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Home My WebLink About22-4867 (2)i rill �t } „r l t i1t?91} M 5335 Eighth Street �' Zephyrhills, FL 33542BNC-004867-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/2712022 .r' . \��\<;; 1 \ zee 3 °}i ,�. ,: 1��.?b�.t \z \. s } ....cza � z '.\ z..z°,,.�i. a�zy �l "r1 ,.1 a. .t�, - �\ t � •r �z,. .. \, ., . � L,l3 i£ ,. �l\:�l„`�. ��'dS �c�.f�{ `Ty1z \\•�\\�i�TIZ"�. �\i� c�., J, �\.. a#t .0 �\�F��\. •�1�5�\ \i`�i3C�i �b,4 i�\�t€�„}ki}^}��'\";: il.�i�t'�'l��a. 'z t��, t�Q`1��\i'�Z. '�t: i\l \�fi �l y. 03 26 21 0200 00000 OODO 6145 Abbott Station Drive t\z ;$" 'ixa l ..'l z� z :YT.£ %�},? .*. i? z ',i}t4. \ `�C �,.,t:.'}n ti{a'�M`r '3- `i�.bk'S`t \. z. G a,t� 4Jk 14 `.1 r l\� I•Z';;.. ,.. ,. 9* .�,'".`-"S'ih.i,`•,k,31:F.f'�Z46:,. Name: BTBSOR LLC Permit Type: Building New (Commercial) Contractor: NCC CONSTRUCTION INC Class of Work: New Construction Address: 6384 San Rafael Ct Building Valuation: $7,500.00 ROHNERT PARK, CA 92928 Phone: (510) 579-3598 Electrical Valuation: $2,400.00 Mechanical Valuation: $1,200.00 ? Plumbing Valuation: Total Valuation: $11,100.00 Total Fees: $3,937.53 Amount Paid: $3,937.53 Date Paid: 10/27/2022 1:34:58PM t:. a \t s..: z, \r? ,3 u K. ,.i,.\.y\ £n5l \t`;tY '. t., z�z,. z\\ iz� z S`fi z... � 01g, .q r't}n , , zI-?:t �E4a"vt'�..w,.:4„�...'{�`c�z".`£':�>� INSTALLATION SHED FOR DAYCARE W/ SUB PANEL W/ 1.5 TON A/C UNIT - Electrical Permit Fee $52.00 Electrical Plan Review Fee $26.00 Mechanical Plan Review Fee $23.00 Mechanical Permit Fee $46.00 Transportation Impact Fee - City $23.52 Building Permit Fee $77.50 Impact Fee - General Office $2,352.24 Building Plan Review Fee $38.75 Wastewater Impact Fee $836.00 Fire Plan Review Minimum Fee $24.00 Water Impact Fee $404.00 Fire Inspection Fee $34.52 REINPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. • a: • • • r a • a • • ♦ a t • r • . • accordance with City Codesand Ordinances. OCCUPANCY BEFORE NO OCCUPANCY BEFORE CONTRACTOR SIGNATURE ��W ..:rf Ili; • MOT • Mf j •: 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. 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 with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO EM AY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I E TAIN INANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNERORAGENT CONTRACTO Subscribed and sworn to (or affirmed) before me this jt�s rn r a a b re by Who islare personally known to me or has/have produced ate pets all kno t e shave produced as identification. {j as identification. A\ Notary Public 1�( I Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped 813-TW-0020 City of Zephyrhilis Permit Application Fax-813-7804021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to *deed* sestnefiMV which May be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable dead restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSMILMES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in it=tdanco with state and local regulations. It the contractor Is not licensed as required by law, both this amor and rxiavacw may be cited for a misdemeanor violation under state low. if ft owneir or intended contractor ate uncertain as to WW kensmo requirements may apply for the Intended wane. they we o"od to contact the Pasco County Sulding Inspection Section at 727-847- 8M. Fun hannore, if the ovow has hired a contractor or contradom he is advised to have the contraclorts) sign portions of the 'cantractor BloW of this application for which they will be responsible. It you, as the owner sign as the contractor, row may be an indication that he is not property licensed and is not entitled to permitting onvilegas in Pasco County. TRANSPORTATION IMPACTAMUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that TransporieW Impact Fees and Recourse Recev" Fees may apply to the construction of new buitaialfs, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance member 8"7 and 90-07, as amended- The undersigned also Understands, that such too, as may be due, will be identified at the time of permitting. ft is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving acertificate of ocictipancy'or final power release. If the project does W involve a cestikate of occupancy or final power release. OW kids must be paid prior to permit issuance. Furthermore. it Posco, County WaldriSirwdr Impact fees are dud. Ifidy triust be OW prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended); If valuation of work is 52,5W.00 or more, I car* that 1, the appficOnL have been provided with a copy of theFlorlda Construction Lion Law—Homeomer's Protection Guide" prepared by the Florida Department of Actriculture and Consumer Affaim If the applicant is someone other it= tha'awnee, 1400114y that I haw obtained a copy of the above described document and promise in good faith to deliver it to the -O"W prior to COMMeOMMIMIL CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be dorm in compliance with all applicable tows regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation ties commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also conify that I understand that the regulations of other govemment agencies may apply to the intended work, and that 4 is my responsibility to identify what actions I must take to be In compliance. Such agendas include but are not limited to: - Department of Environmental Protection -Cypress Sayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Marlagamerit Disbic(-Wells, Cypress Baybeads, Welland Areas, Altating Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that Me following restrictions apply to the use of 54* Use of fill is not allowed in Flood one 'V' unless expressly permitted. - If the fill material is to be used in Flood Zone -A7. it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone 'A" In connection with a permitted budding using stem wall construction, I certify that fill will be Used Only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for Violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan Is required. If I am the AGENT FOR THE OWNER. I promise in good faith to inform the owner of the pernifflinif conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, weft, pods, air conditioning, gas, or other installations not specifically included In the application. A permil Issued shall be construed to be a 11conse to proceed with the work and not as authority to violate, cancol, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of eras in plaria, construction or violations of any codes. Every permit issued shaft became invalid urd"s the work authorized by such permit is commenced within six months of pomrtt issuance, or it work authorized try the permit isuspanded or abandoned for a period of six (6) months offer ft time the work is commenced. An extension may be requested, in writing. from the Building Official for a period not to exceed ninety (00) days and will demonstrate Justifiable cause for the o4onstom If work ceases for ninety (90) Consecutive days. the job % considered abandoned. Mffi I C I 1144 :2.1t 1, 4 i R it i i ITjl:j ifolvig'Jif. still M public I (� Ralph Holzapfel `JOTARY PUBLIC 'FATE OF FLORIDA Comm# GG318215 Expires 5/23/2023 HVAC NOTES Nw �. �wus mameuxa� arc �S .sm E c ws aeT sw .0 �ar+x ,ns 4 +aa o ceam ouW S�x>�`n mm �. ssire4e4 omm tuBd4 x 1/Z ¢teAx�.t#'�:HpWt TfE qM aiag YCv[X9 m mwaaeuams xa wa as avow rImn�a��rt�xr ma rm�mm�i 4 a&aete�arta nnwa,nw i,/t "a K� nrB5l�bxLw- , r4 uw / aswr ro rm uHaw� � u ma,�s aaaamos. w c m w ,xwn xrssx,. *" �mrnae snai EVAC DESIGN REQUIRES: YES NO IAQ — VENTUATION DESIGN CRITERIA mxr saa xaarm x +xmxa wmnxw wrtnnnw - x 4a� - x ,roEw��sx«,.Ts�m _ xFlc".v,�sac N�,ms,xm rriE sP�E. UVAC SYMBOL LEGEND war �� f9.<tK1 RFI.61£C� cfAu.W. it�klt51'AT CITY MULTI SPLIT AIR CONDITIONER SYSTEM SCHEDULE tea, dR . N6i itlb CIS �rtxai an xsaxo � .ss�s� �. tteE a• a-a,w zaEnxFxa rnawi ror"orcix �urer ro �rrvuc e� w,ia. a acn"u,ce raw nunu"" � as �a uwnrF.ena�Ea e. HIGH FALL DUCT FREE_SPUT SYSTEM MOUR'TLK DLrTAIL. xrs � � n+ERmsrnr �mnm .se O wxx nc w.aaxr+,was � um QQ Haag n,�r scams. 0 oursw� ua ( came ,mx PAL aAa, Fxrwisr offs. �eax�s t ibt �E 1aJ1, SHN` sna.