The URL can be used to link to this page

Home My WebLink About17-18480 i . CITY OF ZEPHYRHILLS � - 5335-8TH STREET � - (8i3)78o-oozo 18480 � BUILDING PERMIT � � -" PERMIT INFORMATION � -- LOCATION INFORMATION • Permit Number: 18480 Address: 4035 CORREIA DR Permit Type: COMMERCIAL ZEPHYRHILLS, FL. � Class of Work: NEW CONST/COMM Township: Range: Book: � Proposed Use: NOT APPLICABLE Lot(s): Block: Section: � Square Feet: Subdivision: CITY OF ZEPHYRHILLS ; Est. Value: Parcel Number: 19-26-22-0010-00000-0050 ' Improv. Cost: 1,073,550.00 OWNER INFORMATION Date Issued: 5/24/2017 Name: SUNRISE PROPERTIES OF ZEPHYRHILL Total Fees: 39,882.31 Address: 6520 FORT KING RD Amount Paid: 27,705.31 ZEPHYRHILLS, FL. 33542 Date Paid: 5/24/2017 Phone: Work Desc: CONSTRUCT METAL BUILDING BUILDOUT 19,800 SQ FT CONTRACTOR S � � � APPLICATION FEES RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 3,825.91 , MARTIN ELECTRIC - ELECTRICAL FEE 637.65 � DOLPHIN PLUMBING CONTRACTORS IN LUMBING FEE 425.10 i BAHR'S PROPANE GAS &A/C, INC. �IIECHANICAL FEE 297.57 � '�� SEWER CONNECTION COMMERCIAL 6,229.34 ,11� WATER CONNECTION COMMERCIAL 1,986.57 ' (�� (��1 WATER METER 2 1,733.95 � �� FIRE PLAN REVIEW FEES 1,483.20 h1 POLICE IMPACT FEE 3,227.40 ' !vo `� FIRE IMPACT FEE 3,465.00 ��" � PUBLIC SAFETY 5% 334.62 TRAFFIC IMPACT FEE 99% 16,073.64 � ` Ins ections Re uired FOOTER 2 D ROUG PL MB M C INSU TION CE ING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. � 1ST ROUGH PLUMB PRE-METER INSULATION 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 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 such subsequent reinspection. ' NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 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." � Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � I NO OCCUPANCY BEFORE C.O. � i � CTOR SIGNATURE PERMIT OFFI R � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION , CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED , , PROTECT CARD FROM WEATHER � - i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 � Building Department i Date Received �Z 7/ � �(� �]Q� _ �� Phone Contact for Permitting i v � Owner's Name S�f ISe �rD�er-heS dF`�x�r{'1��Ls��G, Owner Phone Number ' Owner's Address �2o For+ K.�nS Rd.� �h�-4-a f�� 335�(z Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS �EU35 Co''�'e��s. Dr. LOT# � SUBDIVISION � ��0'Ce' ��r PARCEL ID# �a�� -ZZ-0010-pC�Oc�-OOSU (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR e ADD/ALT � SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM � OTHER I TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL � DESCRIPTION OF WORK New (v��-a..l (3u:��dcn5 Iajli�Ic�bw{- BUILDING SIZE SQ FOOTAGE �� HEIGHT �� Or I�5S �BUILDING $ VALUATION OF TOTAL CONSTRUCTION q3 a. C�Z�j '" �ELECTRICAL $ �I�' S�_, AMP SERVICE � PROGRESS ENERGY � W.R.E.C. �PLUMBING $ ��(�p � �� MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION � J��(1C� — OGAS � ROOFING � SPECIALTY � OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO � BUILDER �fY1C,�n (�'1r�S�rl.�(Z6r�O� F(arida � �'�c. , COMPANY SIGNATURE REGISTERED Y N FEE CURRE� Y N Address ��3 5R �'{� �. h 1-l�i�lls� ,�2 3'v5�(I � License# ��C- 15�`��2- �� ELECTRICIAN � COMPANY M��`� t�eck�icr �'�C]� 3 J�y SIGNATURE ' REGISTERED N FEE CURRE� N �w�7�� d2i�� Address p I�J�x�k3`1, �ic�c C( F�. 3'�'�� License# �1.� ✓V�`� c3 �� PLUMBER , � COMPANY �(ph'n Pl`"`-mbir� J SIGNATURE REGISTERED / N FEE CURRE� Y N � Address � �05� 3�-.3�� p`� 11'i�l� F"c.. 3�6�1 License# �`�- ��Z�j 2-O�( MECHANICAL �; /��j� ��///,y��/�� COMPANY l"-�`�'if5 A(�' { SIGNATURE `'°'��'" ' ��i��`�-�W/�`�-/i�� REGISTERED N FEE CURRE� Y/N Address 4�U� ��' ��•i �<<<5� � 33�E1 L.icense# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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 onsiYe,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities�1 dumpster;Site Work Permit for subdivisions/large projects rc�1YI�I�Rr�pi___Attach;2)cemplete sets of B�ildir.g Plans Flus s L:fe Safaty Paya;(4)set cf Er�ergy Fcrms.-R-J:4'�'��mit-for-nevrccrs�ructio�.- - ' - -- 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 all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "'"PROPERTY SURVEY required for all NEW construction. �I�i�1�t_1 • Directions. Fill out application completely. Owner&Contractor 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,:AttQtney.(fnr..the-owner).wo�fd:be�sdmeone with notarized letter from.owner authorizing;same . ^ OVER THE COUNTER PERMITTING" '� (copy of cont�act required��':';`;: �;? ' ' • - ' � Reroofs if shingles Sewers $ervice Upg�ades A/C Eences�.(Plo�t/Survey/Footage) � y,;, -� - ';_ :, , _ , , ,. • i Driveways-Not over Counter if on public roadways:'needs ROW-''•-'�;,' `; ' , , � � � . ` v� . .. � � r"'".Yl . �y�w �K: �.-.� ._ _. .i �y . , 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 pe�mit 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"owne�" 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"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. 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 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. FLORIDA JURAT(F.S.11 . OYVNER 9R AGEl�._ CONTRACTOR Subscribed and s or af r�r�e b fore me this Sybscribed and swor firmed)before me this �fLZ-f"l by�JlmfY� V�c.sv �t z�-t� by �/'t�'`m�1r�/��c(o�C`:^� Who is/are personallv kno o me or has/have produced Who islare g�onallv known t e or has/have oroduced Ias identification. as identification. �� Notary Public �G� ' - � Notary Public Commiss Commission No. �.t�i�a�s.,� ANNA MARIE LYNCtI TERRY � �o Name of- at, t pri �iec6tate oi Florida Name of t' f ;fint� �fy��ece•State ot Florin,: � ••, Commisston�Ff 958064 .•; Commission M FF 95806a �%�+��F`�,.�°;� My Comm.Expires Apr 4,2p2p %"�� P;; My Comm. Expires Apr 4 2�,7, � ��1!�� Bond�d throuqh:National Notary Assn. ,,oF��,.• �n�u�� Bonded through Nationai ry�•a'� �' l i I , 813,780-0020 City of Zephyrh(Ils Permit Applicaiion Fax-8�3-780-0021 Bullding Departmonl � p�to Receivod r 2�/ }�,� �8� • y-r-i-�-Y-i PhonoContaetlorPormftttnq �J U VQf Z!S J�,�pr i6e � c � Owncr's Namc ��lcs oC?�(�*�rfl��ll'a��y��, ._,__�; OwnorPhonoNumbor � Ownor'eAddross �20 �r+�{.�/tr. �.c{.��1tiJfi(ls�F(, 3�yZ �'�"'� I Owncr Phone Numbcr � , Fon&Implu Titteholdar Nama �`�'"�'"� OwnarphoneNumbor � I , Fea Slmple Tllloholdap Address "'�'� � �oenportEss �4U35 Correiri.Dr. � � • � � LOT p S SUBDIVlSIDN �7f4`OG C�'kr I�1-2-(c -Z2-pOlO� PARCE1.IDk _ �cX�0.��005U � WORK PROPOSED � tO�iAiNED F7i0M PROpER7Y 7qX NOTIC[) NEWCON57R ADO'/A�T L] SIGN Q � DEMOLISFI INSTALL � �Ep��R PROPOSFO USE Q SFft Q COMM Q OTHEI2 TYPE OF COWS7RUCTION �] BLOCK [� FRAME �� STEEL � r'----------+ � DESCRIpT10N OF WORK N�w nM.+ai f3wid�ncJ v�1•�(� O�'�� j��. i --------- 6UILDING 3t2E SQ Fo07AGE I�i�00 HEIaNT v0�Or�e5S + BUIIDWG I ��3 D,CS� " VALUATiON OF TOTAL CONSTRUC710N � �FLECTRIC�L • 5`I�'S�,� AMP SERVICE n PROGRESS ENERGY , O w.R.�.c. QPLUM0ING 3 , _ Zb��6 � [�M6CHANICI�L S VALUATION OF MECNANICAI.INSTALLATION, Jr��Gr.�O � ' OGA9 Q 'ROOFING Q SpECIAL7y � OTHER FINISHED FLOOR El,[VATIONS � FLDOD 20NE AREq , QYES Np BUILDER � � I SIGNATU�tE � COMPANY ��'(�� n5;'f�{167�p�'�p�� RccisT[inen Y N FGE CU}iHE� Y N �ad�o88 �1i a�R �t, � ra��us,F 33541 ---� , licensa!1 �G G 1 S(�"l'1'i 2 ELECTRICIAN CQMPANY ��4i'� �-fCc�/iG S�GNATURE RL'W9TCREp N FEGCURR£� ry , Address p� �K�{3'1, Q�(e C�4 �, 3�j2(�• , � licenso M� PLUMBER COMPANY ��Ph'n p'�� SIGNl�TURE ' REOISiERED /N FEF CURRf:A ry = adaress R)f3ox 3'Z3S,�{x^'�nrj F4ill �, 3�(bll � ucon�olt GfL I�SZt3zo� MECHANICAL �y""��p � � I • SIGNATURE (/��►�+�. COMPAfVY C�S ��G' REGISTEitED N FEE C4IRREM1 �/pJ ' � � Address `�Y�lf f�l(�n Rd.��c rh'd�5� Fc.. 336�!( � Llconsc# �[S �{-� ,�f:.� O?NER ' 81GNA7UR6 COMpANY � _ aealsreRr_n Y/N r ec cur+rt�r, Y J N � • . Addross � t11111111 � 11111111111111111t0111 / 111l0111111t1tic11111l1lIIIft1111111 � RESIDENTIAI �ttach(Z)Plot Plans;(2)sots of Bullding plana;(1)aot of Enorpy Form�;R-0-W pprm4 for now construction, f Mlnimum fon(10)Krorkin�days oflor eubmittnl dMo. Requirod vnsito,Construqfon Plans,Slormwa(er Plana w/SUt Fence InalnUed, � CDMMFRCULL Atlneh{2)complele sel�ofpBu Iding Plans p us o Llfor5 fety Pnpo3(�)srtl f Enorgy Formo.R-O-W pU��t�or now consvucffon. i Minlmum fon(10)�+rorkiny days aRcr submittal dato.Rnqufred onafte,ConsMuctlon Plana,9lormwatcr Plans v�/5flt Fe�a Installod, � Satrilury Fadiitleu 6 1 dumpst�r.5ite Wark permit for fill new proJects.All commnrciat requlrematta must meet cnmp+fenco I StGN PERMIT Adacli(2)sets of Enginecred plens, ""PROPERTY SURVEY requirod tor all NEW consVUCtlan. Dlrccdons: i Fill out np�liwibn complotely, � Ownor 8 Contractnr sign back of appncatton.hotnrized j li over 52500,a Noticp o/Commencemoht is�aqulred. (q!C upgrades ovor 57500) � " Apont(/o�tho canlractor)or Power of,�AUornpy,(foa,the,awn�r)woWd.bo 5omeono wilh notnrized lotter trom ciyncr outlto�ri�Jnp ssmo � OV[R THE COUNT[R PERMITTiNG ° (<opy of conV'nct roqutrod) :-' r Rr.roofu If sliingies 5ewers Senrico Upphdes NC Fencas(PI�tlSurvoy/Footnpe) Drivowoys•Not ovor Counter H on public roadways,.nnr_da ROW ' 1 , .., w. , ..� ..� , �.. , , . � � i 1 I � � Ci�y of Zephy�hills . ; C�ffice o�f'the Czt�y 1Vlanage� � I ��IE��I�} " � Tar: Steve, Ryrnan Construction � F�am: Bill Burgess (Building 4fficial) ' Subjec�: �unrise Rigging Date: 04/13/17 , i i � The following numbers based on a 19,OOQ square feet pre-engineered manufacturing facility. These numbers may be rnore or less dependent on final submitted arad approved plans. Valuatian: $910,800 (based on$46.QQ dollars per square feet) Building Penmit Fees: $4,800,00 Fire Permit Fees: $1,300.00 Trans. Impact Fee: $16,236.00 �� Public Safety Fee: �7,028.00 Water/Sewer Fee: $5,000.00(based an estimate af 15 etnployees) �dditianal fee fc�r water rneter yet to be datermined. I � 1 � � i � � i � City of Zephyrhills � Water and Sewer Impact Fee Calculation Land Use Type: � Factory � (A) No Showers Provided No. of Employees per 8hr Shift 15 Impact Fees For Type A Within City Limits� Outside City Limits ; Water Distribution System $ 1,191.94 $ 1,489.93 Wastewater Collection System $ 2,395.80 $ 2,994.75 ; Wastewater Treatment Plant Capacity $ 1,341.80 $ 1,677.25 ' TOTAL $ 4,929.55 $ 6,161.93 I (B) Showers Provided No. of Employees per 8hr Shift 15 Impact Fees For Type B Within City Limits Outside City Limits Water Distribution System $ 1,986.57 $ 2,483.21 ' Wastewater Collection System $ 3,993.01 $ 4,991.25 Wastewater Treatment Plant Capacity $ 2,236.33 $ 2,795.42 TOTAL $ 8,215.91 $ 10,269.89 NOTE: Does not include industrial wastes. j � ; i i i i � � I � o�� .°--�. , _ �� . .�.,: . _ �� - �f'�.�...:.: ` {��' 3 ��`k ' =��_ _ _,. ; City of Zephyrhills BIJILDING PLAN REVIEW COMMENTS . i Cantractor/Horneowner: ,!� /�''t�t �c.5'�L�� Date Received: ��-7— � � Site: 7��9� C,-��rG'i�. .� Perrnit Type: /?/I ,�'. . rC,�'� c�-� � ,�� l�� •3'�L Approved w/na comments: Approved wlthe below comments: O I?enied withe below comments: O ; , ', This co e shee shal e kept with the permit and/or plans. �`�... ..�%l�-� � Kalvin Swit er— ans Exarniner Date Cantractor and/or Homeowner (Required when comments are present� , i � I , � I � i I z��s ��E ��n�� 38410 6th Ave Zephyrhills, FL 33542 i � FIRE �ERVICE USER FEES � Occupancy No.: �/�' n � Plan No.• Contractor: �c.,�(�yy��, �jl� Business Name: Billing Address: � Business Address: ('�� Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax Nb.: � Contact: ! Contact: i PLAN REVIEW FEES INSPECTION FEES PERNiIT FEE FALSE ALARIVI FEE � �Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C ' Mulu-Family/Commerctal .06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � �Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 ' 4th Re-Inspection $500 Fire Alarm � $50 5th Alarm� $150 SPRINKLER SYSTEMS (Business closed until , LP Gas $50 6th Alarm $200 � 0-25 Heads $50 violations corrected) i Natural Gas $50 NON COMPLIANCE $150 � 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Pe�tank $5p i ST/WDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 �Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 persystem Camp Fire $25 �Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALA►RNl SYSTEM Hood/Duct $50 . ' 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 annuai 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSIOtd SYSTEMS Recall Acceptance $50 Flammable Appltcation $50 Mnuai Wet $50 OTHER Waste Tire Storage $50 Mnual ��Y $50 Fire WalUSmoke Wall $15 perwan Generator<KW $1pp CO2 $50 LP Gas $25 per tank Generator>30 KW 150 Other $50 Natural Gas $25 persystem BiaHazard Waste $100 nnnuai KITCHEN EXIiAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10k10'or greater $15 per tent TorCh PoUApplied $50 . OTHER Fire Pump $45 Haz.Materials $100 Mnual � LP InstallaUon per tank $50 Fire SuppresSion $30 , Fuel Tank Installation $50 System Acceptance Per Tank � ( ) $50 Exhaust Hood/Duct $30 �Natural Gas Installation $50 Re-inspection DBL � (Per System) (other than annual) � �Spray Booth $50 �Inspection scheduled DBL � and qncelled less than 8 24 hours Construction Insp. N/C � Emergency Vehicle A� $50 FALSE ALARM PLANS TOTkL INSPECTION TOTAL PERMIT TOTAL TOTAL� � I GRAND TOTAL 3 .2;7 I Comments: �-yJ "�o�� Sy �� ,� p(o j fj/ 3 o2.a I Date: � "1 �7 Inspector: ��. ' 41n (� ' � i METAL BUILDING W/OFFICE SPACE BUILD OUT 19,800 SQ FT- RYMAN CONSTRUCTION-�p��n,.�p^�� o umn , SQ. FEET PRICE � MAIN OR LIVING: 19,800 $ 64.44 F2-VB OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - , � � VALUATION $ 1,073,550.00 FEE SHEET $ 2,834.00 � ADDRESS $ 40.00 � DRIVEWAY $ 40.00 � BUILDING: $ 3,825.91 i ELECTRICAL: $ 637.65 ; ' PLUMBING: $ 425.10 , MECHANICAL: $ 297.57 SUB-TOTAL $ 5,186.23 i TOTAL $ 5,186.23 SEWER: $ 6,229.34 WATER: $ 1,986.57 ' IRRIGATION: $ - TOTAL: $ 8,215.97 , WATER METER: $ 1,733.95 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 1,483.20 INSPECTION TOTAL: � PERMIT TOTAL TOTAL: $ 7,483.20 I PUBLIC SAFETY IMPACT FEES � � POLICE $ 3,227.40 � FIRE $ 3,465.00 i 5% $ 334.62 � TOTAL: $ 7,027.02 � ^^ �� SUB-TOTAL $ 23,646.31 ' PARK IMPACT FEES N/A i SIF'S: I 100.0% $ - ,.o�io $ - ��j 2�"� TOTAL: N/A J � T I F'S: $ 76,236.00 ; 99% $ 16,073.64 ��i� 1% $ 162.36 � r�j � �� , � � • TOTAL: $ 39,882.31 � - -`� ..�- . - � J �m�o: �'�-( ��'�- � 4035 Correia Dr I I o umn i SQ. FEET PRICE UNDER ROOF: 19,800 $ 64.44 F2 VB , I � - i I OTHER: - $ _ ; VALUATION $ 1,073,550.00 Total Valuation FEE SHEET $ 2,834.00 ADDRESS $ 60.00 DRIVEWAY $ 60.00 i BUILDING: $ 3,865.91 ' ELECTRICAL: $ 637.65 � PLUMBING: $ 425.10 i MECHANICAL: $ 297.57 ' SUB-TOTAL $ 5,226.23 � TOTAL $ 5,226.23 � SEWER: $ 6,229.34 I WATER: $ 1,986.57 , IRRIGATION: $ - i , TOTAL: $ 8,215.91 �I WATER METER: $ 1,733.95 2 inch I IRRIGATION METER $ - , FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL i TOTAL: $ - � PUBLIC SAFETY IMPACT FEES I POLICE $ 3,227.40 FIRE $ 3,465.00 � 5% $ 334.00 I TOTAL: $ 7,026.40 � I SUB-TOTAL $ 22,202.49 ; PARK IMPACT FEES I i SIF'S: 100.0% $ - 1.0% $ - , TOTAL: $ - T I F'S: $ 16,236.00 99% $ 16,073.64 � 1% $ 162.36 ; I TOTAL: $ 38,438.49 � _ j i ,��{. o -��;m�: � I ..�,,. .:�r:.��,' t � , �'1 - ' , � �� , ��.� ' � �� .� . 1r . ��4 r,c ,_ i ,� �"•�.+"`�� , 1 :z� _ : ._, -�-- - / '�,.�'.��, .' � City of Zephyrhills �� BUILDING PLAN REVIEW COMMENTS � � ! ; Contract r/Homeowner: /Z� �� C�� Date Rec ived: �- 2�� . , Site: " ?`Oc�� p�P�+G� �2 � " q; 9� Permit T e: � u� o� ,� l Approve w/no comments:❑ Approved w/the below comments: CY Denied w/the below comments: � i ! �L v�-1 c'C-'O �st f � 2..-+ K Lc'2 t�4�+s I � I I i I � � i -- ------ ----------- -- -- - ------- ----- --- ---------------- ------- --- ----- -----�---- I This co ent sheet shall be kept with the permit and/or plans. ! i -- �/ ,��-� Gene Bro n—Fire Safety Officer Date Contrac r an r Homeowner � (Required when comments are present) � � s: .��ii��i��y�«i��ii�i�i��ii��i`ii��iiii�i� � _ ` 2017079085 NOTICE OF'COMMENCEMENT Rap.1.:1865931 Rec: 10.,00 Pcnnit No. DS: 0.0@ IT: 0.00 0512412017 (�. F. , Opty Clerk Properiy Identification No. �y2s-2z�oio.00000-ooso _ ; ' � `I'HE UNDERSIGNED I�crcby�;ives notice that improvcments wiit be made to ccctain rcat property,.and in accordance with Sectipn , ; 71a.13 oPthc Flarida Statutcs,thc follawing informatian is pravided in the NOT[CE OF COMMENCEMENT. i I. Description of property(!¢ga!descrrption:) ��-�22-��aao� � a) Street Addsess' d035 Cottcia 0riwe,Zephythlls,F� , 2. Genera]deseription of improvements Naw Metat Buitdlnp OtttcehNerehause 3: C}wncr Informatian � a) Name 1lld adcll'CSs: Sunrise Propen�es or zephym�ns,i�.,6520 Fort Ning Rasd,zePny�nms,FL 93542 b) Namc and address of fee simple titleholder(if other d�an o�v��er) ` c) Interest in property �nar 4. Contractor Information � R man CansWciSon ot Florida,tnc.,3Cr413 SR 54,2e rh0ts,Pl 3354t ` S a} Narne and adciress: Y a�r b} Telephanc No,: 513-782-0825 Fax No.(Opt.) 813'768 67�3 , j 5. Surety Infonnation , ' a} Name and address: b) Amount of Bond: f �} Telephane No.: Fax No.{Opt.) __ { 6. Lender � � � a) Name and address: � 7. Identity of person witfiin the State of Florida designated by o�vner upon whom notices or other documents may be served; � a) Namc and address: � b) Teiephone-No.: Fax No.(Opt.}. 8. ]n addition to himself,o�vner designates tl�e following person to receive a copy of the Lienor's Notice as providcd in Section 713.13(1}{b),Ftorida Statutes: a} Name and address: b) Telephone No.: Fax Na.(Opt.? 9. Expiratia�t date oi'Notice af Commencernent(tl�e expiratian date is one ycar from the date crf recarding untess a different da[e is , speciticd): WARNING TCI O�VNER:ANX PAYMENTS MADE BY TIiE OS'VNER AFTER THE EXPII2ATION OF THE nOTICE OF � COMM�NCEA4ENT ARE CONSIDERED 1R�PRQPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION?13.13, �LQItIDA STATIJTES AND CAN RESIJLT IN YOUR PAY(NG TW10E�OR IPROVEMENTS TO YOUR PR4AERTY.;4 � NCfTICE OF COMMEIVCEMENT MUST BE RECORDED AND POSTED ON THE JOB S1TE BEFORE THE FIRST � INSPECTION.'1F YOl1 INTENQ TU 4BTAIN FINAnCI1�TG,COi�ISULT Y�UR LENDER QR AN ATT4Ri�TEY BE�ORE ' CtJMMENCING W012K OR REC{3l2DING YOU NOTICE OF ENCEMEN �. srn•rH or•�LaK�r�n ' '"� �"'"� `J"��' — CAUNTt'O�'PASCO 8i �ature OF Qt ner or O�vner's Awhorized pflicer/DireclodPartnedManager � �2.t"� ��Y��Vl�t Print T me �� Ttie foregoing instrament.was ackno�vledged 6eforc rne this �3 day of �� ,2U 1`�,by�t�t�l �ah�e�c.��.. as 8 F�i'ect (lype of aud�ority,c,g.oflicer,wstec,attomey in fact)far (name oCp�rty on behalfof�+�hom in:t a w�.a;�ecuted). I Pcrsonally Known ''/OR Produced ldenti�cation� Notary Signah�rc �'L--'� � Typc of ldentificstion Produced T3ame{print) ��,�,y,, ��r�-c��-�'� , VeriPtcatian pursuant to Section 92.525,Ftorida Statuies.Utidcr pcnattics of per,jury,I deciare that I liave reud t o��$g��a��StatE ot F�oriaa in it are irue to the bcst of my kno�vtcdge and betieC =� " Tammy Verdadero FURTlSTIK.nsd2W7 �� , '� M Commissi n F g SigtatnmoPNaturatAetsonSigningA6orr �Ojp EXf}(($S�2!