.500 PSI COMPRESSIVE STRENGTH AT 28 DAYS -ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE (x3) #4 REBAR ® 6" SPACING -PAVING SLAB FOR SIDEWALKS SHALL BE 4" THICK AND SHALL BE REINFORCED WITH 6 X 6-W1.4XW1.4 W.W.F. PROVIDE CONTRACTION JOINTS AT A SPACING OF APPROXIMATELY 6'-0" O.C. AND 1" EXPANSION JOINTS AT A SPACING OF APPROXIMATELY 30'-0" O.C. 1'xl' x 2.5' BELOW GRADE -PAVING SLAB FOR DRIVEWAYS SHALL BE 6" THICK AND SHALL BE REINFORCED WITH 6 X 6-W1.4XW1.4 W.W.F.. PROVIDE CONTRACTION RECTANGULAR PILING FLOOR JOIST JOINTS AT A SPACING OF 15'-0" TO 25'-0" AND 1" EXPANSION JOINTS AT A SPACING OF 90'-0" TO 120'—O". REINFORCING STEEL (�) REQUIREMENTS: —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: MIN. 1500PSF SOIL GRADE BEARING CAPACITY —THE REBAR IS BENT COLD s" MIN A.G. (VARIES FOR LEVELING) —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND J —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ed e ALIGN WITH A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. .COVER: F— —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. e W REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND �" FOR COARSE GROUT 0 BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT L\A LESS THAN 2" FOR MASONRY UNITS Wmi FACE EXPOSED TO EARTH OR WEATHER, AND 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR a e' WEATHER. GALVANIZATION: zQ —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN C1T" 'W j f L; •! ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS. SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER ` 6 SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ��''�Li��(AF ,}�t,�.AL 3/8/20 1'1'PR 1iUI'C�_ � V�3RK SHAt-i.COMPL�'V�1:., . � :)ES FLORIDA CODE, SECTION A O t71GNAL ELECTRIC CODE, I Matthew T. Baldwin P.E. OF ZEPNYRHILLS U Florida License 64608 ;�D THE CITY z 1RDWANCES < Sheet: Al OF 1 r i t o o) O O E o ° N O O o a (tApLY WITH PREVAILING L c 0 ^ ALL.WORK RIDA BUILDING CODE. (W 2 c °- ° K*JAL ELE PCj�(Rt 1LLS N m an THE Cfl ' z � a oa) � � ° SD ° o U 1FM1 O)a) N o� > aop O ao <_ c ° E ° � L o -o f ` N o H �, Q a o o f REviPN` __ i m M = O 0 U N O C1 v J — ` � M c 4 > ou 3 c a) � H = L U o o w w m MATERIALS: DESIGN PRESSURES -180 Mph PRESERVATIVE TREATMENT: 7/ornerstone SAWN LUMBER: CONFORM TO GRADING RULES OF SPIB, WWPA, WCLIB OR WOOD MATERIALS ARE REQUIRED TO BE 'TREATED WOOD" UNDER CERTAIN CONDITIONS IN L� T './ .y NLGA, FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. ROOF +16.8 -36.1 ACCORDANCE WITH 2017 FBC 6th EDITION "PROTECTION AGAINST DECAY AND TERMITES". S I E E I I N D EA ■■ny Holnsac WALLS +19.4/-17.5 CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD-PRESERVERS MEMBER USE SIZE SPECIES GRADE DOORS +19.4/-17.5 ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD CS-1 COVER SHEET PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY A-1.1 FLOOR PLAN CODE INFORMATION STUDS & POSTS 2x4 SPRUCE PINE FIR (SPF) NO. 2 WINDOWS +19.4/-17.5 ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. _ 1 2 3 4 5 A-2.1 REFLECTED CEILING PLAN CODE VERSION INC ton 69,EDITOR]M41EC FLOOR JOISTS 2x6 SPRUCE PINE FIR (SPF) NO. 2 ZONE FLOOR SKIDS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY MANUFACTURER CORNERSTONE TINY HOMES +8.1 +11.8 +16.8 +19.4 +18.9 5-1.1 FRAMING PLAN -18.9 -30.2 -36.1 -17.5 -16.7 UC4B (GROUND CONTACT, HEAVY DUTY). FLOOR JOISTS, SUBFLOOR SHEATHING SHALL BE BUILDING TYPE Mu+uFAcruRED BUILDING PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC3B (EXTERIOR ABOVE S-2.1 FRAMING DETAILS CONSTRUCTION TYPE V-B GROUND, UNCOATED OR POOR WATER RUNOFF). FIRE PROTECTION NONE WOOD STRUCTURAL SHEATHING (PLYWOOD): S-2.2 FASTENING SCHEDULE WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, FIRE SUPPRESSION SYSTEM NONE ORIENTED STRAND BOARD, AND COMPOSITES OF VENEER AND WOOD BASED METAL CONNECTORS/PT WOOD: S-2.3 FASTENING SCHEDULE RISK CATEGORY a MATERIAL CONFORMING TO PRODUCT STANDARDS PS-1 AND PS-2 OF THE ALL METAL HARDWARE AND FASTENERS IN- CONTACT WITH PRESSURE TREATED LUMBER BE S-3.1 FLOOR FRAMING OCCUPANCY R-3 U.S. DEP. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). STAINLESS STEEL TYPE 316L. AT THE OWNERS RISK AND DISCRETION, HOT-DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS S-3.1 FLOOR FRAMING — OPT. PORCH ALLOWABLE NUMBER OF STORIES MINIMUM APA RATING STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF BASIC WIND SPEED 18omph AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED S-4.1 EXT. WALL FRAMING O LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE EXPOSURE ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF S-4.2 EXT. WALL FRAMING ROOF 19/32 48/24 C-D 1 PRESERVATIVE TREATMENT OF THE WOOD. ENCLOSURE ENCLOSED S-4.3 INT. WALL FRAMING INTERNAL PRESSURE COEFFICIENT +/-0.188 WALLS 19/32 48/24 C-D 1 ROOFING NOTES ROOFING SHALL BE FIBERGLASS, MINERAL SURFACE BASED ASPHALT ROLL ROOFING S-5.1 ROOF FRAMING PLAN IMPORTANCE FACTOR 1.15 FLOOR 3/4 48/24 C-D EXT. COMPLYING WITH ASTM D 3909 CLASS H, ASTM D 6380 CLASS M, OR CLASS WS RATED S-5.2 ROOF FRAMING - OPT. PORCH ROOF DEAD LOAD TSPSF FOR 160 MPH OR EQUAL. OR STEEL ROOFING COMPLYING WITH ASTM A 924 / ASTM A ROOF LIVE LOAD 2OPSF OR 3001b, 924M. S-5.3 ROOF FRAMING/PORCH DETAILS FLOOR DEAD LOAD 1OPSF UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR TYPE II OR ASTM D 4869 S-6.1 ELEVATIONS FLOOR LIVE LOAD 4OPSF WOOD FRAMING: TYPE II OR TYPE IV, OR ASTM 1970 OR ASTM D 6757. EQUIVALENT ENGINEERED WALL PANELS MAY BE SUBSTITUTED FOR WALL FRAMING. ENGINEERED WALL PANELS S-6.2 ELEVATIONS - OPT. PORCH 'R' RATING OF WALLS: FLOOR.ROOF 13,19,20 MUST HAVE SPECIALTY ENGINEERING, SIGNED & SEALED CALCULATIONS SUBMITTED TO ENGINEER OF RECORD MODULES PER BUILDING 1 FOR REVIEW , ENGINEERED WALL PANELS SHALL INCLUDE EQUIVALENT HEADERS, UPLIFT, LATERAL AND OUT OF APPLIED IN ACCORDANCE WITH R905.1 2017 FBC 6th EDITION P-1.1 PLUMBING PLAN PLANE ULTIMATE LOAD RESISTANCE. HURRICANE PROTECTION USAGE NO E-1.1 ELECTRICAL PLAN HURRICANE SHELTER USAGE NO WIND BORNE DEBRIS PROTECTION REFERENCE STANDARDS: THE FLORIDA BUILDING CODE REQUIRES THAT ALL BUILDINGS LOCATED IN AREAS WITHIN M-1.1 MECHANICAL PLAN SQUARE FOOTAGE 360 SOFT. CONFORM TO: WIND SPEEDS (Vult) EQUAL TO OR GREATER THAN 13OMPH AND WITHIN ONE (1) MILE OF - REVISIONS (1) NDS AND NDS SUPPLEMENT- THE COASTAL MEAN WATER LINE (OR) ANY BUILDING LOCATED WITHIN A WIND SPEED OF"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" REV DESCRIPTON DATE BY 140MPH OR GREATER SHALL BE PROVIDED WITH EITHER OF THE FOLLOWING: (2) ANSI/20I 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION". A) IMPACT RESISTANT GLAZING COMPLYING WITH ASTM E 1996 AND ASTM E1886. (3) SCSI 2015 "BUILDING COMPONENT SAFETY INFORMATION" STORM PROTECTION BY WOOD STRUCTURAL PANELS (MIN 7/16" OSB OR PLYWOOD) TO FIT PRODUCT FL APPROVAL # IDENTIFICATION: OVER GLAZING OPENINGS. PANELS MUST BE INSTALLED IN ACCORDANCE WITH TABLE ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR R301.2.1.2 JAMES HARDIE A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. SIDING OR FL13192 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, AND EQUIVALENT R303 LIGHT, VENTILATION & HEATING INSTALL TO ENSURE STRUCTURAL INTEGRITY. MI WINDOWS OR •ALL HABITABLE ROOMS REQUIRE GLAZING MIN OF 8% OF FLOOR AREA EQUIVALENT FL17676 •BATHROOMS REQUIRE EITHER 3 SF OF GLAZING WITH MIN 1.5 SF OPERABLE OR MECHANICAL VENTILATION OF MIN 50 CFM NO FIELD REVISIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER. PLASTPRO ENTRY DOORS OR FL15180 R305 CEILING HEIGHT THE OWNER AND CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM ALL LIABILITY EQUIVALENT •MIN CEILING HT IS 7' CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR •SLOPED CEILING SPACES MAY HAVE NO MORE THAN 50% OF THE TOTAL ARE LESS THAN 7' RESULTING FROM ERRORS OR OMISSIONS BY THE CONTRACTOR. CERTAINTEED ASPHALT SHINGLES FL5444 R307 TOILET. BATH & SHOWER SPACES OR EQUIVALENT Drawn By: MED •WATER CLOSET CENTERLINES MUST BE A MIN 15" FROM ADJACENT WALL OR FIXTURE Dater POLYCARBONATE 8-6-19 R308 GLAZING HURRICANE FL15877 Scale: •SAFETY GLAZING IS REQUIRED IN THE FOLLOWING LOCATIONS & SITUATIONS SHUTTERS AS NOTED •INGRESS & EGRESS DOOR ASSEMBLIES odel : •SIDELIGHTS OR OTHER GLAZING ADJACENT TO A DOOR WITHIN 24" OF THE LATCHSET SIDE OF THE DOOR AND LESS THAN DENALI 60"ABOVE THE FLOOR •FIXED, SLIDING & HINGED PATIO DOORS •STORM DOORS •UNFRAMED SWINGING DOORS •ALL BATHROOM ENCLOSURE DOORS (SHOWER, WHIRLPOOL, HOT TUB, STEAM RM ETC) •ALL WINDOW GLAZING LOWER THAN 60" ABOVE DRAIN ANY STANDING OR WALKING SURFACE •INDIVIDUAL GLASS PANELS GREATER THAN 9 SF AND LESS THAN 18" ABOVE THE FLOOR AND WITH TOP EDGE MORE THAN 36" ABOVE THE FLOOR AND WITHIN 36" HORIZONTALLY OF WALKING SURFACES. R310 EMERGENCY ESCAPE & RESCUE OPENINGS •ALL SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY EXIT OR EXTERIOR DOOR OPENING FOR EMERGENCY ESCAPE, LiJ OPENINGS SILL HTS CANNOT EXCEED 44". MIN CLEAR OPENING AREA IS 4 SF. WITHIN HT OF 22" AND MIN WIDTH OF 20". MIN GLASS AREA AT GROUND LEVEL IS 5 SF, AND MIN GLASS AREA AT UPPER STORY IS 5.7 SF. ` ,'„II'I,,/// R311 MEANS OF EGRESS `�!! w T e •PRIMARY EXIT DOOR MUST BE HINGE TYPE WITH MIN 3'-0"W AND 6'-8"H J �\ C`` ...• ,,4 •ALL INTERIOR EGRESS DOORS AND MIN 1 EXTERIOR EGRESS DOOR SHALL BE READILY OPENABLE FROM THE INSIDE Q �� • C WITHOUT KEY, EFFORT, OR SPECIAL KNOWLEDGE. \_\CENSE•'•••••' ,' •HALLWAYS SHALL BE A MINIMUM OF 3'-0" WIDE U_i ' ;' ..- R312 GUARDS AND WINDOW FALL PROTECTION W • ) LANDINGS �� •EGRESS DOOR '- MUST BE MIN 3'-0" WIDE AND 3 EACH '-0" DEEP ON SIDE OF THE DOOR. LINE ENGINEERING LLC STRUCTURAL ENGINEERS " . R314 SMOKE ALARMS •REQUIRED LOCATIONS-IN ALL SLEEPING ROOMS, IN THE IMMEDIATE VICINITY OUTSIDE ALL SLEEPING AREAS, AND ON EACH i �' STORY WITHIN THE DWELLING EXEMPTING CRAWL AND ATTIC SPACES William E. Neary, III - STATE ii'` •ALL SMOKE ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP IN ALL NEW CONSTRUCTION. SMP-51, SMI-79 ICC5185040 �� F(�F <c,` { •SMOKE ALARM SHALL NOT BE WITHIN 36" OF BATHROOM iD .314.3.1 INSTALLATION NEAR COOKING APPLIANCES �/ R •SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A 10649 Oakview Pointe Terrace _` FS C9 SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3 Gotha • AFlorida 34734 (n //ij/0 NA 1- \\� 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET (6096 MM) HORIZONTALLY FROM A j / 111111 1"1 j 11,x\ PERMANENTLY INSTALLED COOKING APPLIANCE. 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING.SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET (3048 MM) Matthew T. Baldwin P.E. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. LJJ Florida License B64608 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLE3D COOKING APPLIANCE. O SHEET: CS-1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED B Cornerstone ( ) DA 0 p Tiny Homes CODE INFORMATION CLOSET CODE VERSION FeG eon OPT eu rnnlrni xw4NEc O O OPT MANUFACTURER CORNERSTONE TINY HOMES DWELLING SPACE REQUIREMENTS REFRIG. SHER/DRYE ® BUILDING TYPE MANUFACTURED BUILDING LIVING AREA - - OO OO CONSTRUCTION TYPE V—B KITCHEN (F000 PREP AREA) ARE PROTECTION NONE BATHROOM - - ARE SUPPRESSION SYSTEM NONE SLEEPING.AREA. OPT ALL HABITABLE ROOMS RISK CATEGORY n OR AREAS SHALL BE k70SF RANGE / OCCUPANCY R-3 RANGE HOOD _ ALLOWABLE NUMBER OF STORIES 1 ROOM 131.1480 SF KITCHEN BEDROOM BEDROOM = 79,0880 SF BASIC WIND SPEED 180mph 79 0880 SO FT EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +1—0.18 . - - ... IMPRTANCE FACTOR 1.15 { LI IV�II N1 QG AREA FT ROOF DEAD LOAD 1OP5F I S IT Y Y AS H E FLLOOR LDEAD OLOAD I OPSF OR 30DIbs_ a _ _ - - FLOOR UVE LOAD 4OPSF ----------------- ------------------------- ® "R"RATING OF WALLS, FLOOR, ROOF 13,19,20 MODULES PER BUILDING HURRICANE PROTECTION USAGE NO - - - - - - - HURRICANE SHELTER USAGE NO O SQUARE FOOTAGE 360 SOFT.. REVISIONS REV DESCRIPTON DATE BY [ 1 [ U O0 O0 FLOOR PLAN - OPT. A C 0 1 Drawn By:: MED 8-6-19 AS NOTED B14WN$URALtNGINE i L-- Modal: DENALI WINDOW .SCHEDULE DOOR SCHEDULE STRUC1uwaENGINSERs MARK SIZE QTY FRAME REMARKS MARK SIZE QTY DOOR MATERIAL REMARKS William E.Neary,III SMP-51,SMI-79,ICC 5185040 A 3'-0"z 4'-0" 4 VINYL SH, DBL. GLAZED 1 3'-0" x 6'-8" 1 FIBERGLASS RH OUTSWING 10649 Oakview Pointe Terrace B 2'-0"x 3'-0" 1 VINYL SH, DBL. GLAZED 2 2'-8"x 6'-8" 1 WOOD INT Gotha,Florida 34734 C 3'-0"x NDO" 2 VINYL SH, DBL GLAZED 3 2'-10" z 6'-8" 1 WOOD BARN DOOR - EGRESS WINDOW WINDOW SIZES: 4 2'-0" z 6'-8" 2 WOOD BIFOLD ALL WINDOWS ARE NOTED ON FRAMING PLANS BY FRAME DIMENSIONS. ROUNDED TO NEAREST INCH. SIZES ARE APPLICABLE TO MOST WINDOW MANUFACTURERS AND CAN 5 5'-0" z 6'-8" 1 FIBERGLASS DOUBLE DOOR BE TRANSLATED TO GLASS OR SASH SIZE DESIGNATIONS. DOOR SIZES: WINDOW HEADS: ALL DOORS ARE NOTED ON FRAMING PLANS BY INDUSTRY STANDARD NOMINAL DOOR O ` 11I%I I I I I SEE ELEVATIONS FOR CLARIFICATION OF WINDOW HEAD HEIGHTS. SIZES. MULLED UNITS: DOOR LOCATIONS: �`� .• "1 .el MULLED UNITS ARE INDICATED BY ABOVE INDICATED SYMBOL SUPPLIER TO CHECK CRITICAL DOOR LOCATIONS ARE DIMENSIONED ON PLAN. OTHER DOORS TO BE *� '` •• �O �� THAT MULLED UNITS ARE TRANSPORTABLE AND WILL SATISFY ALL WIND LOAD AND CENTERED BY FRAMING CONTRACTOR PER STANDARD PRACTICE. ' DESIGN PRESSURE RATINGS REQUIRED. WINDOW WEIGHT AND INSTALLATION CONDITIONS t t �* A \,\CENS -AN •.�• lop TO BE VERIFIED WITH CONTRACTOR PRIOR:TO ORDER.THE ENGINEER SANCTIONS Q-•�" CHANCES ASREQUIRED TO MEET TRANSPORT/WIND/AND INSTALLATION DEMANDS. WINDOW SPECIFICATION 111 ALLWINDOWSTO BE SINGLE HUNG W/INSULATED GLAZING. ALLEGRESS WINDOWS MUST COMPLY W/FBC-R SECTION R310, USE MI 3500 SERIES LOW-E WITH U=,35 OR LESS OR EQUAL. ALL EXTERIOR DOORS TO HAVE U=.35 OR LESS. ALL WINDOWS IN HAZARDOUS LOCATIONS DEFINED BY R308.4 SHALL HAVE TEMPERED 11 GLAZING AS DEFINED BY R308.1. 29 C LP STATE • ' Q MIN z �i FQORIDP 30 4,/11111111>> MEASURED FROM FACE OF DOOR TO STOP, WITH THE DOOR OPEN 90 Matthew T. Baldwin P.E. DEGREES C Florida License 64608 OPTIONAL DOUBLE DOOR w o `—I SHEET: A-Li 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED Cornerstone Tiny Homes CODE INFORMATION CODE VERSION ?BC 3017 50 €01110N ffi1•NEC MANUFACTURER CORNERSTONE TINY HOMES <:)- I - BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE NON • 1 l FIRE PROTECTION NONE ARE SUPPRESSION SYSTEM NONE RISK CATEGORY !I SD _ OCCUPANCY R-3 ALLOWABLE NUMBER OF STORIES L -----� BASIC WIND SPEED iBOmvh I\\ /1 / EXPOSURE D a I \ / ENCLOSURE ENCLOSED r \ / I INTERNAL PRESSURE COEFFICIENT +/-0.18 I \ / I CESS HATCHI IMPORTANCE FACTOR 1.15 O I I AC / \ I ROOF DEAD LOAD IOPSF ( 2 (j \ I , \ I I O/ \ ROOF LIVE LOAD 20PSF OR 300lba I / \ FLOOR DEAD LOAD 1oPSF FLOOR LNE LOAD 40PSF RATING OF WALLS, FLOOR, ROOF 13,19,20 MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO 1_.(1)_. HURRICAN SHELTER USAGE No _.(1)_./y\ SQUARE FOOTAGE 3so sO.Fr.