[. BE Cntu�rtD 9F'ni d%XaNNG WNIFM:IYata SFRNCE GENUbCF5. SO aWr' "w-C✓r MhSFA P'k'S N6i D Pot1R pRECSk.T w U"rt x� � Cy MEcwANI ALFLooR secuaE wrss ROUND DUCT HANGER � .rG.. WELL CAP DY.TAIL .rvo vuxx euasn awo,xxan suu T wsrwm .mcr arvu uw. n� � ies wx. wwar cm.wrr. CONDENSING UNIT MOUNTING DETAIL nwxuma ",Haar, w"xo Law ,£awxx n r.s. na� rormxarr CITUNG HUNG INLUW_ REVISIONS: + '°+•sa Si6'xA W O N � O y 6 m O = LU b W W W N O3 L W W z o d MECHANICAL W2022 Contractor/Homeowner: 101041IMM—MIM on MYSM W UWAMEM I City of Zephyrhills ,W-UL.7 KELT GLkL4-VLV, Y �y ..... .... . (C IL V" A, CI A M�-f7 ES1 Approved w/the below comments: Denied w/the below comments: El Ice* joa- A2 This comment sheet shall be kept with the permit and/or plans. BIlf burgess uilding Official Date Contractor and/or Homeowner (Required when comments are present) City of Zephyrhilis Water and Sewer Impact Fee Calculatiol � M MMEM•� Impact Fees For Type A Within City Limits Outside City Limits Water Facilities Capacity Fee $ 404.00 $ 505.00 Wastewater Facilities Capacity Fee $ 836.00 $ 1,045.00 TOTAL 1,240.00 $ 1,550.00 (B) Toilets and Kitchen No. of Students Impact Fees For Type B Within City Limits Outside City Limits Water Facilities Capacity Fee $ $ Wastewater Facilities Capacity Fee $ $ TOTAL No. of Students Impact Fees For Type C Within City Limits Outside City Limits Water Facilities Capacity Fee $ $ Wastewater Facilities Capacity Fee $ $ TOTAL STYLE CLASSIC S1 ttlT=kllri///� — SIDING HORIZONTAL�� ENCLOSURE/OPEN 24 OL,OSUR,E �� i, C)_ X 40'-0' ANCHOR SCHEDULE„ r" A _ L - _ R C I, s.,.:m H"`a <.�,.- �.`�-,„„ - , €'^�S ter„ 's ..- LL! (#5 REBARS AT 36' EMBEDMENT) ».= CODES AND STANDARDS STRUCTURE j <120MPH <130MPH <140MPH <_SSOMPH 24-0" MAX. 6' O.C. 44" O.C. 40" 0.0 36 O C. C` d _ 1. WIND LOADS DER. "ID,30-0" MAX 30' O.C. 20' O.C. 16" O.C. 12 O.C. A� -Jcn A. FLORIDA R IDENTIAL BLJ# 'I K[NG CODE 7TH EDITION (2020) WITH AN ULTIMATE DESIGN 40'-0" MAX _ . 24" O.C. 16" O.C. 12" O.C. 10 O.C. "`�� ,3 :`'b - � I �I��\` N WIND SPEEDOF 150 MPH EXPC7SURE C, NOMINAL DESIGN WIND SPEED OF 117 MPH: r Ii l` a r -�. y7 BUILDING nIS CATEGORY III. ANCHOR CHEDULE 2. ROOF LIVE LO IS 10 PSF. (1/2" DIA. EXPANSION BOLTSAT2S EMBEDMENT) " _ _ BEDMENT ELI S_T_RUCTU RE 14oM H <150 MPH j ( 1� °� ��// _ \•" 3. THE PROJECT WAS DESIGNED 48 O. _ _ 7 iF'°l < P A. FLORIDA BUILDING CODE 7TH EDITION (2020). 30` 0 MAX 48 O.0 L 48 I C j j �1 t C B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2014 EDITION). 40 0 MARE 48" 0 C ( Jp1 t } t (€ F { t t F *YY )4' 0 MAX — C. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION, AWS, D1.4/ LATEST EDITION - - N 00 D. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR , , <.. Lo O BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC 15TH EDITION (ASO). -_ - - 1 L '-", -v'_- ( 0) ,,c'),, 4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING AND PATIO GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR FLORIDA STATE-WIDE PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/N W W DA 101/LS. 2-97 OR TAR 202 B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. S. STEEL FRAMES SHALL BE SPACED NO MORE THAN 56" QC, U.N.O. ON PLAN, ALL TUBE STEEL SHAPE STRENGTHS ARE 46 KSI STEEL. ALL CUPS ARE 36 KSI STEEL. 6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP. ALL WELDS SHALL BE 1/8" MINIMUM FILLET WELDS. 7. ANCHORING BUILDING: A. BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL. B. WHEN EMBEDDED INTO ASPHALT HELICAL ANCHORS OR 30" LONG #!5 REBAR WITH A NUT WELDED TO THE TOP, SHALL BE INSTALLED AT 12" ON CENTER FROM EACH SIDE AND THE BALANCE AS 56" ON CENTER. C. WHEN PLACED ON A 4" CONCRETE SLAB, A 1/2" EXPANSION ANCHOR WITH 2-1/2" OF EMBEDMENT SHALL BE INSTALLED 12" FROM EACH SIDE AND THE BALANCE o 56" ON CENTER. CONCRETE SHALL BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. & ALL STEEL -TO -STEEL FASTENERS ARE TO BE 12-14 x 1/4 HWU ULTRA-2 TCP3 CS, 9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE !OINT. WALL AND OPENING PRESSURES COMPONENTS AND CLADDING (ASD) NEW 4" SLAB (3000 PSI W/ HBERMESH) 14"X16" FOOTER 20'-0" --- FOUNDATION PLAN SCALE : N.T.S. 2.EDX2.25"X18GA RAFTERS (2) 2.25"X2.25"X16GA BOW POST —2U-D,. _ TRUSS LAYOUT 20'-0^--- OPENING TYPE HEIGHT WIDTH CODE j WIDOOR 96"NDOW 38375' � 7 — 23 RooFMEMBEe __ [BASE TIP _.DOOR 96 72' 5-750 1 I a u.-vP� .. AXlBGA NCAo4800/cs ...2, >, DOOR 96 104 S 750 ��PAN F g,cl DOOR 96" 120 S-750 HE ICA AN tuft, A ACr h „R o BASE RAIL DOOR 96" 144 S-3100 ) z PEP MANUFA TUR s cc dFULA ox- ANC G R BE -OCAl ED I I EACH h OF THE BASE RAI_ T SIDE TYPE MATERIAL ,P,RESSURELPSF�1 ATTACH xs5x4CASIAKASIDGACE_ `;' T cFAE nsE4Df.�Mn'OrAICNc ELENGTn ON., rr,A-:FO_cL 4 CON e0-OM rING LECUNAG�ASLUM*+21.0 28A PEAKBRACELE CURTAIN TEEL +20.1 /-26.3 CONNECTION DETAILS STEEL +19.2 / -24.6 HELICAL ANCHORCONCRETE SLAB CONNE LECURTAIN STEEL +18.6/-23.4 CONNECTION _LECURTAIN STEEL +18.2/-22.6 SINGL STEEL +18.1/-222 r PROVIDE BARRIER BETWEEN ALUMINUM AND STEEL TO PREVENT CORROSION CONNECTOR SCHEDULE CONNECTION LENGTH TYPE METAL SIDING ROOF 1/4 3/4" SELF -TAPPING METALSIDING WALL TUBE TO TUBE 1/4 3/4" SELF -TAPPING 1/4 3/4" -TAPPING SELF — _ j ' MATERIAL SPACING GALV. METAL SCREW 1.5" FROM EACH CORNER, 10" O.C._ GALV. METAL SCREW '', ls" FROM EACH CORNER, 10" O.C. GALV. METAL SCREW 'T (2) PER TUBE END WALL FRAMING SCHEDULE END WALL MEMBER 1 T PICAL SPACING VER.ICALSPAN _I ONCENTER 14 1 TO 15 0" 3` 6 13 1" TO 14 0" 4' 0 11 7" TO 13 0" 0 0" TO 11 6 60 ROOF BEAM SCHEDULE ----------- ROOF WIDTH SIZE 00 20 " TO 20'-0" 2 25X2.25X16GA _1" TO 24'0" 2.25X225X14GA Is X-1 F ALI N POF-1 _ ON ACHSIDE MEMBF S 'P 3 M SASE TIP Glic -{LOSS BOW RINK WEIJ ED TO BASF 'All TYP. ❑ 0'-C" - �T.o.-GRADE BOW/BASE RAIL SPLICE CONNECTION IS TRILXSED PAER O,CPU, ORLOU RAL I ,rAEOR X2 XU5 GA2 LONG NC' If IS CURE HO POT(EACH SIDE) AND RAFTER RDARAR OHTN ,4 X3/1 CUT, I ON BOTTOM AN t; ON SIDE NOTE, AT POLL UP DOOR OPENINGS, LEE I SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE, RAIL OR WINDOW RAIL CONNECTION DETAIL SCALE: NTS U,j r a Y ALL FRAMING MEMBERS ARE 25"X2.5"X16GATS U.N.O. PURIFIES ARE 1.5"X186A HAT CHANNELS. BUILDING OCCUPANCY CATEGORY = EDUCATIONAL GROUP E p zi 00 om T o , z� Z METAL CONNECTOR PLATE METAL CLIP ANGLE ri S POST r i 2 6A FG P ROLL U P DOOR I RAME) �TS 'SONS UCf AL HEADES XlONG ANGLECl LP Fc,-,pL To ATsrTOP/DER, 2 CA FO RO1-..P DO., FPAM,I OR BOTTOM OF W.NOOJJ RAIA/C,RI WITH 4zz-E4x,/4 suF°s � �. TS WINDOW RAIL(ORGIP.T W R VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL SCALE:NTS CGC1508011 9001 W. Norfolk St Tampa, FL 33615 Phone: 813.817.0168 TO: City of Zephyrhills- Building Department 5335 8th Street Zephyrhills, FL 33542 Request to Register Certified General Contractors License NCC CONSTRUCTION INC LICENSE# CGC1 508011 9001 W. Norfolk St. Tampa, FL 33615 Phone: 813,817,0168 FAX: 813.315,6997 Thank y 'u SON EZ el r-51L ,Ilk QUALIFIED PROPERTY MANAGEMENT, INC. Administrative Office New Port Richey, FL 34652 I *W?V January 17, 2022 Btbsor LIc 6384 San Rafael Ct., Rohnert Park CA RE: Silver Oaks Village HOA Inc Lot# - 6145AS - 6145 Abbott Station Drive ACR Dear Btbsor LIc: As managing agent for Silver Oaks Village HOA Inc our office has been asked to write you with regard to your recent request to install a shed/ pod for an additional classroom, and install a 6' white vinyl fence to surround pod on daycare property per submitted documentation.. The Silver Oaks Village HOA Inc Architectural Change Committee has reviewed and approved your request as submitted provided the changes are made in accordance with your Alteration Application and the Associations' recorded deed restrictions. Please keep this letter and a copy of your Architectural Change Request form for your records. Should you have any questions, please contact our office. Sincerely, Qualified Property Management, Inc. Jeffrey Roberts LCAM Silver Oaks Village HOA Inc Member community Association Institute tb ` Air System Sizing Summary for MAHU-1 Project Name: DAYCARE 07/16/2022 Prepared by: 09:59PM Air System Name M4*u-1 Number ofzones I Equipment Class umosr Floor --- ----------------- ------------ --------- *700 np Air System Type aZc^V unumon Tampa, Florida Sizing Calculation Information Calculation Months ----------------------------- -------- - Jan tnDec Zone CpMSizing -------------------- Sum of space airflow rates Sizing Data ---___-_----- --- __._-User-Modified Space CFMSizing _-'-_Individual peak space loads Central Cooling Coil Sizing Data Total coil load ---------- ---------------------------- ---- -1.n Tons Load occurs m----_.