}612Q1$ PAULR 5 0'NEI4�Ph.D.PASCO CL6RK & CqMPTROLLER 050R�BK i��m PG ��1 � � � � � '' ADDRESSING DEPARTMENT I � GIS /ADDRESSlNG � . "`� ' PASCO COUNTY GC3VT. CENTER � �` � 8731 CITIZENS DRIVE, SUITE 310 ! � '"�� ° RiEW PtJRT RICH�Y, F�.3�4654 � , ' �, • :�� Phone: (727)815-7154 � http://pascocou ntvfl.net/ April 26, 2017 , Welcame from the Pasco County Addressing Staff, � Please b� advised that the follawing 911 approved address has been assigned: , Parcel: 19 26 22 Ot110 00000 0850 i � Address NumberlRoadway Name: ��35 Carreia Drive E Zephyrhills, FL 33542 , **PLEASE NOTE: IF THIS ADDRESS IS FOR A CORNER LOT, OR IF THE SITE PLAN CHANGES AT A LATER DATE, THE ADDRESS 35 SUBJECT TQ CHANGE. IT IS YOUR RESPONSIBILITY TO PROVIDE ADDITIONAL COPIES OF T-HIS RECEIPT 1NHEN NECESSARY. If yau have any questions regarcling your address, please feel free to contact me at: (727) 815-7154. ' Sincerely, �a�c ?�/d:�i � Pam Walton ; AddressinglGlS Analyst � � . ; i � I 1 I � Jacqueline Boges � From: FATHOM <support@gwfathom.zendesk.com> � Sent: Friday, May 26, 2017 10:14 AM ' To: Jacqueline Boges Subject: [Request received]4035 Correia Dr I ##- Please type your reply above this line -## I Hello Jacqueline Boges, � We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep , you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://qwfathom.zendesk.com/hc/requests/141543 , I � ... ._ ; � � � )acqueline Boges ---,`-� May 26, 7•14 AM MST � New office building need a water /sewer and meter installations - - -- ----- — --- ----- ----- - — -------- ------ - ----._._..------------------------- -- -�-=_-- --� This email is a service from FATHOM. ! � I i I � i � I \ ' 1 � I i I Jacqueline Boges � i From: Kayla Hoppe(FATHOM)<support@gwfathom.zendesk.com> , Sent: Friday, May 26, 2017 1:15 PM i To: Jacqueline Boges � Subject: [FATHOM] Re: 4035 Correia Dr � i ##- Please type your reply above this line -�# Your request (#141543) has been updated. REPLY TO THIS EMAIL or click the link below: , https://gwfathom.zendesk.com/hc/requests/141543 i , Kayla Hoppe (FATHOM) ' �_._�_w �ay 26, 10 14 AM MST ; Account created for 4035 Correia Dr Zephyrhills FL Account # 0000925378-00261 231 9. Thank you. Best Regards, Kayla � FATHOM Support � r-_; - , ; Jacqueline Boges �-- -� May 26, 7 14 AM MST New office building need a water /sewer and meter installations This email is a service from FATHOM. � 1 , � �- -� - - - -- - - - - :.�� -. .. - _ _ - ,.:� - --: - - - - -._ .. . �. . ,-_,. .. ._ _- - _ - , ., - ,. _ :_ ,: � � - -- - _ - _ _ _ ;4}�`;��+: .:,::�o - :.C�►nserva�corr -- . - . � ��orrda Build�n �ode.- ��Fft ;;Ec��o�i.:. 2f�'� -- -_ - - .-- - - - �. . _ . . _ , .9 , ,: . �� _ _ _�. _ _ ��;_ , ,.�:nerg� . _ .. _-. _ _ -.i4�: . -_ � - _ - _" _ ` _ " - ' - _ ' _ - _- _ �). _• _ - . ''�"_' � "__ -. .....t:y�:.�`"..:�:.. ... .`.'.• - ' _ __-__-�- '_ � _ -' _ _ _ __ .. r Gau e:Surflr��f�;Ffa%Eorn=2E�1:5�;�Effee��ie:Date:_June�.30;:201"5� _ . €ne.:9�;-. __ ..9... _.-- � �.,�_.�., -- : , , _ _ _ _ _ ��--� ,�.::_:�4 ,y;. :��-�: = - - - � - ' _ _ ' - ' - �t.r`;'� "- -_ _-- _ ' . - - - _ - _ `�ia�ice=��`�tiori� - IECC201:2'�=:�'otaf'Buiidir�`�=:f�e�o�man��w�o'm .I --. _,P - , .. _. . ; .9`.- -:K�:r-: - P:-_ - - . - -_ :- - -- : - . � - _ -- -- -_-, .: - .: _ _ .:. . � - - _ - _ � � _ ,. . � . . _. . -- . _. .. . ,....____..,.,. =. _ - -- __.... _ „ .. _ ... _.. .. . , . ..._....� .._ . I � Check List ' i Applications for compliance with the Florida Building Code, Energy Conservation shall inc x❑ This Checklist � x0 The full complia.nce report generated by the software that contains the project � summary, compliance summary, certifications and detailed component compliance reports. Q The compliance report must include the full input report generated by the soflware as j contigous part of the compliance report. � � � , x❑ Boxes appropriately checked in the Mandatory Section of the complaince report. � I I i � I �I ! �I , i EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11l2017 Page 1 of 13 � � 4' I I � PROJECT SUMMARY I � i Short Desc: C0117003 Description: Sunrise Manufacturing � Owner: � Addressl: City: � Address2: State: Zip: 0 Type: Manufacturing Facility Class: New Finished building Jurisdiction: ZEPHYRHILLS,PASCO COIJNTY,FL(611600) Conditioned Area: 20460 SF Conditioned&UnConditioned Area: 20460 SF � No of Stories: 1 Area entered from Plans 20460 SF Permit No: 0 Max Tonnage 4.8 If different,write in: (5)5 Ton&(2)4 Ton . ; � � Compliance Summary Component Design Criteria Result Gross Energy Cost(in$) � 7,528.0 16,058.0 PASSED i LIGHTING CONTROLS PASSES ' EXTERNAL LIGHTING No Entry HVAC SYSTEM PASSES ` PLANT No Entry ' WATER HEATING SYSTEMS PASSES � PIPING SYSTEMS No Entry Met all required compliance from Check List? Yes/No/NA � � � IMPORTANT MESSAGE Info 5009 -- -- --An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Page 2 of 13 ' � I ` V��', I CERTIFI�ATI�NS � � i ! . . � - � I hereby certify that the plans and specifications covered by this calculation are in compliance with the I Flarida Ertergy Code Prepared By: 0�/�� -- Building Official: � G4MMERCIA�ENERGY RATER#749 �, Date: 01-11-17 Date: .,� � z �� , i I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: � _ , I if Required by Fiorida law, i hereby certify{*}that the system design is in campEiance with the Florida Energy Efficiency Code � Architect: Reg No: � Electricai Designer: Reg No: i i � � I Lighting Designer: Reg No: � Mechanicai Des'rgnsr: Reg No: I � Plumbing Des'rgner: Reg No: I (") Signature is required where Florida Law requires design to be pertormed by registered design � prafessionals.Typed names and registration numbers may be used where all relevant information is j contained an signed/sealed plans. � i � ; � i � I EnergyGauge Summit0 FlalCom-2014.TAM 2014-1.0 Compliant Soflware.Effective Date:June 30,2015 � Florida Building Cade,Fifth Edition{2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option � I11 U2017 Page 3 oF 13 ' . i i _ i � Project: C0117003 Title: Sunrise Manufacturing Type: Manufacturing Facility � (WEA File: FL TAMPA INTERNATIONAL AP.tm3) , Building End Uses � 1) Proposed 2) Baseline � Total 484.80 1,205.30 ; $7,528 �18,892 ; � ELECTRICITY(MBtulkWh!$) 484.80 1,205.30 I 142046 353127 I $7,528 $18,892 , � AREA LIGHTS 53.30 2so.go , 15618 73481 ' $828 $3,931 i MISC EQUIPMT 232.so 232.so � 68125 68125 ; $3,611 $3,645 � � PUMPS�MISC o.io o.io 18 26 , $1 $1 I SPACE COOL is�.3o 2ss.Zo ; 54882 83556 � $2,909 $4,470 SPACE HEAT io.so �.2o i 3076 2101 $163 $112 ; VENT FANS ' l.io a29.so I 327 125838 ; $17 $6,732 � , Credits Applied: None PASSES I Passing Criteria= 16058 Design (including any credits)= 7528 i Passing requires Proposed Suilding cost to be at most 85% of Baseline cost. This Proposed Building is at 39.8% EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Page 4 of 13 � � � � , I Egternal Lighting Compliance � � Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (VV) (VV) (Sqft or ft) � None � Project: C0117003 Title:Sunrise Manufacturing Type: Manufacturing Facility (WEA File: FL TAMPA INTERNATIONAL AP.tm3) Lighting Controls Compliance � Acronym Ashrae Description Area Design Min Compli- j ID , (sq.ft) CP CP ance ' Manufacturing 13,001 General Low Bay<25 ft 14,882 2 2 PASSES floor-to-ceiling(Manufacturing) � Offices 17 Office-Enclosed 5,578 3 3 PASSES - , � � d PASSES 'I � � I � I I i � � i EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 ' Florida Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 ' Page 5 of 13 , � = Project: C0117003 { Title: Sunrise Manufacturing Type: Manufacturing Facility � (WEA File: FL_TAMPA INTERNATIONAL AP.tm3) � System Report Compliance � AHiTl-5 AHU1=5 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 5 Component Category Capacity Design Eff Design IPLV Comp- ; Eff Criteria lPLV Criteria liance ' Cooling System Air Condirioners Air Cooled 57000 14.00 13.00 8.00 PASSES � Split System<65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 54500 8.20 7.70 PASSES � ; (Heating Mode)Split System <65000 Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 1900 0.00 0.82 PASSES i System-Supply Constant Volume , Air Handling Air Handler(Return)- 1900 0.00 0.82 PASSES � System-Return Constant Volume ' i AHU6-7 AHU6-7 Constant Volume Air Cooled No.of Units � i , Split System<65000 Btu/hr 2 ! Component Category Capacity Design Eff Design IPLV Comp- � Eff Criteria lPLV Criteria liance � Cooling System Air Conditioners Air Cooled 46000 14.00 13.00 8.00 PASSES I Split System<65000 Btu/h Cooling Capacity � Heating System Heat Pumps Air Cooled 45500 8.20 7.70 PASSES ' (Heating 1Vlode)Split System <65000 Btu/h Cooling Capacity � � Air Handling Air Handler(Supply)- 1533 0.00 0.82 PASSES System-Supply Constant Volume ' Air Handling Air Handler(Return)- 1533 0.00 0.82 PASSES � System-Return Constant Volume ; -- - I PASSES , � EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Soflware.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option ; 1/11/2017 Page 6 of 13 i Plant Compliance � Description Installed Size Design Min Design Min Category Comp I 1�10 Eff Eff IPLV IPLV liance � i � i � None Project: C0117003 Title:Sunrise Manufacturing Type: Manufacturing Facility , (WEA File: FL TAMPA INTERNATIONAL AP.tm3) , Water Heater Compliance ! Description Type Category Design Min Design Max Comp � Eff Eff Loss Loss liance � , j Water Heater 1 Electric water heater <= 12 [kW] 0.97 0.97 PASSES � � 0 i 1 PASSES � � 'I Piping System Compliance � ; Category Pipe Dia ls Operating Ins Cond Ins Req Ins Compliance I [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] � [F] .SF.F] �� i i i I None � i I I i EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 ' Florida Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Page 7 of 13 i � ' I � Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt i - �:1,'- - - ;vcr-��'�.'��'�-"�'^�`�- �?' _ � :>.,ed ,-�s�c"-�;.��.: ��,�?��r;„�"`-,.ir� .::.�cc:�': _ ' _ - _ _ :3 ,'.'..sr*'�._..`�_.:rSs:s..'�•'--' :-l�C u _ _ _ __ ' �;�':��..z7+«...' �„�_��ti;+�:+1,�., c " -`:.G''� "� s�"V�.:`-"=�%i�-'v�. Si.�n'".y_ ; I �.�_�� ;_ -�:t>� �..�.a��c �e'�i ;Q �" e-=o �E ��reet��_�:- - �;:.��.:^�,s �=x� . .� .:;�::�::�; ��'�� '�.. � ��', _s_: :��.y� ��:.::a _ - t( '` .?>2 ^v`'�i-..?-,ih... � � -Y'_. -�Jy 1�S.i_ -vr.:i�::�:::�:>=,:�:z,_:�_��:,.:_.x:.�w_�.,__��,�,._.��-,.,��..�.�..�4�:.��'-�-�..�. -.��.9 ,�:..=�=��- - �--_- '�=.�:... �:,,..�_1--u_ � �.L. �:..� �.�, .�._.��.F�� _A�.�_ � nFenestration C402.2.7 Envelope U-factor of opaque doors associated with the � � � ! building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope High-albedo roofs satisfy one of the following: � � � ' i 3-year-aged solar reflectance>=0.55 and thermal emittance>=0.75, 3-year-aged solar reflectance index>=64.0, initial year solar reflectance>_ 0.70 and thermal emittance>=0.75,or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides>60 � � � Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. � � � Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for � � � � special functions per the approved lighting plans � and is automatically controlled and separated from general lighting. � HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting � � � � Table C403.2.6 ; SYSTEM_SPECIFIC C403.3.1,C403.3.1.1 Mechanical Air economizers provided where required,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. SYSTEM_SPECIFIC C403.3.1,C403.4 1 Mechanical Water economizers provided where required, � � � , meet the requirements for design capacity, maximum pressure drop and integrated i economizer control. SYSTEM_SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating � � � energy use during norrnal operation. i SYSTEM_SPECIFIC C403.2.10.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp � or fan system bhp. SYSTEM_SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. � � � I SYSTEM_SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency � � � requirements. � SYSTEM_SPECIFIC C403.2.3 Mechanical Centrifugal fan open-circuit cooling towers having � a � combined rated capacity>=1100 gpm meets ' I minimum efficiency requirement:>=38.2 gpm/hp. -- _ _ __ . - -- __ --_:��- :�-,��-u��. --�.,_:-- .s.:._�._ - -. , _. � _ � _ _" - "<__ _' _ - _ ,.Jr� _ ; ,_ _ - " _ - :+ � - 2�:��'ontie:��ieck �P �R - - , -- i ,.�:. ._.. ,. . _ _ ��: _ - _ �d�b_ fart e_rriewer;: -.-_ - . - : -__ . . .., . . , . ,_r_,:. � -�: ,: _ ::. .,. _ r.� �.x� ; -��. ., .. . . .: . ..� .. �,:-��:.; _:_ - - �:.. �r ,.� " �..'.� �:.-x�=,:�- --.(...�"*''-:_`'�.`.,'js.5:'. L '^'s'aY"-.��' 'rt"' ::.`E=•;jE�,,=� 7 ::{_^_t r�'` . .�, �•�__ . . ... .� __.....0., � �Wa• ..�«v. ..... . ._ ...�„ i �-..:..r•::w.'-.e�.:._"_ w..+.�_.._.:...:..._.ss_-w�_:�L^. . 2,.,__-(^._c` _,,,�....-�-.r�!ei . , r��"� ....e:_ ..�: : �.; `y .., _ .,-,: _ I Air Leakage C402.4 7 Envelope Vestibules are installed on all building entrances. � � � ; Doors have self-closing devices. I Insulation C402.2.6 Envelope Slab edge insulation depth/length.Slab insulation � � � � extending away from building is covered by i pavement or>=10 inches of soil. I Plan Review C103.2 Envelope Plans and/or specifications provide all information � � � with which compliance can be determined for the I building envelope and document where � exceptions to the standard are claimed. i EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Pa e 8 of 13 g . ! �� i _ Plan Review C103.2 Exterior Lighting Pians,specifications,and/or calculations provide � � � all information with which compiiance 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. Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is � � � shown on the appraved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. � Plan Review C103.2 Interior Lighting 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. HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces � � � >500 ft2 and>25 people/1000 ft2 occupant density and served by systems with air side economizer,auto modulating outside air damper ' control,or design airflow>3,000 cfm. � HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using � � � automatic time clock or programmable control system. Plan Review C103.2 Mechanical 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 i standard are claimed. Load calculations per i .� acceptable engineering standards and � handbooks. Plan Review C103.2 Mechanical 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. SYSTEM_SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and � � � , cooling and sequence heating and cooling to each , zone. � SYSTEM_SPECIFIC C403.4.3.1 Mechanical Three-pipe hydronic systems using a common � � � retum for hot and chilled water are not used. � SYSTEM_SPECIFIC C403.4.3.2 Mechanical Two-pipe hydronic systems using a common � � � i distribution system have controls to allow a deadband>=15°F,allow operation in one mode � � for at least 4 hrs before changeover,and have , , � rest controls to Iimit heating and cooling supply temperature to<=30°F SYSTEM_SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a � � � i common water loop meet heat rejection and heat addition requirements. SYSTEM_SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have � � � - means to balance and have pressure test I connections. SYSTEM_SPECIFIC C403.4.2 Mechanical VAV fan motors>=7 5 hp to be driven by variable � � � speed drive,have a vane-axial fan with variable pitch blades,or have controls to limit fan motor demand. SYSTEM_SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned � � � so setpoint<=1/3 total design pressure. i SYSTEM SPECIFIC C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled ; VAV boxes reporting to central controller based on '• the zones requiring the most pressure. SYSTEM_SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air � � � temperature reset controls. SYSTEM_SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h � � � designed for variable fluid flow EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Page 9 of 13 , ; __' I � I � , SYSTEM_SPECIFIC C403.4.3.4 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler � � � , systems>300,000 Btu/h. SYSTEM_SPECIFIC C403.4.4 Mechanical Fan systems with motors>=7.5 hp associated with heat rejection equipment to have capability to � � � operate at 2/3 of full-speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection , i device. I Plan Review C406 Project Plans,specifications,and/or calculations provide � � � � ' all information with which compliance can be �, determined for the additianal energy efficiency � package options. i Plan Review C402.3.2.2 Envelope Skylights in office,storage,automotive service, � � � manufacturing,non-refrigerated warehouse,retail store,and distribution/sorting area have a ; measured haze value>90 percent unless designed to exclude direct sunlight. �;.��s±�st��,�:,.:;t_z-��^..�.:�;�s��-__ __ `�;.. h..� _�.�..�.m-�� •-�-r-��k�,-��,��-.-s�`�w.��r3-��'"".�,�m._,�a__ _ - a�r2,'.t - - - .3.''�'��5�'�'i ��r 9 - __ - i:sb�='"..�'.'-v.�'�''is'�•:�t�� - - _�,i;. " -(',Y< " / - _ `�7:':�i�,...� -' �y',v',2;•F ��:y^t' �4n... -- ni'�c •l�'u - ..�, ' 1 �/�3 M a w' �r ' - :4r,' +.,.�n;-.F'�°; ;:'r''ss-`:t�M:ix' ';fiiK � 2 vr, p �";:�`��'.''H�.''=�;._� ' - =iaf '�-.a- '�:x�n '��'•� !"'•�;�,. f2�� r�� ..•�R/li'i„r.Y{ a�*'a� ',�i{'t��3::at_.;t,t.;,.. ;,;a':�i^::,'s,'tii';yN;,"it'..,,�k.'�."y„' '::a.,,; - -t:�'N�'."__�N,.t__....'„�.:'.�"rs.�;d«�y�h�_.,'�;:.e..=�.Y_i:�.�:��'�.�.':<,x-.:, scg��.:.t. Fr'{-:rx. 'Y�-:e .er+:J..o-.,..-a;...'-:�� - _ ...1-i:y^,'-�yyw�3:..: .-.3iSi: 'a,.�l�,.S.u...��v-.��x.��sv_=,..�.__._._....-_.._._�..'s_x�+..__u.>_..�_�'.,�t,`3"aG.� Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air � � � barrier that is sealed in an approved manner and � either constructed or tested in an approved manner. Air barrier penetrations are sealed in an , approved manner. ' Air Leakage C402.4.3,C402.4 4 Envelope Factory-built fenestration and doors are labeled � � � � as meeting air leakage requirements. , Air Leakage C402.4.1 1 Envelope All sources of air leakage in the building thermal � � � envelope are sealed,caulked,gasketed,weather � stripped or wrapped with moisture vapor-permeable wrapping material to minimize i air leakage. ' Air Leakage C402.4.6 Envelope Weatherseals installed on all loading dock cargo � � � � doors. Air Leakage C402.4.8 Envelope Recessed luminaires in thermal envelope to limit � � � infiltration and be IC rated and labeled.Seal between interior finish and luminaire housing. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with � � � I NFRC. , Fenestration C303.1.3 Envelope Fenestration products are certified as to � � � ; performance Iabels or certificates provided. , Insulation C303.2 Envelope Below-grade wall insulation installed per � � � � manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's � � � � instructions. � Insulation C403.2.7,C408.2.8,( Envelope Exterior insulation protected against damage, � � � � sunlight,moisture,wind, landscaping and , equipment maintenance activities. Insulation C402.4.2.1 Envelope Roof R-value.For some ceiling systems, � � � � verification may need to occur during Framing Inspection. Insulation C303.2 Envelope Roof insulation installed per manufacturers � � � instructions. Blown or poured loose-fill insulation ' is installed only where the roof slope is<=3 in 12. � Insulation C402.2.1 Envelope Skylight curbs are insulated to the level of roofs � � � ! with insulation above deck or R-5. i Insulation C303.2 Envelope Above-grade wall insulation installed per � � � manufacturer's instructions. Insulation C303.2 Envelope Floor insulation installed per manufacturer's � � � instructions. Insulation C303.1 Envelope Building envelope insulation is labeled with � � � , R-value or insulation certificate providing R-value � and other relevant data. � Insulation C303.2.1 Envelope Exterior insulation is protected from damage with � � � a protective material.Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/i l/2017 Page 10 of 13 , Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation � � � requirements cannat be insta4led on top of a suspended ceiling.Mark this requirement compliant if insulation is installed accordingly. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting � � � installed. Contrbls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting � � � installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per � � � approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the � � � i lighting load by at least 50%. � Controls C405.2.2.3 ' Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area � � � '' lighting. , Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at � � � , the main entry doorthat controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. � � � Controls C405.2.2.3 Interior Lighting Primary sidelighted areas a�e equipped with � � � required lighting controls. Controis C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under � � � skylights and rooftop monitors are equipped with required lighting controls. Controis C405.2.3 Interior Lighting Separate lighting control devices for specific uses � � � installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp � � � - configurations that are with 10 feet center to � center(if recess mounted)or are within 1 foot � . edge to edge(if pendant or surface mounted) � shall be tandem wired. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is � � � consistent with what is shown on the approved ' lighting plans,demanstrating proposed watts are � less than or equal to ailowed watts. HVAC C403.2.4.5 Mechanical Freeze protection and snow/ice melting system � � � � sensors for future connection to controls. � HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. � � � � � Air Leakage , C402.4.5.1 Envelope Stair and elevator shaft vents have motorized � � � dampers that automatically close. , Air Leakage C402.4.5.2 Envelope 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. I HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected � � � from damage(due to sun,moisture,wind,etc.). HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts � � � or plenums are installed in or under a slab, verification may need to occur during Foundation • Inspectian. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible � � � i heating panels have insulation>=R-3.5. i HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static � � � pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means � � � � for air balancing. , HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only � � � . radiant heat. HVAC C403.2.4 1 Mechanical Heating and cooling to each zone is controlled by �. � � � a thermostat control. � HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5"F deadband. � � � � HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap � � � ! restrictions. EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 � Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building PerFormance Compliance Option 1/11/2017 � Page 11 of 13 � , HVAC C403.2.4.3 Mechanical Automatic Controls:Setback to 55°F(heat)and � � � 85°F(cool);7-day clock,2-hour occupant override,10-hour backup SYSTEM_SPECIFIC C404.3 Mechanical Temperature controls installed on service water � � � heating systems(110°F for dwelling units and lavatories in public restrooms and 90°F for other _ occupancies.) y ❑ ❑ ❑ i SYSTEM SPECIFIC C404 4 Mechanicai Automatic time switches installed to automaticall switch off the recirculating hot-water system or heat trace. � SYSTEM_SPECIFIC C404.2 Mechanical Heat traps installed on non-circulating storage � � � watertanks. I SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. labeled for replacement only as per Footnote b to � � � SYSTEM_SPECIFIC C403.4.2 Mechanical VAV f n403.�•5(hp are driven by mechanical or electrical variable speed drive,or driven by � � � vane-axial with variable speed blades,or operate with motor demand<=30%design kW at 50% design flow-calculations required SYSTEM_SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping � � � is installed in or under a slab,verification may need to occur during Foundation Inspection. SYSTEM_SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating>3 in.water column requires � � � air leakage testing. SYSTEM_SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems>10 hp to � � � ' multiple chillers or boilers when others are shut down. SYSTEM_SPECIFIC C403.4.3.3.3 Mechanical Two-position automatic valve interlocked to shut � � � off water flow when hydronic heat pump with pumping system>10 hp is off. � SYSTEM_SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat � � � � water to 85°F or provide 60%of peak heat , � rejection is instalied for preheating of service hot water in 2417 facility,water cooled systems reject I >6 MMBtu,SHW load>=1 MMBtu. ' - SYSTEM_SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: � � � <=240 kBtulh—50% ! >240 kBtu/h—25% , SYSTEM_SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by � � � I a thermostat control. Minimum one humidity , control device per installed humidification/dehumidification system. i SYSTEM_SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. � � � SYSTEM_SPECIFIC C403.2.4.1 1 Mechanical Heat pump controls prevent supplemental electric � � � I resistance heat from coming on when not needed. � SYSTEM_SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature<=110°F � � � � � SYSTEM_SPECIFIC C404.5 Mechanical All piping in circulating system insulated � � � I SYSTEM_SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated ❑ ❑ ❑ SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or extemally heated piping ❑ ❑ ❑ � insulated i SYSTEM_SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a � � � recirculation pump installed to maintain temperature of a storage tank. SYSTEM_SPECIFIC C404 7 1 Mechanical Pool heaters are equipped with on/off switch and � � � no continuously buming pilot light. � SYSTEM_SPECIFIC C404 7.3 Mechanical Vapor retardant pool covers are provided for � � � , heated pools and permanently installed spas. SYSTEM_SPECIFIC C404.7.2 Mechanical Time switches are installed on all pool heaters � � � , and pumps. i Testing C408.2.3.2 Mechanical HVAC control systems have been tested to � � � ' ensure proper operation,calibration and ' adjustment of controls. i EnergyGauge Summii0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option 1/11/2017 Page 12 of 13 i . Mandatory Additional C406 Project Efficient HVAC performance,efficient Iighting � � � system,or on-site supply of renewabie energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating � � � radiant heating insulated to>=R-3.5. _ _"_ - -;.;��JK�_ _ -,��,`r-'.' _=;��;=�:�:- - -:�,,�;��y -�r.�� _ _ ��..»=:_.1 :;:�: �. - _ ---_ _ ---, I ;��:��;:��'o��e�:;c�iec�_da�%�"/=f'lii� tac�at��lr�� eG�C �[�R�a�P- or� ��tssua�n�ce�o€�n:�=;'.;; 5tx�r+z�°�;�,�'��5.5�'-T'-'.��>?��''s."�'�°$e`,"��.'w��a,•,�;. -?ro�_gr.�s.'r, �F. ��:w;�` �3.�r��:.� -��'�-�`ti�`;=r;,.,-r_K.`,t'�s-��i!;� a.,?.;�'::"�:�':�`� I Y��d��y��V�< 3� '��k tC�� .� ,�.�,�-,�.�-�",�;��- "� ��- �� {,..:,-� /�/� M ,.,,�� y'�" � +z �j �' � . ,fia"��s i �5...� �i`M,�'-�!�,�,:%; I _„-fi.,�...... �..�� ' V�i. ��f��7.i"�'.:dr-�.��'v",.-.a��e".v..�_.._'^xt'.�:�._.,Y�-a:. 'a.:'•.,�.:r-�i':' I Post Construction � C408.3 Exterior Lighting Lighting systems have been tested to ensure �� proper calibration,adjustment,programming,and � operation. Post Construction C408.2.5.1 Interior Lighting Fumished as-built drawings for electric power � � � I systems within 30 days of system acceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and � � � � equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure � � � � proper calibration,adjustment,programming,and operation. � Post Construction C408.2.5.1 Mechanical Furnished HVAC as-built drawings submitted � � ❑ � within 90 days of system acceptance. , Post Construction C303.3,C408.2.5.2 Mechanical Furnished 0&M manuals for HVAC systems � � � ; within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is ❑ ❑ ❑ I provided for HVAC systems. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered � � � ' design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning repoR completed and ' ; certified by registered design professional or � � � � approved agency • � Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner � � � � within 90 days of receipt of certificate of occupancy. , Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure � � � proper operation. � Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper � � � I operation. I I i � � � I � � I I I EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software.Effective Date:June 30,2015 Florida Building Code,Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance Option � 1/11/2017 Page 13 of 13 � i EnergyGauge Summit�v5.20 INPUT DATA REPORT � Proiect Information Project Name: C0117003 Orientation: 0 Deg Clockwise. Walls&Windows will be rotated accordingly Project Title: Sunrise Manufacturing Building Type: Manufacturing Facility Address: Building Classification: New Finished buildin� State: No.of Stories: 1 Zip: 0 GrossArea: 20460 SF Owner: Zones No Acronym Description Type Area Multiplier Total Area [sfJ [sfJ 1 Manufacturing Manufacturing CONDITIONED 14882.0 1 14882.0 ❑ 2 Offices Offices CONDITIONED 5578.0 1 5578.0 ❑ 1/11/2017 EnergyGauge Summit�v5.20 1 . __._..�... _._._,:. , Spaces � No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ft] [ft] [ft] plier [sfJ [cfJ In Zone: Manufacturing 1 ManufacturingManufacturing Area General Low Bay<25 ft 67.65 220.00 20.00 1 14882.0 297640.0 � floor-to-ceiling (Manufacturing) In Zone: Oftices 1 Offices Offices Office-Enclosed 61.98 90.00 11.00 1 5578.0 61358.0 � Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: Manufacturing In Space: Manufacturing 1 Compact Fluorescent Exit Sign 3 5 15 Security(continuous) 1 � 2 Compact Fluorescent General Lighting 50 60 3000 Occupancy sensor without 2 � Daylighting In Zone: Oftices In Space: Oftices 1 Compact Fluorescent Exit Sign 3 5 IS Security(continuous) 1 � 2 Compact Fluorescent General Lighting 35 60 2100 Occupancy sensor without 3 � Daylighting Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H(Effec) Multi Area Orientation Conductance Heat Dens. R-Value [ft] [ft] plier [sf� [Btu/hr.sf. F] Capacity [lb/cfJ [h.sf.FBtu] [Btu/sf.F] In Zone: Manufacturing 1/11/2017 EnergyGauge Summit�v5.20 2 ---------_.`.._.. .,;._._ _ ._ 1 Block 8"CMU/3/4"ISO 146.00 20.00 1 2920.0 NorthEast 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 2 Block 8"CMU/3/4"ISO 90.00 20.00 1 1800.0 NorthWest 0.2642 9.696 62.72 3:8 ❑ BTWN24"oc/5/8 Gyp 3 Block 8"CMU/3/4"ISO 90.00 20.00 1 1800.0 NorthWest 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 ' Gyp In Zone: Offices 1 Block,R4.5 8"CMU/3/4"ISO 90.00 11.00 1 990.0 SouthEast 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 2 Block,R4.5 8"CMU/3/4"ISO 74.00 11.00 1 814.0 NorthEast 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 3 Block,R4.5 8"CMU/3/4"ISO 51.00 11.00 1 561.0 SouthWest 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 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 sf F] [ft] [ft] plier �s� In Zone: Offices In Wall: NE Wall 1 Low-e NorthEast No 1.2500 0.82 0.76 2.00 3.00 3 18.0 � In Wall: SE Wall 1 Low-e SouthEast No 1.2500 0.82 0.76 2.00 3.00 5 30.0 � 2 Low-e SouthEast No 1.2500 0.82 0.76 5.00 8.00 3 120.0 � In Wall: SW Wall 1 Low-e SouthWest No 1.2500 0.82 0.76 2.00 3.00 2 12.0 � 2 Low-e SouthWest No 1.2500 0.82 0.76 4.30 8.00 2 68.8 � 3 Door SouthWest No 1.2500 0.82 0.76 6.00 8.00 1 48.0 � 1/11/2017 EnergyGauge Summit0 v5.20 3 Doors ' No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf� [Btu/hr.sf.F] [Ib/cfJ [Btu/sf.F] [h.sf.F/Btu] In Zone: Manufacturing In Wall: NE Wall . 1 Door Solid core flush No 3.00 7.00 1 21.0 03504 0.00 0.00 2.85 � (2.25) ln Wall: NW Wall 1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 � (2.25) 2 Roll up door Solid core flush No 12.00 12.00 1 144.0 0.3504 0.00 0.00 � 2.85 � (2.25) In Wall: SW Wall 1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 � (2.25) 2 Roll up door Solid core flush No 12.00 12.00 1 144.0 0.3504 0.00 0.00 2.85 � (2.25) ' In Zone: Offices In Wall: SE Wall � 1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 � (2.25) In Wall: NE Wall 1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 �0.00 0.00 2.85 � (2.25) Roofs _ No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ftj [ft] plier [sfJ [deg] [Btu/hr.Sf.F] [Btu/sf.F] [lb/cfJ [h.sf.F/Btu] In Zone: Manufacturing 1 Metal,R19 Mtl Bldg Roof/R-19 220.00 87.01 1 19142.0 0.00 0.0492 134 9.49 20.3 ❑ Batt , In Zone: Offices 1 Metal,R19 Mtl Bldg Roof/R-19 90.00 61.98 1 5578.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt 1/11/2017 EnergyGauge Summit0 v5.20 4 Skylights No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [SfJ [SfJ ln Zone: In Roof: ❑ Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] plier [sfJ [Btu/hr:sf.F] [Btu/sf.F] [Ib/cfJ [h.sf.F/Btu] In Zone: Manufacturing 1 Slab on grade 1 ft. soil,concrete 220.00 87.01 1 19142.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: Offices 1 Slab on grade 1 ft.soil,concrete 90.00 61.98 1 5578.0 0.2681 34.00 11333 3.73 ❑ floor,carpet and rubber pad Systems AHUl-5 AHUl-5 Constant Volume Air Cooled Split No.Of Units 5 System<65000 Btu/hr Component Category Capaeity Efticiency IPLV 1 Cooling System 57000.00 14.00 8.00 � 2 Heating System 54500.00 8.20 � 3 Air Handling System-Supply 1900.00 0.00 � 4 Air Handling System-Return 1900.00 0.00 � 1/11/2017 EnergyGauge Summit�v5.20� 5 AHU6-7 AHU6-7 Constant Volume Air Cooled S lit No. Of Units 2 P System<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 46000.00 14.00 8.00 � 2 Heating System 45500.00 8.20 � 3 Air Handling System-Supply 1533.00 . 0.00 � 4 Air Handling System-Return 1533.00 0.00 � Plant Equipment Category Size Inst.No Eff. 1PLV Water Heaters W-Heater Description Capacit�Cap.Unit UP Rt. Efficiency Loss 1 Electric water heater 1 [Gal] [kW] 0.9700 [Eff [Btu/h] ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control 1�pe Wattage Luminaires Luminaire [sf/ft/No] [W] ❑ Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] [in] 0 1/11/2017 EnergyGauge Summit�v5.20 6 ---_-----�--� -- Fenestratian Used Name Glass Type No.af Glass SHGC VLT Panes Conductance j8tu/h.sf.F] ASHULSg1CkAl1 User Defined 1 1.2500 0.8200 0.7600 ❑ Frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Canductivity Density SpecificHeat Used [h.sf.F18#a� [ft] [Btalh.ft.F] [I6JcfJ [Btu11b.F] a o . . , . . . BOARD,U2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.23q0 ❑ 265 Mat1265 Sozl, i ft No 2.4Q00 1.0000 0.5000 lOQ.00 O.ZQ00 ❑ 48 Mat14$ 6 in.Heavyweight concrete -� --No 0.5000 O.S000 1.0000 140.00 0.2000. ❑ 105 Mat1105 CONC BI.K HW,8IN, No 1.1002 0,6667 Q.646Q 69.40 4.2Q00;�, ❑ HC3LLOW ' ' 269 Mat1269 .75"ISO BTWN24" oc No 2.2321 0.0625 0.0284 4.19 0.3000 ❑ 23 Mati23 6 in. Insulation Na 20.0000 0.5000 OA2S0 5.70 0.2000 [� 279 Mat1279 Solid core flush(2.25") Yes 2.8537 ❑ 94 Mati94 BUILT-UP ROOFING,318IN No 03366 OA313 0.0930 '70A0 0.3504 ❑ Constructs Used - No Name Simpie Masstess Canductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] (lb/cfJ [h.sf.FBtu] 1014 $"CMU{3/4"ISO BTWN24"ocJS/8 Gyp No No 0.26 9.70 62.72 3.8 ❑ Layer Material Material Thickness Framing No. (ft] Factar 1/ll/2017 EnergyGauge Summit0 v5.20 � 7 . , _---��..�_,__.. ..�.r.. _.. �. No Name Simple Massless Conductance Heat Capacity Density -RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cfJ [h.sf.F/Btuj 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.8 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW,8IN,HOLLOW 0.6667 0.000 ❑ 2 269 .75" ISO BTWN24"oc 0.0625 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cfJ [h.sf.FBtuJ 1047 1VIt1 Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 203 ❑ 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 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue ' Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cfJ [h.sf.F/BtuJ '� 1057 1 ft.soil,concrete floor,carpet and rubber pad No No 0.27 34.00 113.33 3.7 0 Layer Material Material Thickness Framing No. [ft] Factor - 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ 1/11/2017 EnergyGauge Summit�v5.20 8 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf� [h.sf.F/Btu] 1058 Solid core flush(2.25) No Yes 0.35 2,9 � Layer Material Material Thickness Framing No. [ft] Factor 1 279 Solid core flush(2.25") 0.000 ❑ 1/11/2017 EnergyGauge Summit�v5.20 9 _._��--•- �,-- . � � Job: C0117003 � : -�- wrightsoft° Right-SuiteO U niversal 2017 Short Form oate: 0,.03.,� ! AHU7 ' � By: JND I � Randy Watson Designs, Inc i 13821 US Highway 96 By Pass,Dade CRy,FL 33525 Phone:352-523-2077 I ' I � � • ' • � i For: Sunrise Manufacturing _ � Zephyrhills, FL Htg Cig � Htg Clg , Outside db (°F) 43 90 Inside db (°F) 70 78 � � Outside RH (%) - 56 Inside RH (%) - 50 Outside wb (°F) - 77 Inside wb (°F) - 65 Daily range (°F) - 14 Design TD (°F) 27 12 � Moisture diff. (gr/Ib) - 47 Heating Equipment Cooling Equipment Make Carrier or Eqv Make Carrier or Eqv Model C H 14N 60600000A Model C H 14N 60600000A Type Split ASHP Type Split ASHP ; Efficiency 8.2 HSPF COP/ EER/SEER 14.0 Heating Input Sensible Cooling 39.9 MBtuh { Heating Output 54.5 MBtuh @ 47°F Latent Cooling 17.1 MBtuh i ' Humidifier 5.0 gpd Total Cooling 57.0 MBtuh i Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F ' � Actual Heating Fan 0 cfm Actual Cooling Fan 1900 cfm , Equipment Location AH U 1 System Type PEAKCV ' Fan Motor Heat Type PACKAGE � Fan&Motor Combined Efficiency 0 % � Static Pressure Across Fan 0 in H20 � NAME Area Heat Sensible Latent Htg Clg Time ftz Loss Gain Gain cfm cfm � Mfg a 2612 14708 38840 12500 0 1900 Ju11800 LDT � AHU1 2612 14708 38840 12500 0 1900 Jul 1800 LDT I I ' I �; � � 2017-Jan-11 15:47:56 -F�1- wrightsoft° Right-Suite�Universal 2017 17.0.10 RSU07440 pa9e� ..