-(:1)- _ > REVISIONS REV DESCRIPTON DATE BY _ SD i5 ii 1 REFLECTED CEILING PLAN Drawn By: - MED Date: 8-6-19 Scale: AS NOTED Model: DENALI RCP LEGEND NOTES: RECESSED 4" LED LOCATION OF SWITCHES SURFACE MOUNT LED AND EXTERIOR LIGHTS MAY VARY DUE TO SCONCE LOCATION OF WINDOW, c FLOOD LAMPS DOOR AND PORCH OPTIONS I OOO CEILING PADDLE FAN `\` !I T O O 111111111/ ® EXHAUST FAN Q �� ` : ••�\CENSe ACCESS HATCH 24X38 // TOP LI EIVGIN£ERiNG LLC S7R ML ENG1N E, Z SMOKE DETECTOR William E.Neary,III J STATE SMP-51,SMI-79,ICC 51$5040 W i O'\. OF ./4, 10649 Oakview Pointe Terrace U i I ce'' e"�F 0 R D P •\�`�� Gotha,Florida 34734 0 ;4 N A'% � 11111 Li J Matthew T. Baldwin:P.E. J Florida License 64608 SHEET: A-2. 1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI.***NOT HVHZ APPROVED / 4r,.Y;rl1. 30' Cornerstone Tiny Homes 2'-10" 3'-3" 12'-10" 11'-1" CODE INFORMATION CODE VERSION rec 2017 fie,EonoN 2014 120C MANUFACTURER CORNERSTONE TINY HOMES BUILDING TYPE MANUFACTURED BUILDING N CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE d1 RISK CATEGORY H OCCUPANCY R-3 ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED 180mpb 15' 92" 5'-4" 2'-112" 5'_4" EXPOSURE 0 ENCLOSURE - ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 N IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IaPSF ROOF LIVE LOAD 20PSF OR 300Lb, M FLOOR DEAD LOAD 1OPSF 1") FLOOR FLOOR LNE LOAD 4OPSF n "R"RATING OF WALLS, FLOOR, ROOF 13,19,20 rn MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SO.Fr. REVISIONS REV DESCRIPTON DATE BY 5'-4" 11 -71" 1„ 4 3 3" 4'-94 I 0 10� Drawn By: MED I 1 FRAMING PLAN Date: 8-6-19 Scale: AS NOTED Model f: DENALI 1 � it Iy Ir' e WIITf 1 B,' O UNE ENGINEERING LLC ... . . ...................................... . ` - STATEWilliam E.Neary,Ill QSMP-51,SMI79,ICC 5185040 .10649 Oakview Pointe Terrace ///i S/0 N A.L Gotha,Florida 34734 C? 11/11,11111�' Z Matthew T. Baldwin P.E. Florida License#64608 OPTIONAL DOUBLE DOOR ry SHEET: S-1 . 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED II ;; r Cornerstones Tiny Names CODE INFORMATION CODE VERSION iBC 2017 6N ax110N Z010 IC MANUFACTURER CORNERSTONE TINY HOMES BUILDING TYPE MANUFACTURED BUILDMIG CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE RISK CATEGORY II OCCUPANCY R-3 Q { 1 ALLOWABLE NUMBER OF STORIES 1 SIDE WALL HEADER SCHEDULE (180C)le� SURE EXPO WINO5PEED 108omph EXPO HEADER -DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS BUILDING WIDTH ENCLOSURE ENCLOSES FASTENERS W/O STRAP INTERNAL PRESSURE COEFFICIENT -1/-0.18 *N ES SIZE1d,gl UP TO 14 WIDE (EACH END){cI IMPORTANCE FACTOR 1.15 JJJI 1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. MAX. SPAN rNJbj ROOF DEAD LOAD IOPSF 2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 1-2"X4")f} 3'-0" 0 3-3"x0.131" NAILS ROOF LIVE LOAD 2OPSF OR 300Ibs 4. WINDOW HEADERS HAVE COMBINED 509 OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 16-3"x0.131" NAILS FLOOR DEAD LOAD OPSF 5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED 2-2"x4" 6'-0" FLOOR LIVE LOAD 4OPSF A. TABULATED VALUES ARE FOR NO.2 GRADE SPRUCE PINE FIR LUMBER. "R"RATING OF WALLS, FLOOR, ROOF 13,15.20 B. NJ - NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END. MODULES PER BUILDING - 1 C. IF OVER 3' SPAN AND NO STRAPS ARE USED HEADER MUST RUN TO NEXT STUD D. THE OPTIONAL}" PLYWOOD OR OSB FILLER IS NOT STRUCTURAL AND ONLY FOR AESTHETICS - HURRICANE PROTECTION USAGE NO SINGLE FLAT E. SEE HEADER DETAILS FOR ALTERNATE LAYOUTS, 4"x4" (2) 2"x4" WITH OPTIONAL 2"x4" HEADER F. WINDOW HEADR FOR WINDOW OPENINGS THAT HAVE MORE THAN 50% COMBINES STUD WALL ABOVE AND BELOW. HURRICANE SHELTER USAGE NO 1/2" PLYWOOD OR 0SB OTHERWISE DOOR HEADER SCHEDULE. SQUARE FOOTAGE 360 SOFT. FILLER OR 4"x4" G. THE HEADER CAN BE ATTACHED TO THE TOP PLATE AND THUSLY HAVE COMBINED STRENGTH EQUIVALENT AND USE THE MAXIMUM SPAN STATED. SEE HEADER DETAILS FRO EQUIVALENT SIZES. REVISIONS (2) 2"x4"WITH OPTIONAL REV DESCRIPTON DATE BY 1 /2" PLYWOOD OR OSB FILLER OR 4"x4" - ' j!20GA. 1"WIDE STRAP OR EQUIV. (SEE SHEETS) END WALL HEADER SCHEDULE (180C)Ie WINDOWS* 3' 2 2"x4" OR 4"x4" WIDE OR LESS SIZE(dj MAX. SPAN NJ(bj FASTENERS W/O STRAP (EACH END){c} 3-3"x0.131' NAILS (2)2"x6" WITH OPTIONAL (2) 2"x6" WITH OPTIONAL 2-2"x4" 9-0" ° ` 6-3"x0.131" NAILS 1/2"PLYWOOD OR OSB 1/2" PLYWOOD OR OSB FILLER OR 4"x6" FILLER OR 4"x6" IA. TABULATED VALUES ARE FOR NO.2 GRADE SPRUCE PINE FIR LUMBER. B. NJ — NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END. 3 STUDS PER EXTERIOR C. IF OVER 3' SPAN AND NO STRAPS ARE USED HEADER MUST RUN TO NEXT STUD WALL CORNER D. THE OPTIONAL}" PLYWOOD OR OSB FILLER IS NOT STRUCTURAL AND ONLY FOR AESTHETICS Drawn By: MED 20GA 1"WIDE STRAP OR E. SEE HEADER DETAILS FOR ALTERNATE LAYOUTS, i.e. 2-2"x4" OR 4"x4" F. WINDOW HEADR FOR WINDOW OPENINGS THAT HAVE MORE THAN 50% COMBINES STUD WALL ABOVE AND BELOW. : Date: EQUIV. (SEE SHEET 5) OTHERWISE DOOR HEADER SCHEDULE. CORNER CONNECTION G. THE HEADER CAN BE ATTACHED TO THE TOP PLATE AND THUSLY HAVE COMBINED STRENGTH EQUIVALENT AND USE 8-6 19 DETAIL THE MAXIMUM SPAN STATED. SEE HEADER DETAILS FRO EQUIVALENT SIZES. Scale: 2 2"x4"w 2"x4" (22"x6" OR 4"x6" /1 As NOTED Model : DENALI I r((2)l PLYWOOD HOR POSB�` r(,2), ITH OPTIONAL "x4" D OR OSEI j "x6" W/2„x4„ T . 8 41 •• • . " \LENS - E IN6E t4G LLG RAL ENG NEERS -. (n '� William E.Neary,III Q . 13\ SOFATE SMP-51,SMI-79,ICC 5185040 W 1j/,c�'•.• .P 0 R 1 D ' ::' ' 10649 Oakview Pointe Terrace /�AS••......... '; G ` Gotha,Florida 34734 !'�hI/O N A `\`, z Matthew T. Baldwin P.E. Florida License #64608 SHEET: S-2.1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED • I _ Cornerstone Tiny Homes CODE INFORMATION FASTENING SCHEDULER) (FBC TABLE 2304.9.1) FASTENING SCHEDULER) (FBC TABLE 2304.9.1) CON'T. CODE VERSION Tee 2011 4A oX0CN 2e14NEC CONNECTION FASTENING{A,M} LOCATION 3-IOD COMMON (3'X 0.148') MANUFACTURER CORNERSTONE TINY HOMES 1.JOIST TO SILL OR GIRDER 3-8D COMMOM (2 1/2'X 0.131') 26. COLLAR TIE TO RAFTER 4-3'X 0.131 NAILS FACE NAIL BUILDING TYPE MANUFACTURED BUILDING TOENAIL 3-3'14 GAGE STAPLES 4-3'14 GAGE STAPLES CONSTRUCTION TYPE V-B 2-8D COMMON (2 1/2'X 0.131') 3-10D COMMON (3'X 0.148') FIRE PROTECTION NONE 2. BRIDGING TO JOIST 2-3'X 0.232'NAILS TOENAIL EACH END 4-3'X 0.131 NAILS TOENAIL FIRE SUPPRESSION SYSTEM NONE 2-3'14 GAGE STAPLES 4-3'14 GAGE STAPLES RISK CATEGORY II 27.JACK RAFTER TO HIP 3. 1'X 6'SUBFLOOR OR LESS TO EACH JOIST 2-eD COMMON (2 1/2'% 0.131') FACE NAIL 2-160 COMMON (3 1/2'X 0.162') OCCUPANCY. - R-3 4.WIDER THAN 1'X 6'SUBFLOOR TO EACH JOIST 3-BD COMMOM (2 1/2'X 0.131') - FACE NAIL 3-3'X 0.131'NAILS FACE NAIL ALLOWABLE NUMBER OF STORIES 1 5.2'SUBFLOOR TO JOIST OR GIRDER 2-16D COMMON(3 1/2'X 0.162') BLIND AND FACE NAIL 3-3'14 GAGE STAPLES 16D(3 1/2'X 0.135')AT 16'O.C. 2-16D COMMON (3 1/2'X 0.162') -- - BASIC WIND SPEED - 1B0Iph - - - 6.SOLE PLATE TO JOIST OR BLOCKING 3'X 0.131 NAILS AT 8'O.C. TYPICAL FACE NAIL TOENAIL EXPOSURE D 3-3'X 0.131'NAILS 3'14 GAGE STAPLES AT 12'O.C. 3-3'14 GAGE STAPLES ENCLOSURE ENCLOSED 3-16D COMMON (3 1/2'% 0.135')AT 16'O.C. 28. ROOF RAFTER TO 2-BY RIDGE BEAM 2_16D COMMON (3 1/2'X 0.162') INTERNAL PRESSURE COEFFICIENT +/-0.18 SOLE PLATE TO JOIST AT BLOCKING AT ''4-3X 0.131NAILS AT 16'O.C. BRACED WALL PANEL 3_ FACE NAIL IMPORTANCE FACTOR 1.15 BRACED WALL PANEL 3'X 0.131'NAILS 4-3'14 GAGE STAPLES AT 16'O.C. 3-3'14 GAGE STAPLES ROOF DEAD LOAD I0PSF 2-16D COMMON (3 1/2'X 0.162') 3-16D COMMON (3 1/2'% 0.135') ROOF LIVE LOAD - 2OPSF OR 3001,, 7.TOP PLATE TO STUD 3-3'X 0.131'NAILS END NAIL 29. JOIST TO BAND JOIST 4-3'X 0.131 NAILS FACE NAIL FLOOR DEAD LOAD 10PSF 3-3'14 GAGE STAPLES 4-3'14 GAGE STAPLES . 