-'_----------------------------- Ju|1uno Total coil load 1u.* men oAoB/vvB_____--__--__-_-------u1.a/7e.e ^F Sensible coil load 11.e w8H EnmrmnDe/vvo_-__--__--_'-'_-_um.4/ro.o ^r Coil CrMatJul 1noo----------------------------------- --------- _-4o7 Crm Leaving oB/vvB------------------------------ _--- ---- ---- -_�ou.o/or.n ~p Max block CFM--_-_---------------- --------- ----------- _-'*o7 CrM Coil ADP ------- _------ -------- ------------ --------------- sn.1 ~F Sum mpeak zone opw___--_-___-_4ur CFw Bypass Factor ------ ---- _______-___'-_o.1ou Sensible heat ,auo_'_-__--------- ------ ____ u.suo Resulting m*__--_-_---__--_-_--_af m oFmnvn--- -------- ----- ----------------------- ___ ------------ 2u2.r Design supply temp - ----------------------------------- ------------------- 58.0 `F n'/rvn__---___�--------- _------------------- _ao4.o Zone T-x/etCheck ------- __------------ ------- ------- 1v/1 OK BTu/(x,n2)oo.s Max zone temperature deviation __'_--_'_--_-n.o ^p Water flow @1V.o^rrise --- ------------------ ----__-n.71 gpm Central Heating Coil Sizing Data Max coil load __----------- _-__.-_13.o wBH Load occurs at Des nVB Coil cFmmDes Htn______._-_-__-_--�o7 cFM oTu/(xrn')zm.o Max coil oFM____-__-_------------- --------------- 4u7 CpM Ent. oB/Lvgoa---------- --- ---- ------- --------------------- ---- ox.u/o1.v ~r Water flow @un�o^rdrop --- --------------------------- --- ---- 1.ou gpm Supply Fan Sizing Data Actual max Cpw_-_�_-__ --- --- ----- 4zr CpM Fan motor BHP ------------- --- ------ -___�_--__---o.o1 a*p Standard CFm------ --- _-_�ar CpM Fan motor mw_-___----_.__-__---___n.o1 ww Actual max crmopu.o3 CFMxr Fan static -_--_u.1u mwg Outdoor Ventilation Air Data Design airflow CFm__--__-'___-___.-__com cpm crM/pomon_--_-_--- ---------- --- ____--'-17.ua CpM/person orMor--------------- --------------- --- --- _----------------- --- --- o.*4 cFmxft2 Hourly Analysis Program 5.11 Page 1 of 2 Air System Design Load Summary for MAHU-1 Project Name: DAYCARE 07/16/2022 Prepared by: 09:59PM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1600 COOLINGOADB/WB 91.6*F/76.9'F HEATING DATA AT DES HTG HEATINGOADB/WB 36.0'F/30.3'F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 64 ft2 2733 64 f12 - - Wall Transmission 856 ft2 1494 856 ft2 1925 - Roof Transmission 470 ft2 1045 470 ft2 1041 - Window Transmission 64 ft2 953 - 64 ft2 2285 - Skylight Transmission 0 ft2 0 - 0 f12 0 - Door Loads 0 f12 0 - 0 ft2, 0 - Floor Transmission 470 ft2 0 - 470 ft2 785 - Partitions 0 ft2 0 - 0 f12 0 - Ceiling 0 ft2 0 - 0 f12 0 - Overhead Lighting 141 W 481 - 0 0 - Task Lighting 0 W 0 - 0- 0 - Electric Equipment 0 W 0 - 0, 0 - People 12 1920 960 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous 0 0 - 0 0 Safety Factor 0%/0% 01 0 0% 0 0 >> Total Zone Loads 8627 960 - 60351 0 Zone Conditioning - 8227 960 - 5933 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Return Fan Load 437 CFM 0 - 437 CFM 0 Ventilation Load 205 CFM 3373 5970 205 CFM 7374 Supply Fan Load 437 CFM 22 - 437 CFM -22 Space Fan Coil Fans - 0 - 0 Duct Heat Gain / Loss 0% 0 - 0% 0 >> Total System Loads - 11621 6930 -1 13285 0 Central Cooling Coil 11621, 6930 - 0 0 Central Heating Coil 01 - 13285 - >> Total Conditioning 116211 6930 132851 0 Key: Positive values are cIg loads Negative values are htg loads Positive values are htg loads Negative values are cig loads Hourly Analysis Program 5.11 Page 2 of 2 ENGINEERING I'll 'EXPRESS, 160 SW 1ZTH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-06601 ENGINEERINGEXPRES&COM REPORT HOLDER- EVERWELL PARTS, INC. 10914 NW 33RD ST #1 OOQ.DA DORAL, FL 33172, USA (305) 406-2331 1 EVERWELLPARTS.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the International Building Code (2012, 2015, & 2018) and the Florida Building Code Sixth & Seventh Editions (2017& 2020) per FBC Building Sections 104,11 and 453.25.5, FBC Mechanical 301,15, FBC Building Ch, 16, ASCE 7, FBC Residential M1202.1, FS 471.025, and Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein, IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: - Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. . Structural Engineering Calculations Structural engineering Calculations have been prepared which evaluate the product based on rational analysis to qualify the following design criteria: • Maximum unit dimensions certified herein • Unit weight range certified herein • Tie -down configuration and anchor spacing • Anchor capacity for various substrates • Maximum allowable lateral and uplift pressures certified herein. Calculation summary is included in this TER and appears below. NOTE: No 33% increase in allowable stress has been used in the design of this product. INSTALLATION, The product(s) listed herein shall be installed in strict compliance with this TER & manufacturer provided model specifications. Product components shall be of the material specified in the manufacturer -provided product specifications. All fasteners and anchors shall be installed in accordance with the applicable provisions specified herein in addition to the anchor/fastener manufacturers' published installation instructions. LIMITATIONS & CONDITIONS OF USE, Use of this product shall be in strict accordance with this TER as noted herein. Installation shall conform to the minimum standards stated in the referenced building code(s) in addition to tie -down details and limitations stated herein. See final page for complete limitations & conditions of use. UNIT CASING MATERIAL: 19 GA min. gale, sheet steel equivalent to ASTM A653 CS Cold Rolled Steel or stronger. Top cover, front plate, and side plate secured with #8 min. SAE GR 2 SMS screws or stronger. Knockouts provided for utility & control connections. For further unit construction information, please contact manufacturer, TERMINOLOGY: See list of abbreviations on the final page of this report. Technical Evaluation Report DIVISION: 48 10 00 — COMMISSIONING OF HVAC 117135wo !0100M MTSM19331332 M, 9 # E . Zia (Subject to Renew Match 1, 2022 or next code cycle) rAK!k bxLygitk OPTIONS: This evaluation is valid for all DAIZUKI models described herein, Any structural changes outside of the design as described herein would void this certification. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: Maximum Rated Wind Pressures*: + 120 psf Lateral, 95 psf Uplift - Required design pressures shall be determined on a site -specific basis in accordance with AS 7 and applicable sections of the building code(s) being referenced in accordance with ASD methodology, - Required design pressures shall be less than or equal to the maximum pressures listed herein. - *Maximum Rated Wind Pressures indicate the maximum pressures that all units listed herein are approved for, Valid for at -grade and rooftop applications. See limitations herein, - Site -specific wind analysis may produce alternate limitations provided IIIOAMIUM loittw willu plubbufwb bkottNA 11"VIVRI cut; Ilul V1AUtrkdUUU1 VISIT ECALC.10/26978 $ FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THE OR CODE TO THE RIGHT > VISIT ENGINEERINGEXPRESS,COMISTORE FOR • ADDITIONAL PLANS, REPORTS & RESOURCES 10111rcit %me Frank Bennardo, P.E., SECB n fli-til Certifying !"i� ENGINEERING EXPRESS"' Engineer and PE Engineer PE #0046549 FLCA #9885 Appear Above DIGITAL SEAL NOTICE: IF THIS DOCUMENT 15 DIGITALLY SIGNED, THIS SHEET 15 PART OF A DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BE VERIFIED BY ELECTRONIC MEANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED, VISIT LCAJCJQ10S FOR MORE INFORMATION PRINTED D29LMEW Ng-Kk- IF THIS DOCUMENT IS PRINTED & DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT 15 VOID & NOT VALID FOR USE PHOTOCOPIES ARE NOT PERMITTED FOR USE. Copyright ff) Engineering ExpressS All Rights Reserved The FBC 6" & r" Editions (2017 & 2020) define APPROVED SOURCE (Section 202) as: 'An independent person, firm or corporation, approved by the building official, who is competent one experienced in the application of engineering Principles ID materials, methods or systems analyzes.'Eingirimaring Expfiat;W, prafessionstir meet the competency requirements as defined in the FoC and can seal their vvork. Engineering ExpressiR, is regularly engaged in conducting and providing engineenrig evaluations of single4emerd and full-scale building systems tests, DAIZUKI MINI SPLIT SERIES DXTH-20 Engineering Expwess`�,,' I TER-20-26978 1 111 NOTE: ALL DIMENSIONS ARE ROI UP TO THE NEXT INCH TO PROVIDE MAXIMUM ALL UNIT DIMENSIONS, ALL UNIT` V&IGWM SHALL BE BETWEEN 50 lb AND 160 111 I;IrIIII:, its All MIL ul- WIDTH FRONT PLATE RIGHT PLATE ,2 /1 SCALE: NTS FRONT VIEW IJ-/ SCALE: NTS RMKTVICW NOTE: DEPiCTIONS ABOVE ARE FOR ILIUSTRATWE PURPOSES ONLY: ACTUAL UNITS MAY DIFFER IN APPEARANCE. 