\C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE I o Right-SuiteO Universal 2017 Short Form oae: 0�03;�3 : -� wrightsoft � , AHU2 _ By: JND � Randy Watson Designs, Inc . � � � � I 13621 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � I � � • ' � • I ' For: Sunrise Manufacturing � Zephyrhills, FL Htg Clg Htg Clg Outside db (°F) 43 90 Inside db (°F) 70 78 Outside RH (%) - 56 Inside RH (%) - 50 � Outside wb (°F) - 77 Inside wb (°F) - 65 �'I Daily range (°F) _ 14 Design TD (°F) 27 12 ; , Moisture diff. (gr/Ib) 47 Heating Equipment Cooling Equipment ; Make Carrier or Eqv Make Carrier or Eqv , Model CH 14N B0600000A Model C H 14N 60600000A Type Split ASHP Type Split ASHP E�ciency 8.2 HSPF COP/ EER/SEER 14.0 Heating Input Sensible Cooling 39.9 MBtuh , � Heating Output 54.5 MBtuh @ 47°F Latent Cooling 17.1 MBtuh a Humidifier 15.7 gpd Total Cooling 57.0 MBtuh � Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F Actual Heating Fan 0 cfm Actual Cooling Fan 1900 cfm I Equipment Location AHU2 System Type PEAKCV � Fan Motor Heat Type PACKAGE I Fan & Motor Combined Efficienc 0 % � Y Static PressureAcross Fan 0 in H20 � NAME Area Heat Sensible Latent Htg Clg Time ; ' ftz Loss Gain Gain cfm cfm ' Mfg b 3030 36441 38092 12049 0 1900 Jul 1800 LDT I � AHU2 3030 36441 38092 12049 0 1900 Jul 1800 LDT � I I � � � � 2017-Jan-1115:47:56 ' - wrightsoft° Right-Suite�Universal 2017 17.0.10 RSU07440 Page 2 1C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MNS House Front faces:SE _ I Ri ht-SuiteO Universal 2017 Short Form �ob: C0117003 � • �' wrightsoft° g Date: 01-03-17 AHU3 By: JND Randy Watson Designs, Inc 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-52&2077 � • ' • • For: Sunrise Manufacturing � Zephyrhills, FL � • ' I � Htg Clg Htg Clg Outside db (°F) 43 90 Inside db (°F) 70 78 � Outside RH (%) - 56 Inside RH (°/a) - 50 ' Outside wb (°F) - 77 Inside wb (°F) - 65 � Daily range (°F) - 14 Design TD (°F) 27 12 Moisture diff. (gr/Ib) - 47 ; Heating Equipment Cooling Equipment j Make Carrier or Eqv Make � Carrier or Eqv i Model C H 14N 60600000A Model C H 14N B0600000A � Type Split ASHP Type Split ASHP , Efficiency 8.2 HSPF COP/EER/SEER 14.0 i , Heating Input Sensible Cooling 39.9 MBtuh � � Heating Output 54.5 MBtuh @ 47°F Latent Cooling 17.1 MBtuh � Humidifier 18.2 gpd Total Cooling _ 57.0 MBtuh , Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F ! Actual Heating Fan 0 cfm Actual Cooling Fan 1900 cfm 1 , Equipment Location AHU3 System Type PEAKCV � - Fan Motor Heat Type PACKAGE � Fan& Motor Combined Efficiency 0 % i Static PressureAcross Fan 0 in H20 � NAME Area Heat Sensible Latent Htg Clg Time i ftz Loss Gain Gain cfm cfm Mfg c 3510 41689 38719 12718 0 1900 Ju11800 LDT � AHU3 3510 41689 38719 12718 0 1900 Jul 1800 LDT � I � 2017-Jan-11 15:47:56 wrightsoft° Right-Suitee�ll Universal 2017 17.0.10 RSU07440 Page 3 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE I � � � i Right-SuiteO Universal 2017 Short Form �ob: C0117003 ' . �' wrightsoft° Date: 01-03-17 � AHU4 By: JND ' Randy Watson Designs, Inc ! 13821 US Highway 98 By Pass,Dade City,FL 33525 Phane:352-523-2077 � I I � • ' • � For: Sunrise Manufacturing ' Zephyrhills, FL Htg Clg Htg Clg Outside db (°F) 43 90 Inside db (°F) 70 78 Outside RH (%) - 56 Inside RH (%) - 50 Outside wb (°F) - 77 Inside wb (°F) - 65 Daily range (°F) - 14 Design TD (°F) 27 12 Moisture diff. (gr/Ib) - 47 � Heating Equipment Cooling Equipment i Make Carrier or Eqv Make Carrier or Eqv � Model C H 14N B0600000A Model C H 14N B0600000A Type SpIitASHP Type SpIitASHP � � Efficiency 8.2 HSPF COP/ EER/SEER 14.0 � , Heating Input Sensible Cooling 39.9 MBtuh ; Heating Output 54.5 MBtuh @ 47°F Latent Cooling 17.1 MBtuh ' ; Humidifier 15.7 gpd Total Cooling 57.0 MBtuh ; Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F � Actual Heating Fan 0 cfm Actual Cooling Fan 1900 cfm i Equipment Location AHU4 � System Type PEAKCV � Fan Motor Heat Type PACKAGE Fan&Motor Combined Efficiency 0 % ; Static Pressure Across Fan 0 in H20 NAME Area Heat Sensible Latent Htg Clg Time ftz Loss Gain Gain cfm cfm ' Mfg d 3030 35988 37761 12049 0 1900 Ju11800 LDT ' AHU4 3030 35988 37761 12049 0 1900 Jul 1800 LDT � i i I � � I i i � I � 2017-Jan-11 15:47:56 � wrightsoft° Right-Suite�al Universal 2017 17.0.10 RSU07440 Page 4 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE ' Ri ht-SuiteO Universal 2017 Short Form �ob: C0117003 = �" wrightsoft° g Date: 01-03-17 AHU5 BY� �N� � Randy Watson Designs, Inc ! 13821 US Highway 96 By Pass,Dade Cfty,FL 33525 Phone:352-52&2077 � I � � • • • ; For: Sunrise Manufacturing � Zephyrhills, FL � Htg Cig Htg Clg Outside db (°F) 43 90 Inside db (°F) 70 78 Outside RH (%) - 56 Inside RH (%) - 50 Outside wb (°F) - 77 Inside wb (°F) - 65 � Daily range (°F) - 14 Design TD (°F) 27 12 Moisture diff. (gr/Ib) - 47 HeaNng Equipment Cooling Equipment ; Make Carrier or Eqv Make Carrier or Eqv ' Model C H 14N 60600000A Model C H 14N B0600000A Type Split ASHP Type Split ASHP � Efficiency � 8.2 HSPF COP/ EER/SEER 14 0 Heating Input Sensible Cooling 39.9 MBtuh Heating Output 54.5 MBtuh @ 47°F Latent Cooling 17.1 MBtuh � Humidifier 5.2 gpd Total Cooling 57.0 MBtuh Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F � Actual Heating Fan 0 cfm Actual Cooling Fan 1900 cfm , Equipment Location AHU5 ' System Type PEAKCV Fan Motor Heat Type PACKAGE � Fan& Motor Combined Efficiency 0 °/a Static PressureAcross Fan 0 in H20 I I NAME Area Heat Sensible Latent Htg Clg Time ftz Loss Gain Gain cfm cfm Mfg e 2700 35965 38900 11418 0 1900 Jul 1800 LDT AHU5 2700 35965 38900 11418 0 1900 Jul 1800 LDT I � i I � I 2017-Jan-11 15:47:56 - wrightsoft° Right-Suite�Universal 2077 17.0.10 RSU07440 Page 5 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE i I . � Ri ht-SuiteO Universal 2017 Short Form �ob: C0117003 � '� wrightsoft° � Date: 07-03-17 AHUG By: JND ! � Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade CRy,FL 33525 Phone:352-52&2077 - � � • ' • • I For: Sunrise Manufacturing ; II Zephyrhills, FL ! i � Htg Clg Htg Clg ' Outside db (°F) 43 90 Inside db (°F) 70 75 � � Outside RH (%) - 56 � Inside RH (%) - 50 � Outside wb (°F) - 77 Inside wb (°F) - 63 Daily range (°F) - 14 Design TD (°F) 27 15 � Moisture diff. (gr/Ib) - 54 � ' Heating Equipment Cooling Equipment � Make Carrier or Eqv. Make Carrier or Eqv. Model C H 14NA0480000A Model C H 14N A0480000A ' Type Split ASHP Type Split ASHP Efficiency 8.2 HSPF COP/ EER/SEER 14.5 Heating Input Sensible Cooling 32.7 MBtuh � Heating Output 45.0 MBtuh @ 47°F Latent Cooling 13.3 MBtuh i Humidifier 17.1 gpd Total Cooling 46.0 MBtuh Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F ! Actual Heating Fan 0 cfm Actual Cooling Fan 1533 cfm Equipment Location AHU6 ; System Type PEAKCV Fan Motor Heat Type PACKAGE , Fan& Motor Combined Efficiency 0 % � Static Pressure Across Fan 0 in H20 NAME Area Heat Sensible Latent Htg Clg Time � � ftz Loss Gain Gain cfm cfm ; Cubicles 334 1467 3769 1883 0 181 Jul 1800 LDT I Men RR 59 1344 389 0 0 22 Jul 1800 LDT I Corridor 978 3513 10449 3105 0 537 Jul 1800 LDT ; ' Copy Rm 180 2090 1804 397 0 92 Jul 1800 LDT � Women RR 64 1461 414 0 0 23 Jul 1800 LDT ; Private RR 105 2396 620 0 0 35 Jul 1800 LDT Office 142 2519 1629 696 0 80 Jul 1800 LDT Office2 139 560 1083 689 0 49 Ju11800 LDT � Office3 107 479 848 619 0 37 Jul 1800 LDT � Storage 660 9671 7090 3050 0 327 Jul 1800 LDT ' Studio Rm 341 4748 3145 1516 0 150 Jul 1800 LDT ; , i AHU6 3110 30249 31240 11954 0 1533 Jul 1800 LDT � i � I i 2017-Jan-11 15:47:56 - wrightsoft° Right-Suite�Universal 2017 17 0.10 RSU07440 Page 6 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE I I Ri ht-SuiteO Universal 2017 Short Form �ob: C0117003 � • � wrightsoft° g Date: 01-03-17 , i AHU7 By: JND � Randy Watson Designs, Inc � I 13621 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � � � • ' • • ' I i For: Sunrise Manufacturing � Zephyrhills, FL � Htg Clg Htg Clg Outside db (°F) 43 90 Inside db (°F) 70 75 ' Outside RH (%) - 56 Inside RH (%) - 50 Outside wb (°F) - 77 Inside wb (°F) . - 63 Daily range (°F) - 14 Design TD (°F) 27 15 Moisture diff. (gr/Ib) - 54 , Heating Equipment Cooling Equipment � Make Carrier or Eqv. Make Carrier or Eqv. ' Model CH 14NA0480000A Model CH 14NA0480000A Type Split ASHP Type Split ASHP Efficiency 8.2 HSPF COP/ EER/SEER 14.5 Heating Input Sensible Cooling 32.7 MBtuh ; Heating Output 45.0 MBtuh @ 47°F Latent Cooling 13.3 MBtuh t Humidifier 18.0 gpd Total Cooling 46.0 MBtuh � Leaving Air Temp 70.0 °F Leaving Air Temp 55.0 °F Actual Heating Fan 0 cfm Actual Cooling Fan 1533 cfm Equipment Location AHU7 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan& Motor Combined Efficiency 0 °/a Static Pressure Across Fan 0 in H20 NAME Area Heat Sensible Latent Htg Clg Time , ft2 Loss Gain Gain cfm cfm Lobby 546 13502 11115 2724 0 607 Jul 1800 LDT Office4 147 2589 1532 705 0 74 Jul 1800 LDT ' Office6 147 2589 1532 705 0 74 Jul 1800 LDT Office7 151 2659 1561 715 0 75 Jul 1800 LDT Office5 151 2659 1561 715 0 75 Jul 1800 LDT Office8 342 7920 5161 1134 0 266 Jul 1800 LDT , Corridor2 304 764 3086 668 0 153 Jul 1800 LDT Office9 232 2979 1800 893 0 83 Jul 1800 LDT ! � Office12 147 578 974 705 0 41 Jul 1800 LDT Office10 151 589 988 715 0 42 Jul 1800 LDT � , Office11 151 589 988 715 0 42 Jul 1800 LDT � i AHU7 2468 37417 30297 10395 0 1533 Jul 1800 LDT ; � 2017-Jan-11 15:47:56 - wrightsoft° Right-Suite�Universal 2017 17.0.10 RSU07440 Page 7 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE a : � Right-Suitet4 Universal 2017 Load Summary Jab: C01970Q3 ; , �' wrightsoft° AHU1 Date: 01-03-17 � By: JND , � Randy Watson Designs, Inc � � 13823 US Highway 96 By Pass,Oade Gity,FL 33525 Phane:352-52&2077 � � e „ � � � For: Sunrise Manufacturing = � , Zephyrhills, FL , Zone`. AHU'1 GOOl.ING Lt�AD , 1. DESIGN CONDITIONS at Jul 9$00 LDT Peak load at Jul 9800 I.DT � Inside: 78 °F Outside: 9Q °F TQ: 12 °F RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F Sensible Latent � 2. SQLAR RADIATION THROUGH GLASS p - 3. TRANSMISSION GAINS Sensible 7182 - Walls: 2804 - _ Glass: p _ _ Doors: 192 - - Partitions: 0 _ _ Fioors: 0 - - Ceilings: 4187 - - 4, INTERNAL HEAT GAIN Sensible { Latent 29588 7500 Occupants: 2138 3750 - - � Lights: 3140 - - - E Motors: 0 _ _ I Appliances: 24310 3750 5. INFILTRA.TION; Outside air cfm: Q p p i 6. SUBTOTAL: Space laad Sensible Latent 36770 7500 Envelope 36770 7500 - - Less externai 0 - - _ Redistribution 0 p _ _ "7. SC7PPLY DUCT p _ 8. SUBT4TAL: Space(oad+_supp(y duct 36770 - Actuai cfm: 1900 at supply TD: 23 � 9. VENTILATION: Make-up air cfm: 157 2070 50q0 10. RETURNAIRLOAD: L.ighting t p�enum {net} 0 - I1. RETURIV DUCT p _ � 12. TOTAL LOADS ON EQUIPMENT ' ' 38840 125Q0 HEATING LOAD ' 13. DESIGN CONDITI4NS (Vlult: 1.0 i Inside: 70 °F Outside: 43 °F TD: 27 °F I 14. TRANSMISSION LOSSES $141 Wa11s: 3200 - � Glass: 0 - Doors: 199 - Partitions: 0 - Floors: 1135 - Ceilings: 3608 - ' iS. INFILTRA.TION: Outside air cfm: 0 p 16. SUBTOTAC.: Space load 814� Envelope 8941 - i Less external 0 _ i Less transfer Q _ ' Redistribution 0 _ I 17. SUPPLY DUCT: p i 18. VENTILATION: Make-up air cfm� 157 4671 � I I9. FI[JMIDIFtCATION �$gg ' Piping p 20. RETURN DUCT p 21. TUTAL HEATING LOAD ON EQUIPMENT �47�g , �" wrightsoft° Right-Suitek�l Universal 2017 17 0.10 RSU07440 2017-Jan-11 15:47:56 Page 1 lCOT17�o3-Sunrise ManufacturingiC0117fl03b.rup Catc=MNS House Front faces:SE i . � Right-SuiteO Universal 2017 Load Summary Job: C0117003 I i . �" wrightsoft° Date: 01-03-77 I i� � AHU2 By: JND � Randy Watson Designs, Inc � ' � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-52&2077 I I � • ' • • � For: Sunrise Manufacturing � Zephyrhills, FL � Zone: AHU2� � COOLING LOAD i 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT ; Inside: 78 °F Outside: 90 °F TD: 12 °F RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F , i Sensible Latent 2. SOLAR RADIATION THROUGH GLASS � 0 - , 3. TRAr1SMISSION GAINS Sensible 14207 - Walls: 7794 - - i Glass: p _ _ � � Doors: 1553 - - ; �� Partitions: 0 - - Floors: 0 - - � Ceilings: 4860 - - ' 4. INTERIYAL HEAT GAIN Sensible Latent 21484 6250 - Occupants: � 2138 3750 - - � Lights: 3140 - - - ; Motors: 0 - - - � i , ' Appliances: 16207 2500 � 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible Latent 35691 6250 Envelope 35691 6250 - - Less external 0 - - , - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 35691 - Actual cfm: 1900 at supply TD: 23 ' 9. VENTILATION: Make-up air cfm: 182 2401 5799 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOTAL LOADS O1V EQUIPMENT 38092 12049 HEATING LOAD i 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSIOH LOSSES 15861 � Walls: 8254 - Glass: 0 - Doors: � 1615 - , Fartitions: 0 - � Floors: 1805 - Ceilings: 4188 - 15. INFILTRATION: Outside air cfm: 309 9219 16. SUBTOTAL: Space load 25081 I Envelope 25081 - Less external 0 - Less transfer 0 - j Redistribution 0 ' 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 182 5417 19. HUMIDIFICATION 5943 � Piping 0 I 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 36441 � � WI'1 �'ItSOft' 2017-Jan-1115:47:56 ; 9 Right-Suite�Universal 2017 17.0.10 RSU07440 _ Page 2 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE . I Right-5uite0 Universai 2017 Load Summary .�ob: ca��oa� � • � wrigh�soft° Date: 01-43-i7 AHU3 By: JND � Randy Watson Designs, 1nc 13821 US Highway 98 Sy Pass,Dade City,FL 33525 Phane:352-523-2077 � i � • ' • • For: Sunrise Manufacturing Zephyrhills, FL � Zane: AH113 CCIOLING lt3AD � l. DESIGN CONDITIONS at Jul 1804 LDT Peak load at Jul 1800 LDT Inside: 78 °F Outside: 90 °F TD: 12 °F ' RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F Sensible Latent � 2. SULAR RA.DIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 16074 - Wal(s: 10444 - - Glass. 0 . - � Doors: p - - ' Partitions: 0 - - ' Ffoors: 0 - - Ceilings: 5630 - - 4. INTERNAL HEAT GATN Sensible Latent 19864 600� . , � Occupants: 2138 3750 - - Lights: 3140 - - - Motors: 0 - - - . ; Appliances: 14586 2250 - - ' S. INFILTRATION: Outside air cfm: 0 0 Q , ' 6. SUBTOTAL: Space(aad Sensible Latent 35938 6400 ' Envelope 35938 6p00 - - Less external 0 - - - Redistributian 0 0 - - '7. SUPPLY DUCT p _ , 8. SUBTOTAL: Space load+supply duct 35938 - Actual cfm: 1900 at supply TD: 23 9. VENTILATION: Make-up air cfm: 211 2781 6718 14, RETURN AIR LOAD: �ighting+ plenum (net} 0 - 11. RETURN DUCT Q - 12. TOTAL LOADS ON EQUIPMENT 38719 12718 HEATING LOAD 13. DESIGN CONDI'i'IONS Nlult: 4.0 i Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 17$49 I ' Walls: 1090� - � Glass; 0 - Doors: 0 - Partitians: 0 - E Floors: 2091 - Ceilings: 4851 - 15. INFILTRATION: Outside air cfm: 358 10680 16. SUBTOTAL: Space load 2g52g � Envelape 28529 Less externa( 0 - � Less transfer 0 - Redistribution 0 - 17. SUPPLY DiJCT: p � 18. VENTILATION: Make-up air cfm: 211 6276 I9. I�UMIDIFICATION $$$5 ! Piping 0 � 20. RETURN DUCT p � 21. TOTAL HEATING LUAD QN EQUIPMENT 416$9 WI"1 f'1�590ft° , 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 3 1C0117003-Suncise Nianufaciudng1G01170d36.rup Calc=MN5 House Front faces:SE i . I Righfi-SuiteC7 Universa! 2417 Load Summary �Qb: C0117003 . � wrightsaft° Uate: 01-03-17 � AHU4 By: JND � i Randy Watson Des�gns, 1nc i ' 13$21 US Nighway 8$By Pass,dade Cfty,FL 33525 Phone:352-523-2077 � • ' • • For: Sunrise Manufacturing ( ' Zephyrhills, FL I I � � ; I za��: A�ua coo�:f�� oAa i I 1. DESIGN COND[TIONS at Jul 18Q0 LDT Peak load at Ju! 1804 LDT � Inside: 78 °F Outside: 90 °F TD: 'f2 °F ' RH: 56 % MoistDiff: 46.9 gr/Ib Mul#: 1.0 Ins.wb 65 °F ; Sensible Latent , � 2. SOLAR RADIATION THROUGH GLASS 0 - ', 3. TRANSMISSION GAINS Sensible 13876 - , Wails: 9016 - - � Glass: 0 - - Doors: 0 - - ! Partitions: 0 ' - - Ftoors: 0 - - Ceilings: 4860 - - 4. INTERNAL HEAT GA1N Sensible Latent 29484 6254 Occupants: 2138 3750 - - , Lights: 3140 - - - � Motors: 0 - - - �. Appliances: 162Q7 2500 � S. INFILTRATION: Outside air cfm: 0 Q 0 � 6. SUBTOTAL: Space laad Sensible Latent 35380 6250 Envelape 35360 6250 - - Less externa! p - - - Redistribution 0 0 - - 7. S[JPPLY D[JCT p _ � 8. SUBTOTALc Space load+supply duct 35360 - Actuai cfm: 1900 a#supply TD: 23 - - , I 9. VENTILATION: Make-up air cfm: 182� 2401 5799 14. RETURNAIR LUAD: Lighting+plenum {net) 0 - 11. RETURN DUCT 0 - 12. TOTAL I.,OADS ON EQUIPMENT 37761 12049 , HEATING LOAD ' 13. DESIGN CONDITIONS Mu1t: 1.0 ( Inside: 70 °F Outside: 43 °F TD: 27 °F I 14. TRANSMISSION LOSSES 15408 Walls: 9436 - � Glass: 0 - Doors: 0 - , Parfitions� 0 - ( Floors: 18Q5 - i Ceilings: 4188 ' iS. INFILTRATION: Outside air cfm: 309 9219 16. SUBTOTAL: Space load 24627 Envelope 24627 - � Less externai 0 - I Less transfer 0 - ' Redistributian Q ( i 7. St7PFLY DUCT: Q ; 18. VENTILATION: Make-up air cfm� 182 5417 � _ 19. FiUMIDIFICATION �g43 Piping p 20. RETURN DUCT Q ' 21. TOTAL HEATING LOAD dN�QUIPMENT 3��$ � W�'�9h��Qft� Right-SuRe�Universal 2017 17 0.10 RSU07440 2017-Jan-11 15:47:56 Page 4 tC0117403-Sun�ise ManufacturinglCOt t7Q03b.rup Calc=MN5 Nouse Front faces:SE . Job: C0117003 � .- �" wrightsoft° RightSuiteO Universal 2017 Load Summary i AHU5 Byte� JND .�� Randy Watson Designs, Inc � 73821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 i � • ' • • For: Sunrise Manufacturing � Zephyrhills, FL Zone: AHU5 COOLING LOAD , 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 78 °F Outside: 90 °F TD: 12 °F � RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F , Sensible Latent . 2. SOLAR RADIATION THROUGH GLASS 0 - ' 3. TRANSMISSION GAINS Sensible 23379 - � Walls: 17506 - - ' Glass: 0 - - � Doors: 1542 - - Partitions: 0 - - � Floors: 0 - - Ceilings: 4331 � 4. INTERNAL HEAT GAIN Sensible � Latent 13381 6250 - Occupants: 2138 3750 - - � Lights: 3140 - - - i Motors: 0 - - - ' ; Appliances: 8103 2500 - - i 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 36760 6250 � Envelope 36760 6250 - - Less external 0 - - - ' Redistribution 0 0 - - , 7. SUPPLY DUCT 0 - _ 8. SUBTOTAL: Space load+ supply duct 36760 - , Actual cfm: 1900 at supply TD: 23 - - 9. VENTILATION: Mak�up air cfm: 162 2139 5168 ! 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - ' 12. TOTAL LOADS ON EQUIPMENT 38900 11418 � HEATING LOAD ; 13. DESIGN CONDITIONS MUIt: 1.0 � Inside: � 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 29178 � Walls: 19822 - i Glass: 0 - Doors: 1604 - Partitions: 0 - i Floors. 4020 - i Ceilings: 3732 - 15. INFILTRATION: Outside air cfm: 0 0 � 16. SUBTOTAL: Space load 29178 Envelope 29178 - Less external 0 - j Less transfer 0 - i Redistribution 0 I 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm: 162 4827 ! 