4-8D COMMON (2 1/TX 0.131') 3-160 COMMON (3 1/2'X 0.162') FLOOR LAVE LOAD 4OPSF 4-3'%0.131'NAILS TOENAIL 30. LEDGER STRIP 4-3'X 0.131 NAILS FACE NAIL AT EACH JOINT "R"RATING OF WALLS, FLOOR, ROOF 13,19,20 8.STUD TO SOLE PLATE 3-3'14 GAGE STAPLES 4-3'14 GAGE STAPLES MODULES PER BUILDING 1 2-16D COMMON (3 1/2'X 0.162') 1/2'AND LESS 6D{C,L,O} HURRICANE PROTECTION USAGE NO 3-3'X 0.131'NAILS END NAIL 31. WOOD STRUCTURAL PANELS AND 2 3/8•X 0.113'NAIL{N} PARTICLEBOARD{B} SUBFLOOR, ROOF AND WALL HURRICANE SHELTER USAGE NO 3-3'14 GAGE STAPLES SHEATHING (TO FRAMING) 1 3/4'16 GAGE{O} SQUARE FOOTAGE 360 SOFT. 16D (3 1/2'X 0.135')AT 24'O.C. 9.DOUBLE STUDS 3'X 0.131'NAIL AT 8'O.C. FACE NAIL 19/32'TO 3/4' 8D{D} OR 6D{E} — - REVISIONS 3'14 GAGE STAPLES AT 8'O.C. 2 3/B'S 0.113•NAIL{P} REV DESCRIPTON DATE BY 5'O.C. EDGES AND INTERMEDIATE. 16D (3 1/2'X 0.135')AT 16'O.C. 2'16 GAGEIP) 4'O.C.AT COMPONENT AND CLADDING 10. DOUBLE TOP PLATES 3'X 0.131'NAJL AT 8'O.C. TYPICAL FACE NAIL SINGLE FLOOR(COMBINATION 7/8-TO 1' 8D{C} EDGE STRIP/ZONE 3[RAFER TO --- FIGURE 30.5-} OF ASCE 7] 3'14 GAGE STAPLES AT e'O.C. SUBFLOOR-UNOERLAYMENT TO FRAMING) 1 i/8•TO 1 7/4' 100{D}OR 80{D} - I 8-16D COMMON (3 1/2'X 0.162') 3/4-AND LESS 6D{C}DOUBLE TOP PLATES 12-3'X 0.131'NAILS LAP SPLICE 7/8'TO 1' 8D{C} -- 12-3'14 GAGE STAPLES 1 1/8-TO 1 1/4' 10DIDI OR 80{D} 3-80 COMMON (2 7/2'X 0.131') - 1/2.OR LESS 6D{F} 32. PANEL SIDING(TO FRAMING){Q} 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-3'X 0.131'NAILS TOENAIL 5/B' 80{F} TOP PLATE 3-3'14 GAGE STAPLES 1/2-AND LESS NO. 11 GAGE ROOFING NAIL{H} - - 80 (2 1/2'X 0.131')AT 6'O.C. 6D COMMON NAIL(2'X 0.113') - 12.RIM JOIST TO TOP PLATE 3'X 0.131 NAILS AT 6'O.C. TOENAIL NO. 16 GAGE STAPLE{I}. . 33. FIBERBOARD SHEATHING{G,Q}3'14 GAGE STAPLES AT 6'DC. 25/32' NO. 11 GAGE ROOFING NAIL{H} 2-16D COMMON (3 1/2'X 0.162') 80 COMMON NAL(2�'X 0.131' 13.TOP PLATES,LAPS AND INTERSECTIONS 3-3'X 0.131'NAILS FACE NAIL N0. 16 GAGE STAPLE{I} Drawn By: MED 3-3'14 GAGE STAPLES 1/4' 4D{J} 34. INTERIOR PANELING Date. - 14. CONTINUOUS HEADER,TWO PIECES 160 COMMON (3 1/2'X 0.162') 16'O.C.ALONG EDGE 3/8 6D{K} - 8-6-19 3-80 COMMON (2 1/2'X 0.131') A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. Scale: I 15.CEILING JOISTS TO PLATE 5-3'X 0.131'NAILS TOENAIL B. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES. 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 - AS NOTED INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAMS AND SHEAR WALLS,REFER TO SECTION 2305. NAILS FOR 3-3'14 GAGE STAPLES WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING odel 16. CONTINUOUS HEADER TO STUD 4-8D COMMON (2 1/2'X 0.131•) TOENAIL C. COMMON OR DEFORMED SHANK (60 -2'X 0.113'; BD- 2 1/2'X 0.131'; 10D - 3"X 0.148"). DENALI 3-16D COMMON (3 1/2'X 0.135') MIN,TABLE 2308.10.4.1 D. COMMON (6D -2'X 0.113';8D-2 1/2'X 0:131'; 100 3'X 0.148'). 17.CEILING JOISTS,LAPS OVER PARTITIONS (SEE TABLE 2308.10.4.1) 4- 3•X 0.131 NAILS FACE RAIL E. DEFORMED SHANK (6D-2"X 0.113'; BD - 2 1/2"X 0.131'; 10D- 3"X 0.148'). illl 11 eflll 4-3'14 GAGE STAPLES F. CORROSION-RESISTANT SIDING(6D- 1 7/8"X 0.106';8D - 2 3/8'X 0.128')OR CASING (60-2'X 0.099'; 80-2 1/2"X 0.113')NAIL 3-16D COMMON (3 1/2'X 0.135') MIN.TABLE 2308.10.4.1 G. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SIJPPOAKTS,WHEN U SHEATHING. SPACING SHALL BE 6"ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INT M IA PPORT FOR ON RAL SH THING 18.CEIUNG JOISTS TO PARALLEL RAFTERS 4- 3'S 0.131 NAILS H. CORROSION-RESISTANT ROOFiNG NAILS WITH7 -I CH- HEAD AND 1 1/2-INCH - 3/4-114(2-i LEI'IGTH (SEE TABLE 2308.10.4.1) FACE NAIL FOR 25/32-INCH SHEATHING. 4-3'14 GAGE STAPLES I. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN OR 1-INCH CROWN AND 1 1/4-INCH LENGTH FOR 1/2-INCH SHEATHING AND 1 3-80 COMMON (2 1/2-X 0.131') 1/2-INCH LENGTH FOR 25/32-INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL 3-3'X 0.131'NAILS UNLESS OTHERWISE MARKED). 19.RAFTER TO PLATE TOENAIL J. CASING(1 1/2'X 0.080')OR FINISH(1 1/2'X 0.072') NAILS SPACED AT 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. I 3-3'14 GAGE STAPLES 2-80 COMMON (2 1/2'X 0.131') K. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED AT 6 INCHED ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 20. }'DIAGONAL BRACE TO EACH STUD AND PLATE 2-3'%0.131 NAILS FACE NAIL L. FOR ROOF SHEATHING APPLICATIONS, BD NAILS (2 1/2'X 0.113')ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. 8%hul a M.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. - 3-SD GAGE ( 1/ ` ` IN �. I1, 21. 1•X 8'5HLATHING TO EACH BEARING 3-8D COMMON (2 1/2'X 0.131') FACE NAIL N. FOR ROOF SHEATHING APPLICATIONS, EASTERNERS SPACED AT 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS. - C "IN .Q O. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON 'ç,•,••'.............. •' 22.WIDER THAN 1'X 8'SHEATHING TO EACH BEARING 3-80 COMMON (2 1/2'X 0.131') FACE NAIL � '` '.••\O ' CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. ,t !lI,LLL' 16D COMMON (3 1/2'X 0.162') 24'O.C. - \ "� ',,_\CENS P. FASTENERS SPACED AT INCHES ON CENTER AT EDGES,a INCHES INTERMEDIATE SUPPORTS. �• F •% 23. BUILT—UP CORNER SUDS 3'X 0.131 NAILS 16'O.C. 0. SEE FASTENER ALTERNATE SCHEDULE. '" '• "' 3'14 GAGE STAPLES 16'O.C. R. FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER. W 20D COMMON (4'X 0.192')AT 32'O.C. FACE NAIL AT TOP AND BOTTOM - - • 3'X 0.131'NAILS AT 24'O.C. I STAGGERED ON OPPOSffE SIDES 24.BUILT-UP GIRDER AND BEAMS 3'14 GAGE STAPLES AT 24'O.C. - O -. 2-20 COMMON (4'X 0.192') ALTERNATE FASTENING SCHEDULE W FACE NAIL AT ENDS AND AT 3-3'X 0.131'NAILS EACH SPLICE CONNECTION FASTENING . '.• STATE :4, 3-3'14 GAGE STAPLES ALT 31-33.WOOD STRUCTURAL PANELS AND 2'X 0.092"RING SHANK `�_ j G)h1EEP.ING.L..C U O. 4, PARTICLEBOARD SUBFLOOR, ROOF AND WALL 1/2'AND LESS NAIL-5'FROM EDGE, 10" Fes` STRUJCCURAL EN R. I _ '• FQE 0 25.2'PLANKS 16D COMMON(3 1/2•X 0.162•) AT EACH BEARING SHEATHING(TO FRAMING) O.C. ""-- "PP-- R I • '\ William E.Neary,III �i/''s" '•"...•.•• ••. • r `�� SMP-51,SMI-79,ICC 5185040 N A U % 10649 0akview Pointe Terrace z /II Iii ii 1 Gotha,Florida 34734 W Matthew T. Baldwin P.E. I-- Florida License #64606 Q SHEET: S-2.2 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #.DENALI ***NOT HVHZ APPROVED .,., STRAP & SIMPSON STRONG-DRIVE®SD SCREW SCHEDULE STRAP & FASTENER SCHEDULE IAI Cornerstone PART#/DESC. UPLIFT WALL FASTENER RAFTER FASTENER PLATE FASTENER PART#/DESC. UPLIFT WALL FASTENER OUTER FASTENER PLATE FASTENER Tiny (Homes H1 435 - 6-SDRX1.5" 4-SD9X1.5" H1 400 - -6-80X1/5" 4-8D HI1Z 750 - 6-SD10X2.5" 6-SD10X2.5 H11Z 750 - 6-160X2,5• 6-160X2.5" CODE INFORMATION H2A 495 5-SD9%1.5" 5-SD9XL5" 2-509X1.5" H2A 495 5-60X1.5" 5-BD%1.5" 2-8081.5" - - CODE VERSION ROE 2017 611 BIlION 2014 PEE H2.5A 540 5-509X1.5" 5-SD9X1.5" H2.5A 535 5-80 5-80 MANUFACTURER CORNERSTONE TINY HOMES H2.5 410 5-SD9X1.5" 5-SD9X1.5" - H2.5 410 5-8D 5-80 - H2.ST 545 5-509X1.5" 5-SD9S1 5" H2 5T 545 5-80 5-OD BUILDING TYPE MANUFACTURED BJRDINO H2A 495 7-SDRX1.5" 5-SD9X1.5" H2A 495 7-80X1.5" 5-8DX1.5' _ CONSTRUCTION TYPE V-B H3 320 4-SD9X1.5" 4-SD9X1.5" - H3 320 4-80 4-8D - FIRE PROTECTION NONE H4 280 4-509X1.5' 4-SD9X1.5" H4 235 4-8D 4-8D - FIRE SUPPRESSION SYSTEM NONE RAFTER RAFTER{Bj H5 415 4-SD9X1.5' 4-SD9X1.5" - H5 265 4-BD 4-80 - RISK CATEGORY A LTS-12 895 6-SD9X1.5" 6-SD9X1.5" - LTS-12 620 6-100X1.5 6-100X1.5" - OCCUPANCY R-3 LTS-16 1075 6-SD9X1.5" 6-SD9X1.5" - LTS-16 620 6-100X1.5" 6-100X1.5" - ALLOWABLE NUMBER OF STORIES I LTS-18 1235 6-SD9X1.5" 6-SD9X1.5" — LTS-1a 620 6-100X1.5" 8-100X1.5" — BASIC WIND SPEED IB0mpN LTS-20 1215 6—SD9X1.5" 6—SD9X1.5" — LTS-20 620 6-100X1.5" 6-100X1.5" — MTS-12 895 7-509X1.5" 7-509X1.5" — MTS-12 860 7—IODX1.5" 7-100X1.5' — EXPOSURE - 0 MIS-16 1075 7-509X1.5" 7-509X1.5" — MTS-16 860 7—tODX1.5". 