15 tt CORP. OFC: 160 SW 12711 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2 of 5 (954) 354-0660 1 (866) 396-9999 1 TE-AM@ENGINEER]NGEXPRESS.COM I ENGINEERINGEXPRESS.COM Copyright 0 Engineering Express(k, All Rights Reserved DAIZUKI MINI SPLIT SERIES DXTH-20 Engineering Expressl� I TER-20-26978 WIND PRESSURE 3000 psi MIN. LATERAL {UPLIFT) CONCRETE llg"MIN. THICK ASTM A36 OR STRONGER STEEL 118" MIN' THICK =46 ALUMINUM �f4g S�f A B -B i so Psf LqjPsQ_ N/A 8 1100 Psf (79 I)sf) N/A 0 .8'. B 1120 psf B B WIND PRESSURE NUMBER MIN. WLL LATERAL (UPLIFT) OF STRAPS PER STRAP (lb) A_Vksf L48jrf Q N/A A_RpLf J64 S A 8 AIMRsf L79 RSf A 1120 f 95 A B NOTES. 1, TIE-00I STRAPS ARE REWREO FOR ROOFTOP APPLICATIONS 2 WDRIONG LOAD LIMIT (101ILL) IS PER STRAPS MMUFACTURER, SPECIFIED PER STRAP, STRAP LENGTH SHALL BE VERIFIED ON SITE FOR ALL UNITS, IF STRAP IS RATED TO A CAPACITY OR BREAKING STRENGTH INSTEAD OF )AUL, THE CAPACITY/aRFAANO STRENGTH SMALL BE DIVIDED BY 3 TO OBTAIN A ALL THAT COMPLIES WTH THE SCHEDULE ABOVE, 3. STRAP MATERIAL $"I BE HGH-STRB14TH )AEB&NG AM SKALL BE COMPI FOR EXTERIOR OWE USE IF THEY CONTAIN PLASTIC COMPONENTS, PER FOC CHAPTER 20, A. TIE-00I STRAPS SMALL BE VA RAPPED AROUND UNIT AND ROOF STAND RAIL, AND SI-ALL, BE TIGHTENED TO 50 tr, UNIT INTEGRATED FOOT UNIT INTEGRATED FOOT $HALL W_ IA GA WN,ASTM A6WGALV STEEL OR SIROI FASTEN UNIT TO HOST STRUCTURE USING ANCHOR FROM ANCHOR SCHEDULE TO HOST STRUCTURE TABLE, (FIGURE FOR ILLUSTRATION PURPOSES) I 1 11 Il •III, 111 ♦11-111 1: I III I will,ii IN ROOF STAND PAIL, TTP- S-MAPI SEE TIE -DOWN f STRAP SCHEDULE--UNTV I TED ROOF STAND — INTEGRATED FOOT, TYPI RAII TYP. R P At UNIT UtltC il TI ------- SEE ANCHOR SCHEDULE TO MOST UNIT SEE ANCHOR TIE -DOWN STRAP INTEGRATED SCHEDULE STRUCTURE SCHEDULE FOOT, TYP' TO HOST STRUCTUI TYP. UNIT TIE -DOWN TO ROOF UNIT TIE -DOWN TO ROOF STAND? AND (PARALLEL) STAND (PERPENDICULAR) SCALE: _KM PLAN VIEW ",:� ,7 _SCALENM PLAN VIEW TIE-00I STRAP '0y ---- ----- ALUMINUM OR ,_._...,its STEEL MEMBER MINA —THICK (2)#14SLAB ATEACH STRAP END 70 VERTICAL FACE OF ALUMINUM OR STEEL MEMBER (2) 914 SVWI AT EAC�K ST RAP END TO ALUMINUM OR HORIZONTAL FACE OF I V, TIE -DOWN STRAP STEEL MEMBER ATTACHMENT TO HOST SCALE: NTS SECTION VIEW CORP, OFC: 160 SW 12111 AVENUE SUITE 106, DEERFIELD BEACH, R.ORIDA 33442 Page 3 of 5 (954) 354-0660 1 (866) 396-9999 1 TEAM cot ENGINEERINGExprEss.com I ENGINEERINGExPRESS.COM Copyright Lb) Engineering ExpreseR All Rights Reserved DAIZUKI MINI SPLIT SERIES DXTH-20 Engineering Ex ress! I TER-20-26978 WIND PRES%SU MOMEN 5SX9 fk- MODEL It PANEL INTEGRITY TOP COVER go psf (64 psf) FRONT PLATE MODEL # ADDITIONAL SCREW LOCATIONS SEE PANEL INTEGRITY NOTES, 5 SUMMARY BASED ON LARGEST UNIT MODEL AS THE WORSTCASE SCENARIO, SEE *MODELS, DIMENStONS & VVEIG"i TAME ON PAGE 2 FOR ALL APPROVED Ill MODELS. CALCIAATION$ WERE PERFORMED ACCORO1NG TO THE INFORMATION PROVOW BY THE CLIENT AND MANUFACTURER-USTED SPF-C4FI4:AT40?,13, WERE CtL�F&T��Immp*--Cv- WIlT 'PAIMLS I'�-,�14EEJE*7-A--TlAlnr,414Als#7--,.�x REWAMEN SKA-m- TE 0i S�E tR-2AR STRONGER SMS AND $HALL RE INSTALLED AS FOLLOWS: FRONT PLATE; ATTACH SCREW AT BOTTOM, JOINING PANEL To WE PAN. PROVIDE 3' hi SPACING, FROM NEIGHBORINO SCREM, RIGHT PLATE� DISTRIBUTE SCREW AMOUNTS EQUALLY BETWEEN Two SHXS� - FOR SIDE WITH tn%STY=NTROL KWOCKOUTS, SOPIM SKIi BE LOCATED EffHER ALONO THE SOTTOM TO JON PANEL TO BASE FAM OR ALONG THE TOP TO JON PANEL TO TOP COVER. PROVIDE 3MIN. SPAC4140 FROM NEIGHBORING SCREM, SEE DETAIL ON 7)!* PAGE, - FOR PERPENDICULAR SIDE. SCREWS $HALL BE LOCATeD ALONG SM FLAWf CIRCLED IN DETAIL 19 ON THIS PAGE E)VRE55 A;S TO TRE Ill; MQRIT VVF T nt 1111 51 Klill To CARRY DESIGN FORCE I-Ol INCURRED BY THIS-UVIT. CDPP� OFF: 160 IN 121" AVFNUF SUITE 106, DFF�Ppiill BEACH, FLORIDA 33442 Page 4 of 5 (954) 354-0660 1 (866) 396-9999 1 Tr-AM@ENGmEERmGExpREss,com I ENGINEERINGExPRESS.COM Copyn;l 0 Erqnoering ExprowS All Rights Reserved DAIZUKI MINI SPUT SERIES DXTH-20 Engineering Express' I TER-20-26978 - - -------- - Wiffig. R QMLWnt diameter, IPE' for 'Professional Engineer, 'psf' for "pounds per toot squared Qtirtr)-, for *Structural Engineering Certification Board", 'SMS' for *shW metal screwe, 'SS" for 'stainless steel', -rER" for 'Technical Evaluation Report-, -U.N.O.- for -uniess noted oilwmsel, w/o" for without", Ir for 'number, and '0" for 'diameter, For additional abbreviabontterminotogy clarifications, please contact this office. conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site-specifitc basis by a iz-*ffwri�f fit &.4Ast Nry Y" 0 Ws 11*4montAvllestment factitirs ivjut, herein and the applicable building codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements under any circumstances. �777 FIX,#7717,77 . I I I'll "I - I "" T--Tf 7ff17W17OrAjTWxq as stated in the calculations as required by the FBC, Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand named storm; all festerters and cabinet components components shall be replaced to ensure structural integrity against hurricane wind forces. Contact this office for any reevaluation needs as designated by the Authority Having Jurisdiction. -�IinitialMalaIirsks,ue M ilm_ P,Rtn Ch�eWckNed j'2D a7 1le2 0f' Cc)Rp, OFc, 160 SW 121"AvFNUE SUITE 106, DEERFIELD EACH, FLORIDA 33442 Page 5 of 5 (954) 354-0660 1 (866) 396-9999 1 TEAM( ENGINEtRJN EXPRES .CO I ENGINEERINGExPRESS.COM Copyrigbt C, Engineering Express* All Rights Reservee Chi include: I LV J This Checklist r--X The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. ISZThe compliance report must include the full input report generated by the software as comigous part of the compliance report. I Boxes appropriately checked in the Mandatory Section of the complaince report. EnergyGauge Surnmit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1 -. ASHRAE Energy Cost Budget Option 7/16/2022 Page 1 of 25 Short Dese: DAYCARE Description: DAYCARE Owner: Addressl: 6145 ABBOTT STATION DR City: ZEPIfYRMLLS Address2: State: FLORIDA Zip: 33542 Type: School/University Class: New Finished building Jurisdiction: ZEP14YRFULLS, PASCO COUNTY, FL (611600) Conditioned Area: 500 SF Conditioned & UnConditioned Area: 500 SF No of Stories: I Area entered from Plans 0 SF Permit No: 0 Max Tonnage 1.5 If different, write in: EnergyGauge Summit® Fla/Corr-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 2 of 25 5�-, I j 11 Component Design Criteria Result Gross Energy Cost (in $) 304.0 539.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA IMPORTART ITIESSAGE Info 5009 An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1 -. ASHRAE Energy Cost Budget Option 7/16/2022 Page 3 of 25 * , I I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepare(] liv: Alejandro F. Pino Building Date: 08/03/2022 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Signature--,- gnature Lighting Designer: A. Pino Reg No: _Lic,_# 59459 Si -nature 10 see Plumbing Reg No: Signature______ Signature is required where Florida Law requires design to be performed by registered design professionals Ene,gyGaugoSummit0F|a/Cnm-202U. Effective Date: Dec 31.202U Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy CostBudget Option 7/16/2022 Page 4"fz5 Project: DAYCARE Title: DAYCARE Type: School/University (WEA File: FL TAMPA Total 19.10 33.90 $304 $539 ELECTRICITY(MBtu/kWh/ 19.10 33.90 $) 5598 9936 $304 $539 AREA LIGHTS 1.30 4.80 367 1409 $20 $76 MISC EQUIPIVIT 5.00 5.00 1465 1465 $80 $79 PUMPS & MISC 0.10 0.10 16 19 $1 $1 SPACE COOL 7.70 11.40 2264 3353 $123 $182 "Mm Credits Applied: None Passing Criteria = 539 Design (including any credits) = 304 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 56.4% 0.80 1.20 242 351 $13 $19 4.20 11.40 1244 3339 $68 $181 PASSES EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 5 of 25 Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft} None Project: DAYCARE Title: DAYCARE Type: School/University (WEA File: FL TAMPA INTERNATIONAL AP.