19. HUMIDIFICATION 1960 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 35965 � � WI'1 htsoft° 2017-.1an-11 �5:47:ss � 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 5 \C0717003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE i � , � wrightsOft° Right-SuiteO Universal 2017 Load Summary Da e: 0103 173 I � AHU6 By: JND Randy Watson Designs, Inc 13821 US Highway 98 By Pass,Dade Cfty,FL 33525 Phone:352-523-2077 � • ' • • For: Sunrise Manufacturing j Zephyrhills, FL � Zone: AHU6 COOLING'LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F � Sensible Latent 2. SOLAR RADIATION THROUGI�I GLASS 720 - 3. TRANSMISSION GAINS Sensible 6197 - Walls: 4607 - - ' Glass: 211 - - Doors: 220 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1159 - - � 4. INTERNAL HEAT GAIN Sensible Latent 20155 2705 Occupants: 2110 1750 - - ' Lights: 2951 - - - ; � Motors: 0 - - � Appliances: 15094 955 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible Latent 27072 2705 � Envelope 27072 2705 - - Less external 0 - - - ' Redistribution 0 0 - - ; 7. SUPPLY DUCT - 0 - ' 8. SUBTOTAL: Space load+ supply duct 27072 - , Actual cfm: 1533 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 253 4168 9249 � � 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - 11. RETURN DUCT 0 - ' 12. TOTAL LOADS ON EQUIPMENT 31240 11954 � HEATING LOAD � 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 7g1g � Walls: 4289 - , ' Glass: 423 - � Doors: 205 - Partitions: 0 - Floors: 1990 - Ceilings: 912 - ' 15. INFILTRATION: Outside air cfm: 283 8427 � 16. SUBTOTAL: Space load 16246 Envelope 16246 - I Less external 0 - � Less transfer 0 - i Redistribution 0 � 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm: 253 7525 i 19. HUMIDIFICATION 6478 Piping 0 i 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 30249 ' �- wrightsoft� Right-Suite�Universal 2017 17.0.10 RSU07440 2017-Jan-11 15:47:56 Page 6 1C0717003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE i Right-SuiteO Universal 2017 Load Summary Job: C0117003 � - � wrightsoft° AHU7 Byte. JND -17 I Randy Watson Designs, Inc � - I 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 • � I • ' • • � � For: Sunrise Manufacturing � Zephyrhills, FL _ Zone:. AHU7 CO.OLING�OAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT � Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 4876 - ' 3. TRANSMISSION GAINS Sensible 7331 - Walls: 4739 - - � Glass: 2379 - - , Doors: 214 - - Partitions: 0 - - Floors: 0 - - Ceilings: 0 � 4. INTERNAL HEAT GAIN Sensible Latent 14655 2775 Occupants: 2971 2775 - - ' Lights:• 3193 - - - � Motors: 0 - - - Appliances: 8490 0 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible Latent 26863 2775 � Envelope 26863 2775 - - Less external 0 - - - ' Redistribution 0 0 - � 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 26863 - ; Actual cfm: 1533 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 208 3434 7620 10. RETURNAIRLOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOTAL LOADS ON EQUIPMENT 30297 10395 i HEATING LOAD � 13. DESIGN CONDITIONS Muft: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F i 14. TRANSMISSION LOSSES 13805 � Walls: 4809 - Glass: 5026 - � Doors: 199 •- i Partitions: 0 - Floors: 3770 - I Ceilings: 0 - ' 15. INFILTRATION: Outside air cfm: 355 10593 ! 16. SUBTOTAL: Space load 24398 � Envelope 24398 - , Less external 0 - , Less transfer 0 - � Redistribution 0 - ; 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 208 6200 ? 19. HUMIDIFICATIOIV 6819 Piping 0 ' 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 37417 wrl htsoft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 7 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE i � ' ' Job: C0117003 I RightSuiteO Universal 2017 Load Summary � • �" wrightsoft° Date: 01-03-17 � COpj/RIi1 By: JND � Randy Watson Designs, Inc 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 i � • ' . • ' \ I For: Sunrise Manufacturing . Zephyrhills, FL • Zone: Copy Rm COO�ING LOAD� 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT ' Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F � Sensible Latent 2. SOLAR RADIATION THROUGH GLASS � 0 ' - , 3. TRANSMISSION GAINS Sensible 359 - Walls: 359 - - � Glass: 0 - - , Doors: 0 - - , Partitions: 0 - - � Floors: 0 ' - - Ceilings: 0 - - � 4. INTERNAL HEAT GAIN Sensible Latent 1267 0 ' Occupants: 0 0 - - ; Lights: 188 - - - Motors: 0 - - - � ; Appliances: 1079 0 - - , � 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible � Latent 1626 0 . � Envelope 1626 0 - - Less external 0 - - - i Redistribution 0 0 - - � 7. SUPPLYDUCT 0 - ' 8. SUBTOTAL: Space load+ supply duct 1626 - Actual cfm: 92 at supply TD: 20 - - ' 9. VENTILATION: Make-up air cfm: 11 179 397 10. RETURPIAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 1804 397 � � HEATING LOAD 13. DESIGN CONDITIONS MUIt: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 648 � Walls: 398 - Glass: 0 - ; Doors: 0 - Partitions: 0 - ; Floors: 250 - Ceilings: 0 - � 15. INFILTRATION: , Outside air cfm: 24 703 I 16. SUBTOTAL: Space load 1351 Envelape 1351 - � Less external 0 - , Less transfer 0 - � Redistribution 0 - � ' 17. SUPPLY DUCT: 0 I 18. VENTILATION: Make-up air cfm. 11 323 � 19. HUMIDIFICATION 416 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2090 � WI'1 �'It50ft' 2017-Jan-1115:47:56 9 Right-Sufte�Universal 2017 17.0.10 RSU07440 Page 8 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MN5 House Front faces:SE ' RightSuiteO Universal 2017 Load Summary Job: C0117003 _ wright5oft° Corridor Date: 01-03-17 � By: JND I Randy Watson Designs, Inc 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-52&2077 � � � � . For: Sunrise Manufacturing - - � Zephyrhills, FL � Zane: Corridor COOLING LOAD - • I 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATIOI�1 THROUGH GLASS 0 - • 3. TRANSMISSION GAINS Sensible 349 - Walls: 130 - - Glass: p _ _ � Daors: 22p _ _ I Partitions: 0 � Floors: 0 - - � Ceilings: p I 4. INTERNAL HEAT GAIN Sensible Latent 9131 955 Occupants: 0 0 - - � ; Lights: 564 - - - ; � Motors: 0 - - i � Appliances: 8568 955 - - � 5. INFILTRATION: Outside air cfm: 0 0 0 � � 6. SUBTOTAL: Space load Sensible Latent 9481 955 ; Envelope 9481 955 - - Less external 0 - - - ; Redistribution 0 0 - - ' 7. SUPPLY DUCT p _ � 8. SUBTOTAL: Space load+ supply duct 9481 - Actual cfm: 537 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 59 969 2150 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETLIRN DUCT p _ 12. TOTAL LOADS ON EQUIPMENT 10449 3105 HEATING LOAD i 13. DESIGN CONDITIONS Mult: 1.0 j Inside: 70 °F Outside: 43 °F TD: 27 °F I 14. TRANSMISSION LOSSES 489 Walls: 144 - Glass: 0 _ i Doors: 205 - ; Partitions: 0 _ i Floors: 141 - Ceilings: 0 - I 15. INFILTRATION: Outside air cfm: 13 402 i 16. SUBTOTAL: Space load gg� , Envelope 891 - j Less external 0 _ � Less transfer 0 - � Redistribution 0 17. SUPPLY DUCT: p I 18. VENTILATION: Make-up air cfm: 59 1749 19. HUMIDIFICATION 873 Piping p 20. RETURN DUCT p ' 21. TOTAL HEATING LOAD ON EQUIPMENT 3513 "�' WI'1 �'ItSOft� 2017-Jan-11 15:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 9 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE I � ; i Right-SuiteO Universal 2017 Load Summary Job: C0117003 i _ � wrightsoft° Date: 01-03-17 Corridor2 By: JND � Randy Watson Designs, Inc I - i 13821 US Hlghway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 I � • ' • • � For: Sunrise Manufacturing � Zephyrhills, FL � � Zone: Corridor2 COOLING LOAD , 1. DESIGN CONDITIO1vS at Jul 1800 LDT Peak load at Jul 1600 LDT , Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - � 3. TRANSMISSION GAINS Sensible 0 - i Walls: 0 - - ' Glass: 0 - - - Doors: 0 - - � Partitions: 0 - - Floors: 0 - - ! Ceilings: 0 - - � 4. INTERNAL HEAT GAIN Sensible Latent �2785 0 � , Occupants: 0 0 - - ; Lights: 564 - - - Motors: 0 - - Appliances: 2221 0 - - � 5. IIYFILTRATION: Outside air cfm: 0 0 0 , ; 6. SUBTOTAL: Space load Sensible Latent 2785 0 � � Envelope 2785 0 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+supply duct 2785 - Actual cfm: 153 at supply TD: 20 , 9. VENTILATION: Make-up air cfm. 18 301 668 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 3086 668 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 i Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 0 � Walls: 0 - ' Glass: 0 - Doors: 0 - Fartitions: 0 - Floors: 0 - � � Ceilings: 0 - 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 0 � Envelope 0 - I Less external 0 - i Less transfer 0 - � Redistribution 0 - � 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 18 543 � 19. HUMIDIFICATION 221 ; Piping 0 � 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 764 WI'1 �'ItSOft° 2017-Jan-1115:47:56 g Right-SuiteQ�l Universal 2017 17 0.10 RSU07440 Page 10 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE , Right-SuiteO Universal 2017 Load Summary Job: C0117003 . �' wrightsoft° Date: 01-03-17 , CUb/C/@S By: JND Randy Watson Designs, Inc - � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phane:352-523-2077 � � • ' • • I For: Sunrise Manufacturing � Zephyrhills, FL ' Zone: Cubicles COOLING LOAD ' 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F I, RH: 56 % MoistDiff: 53.9, gNlb Mult: 1.0 Ins.wb 63 °F � , Sensible Latent , 2. SOLAR RADIATION THROUGH GLASS 0 - ' 3. TRANSMISSION GAINS Sensible 0 - � Walls: 0 - - Glass: 0 - - Doors: 0 - - � Partitions: 0 - - Floors: 0 - - Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 3191 600 Occupants: 698 600 - - , Lights: 376 - - - , Motors: 0 - - - ; Appliances: 2118 0 - - ; 5. INFILTRATION: Outside air cfm: 0 0 0 � i 6. SUBTOTAL: Space load Sensible Latent 3191 600 Envelope 3191 ' 600 - - Less external 0 - - - , Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 3191 - Actual cfm: 181 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 35 578 1283 10. RETURNAIRLOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOTAL LOADS ON EQUIPMENT 3769 1883 HEATING LOAD : 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F j 14. TRANSMISSION LOSSES 0 i Walls: 0 - i Glass: 0 - '� Doors. 0 - ' 'I Partitions: 0 - i Floors: 0 - Ceilings: 0 - ' 15. INFILTRATION: Outside air cfm: 0 0 � 16. SUBTOTAL: Space load 0 ; Envelope 0 - � Less external 0 - Less transfer 0 - i Redistribution 0 - i 17. SUPPLY DUCT: 0 , 18. VENTILATION: Make-up air cfm: 35 1044 I 19. HUMIDIFICATION 424 � Piping 0 ; 20. RETURN DUCT 0 Z1. TOTAL HEATING LOAD ON EQUIPMENT 1467 � � W1'1 htSOft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 11 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE • I RightSuiteO Universal 2017 Load Summary Job: C0117003 I . �' WI'IQhtSOft° LObb .- __ Bate: jN�03-17 I Y _ Y Randy Watson Designs, Inc ! , 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 I I� I I � • ' • � i For: Sunrise Manufacturing � ' Zephyrhills, FL � Zone: �obby COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 4429 - � 3. TRAKSMISSION GAINS Sensible 3055 - ' Walls: 1098 - - Glass: 1958 � Doors: 0 - - � Partitions: 0 - - � Floors: 0 - - ' Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 2843 975 � Occupants: 879 975 - - , Lights: 751 - - - ' Motors: 0 - - ; Appliances: 1213 0 - - 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 10327 975 , Envelope 10327 975 - - Less external 0 - - - Redistribution 0 0 ' 7. SUPPLY DUCT p _ I 8. SUBTOTAL: Space load+supply duct 10327 - Actual cfm: 607 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 48 788 1749 ; lo. RETURNAIRLOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 11115 2724 HEATING LOAD � � � 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 6524 i Walls: 1084 - Glass: 4181 - � Doors: 0 - , Partitions: 0 - I Floors: 1260 - Ceilings: 0 - I 15. INFILTRATION: Outside air cfm: 119 3539 16. SUBTOTAL: Space load 10063 � Envelope 10063 - Less external 0 - ; Less transfer 0 - � Redistribution 0 - � 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm. 48 1423 ' 19. HUMIDIFICATION 2015 � � Piping 0 20. RETURN DUCT � 0 21. TOTAL HEATING LOAD ON EQUIPMENT 13502 Wrl �7tSOft° 2017-Jan-1115:47:56 9 Right-Sufte�Universal 2017 17.0.10 RSU07440 Page 12 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MN5 House Front faces:SE i • Right-SuiteO Universal 2017.Load Summary Job: C0117003 i . � wrightsoft° Date: 01-03-17 , Men RR By: JND ,� Randy Watson Designs, Inc 13621 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 i � • ' • • I i' For: Sunrise Manufacturing �i Zephyrhills, FL � Zone: Men RR. COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT - � Inside: 75 °F Outside: 90 °F TD: 15 °F ' RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - , 3. TRANSMISSION GAINS Sensible 295 - � Walls: 295 - - Glass: 0 - - ' Doors: 0 - - � Partitions: 0 - - � Floors: 0 - - Ceilings: 0 � 4. INTERNAL HEAT GAIN Sensible Latent 94 0 � Occupants: 0 0 - - Lights: 94 - - - � Motors: 0 - - � Appliances: 0 0 - - , 5. I1�TFILTRATION: Outside air cfm: 0 0 0 ! , 6. SUBTOTAL: Space load Sensible Latent 389 0 , ! , Envelope 389 0 - - � Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - S. SUBTOTAL: Space load+ supply duct 389 - Actual cfm: 22 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 389 0 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 , Inside: 70 °F Outside: 43 °F TD: 27 °F , 14. TRANSMISSION LOSSES 532 Walls: 327 - , Glass: 0 - � Doors: 0 - Rartitions: 0 - ; Floors: 205 - � Ceilings: 0 - � 15. INFILTRATION: Outside air cfm: 19 577 16. SUBTOTAL: Space load 1110 � Envelope 1110 - � Less external 0 - � Less transfer 0 - � ' Redistribution 0 - � 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 0 0 � 19. HUMIDIFICATION 234 � , Piping 0 ' 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 1344 � WCI f1tSOft° 2017-Jan-1115:47:56 g Right-Suite�Univereal 2017 17.0.10 RSU07440 Page 13 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MNS Hause Frant faces:SE i i i . '� WrightSOft° RightSuiteO Universal 2017 Load Summary �ob: co��oos , AIlfg a - _. Byte: JND "17 i Randy Watson Designs, Inc - � � 73821 US Highway 96 By Pass,Dade City,FL 33525 Phone:352-52&2077 i � � • ' • � For: Sunrise Manufacturing Zephyrhills, FL ! Zone: Mfg a -COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT ! Inside: 78 °F Outside: 90 °F TD: 12 °F '; RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F , Sensible Latent ; 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible ` 7182 - Walls: 2804 - - ' Glass: 0 - - j Doors: � 192 - - , - Partitions: 0 - - � Floors: � 0 - - Ceilings. 4187 4. INTERNAL HEAT GAIN Sensible Latent 29588 7500 • ' Occupants: 2138 3750 - - Lights: 3140 - - - ; Motors: 0 - - - ' Appliances: 24310 3750 - - �7 5. IPTFILTRATION: Outside air cfm: 0 0 0 i 6. SUBTOTAL: Space load Sensible Latent 36770 7500 � Envelope 36770 7500 - - Less external 0 - - - Redistribution 0 0 - - � 7. SUPPLY DUCT 0 ; 8. SUBTOTAL: Space load+ supply duct 36770 - I Actual cfm: 1900 at supply TD: 23 - - '� 9. VENTILATION: Make-up air cfm: 157 2070 5000 ' 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 38840 12500 HEATING LOAD ' 13. DESIGN CONDITIONS MUIt: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 8141 Walls: 3200 - Glass: 0 - � Doors: 199 - � Partitions: 0 - Floors: 1135 - Ceilings: 3608 - ' 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 8141 ' Envelope 8141 - Less external 0 - Less transfer 0 - � Redistribution 0 - ' 17. SUPPLY DUCT: 0 i 18. VENTILATION: Make-up air cfm: 157 4671 , ! 19. HUMIDIFICATION 1896 Piping 0 - 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 14708 wri htsofE� 2017-Jan-1115:47:56 ' 9 Right-SuiteQ31 Universal 2017 17.0.10 RSU07440 Page 14 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE - o Right-SuiteO Universal 2017 Load,Summary Job: C0117003 . �' WI�19I7tSOft � __ Date: 01-03-17 �� IVlfg b . - sy: JND i I Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 I � • ' • � I For: Sunrise Manufacturing - � , Zephyrhills, FL - � Zone: Mfg b COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 78 °F Outside: 90 °F TD: 12 °F � RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F ; Sensible Latent � 2. SOLAR RADIATION THROUGH GLASS 0 - ' 3. TRANSMISSION GAINS Sensible 14207 - � Walls: 7794 - - Glass: 0 - - Doors: 1553 - - i Partitions: 0 - - Floors: . 