7-100X1.5' — ENCLOSURE ENCLOSED MTS-18 1255 7—SD9X1.5" 7—SD9X1.s' - MTS-18 860 7-100X1.5" 7-100X1.5" - INTERNAL PRESSURE COEFFICIENT +/-0.18 MTS-20 1255 7-509X1.5" 7-SD9X1.5" - MTS-20 860 7-100X1.5" 7-100X1.5" - IMPORTANCE FACTOR 1.15 PART#/DESC. UPLIFT COLUMN FASTENER RAFTER FASTENER PART#/DESC. UPLIFT OLUMN FASTENER AFTER FASTENET ROOF DEAD LOAD 1OPSF PORCH 621 - 2-SD9%1.5" 2-509X1.5" A21 245 2-100X1.5' 2-100X1.5" ROOF LIVE LOAD -20PSF OR 30016. A23 4-SD9X1.5" 4-SD9X1.5" PORCH A23 585 4-100X1.5" 4-IODXI.5" FLOOR DEAD LOAD 10PSF A33 4-509X1.5" 4-S09X1.5" A33 750 4-10D 4-100 FLOOR LIVE LOAD 4OPSF WALL TO PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER WALL TO PART#/DESC, UPLIFT WALL FASTENER FLOOR FASTENER FLOORIAI LSTA-18 1,235 7-SD9X1.5" 7-SD9X1.5' FLOORICI LSTA-18 1,110 7-10D 7-100 "R"RATING OF WALLS, FLOOR, ROOF 13.19,20 • PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER PART#/DESC. UPLIFT STUD FASTENER EADER FASTENS MODULES PER BUILDING 1 TIE-DOWNS 20GA. 11"WIDE 4.725 7-SD9X1.5" - HEADERIDj TP-35 N/R 5-3"X 0.131" 5-3"X 0.131" HURRICANE PROTECTION USAGE NO 5/B"X 30"ANCHOR 4,300 HP40,41,80,81 4.725 5-3"X 0.131" 5-3"X 0.131" HURRICANE SHELTER USAGE NO A. ONLY NEEDED ON ALUMINUM SHEATHING WALLS. PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER SQUARE FOOTAGE 360 SOFT. B. HEADERS OVER 6' SPAN. TIE-DOWNS 200A. 1}"WIDE 4,725 7-100X1.5" 5/8"X 30"ANCHOR 4,300 - REVISIONS A.ALL STRAPS C IF8E SUBSTITUTED IIflTD JIVALENT BRAND E11NO SANE REV DESCRIPTON DATE BY '11NENGTHS. B. RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24'O.C.&CAN BE EVERY OTHER FOR 16"O.C.BUT IS REQUIRED ON CORNERS AND STUDS - ADJACENT TO CORNERS. C.ONLY NEEDED ON ALUMINUM &VINYL SHEATHING WALLS. - D. HEADERS OVER 6'SPAN. - Drown By: MED Dots 8-6-19 Scak: AS NOTED Model : DENALI ,� ••��CENS -•• • Ub ENGNEER1NG.lie _ i • STATE �� i "1 S RAL ENGINEERS OF William E.Neary,III (/) �T'••., FL 0 R ID ' è SMP-51,SMI-79,ICC 5185040 'j. S`•''••••...... "• ' ' 10649 Oakview PoiGotha,FIoridante Terrace Z '��%/O 34 w Matthew T. Baldwin.P.E. Florida License #64608 -Q SHEET: S-2.3 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED 5P r I i.' j• 1 j ,.pt t.. Cn.Y,.. -__ ._ ..__ Cornerstone 7�ny Homes CODE INFORMATION CODE VERSION FRC 2017 6th EDITION muNEC MANUFACTURER CORNERSTONE TINY HOMES BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE V-8 I ----- I- FIRE PROTECTION NONE , ,. /' .�, j-..... FIRE SUPPRESSION SYSTEM NONE / RISK CATEGORY II xr "�/ OCCUPANCY.. R-3 ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED I8omph EXPOSURE D !�, , ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +1—0.18 r' IMPORTANCE FACTOR 1.15 _ CV ROOF DEAD LOAD 1OPSF r i i ROOF LIVE LOAD 20PSF OR 300Iba FLOOR DEAD LOAD 1oPSF FLOOR LIVE LOAD 4OPSF "R'RATING OF WALLS, FLOOR, ROOF 13.19.20 , MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO ii SQUARE FOOTAGE. 360 SOFT. REVISIONS REV DESCRIPTON DATE BY p __- -- - --- - ii I 30' Drawn By.. MED (FLOOR FRAMING PLAN Date: 8-6-19 Sale:. AS NOTED Model: DENAU 2•X8" FLOOR JOIST (TYP.) (2) 2'k8" w/ 1/2" JOIST HANGER FLITCH PLATE PERIMETER BAND __ii j INTERLOCKED AS SHOWN '\H . _I__ I ' ______ �� A,, OC E NSF •. �� SHORT WALL j I i z i LONG WALL Q O.C TYR 1" PRE DRILLED HOLE t STATE 1 FOR LIFTING CABLE "ii OP LINE ENGINEERING.Lie z j it UAAL ET — .,D F F 7'-6" I j '�— N(,I�IE i •c`''• `0 R I 0 TYP. AT EACH END William E.Neary,III Q ��j FS '•••........ '• G �s FOR LOCATION OF SMP-51,SMI-79,ICC 5185040 //��O N At- � LIFTING CABLE TO BE 10649 Oakview Pointe Terrace III INSTALLED Gotha,Florida 34734 (Y Matthew T. Baldwin P.E. , 1FLOOR FRAMING DETAILS 0 Florida License 64608 SHEET:, = LL S-3. 1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED Corn%rPY'Hone omer CODE INFORMATION CODE VERSION F9C 2017 ea,EDI1pN murs. MANUFACTURER CORNERSTONE TINY HONES I I I BUILDING TYPE MANUFACTURED BUILDING _ - CONSTRUCTION TYPE V—B -__ 1 \ r\ FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE ".' "X.'' RISK CATEGORY 9 • ! OCCUPANCY R-3 I I ! I ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED 180mph EXPOSURE Q _ ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/—SIR IMPORTANCE FACTOR - 1.15 N ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 2OPSF OR 3005, _._ FLOOR DEAD LOAD 1OPSF I ....... .._ - FLOOR LIVE LOAD 4OPSF "R" RATING OF WALLS, FLOOR, ROOF 13,19,20 MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO j I HURRICANE SHELTER USAGE NO SQUARE FOOTAGE - 360 SQ.FT. REVISIONS REV DESCRIPTON DATE BY I , n , H , I I I I I I II Drawn By: MED FLOOR FRAMING PLAN - PORCH OPTION 006,18-6-19 Scale: AS NOTED oriel DENALI Z 0 I- 2"x8" FLOOR JOIST (TYP.) JOIST HANGER U FLITCH PLATE 1 I ��1111111�� INTERLOCKED AS SHOWN I �„ I a `\\\��•w• T �e q ///, I ! \ A\ • CENSF • , SHORT WALLa -1 . LONG WALL I I �1 O.C TYP. 1" PRE-DRILLED HOLE z STATE FOR LIFTING CABLE SLIMENGISf3tj(ENG LLG �j��••.•� FQ O R iD P :•'��\� 7'-6" i j William E.Neary,III < //, S SIO......� FOR LOCATION OF TYP. AT EACH END SMP-51,SMI-79,ICC 5185040 � ,, /1 111111��`` 10649 Oakview Pointe Terrace LIFTING CABLE TO BE Matthew T. Baldwin P.E. INSTALLED Gotha,Florida 34734 2 FLOOR FRAMING DETAILS o F'°"dQ License #64608 sHEEr: S-3.2 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED Cornerrstone Tiny Homes 30' 4'-91„ 10'-102" CODE INFORMATION- 11'-11" CODE Fec 20n 6te axnoN m,4NEC 4 VERSION CORNERSTONE TINY HOMES MANUFACTURER BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE V-B \ FIRE PROTECTION NONE SEE HEADER DETAIL `-'SEE HEADER DETAIL SEE HEADER DETAIL FIRE SUPPRESSION SYSTEM NONE RISK CATEGORY tl OCCUPANCY R-3 . . . . . . . ... .. 1 ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED 180mph EXPOSURE ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/—0.16 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF 2X4 TUDS X. ROOF LIVE LOAD 20PSF OR 3OOIbs 16" C. MAX' FLOOR DEAD LOAD 1DPSF FLOOR LIVE LOAD 40PSF "R" RATING OF WALLS, FLOOR, ROOF 13,19,20 MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO (2) 2'x8"w/ 1/2" FLITCH PLATE PERIMETER BAND 360 SOFT. SQUARE FOOTAGE FRONT WALL PANEL REVISIONS REV DESCRIPTON DATE BY 30' 12-10" Drawn.By: MED SEE HEADER DETAIL SEE HEADER.DETAIL Date: SEE 8-6-19 24 x36 RO* HEADER DETAIL Scale: AS NOTED 36"x48 RO* 36x48 RO* odel DENALI ' " 2x4 TUDS 16" C. MAX. (2) 2'x8"W/ 1/2"FUTCH PLATE PERIMETER SAND (7 \\\� "'•••�\CENSE '.�fy�� 2 REAR WALL PANEL a ' NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS J STATE LV FROM FOUNDATION SILL TO ROOF AND -J QF SECURED TO ENSURE A CONTINUOUS LOAD L�ENGN TLS < � •'•., F O R L�p PATH. WHERE WALL MEMBERS ARE NOT �j '/�(S•'••• •• CONTINUOUS, SHEET METAL CLAMPS, TIES, William E'.Neary,III OR CLIPS SHALL BE FORMED OF •• GALVANIZED STEEL OF NO LESS THAN SMP 51,SMI 79,ICC 5185040 O � . N A 1- 0,040" NOMINAL THICKNESS. //""",` 10649 Oakvlew Pointe Terrace Matthew T. Baldwin P.E. •VERIFY R 0 WITH FINAL Gotha,Florida 34734 L Floridaatth License 64608 wiNnOW & DOOR SELECTION SHEET: S.-4.1 . 