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compliance ID (sq.ft) CP CP Pr0ZolSpI 14 Classroom/Lecture Hall 500 1 1 PASSES PASSES Project: DAYCARE Title: DAYCARE Type: School/University (WEA File: FL_TAMPA_INTERNATIONAL_AP.tm3) System Report Compliance PrOSyl MAHU-1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Conditioners Air 18000 19.00 13.00 8.00 PASSES Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 19000 9.50 8.20 PASSES (Heating Mode) Split System < 65000 Btu/h Cooling Capacity Air Handling System Air Handler (Supply) - 437 0.43 0.82 Not Required -Supply Constant Volume ASSES EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation'C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 6 of 25 Description Plant Compliance Installed Size Design Min Design Min Category No Eff Eff IPLV IPLV None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss Hance None Piping System Compliance Comp ►lance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compl- [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] iance [17] SF.Fj None EnergyGauge Summit@) Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 7 of 25 Mandatory Requirements (as applicable) Requirements compiled by US Department of Energy Topic Section 2, Insulation 5.8.1.2 Insulation 5.8.1.2 Insulation 5.5.15 Insulation 6.4.4.1.5 SYSTEM —SPECIFIC 6.5.1, 6.5.1.1, 6.5.1.3, 6.5.1.4 and Pacific Northwest National Laboratory. Adopted for FBC with permission. Not all may be applicable Component Description Yes N/A Exempt Envelope Envelope Envelope Envelope Mechanical SYSTEM —SPECIFIC 6.5.1, 6.5.1,2, Mechanical 6.5,1.2.1, 6.5.1.3 SYSTEM —SPECIFIC 6.5.1.5 Mechanical SYSTEM —SPECIFIC 6.5.2.2.1 Mechanical SYSTEM —SPECIFIC 6.5.2.2.3 Mechanical SYSTEM —SPECIFIC 6.5.1.6 Mechanical SYSTEM —SPECIFIC 6.5.3.1.1 Mechanical SYSTEM —SPECIFIC 6.5.3.1.2 Mechanical HVAC 6.5.6.1 Mechanical SYSTEM —SPECIFIC 7.4.2 Mechanical SYSTEM —SPECIFIC 7.5.2 Mechanical Insulation 5.8.1.2 Envelope Insulation 5.8.1.2 Envelope Controls 10.4.3 Mechanical SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7a Mechanical SYSTEM —SPECIFIC 6.4.1.1, 6.8,1-7b Mechanical Below -grade wall insulation installed per manufacturer's instructions. Slab edge insulation installed per manufacturer's instructions. Slab edge insulation depth/length. Bottom surface of floor structures incorporating radiant heating insulated to R-3.5. Air economizers provided where required (and not exempted), meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. Capable if providing 100% of the expected system cooling load when outdoor air — 50F. Economizer operation will not increase heating energy use during normal operation. Three -pipe hydronic systems using a common return for hot and chilled water are not used. Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 IF dewpoint if an economizer is required. HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate no or fan system bhp. HVAC fan motors not larger than the first available motor size greater than the bhp. Exhaust air energy recovery on systems meeting Tables 6.5.6.1-1, and 6.5.6.1-2. Service water heating equipment meets efficiency requirements. Service water heating equipment used for space heating complies with the service water heating equipment requirements. Above -grade wall insulation installed per manufacturer's instructions. Floor insulation installed per manufacturer's instructions. Elevators are designed with the proper lighting, ventilation power, and standby mode. Heat Rejection Equipment: Minimum Efficiency Requirement 40.2 gpm/hp . Heat Rejection Equipment: Minimum Efficiency Requirement 20.0 gpm/hp. A-201107 EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1 -, ASHRAE Energy Cost Budget Option 7/16/2022 Page 8 of 25 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7c Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7d Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6.5.5,3 Mechanical Centrifugal fan open -circuit cooling towers having combined rated capacity >= 1100 gpm meets minimum efficiency requirement: 38.2 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7e Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6.4.1.1, 6,8 1-7f Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6.4.1.1, 6&1-7g Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6.4.1.1, 6&1-71i Mechanical Heat Rejection Equipment: Minimum Efficiency SYSTEM —SPECIFIC 6,41.1, 6.8.1-7i Mechanical Heat Rejection Equipment: Minimum Efficiency 1:1 EJ 1:1 SYSTEM —SPECIFIC 7.5.3 Mechanical Gas -fired water -heating equipment installed in new buildings: where a singular piece of the entire building, thermal efficiency must be 90 Et. Where multiple pieces of water -heating equipment serve the building with combined rating is — 1,000 kBtu/h, the combined input -capacity -weighted -average thermal efficiency , thermal efficiency must be — 90 Et. Exclude input rating of equipment in individual dwelling units and equipment — 100 kBtu/h. SYSTEM —SPECIFIC 6.5.3,2.4 Mechanical Return and relief fans used to meet Section 6.5.1.1.5 have relief air rate controlled to maintain building pressure through differential supply -return airflow tracking. Systems with supply fans allowed to control the relief system based on oudoor air damper position. Fans have variable speed control or other devices for managing total return/relief fan system demand per section threshold. HVAC 6.5.2.6 Mechanical Units that provide ventilation air to multiple zones 1-1 El r_1 L_J and operate in conjunction with zone heating and cooling systems are prevented from using heating or heat recovery to warm supply air above 60'F when representative building loads or outdoor air temperature indicate that most zones demand cooling. HVAC 6.5,4.7 Mechanical Chilled -water cooling coils provide a 15'F or higher temperature difference between leaving and entering water temperatures and a minimum of 57'F leaving water temperature at design conditions EnargyGaugoGummit(0F|a/Com-2O2O,Effective Date: Dec 31.2O2O Florida Building Code, Seventh Edition (2U2O) - Energy Conservation C40121: AGHRAEEnergy Cost Budget Option 7/16/2022 Page 9vf25 SYSTEM SPECIFIC 6.5.3.4 Mechanical SYSTEM —SPECIFIC 6.5.3.7 Mechanical HVAC 6.8.1-15, 6.8.1-16 Mechanical Plan Review Plan Review Plan Review Plan Review Plan Review 4.2.2, 5.4.3.1.1, 5.7 Envelope 4.2.2, 6.4.4.2.1, Mechanical 6.7.2 4.2.2, 7.7.1, 10.4.2 Mechanical 4.2.2, 8.4.1,1, Project 8.4.1.2, 8.7 4.2.2, 9.4.3, 9.7 Interior Lighting Parallel -flow fan -powered VAV air terminals have automatic controls to a) turn off the terminal fan except when space heating is required or if required for ventilation; b) turn on the terminal fan as the first stage of heating before the heating coil is activated; and c) during heating for warmup or setback temperature control, either operate the terminal fan and heating coil without primary air or reverse the terminal damper logic and provide heating from the central air handler through primary air. Required minimum outdoor air rate is the larger of minimum outdoor air rate or minimum exhaust air rate required by Standard 62.1, Standard 170, or applicable codes or accreditation standards. Outdoor air ventilation systems shall comply with one of the following: a) design minimum system outdoor air provided < 135% of the required minimum outdoor air rate, b) dampers, ductwork, and controls allow the system to supply <= the required minimum outdoor air rate with a single set -point adjustment., or c) system includes exhaust air energy recovery complying with Section 6.5.6.1. Electrically operated DX -DOHS units meet requirements per Tables 6.8.1-15 or 6.8.1-16. Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. ©' NI M'; ■'; 0 *no" VIE—;—0' EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 10 of 25 i Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has —0.3% water absorption rate per ASTM C272. Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are > 7 ft apart (>= 16 ft apart for adjoinging floor area — 40000 sq.ft.). Vestibule floor area < 7 50 sq.ft. or 2 percent of the adjoining conditioned floor area. Plan Review 5.5.4.2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, convention exhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is >= half the floor area and (a) the skylight area to daylight zone is >= 3 percent with a skylight VT — 0.40 or (b) the minimum skylight effective aperture >= 1 percent. The skylights have a measured haze value > 90 percent. Plan Review 5.5.4.2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, convention exhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is >= half the floor area and (a) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40 or (b) the minimum skylight effective aperture — 1 percent. The skylights have a measured haze value > 90 percent. EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 11 of 25 Plan Review 5,5A.2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces EJ EJ L1 directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, convention exhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is — half the floor area and (a) the skylight area to daylight zone is — 3 percent with a skylight VT — 0.40 or (b) the minimum skylight effective aperture >= 1 percent. The skylights have a measured haze value > 90 Plan Review 5.5.4,2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, convention exhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is — half the floor area and (a) the skylight area to daylight zone is — 3 percent with a skylight VT — 0.40 or (b) the minimum skylight effective aperture — 1 percent. The skylights have a measured haze value > 90 Plan Review 5.5.4.2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, convention exhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is — half the floor area and (a) the skylight area to daylight zone is — 3 percent with a skylight VT — 0.40 or (b) the minimum skylight effective aperture — 1 percent. The skylights have a measured haze value > 90 EnergyGaugeSummit0F|aKCom-O2O.Effective Date: Dec 31.2O2O Florida Building Code, Seventh Edition (2O2O) Energy Conservation C4O121:ASMRAEEnergy Cost Budget Option Plan Review 5.5.4.2.3 Envelope In buildings > 2,500 ft2, any enclosed spaces El 1:1 El directly under a roof with ceiling heights > 15 ft. and used as an office, lobby, atrium, concourse, corridor, storage (including nonrefrigerated warehouse), gymnasium, fitness/exercise area, playing area, gymnasium seating area, conventior,axhibit/event space, courtroom, automotive service, fire station engine room, manufacturing corridor/transition and bay areas, retail, library reading and stack areas, distribution/sorting area, transportation baggage and seating areas, or workshop, the following requirements apply: The daylight zone under skylights is — half the floor area and (a) the skylight area to daylight zone is — 3 percent with a skylight VT — 0.40 or (b) the minimum skylight effective aperture — I percent. The skylights have a measured haze value > 90 HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3.8 Mechanical Demand control ventilation provided for spaces density and served by systems with air side economizer, auto modulating outside air damper HVAC 6.4.4,1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5 HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent El 0 El reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. SYSTEM —SPECIFIC 6.5.3.1.3 Mechanical Fans have efficiency grade (FEG) >= 67, The 1:11:1 El total efficiency of the fan at the design point of operation <= 15% of maximum total efficiency of the fan. SYSTEM —SPECIFIC 6.5.3.6 Mechanical Motors for fans — 1/12 no and < 1 hp are electronically -commutated motors or have a minimum motor efficiency of 70%. These motors are also speed adjustable for either balancing or remote control, SYSTEM —SPECIFIC 6.4.3.10 Mechanical DDC system installed and capable of and 11 El configured to provide control logic including monitoring zone and system demand for fan pressure, pump pressure, heating, and cooling, transferring zone and system demand information from zones to air distribution system controllers and from air distribution systems to heating and cooling plant controllers; automatically detecting and alerting system operator when zones and systems excessively drive the reset logic; allow operator removal of zone(s) from the reset algorithm, AND capable of trending and graphically displaying input and output points. SYSTEM —SPECIFIC &5323 Mechanical Reset static pressure setpoint for DDC controlled 11 El VAV boxes reporting to central controller based on the zones requiring the most pressure. Controls provide: zone damper monitoring or indicator of static pressure need, autodetection, alarm, and operator override of zones excessively triggering reset logic. EnergyGaugoSummit@FlaXCom-202O.Effective Date: Dec 31.2O2O Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 13of25 SYSTEM —SPECIFIC 6.5,3.3 Mechanical Multiple zone VAV systems with DDC of El L1 0 individual zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC 6,5.35 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC 6.5.4.1 Mechanical System turndown requirement met through multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. has 3:1 turndown ratio, boiler input between 5.0 boiler input > 10.0 MBtu/h has 5:1 turndown ratio. HVAC 6.5.4.2 Mechanical HVAC pumping systems with >= 3 control values EI 1:1 El designed for variable fluid flow (see section SYSTEM —SPECIFIC 6.5.4.3, 6.5,4,3.1, Mechanical Fluid flow shutdown in pumping systems to 0 1:1 El 6.5.4.3.2 multiple chillers or boilers when systems are shut SYSTEM —SPECIFIC 6.5.4.4 Mechanical Temperature reset by representative building loads in pumping systems >1 0 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM —SPECIFIC 6.5,45.1 Mechanical Two -position automatic valve interlocked to shut El El 1:1 off water flow when hydronic heat pump with pumping system >1 0 hp is off. SYSTEM —SPECIFIC 6.5.4.5.2 Mechanical Hydronic heat pumps and water-cooled unitary 1-1 0 air conditioners with pump systems >5 hp have controls or devices to reduce pump motor SYSTEM —SPECIFIC 6.5.5,2.1 Mechanical Fan systems with motors or array of motors (inlcuding the motor service factor) with connected power totaling >=5 hp associated with heat rejection equipment to have controls and/or devises that result in fanmotor demand of <= 30% of design wattage at 50% of design airflow and automatically modulates fan speed to control the leaving fluid temperature or condensing temp/pressure of heat rejection SYSTEM —SPECIFIC 6.5,522 Mechanical Multicell heat rejection equipment with 1:1 El variable -speed fan drives installed that operate the maximum number of fans allowed that comply with manufacturers specs and control all fans to the same fan speed required for the instantaneous cooling duty. SYSTEM —SPECIFIC 6.5.7.1 Mechanical Conditioned supply air to space with mechanical El 1:1 EI exhaust — the greater of criteria of supply flow, required ventilation rate, exhaust flow minu the available transffer air (see section details). HVAC 6.5.7.2.1 Mechanical Kitchen hoods >5,000 cfm have make up air El 1:1 1:1 >=50% of exhaust air volume. SYSTEM —SPECIFIC &5.7.2.2 Mechanical Kitchen hoods with a total exhaust airflow rate >5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown SYSTEM —SPECIFIC &5.723 Mechanical Kitchen hoods with a total exhaust airflow rate El El EI >5000 cfm meet replacement air, ventilation system, or energy recovery requirements. HVAC 6.57.2 Mechanical Fume hoods exhaust systems >=5,000 cfm have 1-1 El VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5,8.1 Mechanical Unenclosed spaces that are heated use only El 1:1 El radiant heat. EnergyGaugeGummit0F|akCnm-202O.Effective Date: Dec 31.2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy CostBudget Option 7/162022 Page |4vf25 SYSTEM —SPECIFIC 7.5.1 Mechanical Combined space and water heating system not 0 0 El allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 k6tu/h. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where HVAC 6,4,3,3,2 Mechanical Setback controls allow automatic restart and El El 1:1 temporary operation as required for SYSTEM —SPECIFIC 6,4.3.33 Mechanical Systems with setback controls and DDC include 11 El 1:1 optimum start controls. Optimum start algorithm considers mass radiant slab floor temperature. SYSTEM —SPECIFIC 6.4.3.3.4 Mechanical Zone isolation devices and controls. Wattage 9A.2 Exterior Lighting Exterior lighting power is consistent with what is El 1:1 1:1 shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Controls 9.4.1.4d Exterior Lighting Outdoor parking area luminaires — 78W and - El El 1:1 24 ft height controlled to reduce wattage by 50% when area unoccupied over 15 minutes. Controlled power limited to — 1500W. Controls 9.4,1,2a Interior Lighting Parking garage lighting is equipped with automatic shutoff controls per Section 9.4. 1.1 (1). Controls 9A.1 2b Interior Lighting Parking garage luminarie power is automatically El El 1:1 no occupancy after 20 minutes. Controls 9.4.1.2c Interior Lighting Parking garage luminaries in or around covered El 1:1 1:1 entrances/exits between building and garage automatically reduced by — 50% from sunset to Controls 9A.1 2d Interior Lighting Parking garage: Power to luminaires — 20 ft of El 1:1 1:1 any perimeter wall that has a net opening -to -wall ratio >=40% and no exterior obstructions within 20 ft, is automatically reduced in response to daylight — 50%. Other Equipment 6.8.1-14 Mechanical Vapor compression based indoor pool dehumidifiers (single package (indoor air/water cooled or w/out air-cooled condenser) or split system indoor air-cooled) have a minimum 3.5 MIRE efficiency rating. Controls 6.4.3.3.5 Mechanical Hotels/motel w/ > 50 guest rooms have automatic controls for the HVAC equipment serving each room configured per Section 6.4.3.3.5 subsections 1-3. Insulation 5.8.1.7 Envelope Exterior insulation protected against damage, El El 1:1 sunlight, moisture, wind, landscaping and equipment maintenance activities. HVAC 6A.37 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. Air Leakage 5A.3.1 Envelope Continuous air barrier is wrapped, seated, caulked, gasketed, and/or taped in an approved manner, except in serniheated spaces in climate zones 1-6. Air Leakage 5A,32 Envelope Factory -built and site -assembled fenestration El El 1:1 and doors are labeled or certified as meeting air leakage requirements. Fenestration 5821, 58.2.3, Envelope Fenestration products rated (U-factor, SHGC, El 1:1 1:1 5.8.2.4, 5825 and VT) in accordance with NFRC or energy code defaults are used. EnergyGmugeGummit@F|aKCom-2U2O.Effective Date: Dec 31.2O2O Florida Building Code, Seventh Edition (2020) Energy Conservation C4U12.l:ASMRAEEnergy Cost Budget Option 7/16/2022 Page /5of25 Fenestration 5.8,22 Envelope Fenestration and door products are labeled, or a signed and dated certificate listing the U-factor, SHGC, VT, and air leakage rate has been provided by the manufacturer. SYSTEM —SPECIFIC 7.4,4.1 Mechanical Temperature controls installed on service water heating systems (1 20OF to maximum temperature for intended use). SYSTEM —SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically 0 El 1:1 switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage 1:1 water tanks. HVAC 6.4.1 4, 6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA 11 HVAC equipment labeled as meeting 90.1. SYSTEM —SPECIFIC 6.4.1,52 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. 1:1 El El labeled for replacement only. HVAC 6.4,3A.1 Mechanical Stair and elevator shaft vents have motorized E] 1:1 El dampers that automatically close. HVAC 6.4.3.4.2, 6.4.3,4,3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6A.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design effective 1/2016) and chilled -water and evaporative cooling fan motor hp — % designed to vary supply fan airflow, as a function of load and comply with operational requirements, HVAC 6.4.4.1 1 Mechanical Insulation exposed to weather protected from El 1:1 1:1 damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated per Table 6.8.2. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6,4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping E] 1:1 1:1 is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 5.4.4,21 Mechanical Ducts and plenums having pressure class ratings are Seal Class A construction. SYSTEM —SPECIFIC 6A.4,2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing, SYSTEM —SPECIFIC 6.5.2.1 Mechanical Zone controls can limit reheating, recooling, 1:1 El El simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6.4,3.11.1 Mechanical Electric motor driven chilled -water plants have measurement devices installed and measure the electricity use and efficiency SYSTEM —SPECIFIC 6,4,311.2 Mechanical Electricity use and efficiency are trended every 15 minutes and graphically displayed, including hourly, daily, monthly, and annual data. Data are preserved for 36 months or more. SYSTEM —SPECIFIC 6.5,2.2.2 Mechanical Two -pipe hydronic systems using a common 1-1 El 0 distribution system have controls to allow a deadband >= 15 IF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to 30 IF. EnargyGauge8ummit@Fla/Cnm-2O2O,Effective Date: Dec 31.2O2O Florida Building Code, Seventh Edition (2020) - Energy Conservation C401 2 1: ASHRAE Energy Cost BudgetOption 7//6/2022 Page l6of25 HVAC 6.5.2,41 Mechanical Humidifiers with airstream mounted preheating 1:1 0 0 jackets have preheat auto -shutoff value set to activate when humidification is not required. HVAC 6.524.2 Mechanical Humidification system dispersion tube hot surfaces in the airstreams of ducts or air -handling units insulated — R-0,5. HVAC 65.2.5 Mechanical Preheat coils controlled to stop heat output El 1:1 E] whenever mechanical cooling, including economizer operation, is active. SYSTEM —SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint —1.2 in. w.c. design SYSTEM —SPECIFIC 6.5.4.6 Mechanical Chilled -water and condenser water piping sized according to design flow rate and total annual hours of operation (Table 6.5.4.6). SYSTEM —SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat El 1:1 El water to 85 *F or provide 60% of peak heat rejection is installed for preheating of service hot HVAC 6.5.7.2.4 Mechanical Approved field test used to evaluate design air El 1:1 El flow rates and demonstrate proper capture and containment of kitchen exhaust systems. SYSTEM —SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: El 11 1:1 HVAC 6.4.3.9 Mechanical Heating for vestibules and air curtains with El 1:1 El integral heating include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint — 60F and Controls 6.5.10 Mechanical Doors separating conditioned space from the EI El 0 outdoors have controls that disable/reset heating and cooling system when open. Controls 9.4.1.1 except(g) Interior Lighting Automatic control requirements prescribed in 013 E] Table 9.6. 1, for the appropriate space type, are installed. Mandatory lighting controls (labeled as 'REQ') and optional choice controls (labeled as 'ADD1'and'ADD2') are implemented. Controls 9.4.1.1 except(g) Interior Lighting Independent lighting controls installed per E] 1:1 El approved lighting plans and all manual controls readily accessible and visible to occupants, Controls 9.4. 1. 