0 - - � Ceilings: 4860 ; 4. INTERNAL HEAT GAIN Sensible Latent 21484 6250 = Occupants: 2138 3750 - - � Lights: 3140 - - - , i Motors:_ 0 � � Appliances: 16207 2500 - - � i 5. I1�TFILTRATIOK: Outside air cfm: 0 0 0 ' j 6. SUBTOTAL: Space load Sensible Latent 35691 6250 � � Envelope 35691 6250 - - Less external 0 - - - Redistribution 0 0 - - � 7. SUPPLY DUCT 0 - � 8. SUBTOTAL: Space load+ supply duct 35691 - Actual cfm: 1900 at supply TD: 23 9. VENTILATION: Make-up air cfm: 182 2401 5799 10. RETURPIAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 38092 12049 HEATING LOAD , 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 15861 VValls: 8254 - Glass: 0 - ; Doors: 1615 - �1 � Par.titions: 0 - � Floors: 1805 - � Ceilings: 4188 - � 15. INFILTRATION: Outside air cfm: 309 9219 � 16. SUBTOTAL: Space load 25081 Envelope 25081 - Less external 0 - Less transfer 0 - � Redistribution 0 - � 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm: 182 5417 ' 19. HUMIDIFICATION 5943 Piping 0 , 20. RETURN DUCT 0 ' 21. TOTAL HEATING LOAD ON EQUIPMENT 36441 � WCI �'ItSO'ft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 15 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MNS House Front faces:SE � • � i Right-SuiteO Universal 2017 Load Summary Job: C0117003 � . � wrightsoft° Date: 01-03-17 ; Mfg c By: JND ; Randy Watson Designs, Inc � - � 13821 US Highway 98 By Pass,Dade Cily,FL 33525 Phone:352-523-2077 � � • ' � • I For: Sunrise Manufacturing Zephyrhilis, FL ' Zone: Mfg c COOL.ING'.LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 78 °F Outside: 90 °F TD: 12 °F RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F � Sensible Latent � 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 16074 - Walls: 10444 - - � � Glass: 0 - - , Doors: 0 - - ' Partitions: 0 - - � ' Floors: 0 - - Ceilings: 5630 4. INTERNAL HEAT GAIN Sensible Latent 19864 6000 Occupants: 2138 3750 - - � Lights: 3140 - - - ' Motors: 0 - - - � 1 Appliances: 14586 2250 � � , 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible Latent � 35938 6000 � ' Envelope 35938 6000 - - Less external 0 - - - Redistribution 0 0 - _ ' 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 35938 - Actual cfm: 1900 at supply TD: 23 9. VENTILATION: Make-up air cfm: 211 2781 6718 ' 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 38719 12718 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 17849 Walls: 10907 - ; Glass: 0 - ; Doors: 0 - Partitions: 0 - � Floors: 2091 - Ceilings: 4851 - 15. INFILTRATION: Outside air cfm: 358 10680 16. SUBTOTAL: Space load 28529 Envelope 28529 - Less external 0 - Less transfer 0 - � Redistribution 0 - 17. SUPPLYDUCT: 0 � 18. VENTILATION: Make-up air cfm: 211 6276 19. HUMIDIFICATION 6885 Piping 0 20. RETURN DUCT 0 ' 21. TOTAL HEATING LOAD ON EQUIPMEIVT 41689 � WI'1 �'ItSOft' 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 16 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE . � Right-SuiteO Universal 2017 Load:_S.ummary Job: C0117003 . �" W I'19I7'tSOft° __ Date: 01-03-17 � Mfg d By: �Nu I� Randy Watson Designs, Inc - j 13821 US Highway 98 By Pass,Dade Cky,FL 33525 Phone:352-52&2077 I � • ' • � � - i I For: Sunrise Manufacturing - � Zephyrhills, FL ; Zone: Mfg d C.00LING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 78 °F Outside: 90 °F TD: 12 °F ' RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - , 3. TRANSMISSION GAINS Sensible 13876 - Walls: 9016 - - Glass: 0 - - Doors: 0 - - � Partitions: 0 - - Floors: 0 - - Ceilings: 4860 4. INTERNAL HEAT GAIN Sensible Latent 21484 6250 Occupants: 2138 3750 - - , Lights: 3140 - - - { Motors: 0 - - - , � Appliances: - 16207 2500 � 5. INFILTRATION: � Outside air cfm: 0 0 0 � 6. SUBTOTAL: � Space load Sensible Latent 35360 6250 ' Envelope 35360 6250 - - ' Less external 0 - - - Redistribution 0 0 - _ 7. SUPPLY DUCT 0 - , 8. SUBTOTAL: Space load+ supply duct 35360 - Actual cfm: 1900 at supply TD: 23 9. VENTILATION: Make-up air cfm: 182 2401 5799 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - � 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 37761 12049 HEATING LOAD � 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F I 14. TRANSMISSION LOSSES 15408 � Walls: 9416 - ' Glass: 0 - I Doors: 0 - ; Partitions: 0 - ' Floors: 1805 - Ceilings: 4188 - 15. INFILTRATION: Outside air cfm: 309 9219 � 16. SUBTOTAL: Space load 24627 Envelope 24627 - Less external 0 - Less transfer 0 - ! Redistribution 0 - 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 182 5417 � 19. HUMIDIFICATION 5943 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 35988 WI'1 �'ItSOft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 17 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE R umma Job: C0717003 � RightSuiteO Universal 2017 Load S ry WI�I �'1't50ft° Date: 01-03-17 I . g � Mfg e By: JND Randy Watson Designs, Inc � I _ � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � , � � � � � � i .... ._. i For: Sunrise Manufacturing _ � Zephyrhills, FL � � Zone: Mfg e COOLING LOAD ; 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT ' Inside: 78 °F Outside: 90 °F TD: 12 °F , RH: 56 % MoistDiff: 46.9 gr/Ib Mult: 1.0 Ins.wb 65 °F � Sensible Latent ' 2. SOLAR RADIATION THROUGH GLASS 0 - � 3. TRANSMISSION GAINS Sensible 23379 - � Walls: 17506 - - � Glass: 0 - - i Doors: 1542 - - Partitions: 0 - - � Floors: 0 - - ' Ceilings: 4331 , 4. INTERNAL HEAT GAIN Sensible Latent 13381 6250 Occupants: 2138 3750 - - ' , Lights: 3140 - - - � � Motors: 0 - - a Appliances: 8103 2500 - - ; 4 5. INFILTRATION: Outside air cfm: 0 0 0 , � 6. SUBTOTAL: Space load Sensible Latent 36760 6250 � Envelope 36760 6250 - - , Less external 0 - - - Redistribution 0 0 - - ! 7. SUPPLYDUCT 0 - + 8. SUBTOTAL: Space load + supply duct 36760 - Actual cfm: 1900 at supply TD: 23 , 9. VENTILATION: Make-up air cfm: 162 2139 5168 � 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOTAL LOADS ON EQUIPMENT 38900 11418 � HEATING LOAD ' , 13. DESIGN CONDITIONS Mult: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F � I 14. TRANSMISSION LOSSES 29178 ' '� Walls: 19822 - � I, Glass: 0 - � Doors: 1604 - � � Fartitions. 0 - � �i Floors: 4020 - � I Ceilings: 3732 - , 15. INFILTRATION: Outside air cfm� 0 0 16. SUBTOTAL: Space load 29178 Envelope 29178 - Less external 0 - Less transfer 0 - ; - Redistribution 0 - 1 17. SUPPLY DUCT: � i 18. VENTILATION: Make-up air cfm: 162 4827 i 19. HUMIDIFICATION 1960 Piping 0 ; 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 35965 ' � WCI �'ItSOft° 2017-Jan-1115:47:56 9 Right-Suite�sl Universal 2017 17 0.10 RSU07440 page 18 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MNS House Front faces:SE Job: C0117003 � . '� wrightsoft° Right�uite0 Universal 2017 Load Summary Date: 01-03-17 i Office By: JND � i Randy Watson Designs, Inc ' ' 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � � ' • • For: Sunrise Manufacturing ' Zephyrhills, FL Zone: Office COOLING LOAD � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT , Inside: 75 °F Outside: 90 °F TD: 15 °F , RH: 56 % MoistDiff: 53.9 r/Ib Mult: 1.0 Ins.wb 63 °F 9 Sensible Latent ! 2. SOLAR RADIATION THROUGH GLASS 1 SO - 3. TRANSMISSION GAINS Sensible 490 - � Walls: 437 - - � Glass: 53 - - ! Doors: 0 - ' Partitions: 0 - - � Floors: 0 - - , Ceilings: 0 � 4. INTERNAL HEAT GAIN Sensible Latent 736 200 � , Occupants: 233 200 - - Lights: �88 - - ' � Motors: � - ' � Appliances: 316 0 - - ' � 5. INFILTRATION: Outside air cfm: 0 0 0 ': 6. SUBTOTAL: Space load Sensible Latent 1406 200 Envelope 1406 200 - - � Less external 0 - - - � Redistribution 0 0 - - � 7. SUPPLY DUCT � - � 8. SUBTOTAL: Space load+ supply duct 1406 - ' Actual cfm: 80 at supply TD: 20 , " 9. VENTILATION: Make-up air cfm: 14 223 496 , 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 ' ; 12. TOTAL LOADS ON EQUIPMENT 1629 696 � HEATING LOAD ; 13. DESIGN CONDITIONS Mult: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 823 j Walls: 431 - � Glass: 106 - � Doors: 0 - � Partitions: 0 - I Floors: 286 - Ceilings: � - 15. INFILTRATION: Outside air cfm: 27 803 16. SUBTOTAL: Space load 1626 I Envelope 1626 - � Less external 0 - � Less transfer 0 - Redistribution 0 - 17. SUPPLY DUCT: � 18. VENTILATION: Make-up air cfm: 14 403 � 19. EIUMIDIFICATION 490 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2519 2017-Jan-11 15:47:56 � �- wrightsoft° Right-Suite�Universal 2017 17.0.10 RSU07440 Page 19 , \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE , i Right-SuiteO Universal 2017 Load Summary Job: C0117003 . �' wrightsoft° Date: 01-03-17 OffIC@�� By: JND , Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-52&2077 , � • ' � � For: Sunrise Manufacturing i Zephyrhills, FL , Zone: Offce10 COOLING LOAD � ' � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT , Inside: 75 °F Outside: 90 °F TD: 15 °F � RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent ' 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 0 - Walls: 0 - - � Glass: 0 - - Doors: � 0 - - � Partitions: 0 - - Flaors: 0 - - Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 756 200 Occupants: 233 200 - - ;- Lights: 188 - - - '; Motors: 0 - - Appliances: 336 0 - - � � 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 756 200 Envelope 756 200 - - - Less external 0 - - - Redistribution 0 0 ' - - ! 7. SUPPLY DUCT 0 - � 8. SUBTOTAL: Space load+ supply duct 756 - ' Actual cfm: 42 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 14 232 515 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - il. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 988 715 HEATING LOAD ; 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRAPISMISSION LOSSES - 0 Walls: 0 - ; Glass: 0 - � Doors: 0 - Fartitions: 0 - Floors: 0 - Ceilings: 0 - ' 15. INFILTRATION: Outside air cfm: 0 0 � 16. SUBTOTAL: Space load 0 � Envelope 0 - � Less external 0 - ; Less transfer 0 - ; Redistribution 0 17. SUPPLY DUCT: 0 I 18. VENTILATION: Make-up air cfm: 14 419 � 19. FIUMIDIFICATION 170 Piping 0 � 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 589 -F�- wrightsoft° Right-Suite431 Universal 2017 17.0.10 RSU07440 2017-Jan-11 15:47:56 Page 20 \C0117003-Sunrise Manufacturing\C0177003b.rup Calc=MN5 House Front faces:SE : i RightSuiteO Universal 2017 Load Summary Job: C0117003 � , �- WI'Ight50ft° Date: 01-03-17 � Office11 By: JND � Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 I . I ' • - � • I For: Sunrise Manufacturing . Zephyrhills, FL I Zone: Officell • COOLING LOAD I 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT ' Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 0 - Walls: 0 - - Glass: 0 - - Doors: 0 - - Partitions: 0 - - Floors: 0 - - � Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 756 200 , Occupants: 233 200 - - ' Lights: 188 - - - j Motors: 0 Appliances: 336 0 - - j 5. INFILTRATION: Outside air cfm: 0 0 0 { 6. SUBTOTAL: Space load Sensible Latent 756 200 � Envelope 756 200 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load + supply duct 756 - Actual cfm: 42 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 14 232 515 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 � 12. TOTAL LOADS ON EQUIPMENT 988 715 i HEATING LOAD ' 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F i 14. TRANSMISSION LOSSES 0 � Walls: 0 - Glass: 0 - ; Doors: 0 - Fartitions: 0 - ; Floors: 0 - ' Ceilings: 0 - ' 15. INFILTRATION: Outside air cfm: 0 0 i 16. SUBTOTAL: Space load 0 i Envelope 0 - � Less external 0 - i Less transfer 0 - Redistribution 0 - � 17. SUPPLYDUCT: 0 18. VENTILATION: Make-up air cfm: 14 419 ; 19. HUMIDIFICATION 170 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 589 � WCI �'ItSOft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 21 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE , . ; ; '� wrightsoft° Right-SuiteO Universal 2017 Load Summary Job: C0117003 ' Date: 01-03•17 � Office12 By: JND � Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 I � i • ' • • , For• Sunrise Manufacturing , Zephyrhills, FL Zone: Office12 COOLING LOAD � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROi1GH GLASS 0 - 3. TRANSMISSION GAINS Sensible 0 - , Walls: 0 - - • Glass: 0 - - Doors: 0 - - � I� Partitions: 0 - - i Floors: 0 - - , Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 746 200 ` Occupants: 233 200 - - ' Lights: 188 - - - Motors: 0 - - - � i Appliances: 326 0 - - ? 5. INFILTRATION: Outside air cfm: 0 0 0 � 6. SUBTOTAL: Space load Sensible Latent 746 200 I Envelope 746 200 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+supply duct 746 - Actual cfm: 41 at supply TD: 20 - - , 9. VENTILATION: Make-up air cfm: 14 228 505 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOT:AL LOADS ON EQUIPMENT 974 705 I I HEATING LOAD � 13. DESIGN CONDITIOI�IS Mult: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F • 14. TRANSMISSION LOSSES 0 , Walls: 0 - Glass: 0 - ; Doors: 0 - P_artitions: 0 - Floors: 0 - Ceilings: 0 - 15. INFILTRATION: Outside air cfm. 0 0 16. SUBTOTAL: Space load 0 � Envelope 0 - i Less external 0 - � Less transfer 0 - ; Redistribution 0 - � 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 14 411 i 19. HUMIDIFICATION 167 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 578 I � wri htsOft° zo�7-�an-ti ts:a7:ss � 9 Right-Suite�Universal 2017 17 0.10 RSU07440 Page 22 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE , ' � , � II � 9 q Right-Suitet� Uniuersal 2017 Load Summary Job: C0117403 ; � WI'1 htsoft Office2 Date: 01-03-17 , By: JND , Randy Watsan Designs, Inc � � � i 't3821 US Highway 88 By Pass,dads City,FL 33525 Phane:952-523»2077 � i ■ e „ � � i For: Sunrise Manufacturing � Zephyrhi!!s, FL Zane: Office2 COOLING LCJAD � 1. DESIGN CONDITIONS at Jui 1800 LDT Peak laad at Jul 1600 I.DT � Inside: 75 °F Outside: 90 °F TD: 15 °F ' RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SpLAR RADIATTON THROUGH CLASS 0 - 3. TRANSMISSION GAINS Sensible 0 - � Walls: 0 - _ Glass: 0 - - Doors: 0 - - � Partitians: 0 - - Floors: 0 - - Ceilings: Q - _ 4. INTERNAL HEAT GAIN Settsible Latent $62 zaa Occupants: 233 200 - - ' l.ights: 188 � ' Motars: 0 ` I - - - " � Appliances: 442 0 - - j , 5. INFILTRATIOIV: Outside air cfm: 0 0 0 , a 6. SUBTOTAL: Space laad Sensible Latent 862 200 � Envelope 862 200 - - Less external Q - - - Redistribution 0 p - _ '1. SUPPLY D[JCT p _ 8. SUBTOTAL: Space load+supply duct 862 - Actual cfm: 49 at supply TD: 20 9. VENTILATION: Make-up air cfm: 13 221 4$9 ' 10. RETU[tNAIR LUAD: �ighting+plenum (net} p - 11. RETURI�T DUCT p _ ; 12. TOTAL LOADS ON EQUIPMENT 10$3 689 • HEATING LOAD 13. DESFGN CONDITIONS {Vlult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSI4N LOSSES p � WaiEs: Q - Glass: 0 - � Doors: 0 - Partitions: 0 - , Floors: 0 - , Ceilings: 0 - 15. INFILTRA.TION: Outside air cfm: 0 0 � 16. SUBTOTAL: Space load p � Envelope 0 - Less external 0 - , Less transfer 0 - ; Redistribution 0 _ , t 7. SUPPLY DUCT: Q � 18. V�NTILATION: Make-up air cfm: 13 398 � 19. HUMIDIFICATIUN 162 j Piping p ' 20. RETURN DUCT p 21. TOTAL FIEATING LOAD ON EQUIPMEI�T 560 �.L. Wr� h��Q�, 2017-Jan-11 15:47:56 'I" 9 Right-Suite�Universal 2017 17.0.10 RSU07440 page 23 1C01170Q3-Sundse MartutacturirsglC0117003b.rup Ga2c=(v1N5 Hfluse Frant faces:SE , � m Right-SuiteO Universal 2017 Load Summary Job: C0117003 , � wrightsoft Date: 01-03-17 I Office3 By: JND � Randy Watson Designs, Inc � 73821 US Highway 98 By Pass,Dade Cfty,FL 33525 Phone:352-523-2077 - �"• I � • ' • • ' For: Sunrise Manufacturing Zephyrhills, FL ' Zone: Office3 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 0 - Walls: 0 - - Glass: 0 - - � Doors: 0 - - � Partitions: 0 - - Floors. 0 - - � Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 659 200 ; Occupants: 233 200 - - Lights: 188 - - - ' Motors: 0 - - - ' 1 Appliances: 238 0 - - ; 5. INFILTRATION: Outside air cfm: 0 0 0 , ; 6. SUBTOTAL: Space load Sensible Latent 659 200 Envelope 659 200 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLYDUCT 0 - 8. SUBTOTAL: Space load+supply duct 659 - Actual cfm: 37 at supply TD: 20 ; 9. VENTILATION: Make-up air cfm: 11 189 419 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - ' 12. TOTAL LOADS ON EQUIPMENT 848 619 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 0 ' Walls: o - Glass: 0 - � Doors: 0 - Partitions: 0 - Floors: 0 - ; Ceilings: 0 - 15. INFILTRATION: Outside air cfm� 0 0 � 16. SUBTOTAL: Space load 0 Envelope 0 - � Less external 0 - ; Less transfer 0 - � Redistribution 0 - I 17. SUPPLY DUCT: 0 ; 18. VENTILATION: Make-up air cfm� 11 341 � , 19. HUMIDIFICATION 138 � Piping 0 20. RETURN DUCT 0 2 t. TOTAL HEATING LOAD ON EQUIPMENT 479 � WCI f'1tSOft° 2017-Jan-1115:47:56 ; 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 24 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE , . i RightSuiteO Universal 2017 Load Summary Job: C0117003 � . �' Wrlyht50ft° Date: 01-03-17 I OffIC� By: JND � Randy Watson Designs, Inc I i 13821 US Highway 98 By Pass,Dade Cfty,FL 33525 Phone:352-523-2077 � i � � ' • • , For: Sunrise Manufacturing � Zephyrhills, FL ' Zone: O�ce4 COOLING LOAD � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT , Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent ' 2. SOLAR RADIATION THROUGH GLASS 54 - 3. TRANSMISSION GAINS Sensible 504 - Walls: 451 - - Glass: 53 - - ; Doors: 0 • - - Partitions: 0 - - Floors: 0 - - � Ceilings. 0 4. INTERNAL HEAT GAIN Sensible Latent 746 200 � Occupants: 233 200 - - Lights: 188 - - - , Motors: 0 - - - ; Appliances: 326 0 - - ! 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 1304 200 ' Envelope 1304 200 - - � Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 1304 - Actual cfm: 74 at supply TD: 20 ' 9. VENTILATION: Make-up air cfm: ,14 228 505 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - � 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 1532 705 , HEATING LOAD � ; 13. DESIGN CONDITIONS MUIt: 1.0 I Inside: 70 °F Outside: 43 °F TD• 27 °F � 14. TRANSMISSION LOSSES 846 � Walls: 446 Glass: 106 - � Doors: 0 - ' Partitions: 0 - ! Floors: 295 - Ceilings: 0 - , 15. INFILTRATION: Outside air cfm: 28 828 16. SUBTOTAL: Space load 1675 Envelope 1675 - ; Less external 0 - Lesstransfer 0 - � Redistribution 0 - , 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm: 14 411 ! 19. HUMIDIFICATION 503 Piping 0 , 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2589 � WI'1 �'ItSO'ft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 25 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE , Right-SuiteO Universal 2017 Load Summary Job: C0117003 � : �' wrightsoft° Date: 01-03-17 I Office5 By: JND I Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 , I � • ' • � ' For: Sunrise Manufacturing , Zephyrhills, FL Zone: Office5 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F , RH: 56 % MoistDiff: 53.9� gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 54 - I 3. TRANSMISSION GAINS Sensible 518 - Walls: 466 - - Glass: 53 - - Doors: 0 - - Partitions: 0 - - Floors: 0 - - � Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 756 200 Occupants: 233 200 - - � ; Lights: 188 - - - i Motors: 0 - - - � { Appliances: 336 0 - - i 5. INFILTRATION: Outside air cfm: 0 0 0 i 6. SUBTOTAL: Space load Sensible Latent 1328 200 ' Envelope 1328 200 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+supply duct 1328 - Actual cfm: 75 at supply TD: 20 - - , 9. VENTILATION: Make-up air cfm: 14 232 515 AD: L' h in + lenum net 0 - 10. RETURI�IAIRLO �g t g p ( ) , 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 1561 715 HEATING LOAD I 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F � , 14. TRANSMISSION LOSSES 869 ' Walls: 460 - Glass: 106 - j � Doors: 0 - Partitions: 0 - Floors: 304 , - Ceilings: 0 � - 15. INFILTRATION: Outside air cfm: 29 853 � 16. SUBTOTAL: Space load 1723 Envelope 1723 - ; Less external 0 - Less transfer 0 - ' Redistribution 0 - � 17. SUPPLY DUCT: 0 ;' 18. VENTILATION: Make-up air cfm: 14 419 I 19. HUMIDIFICATION 517 � Piping , 0 20. RETURN DUCT 0 ' 21. TOTAL HEATING LOAD ON EQUIPMENT 2659 � WI'1 �'ItSOft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17 0.10 RSU07440 Page 26 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE d RightSuiteO Universal 2017 Load Summary Job: C0117003 i . "� wrightsoft Date: 01-03-17 ; �fflC@s By: JND I Randy Watson Designs, Inc ; i 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 i ■ � � � � i For: Sunrise Manufacturing ' Zephyrhills, FL Zorie: Office6 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jui 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 54 - 3. TRANSMISSION GAINS Sensible 504 - Walls: 451 - - Glass: 53 - - Doors: 0 - - Partitions: 0 - - ' Floors: 0 - - Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 746 200 Occupants: 233 200 - - � Lights: 188 - - - , � Motors: 0 - - - Appliances: 326 0 - - � 5. INFILTRATION: Outside air cfm: 0 0 0 . 6. SUBTOTAL: Space load Sensible Latent 1304 200 Envelope 1304 200 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+ supply duct 1304 - ' Actual cfm: 74 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 14 228 505 � 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 1532 705 � HEATING LOAD � 13. DESIGN CONDITIONS Mult: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F , 14. TRANSMISSION LOSSES 846 Walls: 446 - - Glass: 106 - � , Doors: 0 - � Partitions: 0 - ' Floors: 295 - � Ceilings: 0 15. INFILTRATION: Outside air cfm: 28 828 i 16. SUBTOTAL: Space load 1675 � Envelope 1675 - � Less external 0 - i Less transfer 0 - � Redistribution 0 - � 17. SUPPLY DUCT: 0 ' 18. VENTILATION: Make-up air cfm: 14 411 ! 