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HV.HZ APPROVED ,lf t ; � I Cornerstone Tiny Homes CODE INFORMATION CODE VERSION Fec 2017 em EDITION 20141 - MANUFACTURER CORNERSTONE TINY HOMES 11 -S 11 -5 ' i" 5'-81" 4-1" 3'-3" 4'-1" BUILDING TYPE MANUFACTURED BUILDING 2 2 CONSTRUCTION TYPE V—B FIRE PROTECTION - - NONE FIRE SUPPRESSION SYSTEM NONE I I RISK CATEGORY II SEE HEADER DETAIL OCCUPANCY R-3 I I SEE HEADER DETAIL SEE HEADER DETAIL I I ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED 180mph 36"x60" RO* 36"x60" RO* EXPOSURE 38"x82" RO* ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 I 1 NOTE: SIN IMPORTANCE FACTOR 1.15 WALL FRAMING MEMBERS ARE CONTINUOUS ROOF DEAD LOAD IOPSF r FROM FOUNDATION SILL TO ROOF AND iN ROOF LIVE LOAD 20PSF OR 30018, SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE NOT FLOOR DEAD LOAD 10PSF CONTINUOUS, SHEET METAL CLAMPS, TIES, FLOOR LIVE LOAD 40PSF 2x4 STUDS OR CLIPS SHALL BE FORMED OF "R"RATING OF WALLS, FLOOR ROOF 13,19,20 GALVANIZED STEEL OF NO LESS THAN i 16" O.C. MAX. 0.040" NOMINAL THICKNESS. MODULES PER BUILDING I I I HURRICANE PROTECTION USAGE NO 2x4 STUDS ® *VERIFY R.O. WITH FINAL HURRICANE SHELTER USAGE No 16" O.C. MAX. WINDOW & DOOR SELECTION SQUARE FOOTAGE 360 SOFT. I I REVISIONS REV DESCRIPTON DATE BY (2) 2"x8"w/ 1/2"FLITCH PLATE PERIMETER BAND (2) 2"x8"w/ 1/2"FLITCH PLATE PERIMETER BAND LEFT WALL PANEL 2 RIGHT WALL PANEL Ii Drawn By: MED Date: 11 -5" 8-6-19 .. Scale: 5'-82., 5'-82 AS NOTED III DENALI 1 1 1 1 II j SEE HEADER DETAIL - i`: I I I 1 52•'x82.. RO* T CD �� " • \C E NS - LL i_ 2x4 STUDS ® �• i I 16" O.C. MAX. i i wEEi,u�i LLC • STATE �� (2) 2"x8"w/ 1/2"FLITCH PLATE PERIMETER BAND -��J` , ENGIN€EIC1 J do •. p . � / William E.Neary,III Q �i ••'- F&0 R(0 A SMP-51,SMI-79,ICC 5185040 / S' -"".............""""0• G ♦� 10649 Oakview Pointe Terrace ft "#7'O N A; 3 S ` LEFT WALL PANEL - OPT. DOUBLE DOOR Gotha,Florida 34734 O III Matthew T. Baldwin P.E. W Florida license 64608 • w. _ SHEET S-4.2 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED .) ____ ç_ ,..a.........: ( , t R, ;i yr; a p',! b,:�L 3 .1, S^:#.,..y,.; V.. ,e, 'i 4 , Cornerstone Tiny Homes CODE INFORMATION 5'-4" 11'-5" NE TINY fOM S CODE VERSION 7'—S" 9'-4" 2'-1 MANUFACTURER CORNERSTONE TINY HOMES 3' 8" 1'-8" BUILDING.TYPE MANUFACTURED BURDINC CONSTRUCTION TYPE. V-8 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE SEE HEADER DETAIL SEE HEADER DETAIL RISK CATEGORY II OCCUPANCY R-3 34x80 RO* ALLOWABLE NUMBER OF STORIES 1 34x80" RO* BASIC WIND SPEED 1e0mph EXPOSURE O ENCLOSURE ENCLOSED. INTERNAL PRESSURE COEFFICIENT +/—0.18 'o I IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD I0PSF ROOF LIVE LOAD 20PSF OR 300Ibs FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 4OPSF 2x4 STUDS ® 2x4 TUDS @ • "R"RATING OF WALLS,FLOOR, ROOF 2x4 STU C� 13,19.20 6" O.C. AX. 16" D.C. MAX. 16" C. MAX. MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SOFT. REVISIONS { REV DESCRIPTON DATE BY BATHROOM WALL BEDROOM WALL j BATHROOM WALL 2 3 2'-8" 2'-8" I_II_I -ii - - Drown B9: MEDII Date: SEE HEADER DETAIL 8-6-19 JScale: AS NOTED del 50"x80" RO* DENALI 2x4 STUDS ® �I 2x4 TUDS 16" O.C. MAX. 1 16" .C. MAX. �I I I I•iii Z •.oc E NSE- • �� • . 4• OM CLOSET BEDROOM CLOSET KNEE WALL Q BEDROOM 5 � LL_ z[►vaGrt� R[Nc LLC STATE 'r4 STRUCTURAL EN� J O;•• F NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND William E.Neary,III Q // -•• F O R I D SECURED TO ENSURE A CONTINUOUS LOAD / S' "•............. PATH. WHERE WALL MEMBERS ARE NOT SMP-51,SMI-79,ICC 5185040 ' •- CONTINUOUS, SHEET METAL CLAMPS, TIES, 10649 Oakview Pointe Terrace - // OR CLIPS SHALL BE FORMED OF � , 0N A/ GALVANIZED STEEL OF NO LESS THAN Gotha,Florida 34734 �� 0.040" NOMINAL THICKNESS. — Matthew T. Baldwin P.E. LL1 Florida License #64608 *VERIFY R 0 WITH FINAL WINDOW & DOOR SELECTION 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED - - - - --- - - ___________ ___ ___ ___ ___ ___ ___________ = , Cornerstone - IIIIIE: r::::: : iii iii__ iiI - - II 1111111 , p nyHomes CODE INFORMATION I j CODE VERSION FOE 2017 010 FDIf1aN 2otaNC I I I MANUFACTURER CORNERSTONE TINY HOMES I I I i BUILDING TYPE MANUFACTURED BUILDING I I (.. CONSTRUCTION TYPE V—B I I {- `/> C. ,5— FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE RISK CATEGORY ii - OCCUPANCY R-3 �! I ', � I I ALLOWABLE NUMBER OF.STORIES - 1 I BASIC WIND SPEED 180enph I EXPOSURE 0 ENCLOSURE ENCLOSED j i I I INTERNAL PRESSURE COEFFICIENT +1—0.18 -_I IMPORTANCE FACTOR 1.15 I I iii 'I ROOF DEAD LOAD IOPSF I j j ROOF LIVE LOAD 20PSF OR 300Iba II i' .I I. ill. FLOOR DEAD LOAD 1OPSF _____________ ___ I I,. L. I , l i FLOOR LIVE LOAD 4OI'SF I I } "R'RATING OF WALLS, FLOOR. ROOF 13,19,20 RUSS @ 24" I MODULES PER BUILDING O.C. MAX. �I HURRICANE PROTECTION USAGE NO N --.iI I! If HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SOFT. I I REVISIONS REV DESCRIPTON DATE BY , I I I I I ---------- --------- ----------- ---------- --------- ------_------- r — ---- ---------- —r _..� — -- -- -_— - _____________________________ - _____ __ ___--__ I !I i II ROOF FRAMING PLAN Drawn By. MED Date: T.TOP LINE ENGINEERING LLC j,,, STRUCTURAL ENGLNE6R$ Scale: AS NOTED William E.Neary,III Model: SMP-51,SMI-79,ICC 5185040 DENALI 10649 Oakview Pointe Terrace Gotha,Florida 34734?r1i ._1 ,p 12 7.5 7.5 �� •'L\CENSF ., lyii �4.5 END TRUSS INTERIOR TRUSS CD ��':. STATE / •••, FlORI0P ENGINEERED TRUSS STYLES "1ISIii%t�� 2 Matthew T. Baldwin P.E. o, Florida License 64608 .SHEET S-5.1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI **.*NOT HVHZ APPROVED Cornerstone Homes -----� _-- - --- -- ---� - ---- ---------- -- --- --- --L - --------- -- - ---- -- -- ---------- ------- Tiny CODE INFORMATION CODE VERSION r2 2012 6th EORION 20141&CINY j l I I MANUFACTURER CORNERSTONE T HOMES TYPE BUILDING MANUFACTURED BUILDING , I , CONSTRUCTION TYPE V-B I' FIRE PROTECTION NONE I i FIRE SUPPRESSION SYSTEM NONE I RISK CATEGORY A SLOPE I OCCUPANCY R-3 ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED - 180mph EXPOSURE D Ii ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.18 I I II IMPORTANCE FACTOR 1.15 I I RIDGE ROOF DEAD 0P LOAD 1Sf i I I i i I I j I I i ROOF LIVE LOAD 20PSF.OR 30016a / I I FLOOR DEAD LOAD 10PSF ,,. II t ' FLOOR LIVE LOAD 40PSf I, I -____ ___._.._-_ ._ "R"RATING OF WALLS, FLOOR. ROOF ------------- I I I 73,19,20 ...... _. ._._.. I j I MODULES PER BUILDING I TRUSS ® 24" I' HURRICANE PROTECTION USAGE NO O.C. MAX. SLOPE i......1 �I HURRICANE SHELTER USAGE NO Ij SQUARE FOOTAGE 360 SOFT. REVISIONS REV DESCRIPTON DATE BY 1 I --- --- ----------- ------------ ----------- --1i:__ --- ------ -- __._ — ._.-- ------ -- T—--'--i------ -= - ____________- --- -- — L I --------- — — ----_- _- RODE FRAMING PLAN - PORCH OPTION Drawn By: MED < f 1'it E ENGINE WEER L_LC AS NOTE STRU [U�RAL ENfiINEER5 Swle: NOTED William E.Neary,III odel : DENALI SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace Gotha,Florida 34734 z 0 12 12 7.57 7.57 _ � ` `� A- \'\CENS�. • �0� END TRUSS INTERIOR TRUSS -,° FQORION 2 ENGINEERED TRUSS STYLES Li 1IIIIfl�� L.L_ Matthew T. Baldwin P.E. O Florida License #64608 w SHEET: S-5.2 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN#DENALI ***NOT HVHZ APPROVED A:.! �. 1 e'Fr�,4',- 'x Y -'' 1 '1=4. .,t-., � -.�,•T:v als`�1�`' cornerstone Tiny Homes I 2"x4" CODE INFORMATION DOUBLE TOP PLATE CODE VERSION 2017 au OW-1=4NEa MANUFACTURER CORNERSTONE TINY HOMES (2) 2"x6" HEADER WITH - BUILDING TYPE MANUFACTURED BUILDING TRUSS INUNE WITH STUD 1/2" PLYWOOD FILLER CONSTRUCTION TYPE NON FlRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE SIMPSON SD*C RISK CATEGORY N TRUSS SCREW W" OFFSET TRUSS BEAM SECURED TO EACH POST OCCUPANCY R-3 SLMPSON 501 ' WITH SIMPSON BC46 OR EQUAL ALLOWABLE NUMBER OF STORIES i TRUSS *ffH TAUSS 04ME BASIC WIND SPEED 180mph *ffH SND EXPOSURE D OFFSET TRUSS ��TD PRODUCT SEfYNAL DOCIAfNITS FOR IKSTALIATION PROCEDURES SECURED TO FLOOR WITH ENCLOSURE ENCLOSED STRAPS AS PER FASTENER INTERNAL PRESSURE COEFFICIENT +/-0.18 TRUSS CONECTION DETAIL WITH SCHEDULE IMPORTANCE FACTOR 1.15 SIMPSON SDWC TRUSS SCREW OR EQUAL ROOF OLD 20PSF ROOF LNE 2OPSF OR 3001ba STRUCTURAL WOOD SCREWS FLOOR LIFAD LOA° 1DPSF FLOOR LNE LOAD 4oPSF FL9 5879 SECURED WITH STRAPS AS "R" RATING of WALLS, FLOOR, ROOF 13,19,20 PER FASTENER SCHEDULEII SIDE WALL MODULES PER BUILDING 1 Jj ( HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO END WALL SQUARE FOOTAGE. 