1 f Interior Lighting Daylight areas under skylights and roof monitors El 1:1 El that have more than 150 W combined input power for general lighting are controlled by Controls 9.4.1.4 Exterior Lighting Automatic lighting controls for exterior lighting Controls 9.4.1.3 Interior Lighting Separate lighting control devices for specific El El El uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for El El 1:1 special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.4 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Insulation 424 Envelope Installed roof insulation type and R-value El E] E] consistent with insulation specifications reported in plans and COMcheck reports. For some ceiling systems, verification may need to occur during Framing Inspection. EnorgyGougeSummit@Fla/Com-2O20.Effective Date: Dec 31.2D20 Florida Building Code, Seventh Edition (2O2D) Energy Conservation C4U1�1:A8HRAEEnergy Cost Budget Option 7/102022 Page 17"f25 Insulation 5,8A,2, 5.8.1.3 Envelope Roof insulation installed per manufacturer's 00 0 instructions. Blown or poured loose -fill insulation is installed only where the ceiling slope is Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate has been provided listing R-value and other relevant data. Insulation 5.8.1,9 Envelope Building envelope insulation extends over the full El 11 El area of the component at the proposed rated R or U value, Insulation 5,8.1.4 Envelope Eaves are baffled to deflect air to above the 11 El El Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with 11 El the inside surface separating conditioned space from unconditional spare. Insulation 5.8.1.6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. Insulation 5.81.8 Envelope Insulation intended to meet the roof insulation El E] D requirements cannot be installed on top of a suspended ceiling, Mark this requirement compliant if insulation is installed accordingly. SYSTEM —SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by 1:1 0 a thermostat control. HVAC 6.4.31.2 Mechanical Thermostatic controls have a 5 'F deadband. HVAC 6A.3.2 Mechanical Temperature controls have setpoint overlap HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one 1:1 El automatic shutdown control. SYSTEM —SPECIFIC 6A,3.5 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not SYSTEM —SPECIFIC 6A.112 Mechanical Air economizer has a fault detection and 1:1 El diagnostics (FIDD) system (see details for configuration and operational requirements). HVAC 6,4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. SYSTEM —SPECIFIC 7A.4.3 Mechanical Public lavatory faucet water temperature SYSTEM —SPECIFIC 7.4A.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.45.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and 1-1 El pools heated to >90'F have a cover >=R-1 2. SYSTEM —SPECIFIC 7A5.3 Mechanical Time switches are installed on all pool heaters 1:1 El 1:1 and pumps. Wattage 9.223 Interior Lighting Interior installed lamp and fixture lighting power is 0 El El consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed wafts. EnorgyGaugeSummit@F|aKCom-202U.Effective Date: Dec 31.2U2O Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost BudgetOption 7Y16/2022 Page 0of25 p 9 S SYSTEM SPECIFIC 7.4.3 SYSTEM —SPECIFIC 7.4.3 SYSTEM —SPECIFIC 7.4.3 Wattage 9.4.4 Plan Review Plan Review Post Construction Post Construction Post Construction HVAC Post Construction Post Construction 6.7.2.4 6.7.2.4 6.7.2A 6.7.2.2 6.7.2.3 6.7.2.4 8.7.1 8.7.2 Mechanical All piping in recirculating system insulated Mechanical First 8 ft of outlet piping in nonrecirculating storage system, or branch piping connected to recirculated, heat traced, or impredance heated piping is insulated. Mechanical All heat traced or externally heated piping insulated Interior Lighting At least 75% of all permanently installed lighting fixtures in dwelling units have — 55 Im/W efficacy or a — 45 Im/W total luminaire efficacy. Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects > 50,000 ft2. Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects > 50,000 ft2. Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Mechanical Furnished 0&M manuals for HVAC systems within 90 days of system acceptance. Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 19 of 25 InputData Report P , 1 Project Name: DAYCARE Project Title: DAYCARE Address: 6145 ABBOTT STATION DR State: FLORIDA Zip: 33542 Owner: Building Type: School/University Building Classification: New Finished building No.of Stories: I G rossArea (SF): 500 Bldg. Rotation: None Zones No Acronym Description Type Area Multi Total Area lsfl isfl 1 PrOZoI Zone 1 CONDITIONED 500.0 1 500.0 Spaces No Acronym Description Type Depth Width Height Mult Total Total IN IN IN Area Vol(cf] In Zone: PrOZol I PrOZolSpl PrOZolSpl Classroom/Lecture Hall 25.00 20.00 MOO 1 500.0 5000.0 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: PrOZo1Sp1 I LED General Lighting 2 60 120 Manual On/Off 1 El EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 20 of 25 Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orient Cond- Heat Dens. R-Value [ft] IN plier [sl] ation uctance Capacity [lb/cl] (h.sf.FBtu] I- I, -ru, [Btu/sf.F] In Zone: Pr0ZOI 1 PrOZol Wal Steel siding, 4 in. 25.00 8.00 1 200.0 North 0.0641 1.037 16.81 15.6 ❑ insul, gyp West 2 PrOZo 1 Wa2 Steel siding, 4 in. 25.00 8.00 1 200.0 South 0.0641 1.037 16.81 15.6 insul, gyp East 3 PrOZoI WO Steel siding, 4 in. 20.00 8.00 1 160.0 North 0.0641 1.037 16.81 15.6 insul, gyp East 4 PrOZo1Wa4 Steel siding, 4 in. 20.00 8.00 1 I60.0 South 0.0641 1.037 16.81 15.6 insul, gyp West Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area [Btu/hr sfF] IN IN plier [sg In Zone: Pr0ZOI In Wall: Pr0ZolWaI 1 PrVolWalWll North West No 0.9000 0.50 0.40 2.00 2.00 2 8.0 In Wall: PrOZolWa2 PrOZolWa2Wil SouthEast No 0.9000 0.50 0.40 2.00 2.00 1 4.0 Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R A A plier [sf] [Btu/h.siF] [lb/cf] [Btu/sf. [h.sf.FB F] to] In Zone: Pr0ZOI In Wall: PrOZolWa3 I Pr0ZolWa3Dr1 Solid core flush No 3.00 6.70 1 20.1 0.3504 0.00 0.00 2.85 (2.25) EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 21 of 25 P F t � � l No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] IN plier lsf] [deg] [Btu/h.S£ [Btu/sllF] [Ib/ef] [h.sf.FBtu In Zone: PrOZol 1 PrOZ01 Rf1 Mtl Bldg Roof/R-19 27.80 40.00 1 1112.0 0.00 0.0492 1.34 9.49 20.3 Batt Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area [Btu/hr sf F[ N [ft] plier [S11 1Sq In Zone: In Roof: on No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] plier [sf] [Btu/h.s£F] [Btu/sf. F) [lb/cf] [h.siF/Btu] In Zone: PrOZol 1 PrOZoIFi1 I ft. soil, concrete 27.80 40.00 1 I112.0 0.2681 34.00 11333 3.73 floor, carpet and rubber pad EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 22 of 25 PrOSyl MAHU-1 Constant Volume Air Cooled No. Of Units Split System < 65000 Btu/hr 1 Component Capacity EMciencv IPLV —Categorv— I Cooling System 18000.00 19.00 8.00 ❑ 2 Heating System 19000.00 9.50 ❑ 3 Air Handling System -Supply 43T00 0.43 ID Equipment Category Size Inst.NoEff. IPLV W-Heater Description Capacity Cap.11nit I/P Rt. Efficiency Loss 0 Description AHH=F Category No, of Watts per Lumin- Lumin- Area/Len/.No Control Wattage IsUft/Nol Type [w] 70 EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 23 of 25 No Type Operating Insulation Temp Conductivity [F] [ Btu-in/h.sf.F] Nomonal pipe Insulation Is Diameter Thickness Runout? [in] [in] Name Glass Type No. of Glass SHGC VLT Conductance Panes [Btulhsf.F] ASHULDb1TntMt User Defined 2 0.9000 0.5000 0.4000 I-Oth frm IU I T � , , i • 1' Only RValue Thick Cond- Density Sp. Heat Mat No Acronym Description R-Value [h.sf.F/Btu] IN uctivity [lb/efl [Btu/lb.FI tised [Btu/h.ft.Fl 187 Mat1187 GYP OR PLAS BOARD, I/21N No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 279 Mat1279 Solid core flush (2.25") Yes 2.8537 ❑ 94 Mat194 BUILT-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 21 Matl21 4 in. Insulation No 13.3200 0.3330 0.0250 5.70 0.2000 ❑ 9 Mat19 Air space resistance Yes 0.9100 ❑ EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 24 of 25 x Constructs Use Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct [Btu/hs£F] [Btu/s£F] [lb/ef] [hsf.F/Btu] 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.000 ❑ 2 23 6 in. Insulation 0.5000 0.000 ❑ Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct [Btu/hsf.F] [Btu/sf.F] [Ib/cf) [hsf.F/Btu] 1057 1 ft. soil, concrete floor, carpet and No No 0.27 34.00 113.33 3.7 rubber pad Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft I.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct [Btu/hsf.F] [Btulsf.F] [Ib/cf] [hsf.F/Btu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 Layer Material Material Thickness Framing No. [ft] Factor 1 ?79 Solid cnre. filnsh (? ?5") 0.000 ❑ No Name Construct Construct [Btu/hsf.F] [Btu/s£F) [Ib/ef] [hsf.F/Btu] 1060 Steel siding, 4 in. insul, gyp No No 0.06 1.04 16.81 15.6 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 4 Steel siding 0.0050 0.000 ❑ 2 21 4 in. Insulation 0.3330 0.000 ❑ 3 9 Air space resistance 0.000 ❑ 4 187 GYP OR PLAS BOARD,1/21NT 0.0417 0.000 ❑ 5 9 Air space resistance 0.000 ❑ EnergyGauge Summit@ Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C401.2.1: ASHRAE Energy Cost Budget Option 7/16/2022 Page 25 of 25