19. HUMIDIFICATION 503 Piping 0 ' 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2589 WCI htsoft° 2017-,1an-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 27 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE i' _ ; _ 'F�I' wrightsoft° RightSuiteO Universal 2017 Load Summary Job: C0117003 ; Date: 01-03-17 � OffIC@7 By: JND Randy Watson Designs, Inc � � 13821 US Highway 98 By Pass,Dade Cfty,FL 33525 Phone:352-523-2077 I � • ' � • I For: Sunrise Manufacturing . � Zephyrhills, FL Zone: Q�ce7 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent � 2. SOLAR RADIATION THROUGH GLASS 54 - 3. aRANSMISSION GAINS Sensible 518 - � Walls: 466 - - Glass: 53 - - � Doors: 0 - - � Partitions: 0 - - , Floors: 0 - - , Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 756 200 ; Occupants: 233 200 - - ; Lights: 188 - - - � � Motors: 0 1 li Appliances: 336 0 - - i � 5. INFILTRATION: Outside air cfm: 0 0 0 , 6. SUBTOTAL: Space load Sensible Latent 1328 200 Envelope 1328 200 - - , Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load+supply duct 1328 - Actual cfm: 75 at supply TD: 20 - - � 9. VENTILATION: Make-up air cfm: 14 232 515 lo. RETURNAIRLOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT 0 - � 12. TOTAL LOADS ON EQUIPMENT 1561 715 � � HEATING LOAD i � 13. DESIGN CONDITIONS MUIt: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 869 � Walls: 460 - Glass: 106 - � Daors: 0 - , Partitions: 0 - � Floors: 304 - � Ceilings. 0 - ; 15. INFILTRATION: Outside air cfm: 29 853 ' 16. SUBTOTAL: Space load 1723 ; Envelope 1723 - � Less external 0 - � Less transfer 0 - Redistribution 0 - � 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 14 419 � 19. HUMIDIFICATION 517 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2659 , WCI �'ItSOft� 2017-Jan-1115:47:56 9 Right-Suite�l Universal 2017 17 0.10 RSU07440 Page 28 \C0117003-Sunrise Manufacturing\C01170o3b.rup Calc=MNS House Front faces:SE I - - i Right-SuiteO Universal 2017 Load Summary Job: C0117003 i � , � wrightsoft° Office8 Byte� JND "17 i Randy Watson Designs, Inc - , � � � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � � • • � , For: Sunrise Manufacturing Zephyrhills, FL Zone: Offce8 COOLING LOAD t. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 °/a MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 172 - 3. TRANSMISSION GAINS Sensible 1738 - � Walls: 1366 - - Glass: 158 - - Doors: 214 - - Partitions: 0 - - Floors: 0 - - Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 2829 200 Occupants: 233 200 - - Lights: 376 - - - , Motors: 0 - - - Appliances: 2221 0 j 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 4740 200 Envelope 4740 200 - - Less external 0 - - - Redistribution 0 0 - - � 7. SUPPLY DUCT p _ 8. SUBTOTAL: Space load+ supply duct 4740 - Actual cfm: 266 at supply TD: 20. - - , 9. VENTILATION: Make-up air cfm: 25 421 934 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT p _ 12. TOTAL LOADS ON EQUIPMENT 5161 1134 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 ' Inside: 70 °F Outside: 43 °F TD: 27 °F � 14. TRANSMISSION LOSSES 2934 � Walls: 1426 - ' Glass: 317 - � Doors: 199 - � -Partitions: 0 - ' Floors: 992 - ' Ceilings: 0 - ; 15. INFILTRATION: Outside air cfm: 94 2786 , 16. SUBTOTAL: Space load 5720 Envelope 5720 - � Less external 0 - i Less transfer 0 - Redistribution 0 - � 17. SUPPLY DUCT: 0 ; " 18. VENTILATION: Make-up air cfm� 25 760 19. HUMIDIFICATION 1440 ' Piping 0 20. RETURN DUCT 0 21. TOTAL I-IEATING LOAD ON EQUIPMENT 7920 WI'1 �'1tSOft° 2017-Jan-1115:47:56 9 Right-Suite�l Universal 2017 17 0.10 RSU07440 Page 29 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE . i RightSuiteO Universal 2017 Load Summary Job: C0117003 � : �' WI'ight50ft° Date: 01-03-17 Office9 ay: JND ; Randy Watson Designs, Inc ! i � 13821 US Highway 98 By Pass,Dade Cfty,FL 33525 Phone:352-523-2077 � � • ' • • ! For: Sunrise Manufacturing Zephyrhills, FL � Zone: Office9 COOLING LOAD � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT � Inside: 75 °F Outside: 90 °F TD: 15 °F � RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F � Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 59 - 3. TRANSMISSION GAINS Sensible 493 - ' Walls: 441 - - Glass: 53 - - , Doors: 0 - - Partitions: 0 - - Floors: �0 - - Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 936 200 Occupants: 233 200 - - � Lights: 188 - - - ' Motors: 0 - - - � Appliances: 515 0 ; 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 1488 200 ' Envelope 1488 200 - - Less external 0 - - - ' Redistribution 0 0 - - , ', 7. SUPPLY DUCT 0 - , 8. SUBTOTAL: Space load+supply duct 1488 - Actual cfm: 83 at supply TD: 20 � 9. VENTILATION: Make-up air cfm: 19 312 693 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - 11. RETURN DUCT 0 - � ' 12. TOTAL LOADS ON EQUIPMENT 1800 893 ; HEATING LOAD I 13. DESIGN CONDITIONS MUIt: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F i 14. TRANSMISSION LOSSES 916 , Walls: 488 - ; Glass: 106 - Doors: 0 - -Partitions: 0 - j Floors: 322 - Ceilings: 0 - 15. INFILTRATION: Outside air cfm: 30 904 � 16. SUBTOTAL: Space load 1819 Envelope 1819 - � Less external 0 - � Less transfer 0 - Redistribution 0 - � 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm� 19 564 � 19. HUMIDIFICATION 596 Piping 0 20. RETURN DUCT 0 21. TOTAL HEA'FING LOAD ON EQUIPMEIYT 2979 � WI'1 f'ItSOft' 2017-Jan-1115:47:56 ; 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 30 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE I i , I Right-SuiteO Universal 2017 Load Summary �ob: co��oos . "� wrightsoft° Date: 01-03-17 Private RR By: JND Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � ■ � � � � For: Sunrise Manufacturing � Zephyrhills, FL Zone: Private RR C.00LING LOAD ; 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT ; Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 526 - Walls: 526 - - Glass: 0 - - Doors: 0 - - Partitions: 0 - - Floors: 0 - - Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 94 0 Occupants: 0 0 - - � Lights: 94 - - - � Motors: 0 - - - { � Appliances: 0 0 - - � 5. INFILTRATION: Outside air cfm: 0 0 0 i 6. SUBTOTAL: Space load Sensible Latent 620 0 ' Envelope 620 0 - - • Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load + supply duct 620 - Actual cfm: 35 at supply TD: 20 , 9. VENTILATION: Make-up air cfm: 0 0 0 � 10. RETURNAIRLOAD: Lighting+ plenum (net) 0 - � 11. RETURN DUCT 0 - ' 12. TOTAL LOADS ON EQUIPMENT 620 0 � HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 949 I Walls: 583 - Glass: 0 - i ' Doors: 0 - � Partitions: 0 - � Floors: 366 - � Ceilings: 0 - ; 15. INFILTRATION: Outside air cfm: 35 1029 I 16. SUBTOTAL: Space load 1978 ' Envelope 1978 - � Less external 0 - Less transfer 0 - Redistribution 0 - ; , 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 0 0 � 19. HUMIDIFICATION 418 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 2396 � WI'1 �'ItSOft' 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17 0.70 RSU07440 Page 31 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE � Job: C0117003 � "�' wrightsoft° Right-SuiteO Universal 2017 Load Summary � ; Date: 01-03-17 Sforage By: JND Randy Watson Designs, Inc � , � � 13821 US Highway 98 By Pass,Dade CHy,FL 33525 Phone:352-523-2077 ' ' ■ • ' � � i For: Sunrise Manufacturing � Zephyrhills, FL � Zone: Storage COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT � Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F � • Sensible Latent ' 2. SOLAR RADIATION THROUGH GLASS 360 - 3. TRANSMISSION GAIKS Sensible 2994 - Walls: 1729 - - Glass: 105 - - ' Doors: 0 - - ' Partitions: 0 - - ' Floors: 0 - - Ceilings: 1159 ' 4. INTERNAL HEAT GAIN Sensible Latent 2429 150 , Occupants: 250 150 - , - Lights: 603 - - - ; Motors: 0 - - - s Appliances: 1576 0 - - � 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 5783 150 Envelope 5783 150 - - � Less external 0 - - - Redistribution 0 0 - - 7. SUPPLY DUCT 0 - ' 8. SUBTOTAL: Space load + supply duct 5783� - Actual cfm: 327 at supply TD: 20 9. VENTILATION: Make-up air cfm: 79 1307 2900 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - , 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 7090 3050 ; HEATING L-OAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 43 °F TD: 27 °F 14. TRANSMISSION LOSSES 2374 Walls: 1251 - Glass. 211 - Doors: 0 - Partitions: 0 - Floors: . 0 - � Ceilings: 912 - ' 15. INFILTRATION: Outside air cfm: 95 2830 ! 16. SUBTOTAL: Space load 5204 � Envelope 5204 - ; � Less external 0 - Less transfer 0 - � Redistribution 0 � - � 17. SUPPLY DUCT: 0 j ' 18. VENTILATION: Make-up air cfm: 79 2360 ; 19. HUMIDIFICATION 2107 � Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 9671 � WI'1 �'1tSOft° 2017-Jan-1115:47:56 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 32 \C0117003-Sunrise Manufacturing1C0117003b.rup Calc=MNS House Front faces:SE , i ' ; Right-SuiteO Universal 2017 Load Summary Job: C0117003 i � ° wrightsoft° StUd%O Rlll Date: 01-03-17 By: JND � Randy Watson Designs, Inc i 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-523-2077 � I � � ' � • I For: Sunrise Mantafacturing i Zephyrhills, FL Zorie: Studio Rm COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 °F Outside: 90 °F TD: 15 °F RH: � 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 • Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 180 - 3. TRANSMISSION GAINS Sensible 864 - Walls: 811 - - � Glass: 53 - - Doors: 0 _ _ Partitions: 0 - - Floors: p _ _ Ceilings: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 1598 400 ; Occupants: 465 400 - - . Lights: 376 - - _ � Motors: 0 - - - ; Appliances: 758 0 - - ; 5. INFILTRATION: Outside air cfm: 0 0 0 ! 6. SUBTOTAL: Space load Sensible Latent 2642 400 ' Envelope 2642 400 - - Less external 0 - - , Redistribution 0 0 - - 7. SUPPLY DUCT p _ 8. SUBTOTAL: Space load+supply duct 2642 - Actual cfm: 150 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 30 503 1116 10. RETURNAIR LOAD: Lighting+ plenum (net) 0 - 11. RETURN DUCT p _ � 12. TOTAL LOADS ON EQUIPMENT 3145 1516 HEATING LOAD , 13. DESIGN CONDITIONS MUIt: 1.0 � Inside: 70 °F Outside: 43 °F TD• 27 °F , 14. TRANSMISSION LOSSES 1425 Walls: 801 - ' Glass: 106 - � Doors: 0 - � Partitions: 0 - Floors: 518 - ' Ceilings: 0 - ! I5. INFILTRATION: Outside air cfm. 49 1456 i 16. SUBTOTAL: Space load 2881 Envelope 2881 - ; Less external 0 - Less transfer 0 - � Redistribution 0 - , 17. SUPPLY DUCT: 0 � 18. VENTILATION: Make-up air cfm: 30 908 19. HUMIDIFICATION 960 ' Pipin9 0 20. RETURN DUCT p 21. TOTAL HEATIIYG LOAD ON EQUIPMENT 4748 WI'1 �'ItSO�� 2017-Jan-1115:47:56 9 Right-Suite�il Universal 2017 17.0.10 RSU07440 Page 33 1C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MNS House Front faces:SE i i I ' Right-SuiteO Universal 2017 Load Summary Job: C0117003 _ � wrightsoft° Date: 01-03-17 � Women RR By: JND Randy Watson Designs, Inc � 13821 US Highway 98 By Pass,Dade City,FL 33525 Phone:352-52&2077 � • ' • • For: Sunrise Manufacturing Zephyrhills, FL Zone: Women RR COOLING LOAD � 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT , Inside: 75 °F Outside: 90 °F TD: 15 °F RH: 56 % MoistDiff: 53.9 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 - 3. TRANSMISSION GAINS Sensible 321 - Walls: 321 - - Glass: 0 - - Doors: 0 - - � Partitions: 0 - - Floors: 0 � - - , Ceilings: 0 4. INTERNAL HEAT GAIN Sensible Latent 94 0 Occupants: 0 0 - - � Lights: 94 - - - , j Motors: 0 - - Appliances: 0 0 - - { 5. INFILTRATION: Outside air cfm: 0 0 0 ; 6. SUBTOTAL: Space load Sensible Latent 414 0 � Envelope 414 0 - - Less external 0 - - - Redistribution 0 0 - - 7. SUPPLYDUCT 0 - � S. SUBTOTAL: Space load+supply duct 414 - Actual cfm: 23 at supply TD: 20 � 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURNAIRLOAD: Lighting+ plenum (net) 0 - ; 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 414 0 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 � Inside: 70 °F Outside: 43 °F TD: 27 °F j 14. TRANSMISSION LOSSES 579 ; Walls: 355 - Glass: 0 - ; Doors: 0 - � Partitions: 0 - ' Floors: 223 - � � Ceilings: 0 - � 15. INFILTRATION: Outside air cfm. 21 628 � 16. SUBTOTAL: Space load 1206 � Envelope 1206 - � Less external 0 - � ' Less transfer 0 - j Redistribution 0 - ' 17. SUPPLY DUCT: 0 i 18. VENTILATION: Make-up air cfm: 0 0 i 19. HUMIDIFICATION 255 Piping � 20. RETURN DUCT 0 ' 21. TOTAL HEATING LOAD ON EQUIPMENT 1461 _�y WI'1 htsoft° 2017-Jan-1115:47:56 '�" 9 Right-Suite�Universal 2017 17.0.10 RSU07440 Page 34 \C0117003-Sunrise Manufacturing\C0117003b.rup Calc=MN5 House Front faces:SE ' Jacqueline Boges From: Jacqueline Boges Sent: Tuesday, February 20, 2018 9:55 AM To: Duke Energy(floridamunicipalities@duke-energy.com) Subject: please see below city of zephyrhills Attachments: 38705.pdf Hello, Jackie,from the City of Zephyrhills and I need permanent power for new construct metal building at the address of 4035 Correia Dr Zephyrhills FI 33542—bp#18480 . I also attached a disconnect/removal of ineter that is needed for the address of 38705 Rose Lane Zephyrhills FI 33542. Could you please acknowledge of this email you mail via email if easier.Will serve as part of permit and demolition file for our record. Thank you have a great rest of your day. _ , {'-4� �h 4.� S• L " I ; - 'nt.°F ..+f �� (1.. _ i� � _ , J - -��.r� dackic Boges = _ -.. . ::��.�°+ - 8>3-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal 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. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 �� Jacqueline Boges From: Bill Burgess ' Sent: Wednesday, April 26, 2017 1:34 PM ' To: Jacqueline Boges Subject: FW: Sunrise Properties/Sunrise Manu. Facility-Park Place 4035 Correia Dr. FYI - - ----- - ------- --- - ---- --__--- ------- --------- - From:Todd Vandeberg Sent:Wednesday,April 26,2017 9:51 AM To:Tyler Pohjolainen <sunrisepropertiesinc@gmail.com> Cc:Steve Billiter<steveb@rymanconstruction.com>;Shane LeBlanc<sleblanc@ci.zephyrhills.fl.us>; Bill Burgess <bburgess@ci.zephyrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephyrhills.fl.us>;Audrey McGuire <AMcGuire@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: RE:Sunrise Properties/Sunrise Manu. Facility- Park Place 4035 Correia Dr. Tyler, We will approve the site plan with conditions the following conditions: 1.) Landscape/tree mitigation items; 2.) Address the multi-purpose trail item; 3.) A final as-built and letter certifying completion of construction by the civil engineer and landscape architect ' following their review of the completed site work. ' These items shall need to be addressed/a roved b the Plannin De t rior to issuance of th Pp Y g p p e building C.O. Thanks, �.re� • � d��Vl� ; �;��r � ; ' � . . ► �, . �- �� _ - . � _ �,j� �� _ ��' _ �ocfd-3�. 1Tand-e Berg Director of Planning Planning Department City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Phone: 813.780.0006 Fax: 813.780.0005 vandeber�@ci.zephyrhills.fl.us "It's not the Plan that's important.... it's the Planning" 1 � Jacqueline Boges From: Jacqueline Boges Sent: Wednesday,August 23, 2017 11:45 AM To: 'Imorel@tampabay.com' Subject: FW: Tampa Bay Times reporter inquiry Attachments: TBT Zephyrhills records request.doc; sunr'ise.pdf Hello Laura, Per your request see attachment for building permit Sunrise . If you should need anything else let me know. You are welcome. ,z 5 �i�� - �' �� ;� �,;.i i � k. � �_ -[ --J ll � dackie Boges - -: -- 813-780-0020 ext 35>3 "A rule I have had for years is.to treat the Lord Jesus Christ as a personal 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. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Lori Hillman � Sent:Wednesday,August 23,201711:07 AM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Cc: Bill Burgess<bburgess@ci.zephyrhills.fl.us>;Jessica Carter<JCarter@ci.zephyrhills.fl.us> Subject: FW:Tampa Bay Times reporter inquiry Jackie, Please forward the information requested on the attachment to fulfill a public records request. Lori Hillman City Clerk, CMC , City of Zephyrhills ; �I 5335 Eighth Street I Zephyrhills, FL 33542 I, (813)780-0000, Ext.#3543 �!� From: Laura Morel [mailto:lmorel@tampabav.com] Sent:Wednesday,August 23, 2017 11:02 AM i To: Lori Hillman<LHillman@ci.zephyrhills.fl.us> ', Subject:Tampa Bay Times reporter inquiry ' 1 � Good morning, Please see the attached records request. Thank you! Laura C. Morel Reporter � Tampa Bay Times C: (786) 350-8996 @lauracmorel z � I � ' • ' ° � , � � , �-�� Document A103�' - 2017 � Sfanc�ard Forrr► of Agreenr►enf Between Owner and Contracfor where the basis , � of payment is fhe Cosf of fhe Work Plus a Fee wifhout a Guaranfeed Maximum Price � � AGREEAflENT made as of the 21st day of April in the yeaz 2017 _ (In words, i�rdicate day,mordh arrd year.) ADD1710NS AND DELETIONS: The author of this document has BETVIIEEN the Owner: • �added information needed for its (Na»te,legal status,address and other information) completion.The author may aiso have revised the text of the original Sunrise Properties of Zephyrhills,Inc. AIA standard form.M Additions and ' 6520 Fort I{ing Rd. DeleSons Reportthat notes added Zephyrhilis,FL 33542 information as well as revisions to the standarcl fortn text is available ' fram the author and should be � and the Contractoi' reviewed.A vertical line.in the left (Name,legal status,adilress cmd other informadion) margin of this document indicates where the author has added , Ryman Constivction of Florida,Inc. necessary informatibn and wtiere ' 36413 SR 54 the author has added to or deleted j from tF►e original AIA fext. Zephyrhills,FL 33541 ' This document has important legal i consequences.Consultadon with an for the following Project: attamey is encouraged with respect (Name,Zocation and detailed description) to its completion or modfication. , Sunrise Pro erties Mf .Facili The parties should complete P g tY A703 2017,ExhibitA,lnsurance ' 4435 Correia Dr. and eonds,contemporaneously with ' ZephyrhilLs,FL 33542 this Agreement.AIA Document • 19,800 sq.ft.metal bnilding&Site Work A201 TM'2077,General C.andi6ons � � of the Conlract for Conshuction,is � �� i The Arclutect: adopted in this document by � I� (Name,legal status,add�ess and other informatiorr) reference.Do not use with other � , general condiBons unless this I Randy Watson Designs,Inc. document is modified. � 13821 U.S.Hwy.98 By Pass , Dade City,FL 33523 i The Owner and Contractor agree as follows. ; ; � � i � i � i � , � AIA Document A1037}°—2017.Copyright�2001,2007 and 2017 by The American InstiWte of Arctidect5.All righfs reserved.WdRNIfdG:Yhis AIA� ' nit Docume�it Is protected by U.S.Copyright,Law and Intemational TreaHes:UnautlioNaed'reprotluotion or dls4ribuHon of tfils dIA�Document,or any 9 � portton of it,may result in severe civil and criminal penaldes,.and uidll 6e piosecuted to the maxlmum exbent possilite under the law.This dacument / was produced by AIA soflware at 07:15:48 0�04/2'1/2017 under Orde�No.2043513589 virhich expires an 04/OM2018,and is not for resale. ' User Notes: (369ADA20) , I � , i . � , , ; ; � � TABLE OF ARTICLES � 1 THE CONTR�►CT DOCUMENTS � 2 THE WORK OF THIS CONTRACT ! 