380 SOFT. { V- TOP LINE ENGINEERLNG L_LC REVISIONS - STRLI'::" AL ENGINEERS REV DESCRIPTON DATE BY William E.Neary, III SMP-51,SMI-79, ICC 5185040 DBL 2"x4" JACK STUD 10649 Oakview Pointe Terrace ® FIRST STUD Gotha,Florida PORCH CONNECTION DETAIL fH2.,5A LOCATED AT EACH VERTICAL SECURED WITH SIMPSON (2) 2"x6" HEADER WITH . (OR EQUAL). 350LB 1/2" PLYWOOD FILLER ER FASTENER SCHEDULE) Drown BY:L IF A TRUSS CANNOT BEMED Date: IN-LINE WITH A STUD, SEE 2x4 DOUBLE END WALL (BEYOND) 8-6-19 RUSS CONNECTION DETAIL TOP PLATE Scale:G CONNECTS TOP AS NOTED PLATE TO WALL STUDS oael DENALI OPTIONAL TRUSS CONNECTION DETAIL /-4x4 P.T. POST U) � Q W ` 1111111///� 0.040' ANGLES/STRAPS _ �� ••C ENS•• O �� SECURED WfTH U �� •\,\ E•• '•.• !y�� flJ I 1 5-861.5" LS 0 1 . , -)3 STATE ' OPTIONAL OFFSET TRUSS LL CONNECTION DETAILL::--5' OPTIONAL PORc LL Matthew T. BOldwin P.E. O Florida License 64608 (FBC 2304.9.6) 35'-O" MAX. r- SHEET: S-5..3 F- 1Y f , 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED. 1 Cornerstone Tiny Homes CODE INFORMATION CODE VERSION FBC 2317 61n M=*1 m14MC {�P INFIG NEE1ttiNG ISC —tl x MANUFACTURER CORNERSTONE TINY HOMES _ ST"RU U L ENGINEERS BUILDING TYPE MANUFACTURED BUILDING William E.Neary,III CONSTRUCTION TYPE V I _ � 10649 Oakview Pointe Terrace FIRE SUPPRESSION SYSTEM NONE Gotha,Florida 34734 RISK CATEGORY II OCCUPANCY R-3 - 0 " SMP-S 1,SNfI-79,ICC 5185040 FIRE PROTECTION NONE 0 ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED IsOmph EXPOSURE ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/—0.18 - IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 30DB. EXT. ELEVATION - FRONT WITH OPT. DOUBLE DOOR FLOORLIVE LOAD 4OPSF "R" RATING OF WALLS, FLOOR, ROOF 13.19,20 MODULES PER BUILDING HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SOFT. REVISIONS REV DESCRIPTON DATE BY H ___ _______ ___ jL ___ L - — Drawn By:. MED Date: 8-6-19 Scale:-. AS NOTED odel DENALI EXT. ELEVATION - ENTRY (LEFT) EXT. ELEVATION - FRONT ' _________ II ; ]E ; JI f6 - `�I111�LLiii� ! �� ••\'\DENSE . O �� - • STATE rr � p � . � •FL0R10P Oz I� tiilllll% Matthew T. Baldwin.P.E.. 4 EXT. ELEVATION (RIGHT) EXT. ELEVATION - REAR .. > Rondo License 64608 — SHEET: - - S-6.1 2019-08-24 TOP LINE ENGINEERING APPROVAL PLAN #DENALI.***NOT HVHZ ROVED ::,> • . E Fah � .. d .S5��.�"i:�~' ..-._— -__. -_ — , Cornerstone Tiny Homes CODE INFORMATION CODE VERSION 100 eon 6th annaN 0000 Rec MANUFACTURER CORNERSTONE TINY HOMES BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE V—B FIRE PROTECTION NONE________________ _________ IIIttIIIIHHIIHII FIRE SUPPRESSION SYSTEM NONE RISK CATEGORY N OCCUPANCY R-3 ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED 180mph EXPOSURE D - ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT 4/—0.18 IMPORTANCE FACTOR_______OR .15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001be FLOOR DEAD LOAD 10PSF 0 /� FLOOR LIVE LOAD 40PSF O "R"RATING OF WALLS. FLOOR, ROOF 13.19,20 MODULES PER BUILDING - 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE Na SQUARE FOOTAGE 380 SOFT. REVISIONS REV DESCRIPTON DATE BY �-�EXT. ELEVATION ENTRY (LEFT) EX T. ELEVATION - FRONT .Drawn By: MED Date: 8-6-19 Scale: AS NOTED. oriel DENALI H , _________________ II} Wiu U �%%%J1111111j� Q `�� ;• \_\DENSE ••'••.��/�� EXT. ELEVATION RIGHT C � El XT. ELEVATION - REAR STATE p4 TOP F SIRUL;FURA �atctweEt ��j� o Fl 0 R I D WSAP-51, ISMI79,ICC5185040 z ''�1I , 0NA�L ��``, 10649 Oakview Pointe Terrace �I11 l 11111'�� Gotha,Florida 34734 Q Matthew T. Baldwin P.E. Florida License #64608 t:.i IJJ J SHEET:- S-6.2 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED _ Cornerstone Tiny Homes CODE INFORMATION OPT CODE VERSION roc 2017 611,EDITION 2614tEC • O REFRIG.I G. OPT MANUFACTURER CORNERSTONE TINY HOMES • O WASHER/DRYER BUILDING TYPE MANUFACTURED BUILDIN CONSTRUCTION TYPE V e FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE RISK CATEGORY II OCCUPANCY R-3 ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED te0mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 IMPORTANCE FACTOR 1.15 OPT O p ROOF DEAD LOAD 1 OPSF I S H V Y A S H E ROOF LIVE LOAD - 20PSF OR 30DIb. FLOOR DEAD LOAD 1DPSF FLOOR LIVE LOAD 4OPSF ------------------ 20 ---------- 'R'RATING OF WALLS, FLOOR, ROOF 13,19,20 MODULES PER BUILDING t - HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 360 SOFT. REVISIONS REV DESCRIPTON DATE BY 'TS3 i'TC3P E NGCIVLERING,lie SEWER r � S Ct ENGINEERS William E.Neary,III Drawn By; MED SMP-51,SMI-79,ICC 5185040 Date: 10649 Oakview Pointe Terrace 6-6-19 Gotha,Florida 34734 $CO1B1 AS NOTED odel DENALI PLUMBING NOTES: III 1. THE INTENT OF THESE DRAWINGS IS TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING PLUMBING SYSTEMS. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM FINAL FINISH SELECTIONS APPROXIMATELY 6r-Orr FROM INTERIOR DESIGN/CLIENT FINISH PACKAGE SHEET. 3. ALL VENT AND FLUE OUTLETS SHALL BE 10'-0" MINIMUM HORIZONTALLY AND 2'-0" VERTICALLY FROM FRESH AIR INTAKE. INSTALL ISOLATION VALVES AT ALL FIXTURES 4. PIPING LAYOUT IS SCHEMATIC, REFER TO THE FLOOR PLAN FOR EXACT LOCATION OF ALL PLUMBING FIXTURES AND WALL/CEILING ACCESS PANELS. 5. WATER DISTRIBUTION PIPE SHALL COMPLY WITIH NSF 61 AND SHALL CONFORM TO ONE OF THE STANDARDS IN TABLE 605.4, \\\ ! W T • e �% VANITY FITTINGS SHALL COMPLY WITH ONE OF THE STANDARDS IN TABLE 505.5. ALL HOT WATER DISTRIBUTION PIPE SHALL HAVE A \\\ �`•.•••'••'••••.,•��O//' PRESSURE RATING OF 100 PSI AT 180 DEGREES FAHRENHEIT. <, .• CENSE 6. SANITARY WASTE AND VENT PIPE SHALL CONFORM TO ONE OF THE STANDARDS IN TABLE 702.2 ` Q WATER DISTRIBUTION PIPE (FBC TABLE 605.4) ��i MATERIAL STANDARD CHLORINATED POLYVINYL CHLORIDE(CPVC) PLATIC PIPE AND TUBING ASTM 02846;ASTM F44;ASTM F442; CSA 6137.6 STATE. •( CHLORINATED POLYVINYL CHLORIDE/ALUMINUM/CHLORINATED POLYVINYL ASTM F2855 CHLORIDE A PLATIC PIP E(CPVC/AL/CPVC)CPVC LAC AND TUBING O� �w r� CONNECTION. CROSS-UNKED POLYETHYLENE (PBX) PLASTIC TUBING ASTM F876;ASTM F877; CSA 8137.5 : / �,(•�•• pp F F RIDP CROSS-UNKED POLYETHYLENE/ALUMINUM/CROSS-LINKED POLYETHYLENE SANITARY SEWAGE '/ ` . • G\ \` (PEX-AL-PEX)PIPE ASTM F1281;ASTM F2262;CSA 8137.10 !n / S �' .....• - CROSS-LINKED POLYETHYLENE/ALUMINUM/HIGH-DENSITY POLYETHYLENE ASTM F19Hfi V ,,'�'/O N A•U \\\ (PEX-AL-HDPE) - _.Z ,,', %hI!'t m Matthew T. Baldwin P.E. Florida License #64608 JSHEET:° • P—i 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVEQ ELECT. METER &DISCONNECT Vornrstane Tiny Homes CODE INFORMATION CODE VERSION ra0 0012 x,000601 0010886 MANUFACTURER CORNERSTONE TINY HOMES BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE V-B 1. . \` i-- -- - FIRE PROTECTION NONE \ / \ \ \ FIRE SUPPRESSION SYSTEM NONE _ _ ( � � — — — — — — --- RISK CATEGORY II \ —. ' - - OCCUPANCY R-3 �.\ c _ ALLOWABLE NUMBER OF STORIES 1 \ JD I I / BASIC WIND SPEED 1e0m_h YYY EXPOSURE - D \\ , .1 I `._ -..- -.- / ENCLOSURE ENCLOSED • �...... _ INTERNAL PRESSURE COEFFICIENT +/-0.18 /-- � I 1 I IMPORTANCE FACTOR 1.15 OI / _ T..... I 1 I ROOF DEAD LOAD 1OPSF • I / / f \\ I / ROOF LIVE LOAD 20PSF OR 30016. a D �GFI _ _ --- \- / ./ O FLOOR DEAD LOAD 1OPSF W W 1 aI I FLOOR LIVE F W 13PSF 13.19.20 R" RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING - / --T -� - / \ HURRICANE PROTECTION USAGE NO / / PNL \ / / '� HURRICANE SHELTER USAGE NO / SQUARE FOOTAGE 36o SOFT. \\ / / - REVISIONS C U REV DESCRIPTON DATE BY / / SD / / � 1 WP-0/ ELECTRICAL RECEPTICAL FOR DISHWASHER, GARBAGE DISPOSAL AND TANKLESS HOT WATER HEATER UNDER ______c ELECTRICAL PrNExltrc.lk LAN COUNTER. -c t_ ELECTRICAL NOTE FOR William E.Neary,III PANEL, CIRCUIT,AND WIRE SMP-51,SMI-79,ICCS185040 DETAILS 10649 Oakview Pointe Terrace Gotha,Florida 34734 Drawn By: MED Date: 8-6-19 ELECTRICAL NOTES ELECTRICAL LEGEND ELECTRICAL NOTES ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMP OUTLETS IN FAMILY 7. SMOKE DETECTORS MUST BE WIRED TO ACTIVATE ALL Scale: LOCATION OF SWITCHES AND EXTERIOR LIGHTS AS NOTED MAY VARY DUE TO LOCATION OF WINDOW AND ROOMS, DINING ROOMS, LIVING ROOMS, LIBRARIES, DENS, BEDROOMS, ALARMS SIMULTANEOUSLY IF ANY DETECTOR IS ACTIVATED. ® EXHAUST FAN CLOSETS, HALLWAYS, RECREATION ROOMS OR SIMILAR AREAS MUST BE WIRELESS INTERCONNECTIVITY IS ALSO PERMITTED. Model f: DOOR OPTIONS PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER IN ACCORDANCE DENALI 110V OUTLET WITH SECTION 210.1.2 OF THE NEC. (CIRCUITS 5&7MUST BE 314.3.1 INSTALLATION NEAR COOKING APPLIANCES PROTECTED BY AN ARC-FAULT TYPE CIRCUIT BREAKER) CIRCUIT 9 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING GROUND FAULT MUST BE PROTECTED BY A DUAL GFCI AND ARC FAULT TYPE BREAKER. LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A 101 TOTAL TINY HOME ELECTRICAL DEMAND SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3 0 WATER PROOF LIGHTING LOAD 3903 Watts 100% OF AC LOAD 10000 Watts HVAC SYSTEM TO BE SITE INSTALLED AND DESIGNED BY OTHERS, 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED SUBJECT TO LOCAL BUILDING OFFICIAL REVIEW AND APPROVAL. LESS THAN 20 FEET (6096mm) HORIZONTALLY FROM A "w SPECIALTY/ HARD WIRED APPLIANCE LOAD 2925.00 Watts 100% OF 1ST 10 KW 10000 Watts PERMANENTLY INSTALLED COOKING APPLIANCE. DRYER LOAD 3400.00 Watts 40% OF LOAD >10KW 10491 Watts 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN 2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING 220V OUTLET ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NEC. SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET TELEPHONE JACK WATER HEATER 18000.00 Watts 30491 Watts 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL (3048mm) HORIZONTALLY FROM A PERMANENTLY INSTALLED D BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES COOKING APPLIANCE. SWITCH COOKING LOAD B000.00 Watts SHALL HAVE FIXTURES SHALLIMUM HA E ALEARANCE MINIMUM OF 12 INCHES AND ALL OTHER 3.CLEARANCE OF 8 INCHES FROM INSTALLEDTOELECTRIC LESS THAN$60KE FEETL(1RMS SHALL 28mm) HORIZONTALLY ilt DIMMER SWITCH 36228.00 Watts "STORAGE AREA" AS DEFINED BY NEC 410-8. FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. Iii,, PROVIDE 150 SERVICE 3. WHEWTHN WATER READILY ACCERS ESSIBLEEDISCONNE INSTALLED TS ADJACENT THEY TO E HEOVIDED 4.WAT R OF THELBUI(DINGT FANS MUST BE AND TERMINATE ATUANED TO THE APPROVED VENT `�� `��V... •.e,� ��' 3-WAY SWITCH HEAT PUMP LOAD 10000.0 Watts HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT CAP. BREAKERS SHALL BE PERMITTED TO SERVE AS DISCONNECTING 5. CARBON MONOXIDE DETECTORS MUST HAVE AN AUDIBLE CENSE . •"".'•,•%��' WE ELECTRIC PANEL MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN ALARM AND MUST BE LISTED TO COMPLY WITH EITHER �? i i SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING ANSI/UL 2034-96 OR UL-2075-04 i ® THERMOSTAT 120/240V, 101., LOCKED IN THE OPEN POSITION. 6. MINIMUM OF 75% OF LAMPS IN PERMANENTLY INSTALLED 3W. NEMA 3R, 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. 150A DISCONNECT DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT 150 METER CAN SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE Z�OO CEILING PADDLE FAN 120/240V, 1DIA, HVAC EQUIPMENT AND DISCONNECTS ENTIRE SYSTEM SHALL BE A 150 AMP PANEL Q i O *(3) 3W. 150AELECT. PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER car. DESCRIPTION BRKR WIRE CKT. DESCRIPTION BRKR WIRE J / •. STATE •. 4PANEL DISCONNECTING NEA S ARE LSO PROVIDED BY A RDILY NO. 314 NO KITCHEN GFCI zo .12E SSIBLE CIRCUIT BREAKER A C 15 '.. Fl 0RIDNT�'v TELEVISION CABLE TO ULTILTY COMPA 5. ALL INTERNAL CIRCUITS TO BE COPPER NM EXCEPT HVAC AND 3 A/C 15 14 4 KITCHEN GFCI 20 12 SMOKE DETECTOR` 0 AWG+(1)o#6 GRD. IN 2"DIA RANGE CIRCUITS TO BE COPPER SE CABLE (75 DEGREES 5 BEDROOM/BATH 20 12 6 DISHWASHER• 20 12 CELSIUS). MAIN SERVICE CAN BE ALUMINUM APPROPRIATELY SIZED 7 FAMILYRM/KTCHEN is 14 8 DISPOSAL 20 1z // 07' U GALV. ROD FOR SERVICE LOAD. 9 BATH/WALL GFCI 20 12 10 REF 20 12= / „"'`\` • - Z • 6. RECEPTACLES INSTALLED IN WET LOCATIONS MUST BE IN A MINI •SPLIT 11 WATER HEATER 40 8 12 MICROWAVE 20 12 WEATHERPROOF ENCLOSURE THE INTEGRITY OF WHICH IS NOT 13 WATER HEATER 40 8 14 • RANGE 50 6 • I— Matthew T. Baldwin P.E. AFFECTED WHEN THE ATTACHMENT PLUG CAP IS INSERTED OR 15 SPARE 1 16 C) Florida License #64608 REMOVED. ALL 15 AMP AND 20 AMP RECEPTACLES INSTALLED ON .DISHWASHER OR WASHER/DRYER COMBO SUMMIT SPWD220OW OR EQUAL • .- W ELECTRICAL RISER THE EXTERIOR OF THE BUILDING SHALL BE LISTED AS 'WEATHER J SHEET: • E- RESISTANT' • W 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED • • . ; • S ,`1s` a Y ,.#:...S.x, Corn,rstone p . Tiny Homes CODE INFORMATION I I CODE VERSION Fee 2017 RN 108201 20141w0MANUFACTURER CORNERSTONE TINY HOMES I BUILDING TYPE MANUFACTURED BUILDING I I I I CONSTRUCTION TYPE V—B .. _ I � I FlRE PROTECTION NONE — i I ARE SUPPRESSION SYSTEM NONE RETURN / I RISK CATEGORY II \` \\\ OCCUPANCY R-3 .. \ \ I / ALLOWABLE NUMBER OF STORIES I / BASIC WIND SPEED 180mph. / EXPOSURE D / - ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/—0.18 IMPORTANCE FACTOR 1.15 UPP Y III ROOF DEAD LOAD IOPSF - ROOF LIVE LOAD 2OPSF OR 3001b* \ FLOOR DEAD LOAD 1OPSF / FLOOR LIVE LOAD 40PSF /� \\ \� "R"RATING OF WALLS. FLOOR. ROOF 13,19.20 / MODULES PER BUILDING 1. / \ I HURRICANE PROTECTION USAGE NO — I HURRICANE SHELTER USAGE No I SQUARE FOOTAGE 360 SOFT. I I I I REVISIONS I I I I REV DESCRIPTON DATE BY i I --� P UI E EE1NN LW R 6ENGMAEE MECHANICAL PLAN William E.Neary,III SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace Drawn By: MED Gotha,Florida 34734 Date: 8-6-19 2X4 - Scale: AS NOTED DENALI X4 ,o _ = O O RETURN 2 2X4 = ______ RETURN T `��I1111111//// EXHAUST FAN ♦ / 2X4 ♦ T / SUPPLY W ♦ e / •\_\cENs - •\• 1 MECHANICAL DETAILS HAUST AN \A /R N MECHANICAL NOTES: Z HVAC SYSTEM SHALL BE A FUJITSU DUCTED MINI SPLIT, 12,000 BTU, 22.7 SEER AOU12RLFF FLOOR ACCESS HATCH MOUNTED HEAT PUMP WITH 20.0 SEER SLIM DUCT ARU12RLF AIR HANDLER OR EQUIVALENT SYSTEM. SUPPLY AT LEAST 24" X 3E STATE THE HEAT PUMP IS LOCATED ON THE EXTERIOR, BEDROOM, END WALL. THE AIR HANDLER IS pT''••,, ,.Po R iD�` �"♦� LOCATED ABOVE THE BATHROOM CEILING. PROVIDE (1) 20AMP DP 240V CIRCUIT TO THE HEAT PUMP. SEE ELECTRICAL NOTES AND ELECTRICAL SHEETS FOR MORE DETAILS. U �/i S/0•�••••• E�♦♦� `HOT WATER SYSTEM SHALL BE AN ECO 18 SINGLE PHASE ELECTRIC TANKLESS WATER HEATER OR 2X4 @1 16"0C Z / 1 EQUAL. THE WATER HEATER SHALL BE INSTALLED UNDER THE KITCHEN SINK. PROVIDE (2) 40 DP _ MaNNheW T. BaldWh P.E. -40V CIRCUITS. SEE ELECTRICAL NOTES AND ELECTRICAL SHEETS FOR MORE DETAILS. MECHANICAL DETAILS FloFida UCeDse sasos w Ld SHEET: M-1 2019-08-29 TOP LINE ENGINEERING APPROVAL PLAN #DENALI ***NOT HVHZ APPROVED .��,.>.�x 3 �3;��-__ _ _ ______/. '______ - t � ��•I�,kT• � ` c',' .�.e-.,_