3 RELATIOfl1SHIP OF THE PARTIES 4 DATE OF COMMENCEMEtdT AND SUBSTANTIAL COflHPLETION i 5 CONTRACT SU�I I 6 CHANGES IN THE VIfORK I 7 COSTS TO BE REIfl�BURSED 8 COSTS NOT TO BE RElfiIiBURSED , 9 DISCOUNTS,REBAT�S ARID REFUNDS 10 SUBCONTRACTS AND OTHER AGREEMEMTS 97 ACCOUNTING RECORDS ' ! _ ; 12 PAYMEPITS i 93 DISPUTE RESOLUTIOIN � 14 TEP.Ni1NATI0iN OR SUSPEf�S101V � 15 MISCELLAfNEOUS PROVISIOi�S � 96 ENUMERATION OF COAITR�►CT DOCUflflENTS , EXHIBIT A IPISURANCE APlD BORIDS , ARTICLE 7 THE COflITRACT DOCUMENTS The Contract DocumBnts consist of this Agreement,Conditions of the Contract(General,Supplementary and other ' Conditions),Dra.wings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement,and Modifications issued after execution of this Agreement,all of which form the Coniract and ; are as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the � entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or � agreements,eifher written or oral.If anything in the other Contract Documents,other than a Modification,is ' ' inconsistent with this Agreement,this Agreement shall govern An enumeration of the Contract Documents,other than a Modification,appears in Article 16. I ARTICLE 2 THE WORK OF THIS COI�TRACT � The Contra.ctor shall fully execute the Work described in the Contract Documents,except as specifically indicated in the Co�nct Documents to be the responsibility of others. � ARTICLE 3 RELATlOiUSHIP OF THE PARTIES The Contractor accepts the relationslup of trust and confidence established by this Agreement and covenants with � the Owner to cooperate with the Architect and exercise the Contractor's skill and judgment in furthering the interests i of the Owner;to furnish efficient business administration and supervision;to fumish at all times an adequate suppiy ; of workers and materials;and to perform the Work in an expeditious and economical manner consistent with the ' � � i AIA Dwume�A103TM'-2017.Capyright�2001,2007 and 2017 by The American Institute ofA�chlteots.All rights reserved.WARNIfiIG:This dIA° Init Document is peotected by U.S.Copyright Law and intemattonal Treaties.Unauthorized reproduction or dlshibufilbn of thls AIA°Document,oe any Z � portion of tt,may result in sevsre cfvfl and crtmfnal penaitles,and wiil be proseeuted to Fhe masimum extent possi6te under the law.This document / was produced by AIA soRware at 07:15:48 on 04/21/2017 under Order No.2043513589 which expires an 04/04/2018,and is notfar resale. , User NoteS: (3B9�� i I ! � i � � � I I I I Owner's interests.The Owner aa ees to furnish and approve,in a timely manner,information required by the � Contractor and to make payments to the Contractor in accordance with the requirements of the Contract Documents. i ARTICLE 4 DA.TE OF CO�IMENCEMEf�T AND SUBSTAf�TIAL CO�IPLETIOId � §4.1 The date of commencement of the Work shall be: � (Check one of the f.ollowing boxes.) � i � [APRIL 21,2017 ] The date of this Agreement. - � � [APRIL 21,2017 ] A date set forth in a notice to proceed issued by the Owner. [ ] Established as follows: (Irrsept a date or a mearrs to deterinine the date of com�rrencement of the Worl�) � Approved Permits If a date of commencement ofthe Work is not selected,then the date of commencement shail be the date of this Agreement. §4.2 The Contract Time shall be measured from the date of commencement of the Work. §4.3 Subs�antial Compietion §4.3.1 Subject to adjusiments of the Contract Time as provided in the Contract Documents,the Contractor shall achieve Substanrial Completion of the entire Work: i (Check one of the fodlowing boxes a�d complete fhe necessary infoYmation) � i � [ ] Not later than 7 Months ( )calendar days from the date of commencement of the Work. � � [ ] By the following date:N/A §4.3.2 Subject to adjustments of the Contract Time as provided in the Contract Docaments,if portions of the Vflork are to be completed prior to Substantial Completion of the entire VJork,the Coniractor shall aclueve Substantial Completion of such portions by the following dates: , Portion of Iflloek Substantial Completion Date � � N/A N/A ; §4.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Secrion 4.3,Liquidated Damages, � if any,shall be assessed as set forth in Section 5.1.6. ARTICLE 5 COM'RACT SU�I � §5.1 The Owner shall pay the Contractor the Conlract Sum in current funds for the Contractor's performance of the � Contract.The Contract Sum is the Cost of the Work as defined in Article 7 plus the Conlractor's Fee. ; §5.9.9 The Contractor's Fee: (State a lump sum,percet�tage of Cost of the Wor/� or other provision for determirring the Contraetor's Fee.) � I Project Nlanagemern&Overhead:$49,000.00 � Builder's Fee for Project Management:4%of project cost with a minim�to be no less than$50,000.00 �9D'�'{�D�� i Project Cost w/o Builders Fee,Project Management Fee&Overhead:Estimated$1,309,022.00 �� ' ��U�DOb�D� §5.9.2 The method of adjustment of the Contractor's Fee for changes in the Work: j � Change Orders I §5.9.3 Limita.tions,if any,on a Subcontractor's overhead and profit for increases in the cost of its portion of the � G��/�� Vork: ; n �� AIA DocumenEA103T°'—2017.Capyright Q 2001,2007 and 2017 by The Ameriqn Institute of Architects.AII righ4s resenred.WARWING:This AIA° Document is protected hy U.S.Copyrighf!aw an8 Intematlonal Treafdes.Urtauf.fiorized reproduction or distritiiition of thfs AIA�Document,or any 3 � portion of it,may result in severe eivil artd criminal penalGes,and will be prosecuted to 4he maximum exQent possiBle under the law.This document / was produced hy AIA sofiware at 07:15:48 on D4/21/2017 under Order No.2043513589 which expires on 04/04/2018,and is not for resale. ' User Notes: (369ADA20) L � � � � �, �, � � � �' � §5.9.4 Rental rates for Contractor-owned equipment shall not exceed N/A percent( %)of the standard rental rate ' paid at the place of the Project. ; §5.1.5 Unit prices,if any: (Identify the item and state the unit price a�ad quantity limitations,if any,to which�he unit price will be app[icable.) , Item Units and timitations Price Per Unit($0.00) � N/A §5.1.6 Liquidated damages,if any: (Insert terms and conditioris for liquidated damages, if any.) � N/A §5.1.7 Other: (Insert provisaorrs for bom�s or other incentives,if atry,that mdght result in a change to the Contract Sum.) §5.2 Control Estimate §5.2.1 The Contractor shall prepare and submit to the Owner,in writing,a Control Estimate within 14 days of i executing this Agreement.The Con�oi Estimate shall include the estimated Cost of the Work plus the Contractor's i Fee.The Control Estimate shall be used to monitor actual costs and the timely performance of the Work.The i Contractor shall update the Control Estimate with each Application for Payment as needed to reflect changes in the � Work. §5.2.2 The Control Estimate shall include .1 the documents enumerated in Article 16,including all Modifications thereto; .2 a list of the assumptions made by the Contractor in the preparation of the Control Estimate,including ; assumptions�mder Section 5.2.4,to supplement the information provided by the Owner and � contained in the Coniract Documents; � .3 a statement of the estimated Cost of the VVork organized by h�ade categories or systems and the � Contractor's Fee; ; .4 a project schedule upon which the Control Estimate is based,indicating proposed Subcontractors, ; activity sequences and durations,milestone dates for receipt and approval of pertinent information, i schedule of shop drawings and satnples,procurement and delivery of materials or equipment,and the , Owner's occupancy requirements;and � .5 contingencies for further development of design and construction,as required by Section 5.2.4. §5.2.3 The Contractor shall meet with the Owner and Architect to review the Control Estimate.In the event that the i Owner or Architect discovers any inconsistencies or inaccuracies in the information presented,they shall prompfly , notify the Contractor,who shall make appropriate adjustments to the Control Estimate.When the Control Estimate � is acceptable to the Owner,the Owner shall actmowledge it in writina.The Owner's acceptance of the Control � Estimate does not imply that the Control Estimate constitutes a Guaranteed Maximum Price. §5.2.4 To the extent that the Contract Documents are anticipated to require further development,the Conh�actor shall I provide in the Control Estimate for such further development consistent with the Contract Documents and reasonably inferable therefrom.Such further development does not include changes in scope,systems,kinds and I quality of materials,finishes or equipment,all of which,if required,shall be incorporated in a revised Control � Estimate by mutual agreement of the parties. I §5.2.5 The Contractor shall develop and implement a detailed system of cost control that will provide the Owner and ! Architect with timely information as to the anricipated total Cost of the Work The cost control system shall compare �� the Conirol Estimate with the actual cost for activities in progress and estimates for uncompleted tasks and proposed ��t AIA Documerrt A103*'"—2077.Copyright0 2001,2007 and 2017 by The American Institute of Architects.All rights reserved.WARNING:This dIA° Document is protecQed by U.S.Copyright Lavu and Infemationel Teeatfes.Unauthorized reproducUon or d(stribution of 4hls AIA°Document,or any � portion of iE may resutE in severe civil and criminal pena(ties,and will be-prosecuted fo 4he max(mum etttent possibie under ghe law.This document / was prnduced by AIA software at 07:15_48 on 04/21l2017 under Ordef No.2043513589 which expires an 04/04/2018,and is not for resale. � User Plotes: (3B9ADA20) I � • ' ' � ) � � ; ; changes.This information shall be reported to the Owner,in writing,no later than the Contractor's first Application for Payment and shail be revised and submitted with each Agpiicatian for Payment. . a §5.2.6 The Owner shall autharize preparation of revisions to the Cantract Documents that incarponte the agreed- � upan assumptions contained in the Coniral Estunate.The Owner shall pxomptly fumish such tevised Contract , Documents to the Gontractor.The Contractor shall notify the Owner and Architect of any inconsistencies between , the Control Estimate and the revised Contract Documents. AR7{CLE 6 CHANGES IN 7HE WORK §$.1 The t)vvner may,without invaiidating the Cantract,order ehanges in the Work within the general scape of the � � Contract consisting of additions,deletions or other revisions.The Owner shall issue such changes in writing.The Architect may make min6r changes in the Woik as provi@ed in Article 7 of AIA Document AZOlT�-2d 17,Generai � Conditions af the Coniraot for Construction.The Contractor shall be entitled to an equitable adjustment in the _ Contract Titne as a result of changes in tlae Work.'The Contractor shall incorporate all changes in the Work and Contract Timre as separate ernries iz�the Cazmol Estimate. §6.2 Increased casts for the items set forth in Artiale 7 which result frozn ohanges in the Work shall become part of the Cost of the Wark,and the Contractor's Fee shall be adjusted as provided in Article 5. ��.8 If the Contractar receives anr}r drawings,specifioatioris,intergretations or instiuctions from#he Uwner or : ArcMtect which are inconsistent with the Contract Documents,or encaunters unanticipated canditions,any of which will;esult in a significant change in tt3e Cost of the Worlc or estimated date of Substantial Completion in comparison wi`th the Contcol Fstimate,the Coniractor shait promptly notify the Owner aad Architect in wriiting and shaIi nat �, proceed with the affected Work until the Contractar receives fiuther written instructions from the Owner and � Architect. ` i � i §6.4If no specific provision is made in Article 5 for adjustment af the Contractor's Fee in the case of changes in the } Work,or if the elcten#of changes is such,itt#he aggregate,that application of the adjustment pravisions af Article 5 � will cause substantial inequity to the Owner or Contractar,the Contractor's Fee shall be equitably adjusted on the sama basis that was used to establish the Fee for the origina[Work. AR7ICLE 7 COSTS TO BE REIfNBURSED §7.1 Casg of the Work §7.'1.1 The term Cost ofthe aVork shall mean cosxs necessarily incurred by the Contractor in the proper performance of the Work.The Cost af the QVork shall include only the items set forth in this Article 7. ' §7.1.2 Where,pursuant to the Contract Documents,any cost is subject to the Clwner's prior approval,the Contractor ; shatl al�taiz►such approval in writing priar to incurring the cost. � §7.1.$Costs shall be at rates not higher than the standard paid at the place of the Project,except with prior approval � of the Owner. � §7.2 i.al�or Costs ' §7.2.1 Wages or salaries of construction workers directly empIoyed by the Contractor to perfarm the canstruction of i the Work at the site or,with the Owner's prior approval,at off-site workshops. � §7.2.2 Wages or salaries of the Contractor's supervisory and adrninistrative personne!when stationed at the site and � per£orining Wark,with the Owner's priar approval. � §7.2.2.1 Wages or salaries of the Contractor's supervisory and administrative personnel when performing Wark and statianed at a Iacation other than the site,but onty for that portion of time required far#ha Work,and limited to the personriel and activities listed below: i (Ident�the personnel,tyge of activity an�,if applicable,arry agreed upan percentage of time to be devoted to the � YYork) � Praject Manager 20-3Q hrstwsek � � � A�A Docurnent A103TM'—2�97.Copyright O 2001,2007 and 2017 6y The Americase lnstitute of Architec�s.Ai!dghts reseroed.WARNIt�G:This AI&° ��' DocumenQ Fs protected by U.S.Copyright Law and It�temsfiooa[Treaties.Una�sthorized re�troduekion or distribufion af this AiA°Doeument,ar any � � partion of ifi,mey eesuik in severe civil and cdminal penalHes,and will6e prosecufed Yo the maximum eactant possible under the Faw.This document / was produced by A!A software at q7:15:48 on U4/21/2�17 under Order Na.2043573589 which expires on 04/04/2018,and is not for resale. � User Piotes: {3B9ADA20) � � , � , , I , � � §7.2.3 Wages or salaries of the Contractor's supervisory or adminislrative personne(engaged at factories,workshops or while traveling,in expeditutg the production or transportation of materials or equipment required for the Work, , but only for that portion of their time required for the aVork. � � §7.2.4 Costs paid or incurred by the Contractor,as required by law or collective bargaining agreements,for taxes, insurance,contributions,assessments,and benefits and,for personnel not covered by collective bargaining ; agreements,customary benefits such as sick leave,medical and health benefits,holidays,vaca.tions and pensions, ' provided such costs aze based on wages and salaries included in the Cost of the Work under Sections 7.2.1 through , 7.2.3. ' §7.2.5 If agreed rates for labor costs,in lieu of actual costs,are provided in this Agreement,the rates shall remain i unchanged throughout tlie duration of this Agreement,unless the parties execute a Modification. , §7.3 Subcontract Costs Payments made by the Contractor to Subcontractors in accordance with the requirements of the subcontracts and this � A�eement. §7.4 Costs of Niaterials and Equipment Incorporated in the Completed Construction � §7,4�.1 Costs,including transportation and storage at the site,of materials and equipment incorporated,or to be 4. incorporated in the completed construction. §7.4.2 Costs of materials descrilied in the preceding Section 7.4.1 in excess of those actually installed to allow for reasonable waste and spoilage.Unused excess materials,if any,shall become the Owner's property at the ; completion of the Work or,at the Owner's option,sha11 be sold by the Contractor.Any amounts realized from such � sales shall be credited to the Owner as a deduction from the Cost of the Work. � a §7.5 Costs of Other NiaEerials and Equipment,Temporar�Facilfies and Related I#ems ' §7.3.9 Costs of tr�ansportation,storage,installation,dismanfling,maintenance,and removal of materials,supplies, temporary facilities,machinery,equipment and hand tools not customarily owned by construction workers that are ' provided by the Contractor at the site and fully consumed in the performance of the Work.Costs of materials, supplies,temporary facilities,machinery,equipment,and tools,that aze not fully consumed,shalI be based on the �� cost or value of the item at the time it is first used on the Project site less the value of the item when it is no longer � used at the Project site.Costs for items not fWly consumed by the Contractor shall mean fair market value. , §7.5.2 Rental charges for temporary facilities,machinery,equipment,and hand tools not customarily owned by construction workers that are provided by the Contractor at the site and the costs of transportation,installation, � dismantling,minor repairs,aad remoyal of such temporary facilities,machine.ry,equipment,and hand tools.Rates � and quantities of equipment owned by the Contractor,or a related party as defined in Section 7.8,shall be subject to ; the Owner's prior approval.The total rental cost of any such equipment may not exceed the purchase price of a � comparable item. �� §7.5.3 Costs of removal of debris from the site of the Work and its proper and legal disposal. §7.5.4 Costs of the Contractor's site office,including general offce equipment and supplies. ' � ! §7.5.5 Costs of materials and equipment suitably stored offthe site at a mutually acceptable location,subJect to the ' Owner's prior approval. i §7.6 Miscellaneous Costs � §7.6.1 Premiums for that portion of insurance and bonds required by the Contract Documents that can be directly attributed to this Contract I §7:6.1.1 Costs for self-insurance,for either full or partial aznounts of the coverages required by the Contract � Documents,with the Owner's prior approval. � §7.6.9.2 Costs for insurance through a captive inswer owned or controlled by the Contractor,with the Owner's prior approval. AIA Document A103""—201y.Copyright O 2001,2007 and 2017 by The American Institute of Architects.Ali righLs reserved.l�lARNING:This AIA° Init Document is pro4eoted by U.S.Copyright Law and InternaUonal Treaties.Unaut6oriied reprodycfion oe distribution of thls AIA°Oocumen�,or any 6 portion of it,may result in seveee aivil and criminal penatdes,and wlll be prosecuted 4o the maximum extent possible undee the law.This document , � 1 was produced by AIA software at 07:15:48 on 04/21/2017 under Order No.2043513589 which expires on 04/04/201 B,and is not for resale. User Plotes: (3B9ADA20) � i §7.6.2 Sales,use,or similar taxes,imposed by a governmental authority,that are related to the�/ork and for which the Contractor is liable. §i.6.3 Fees and assessments for the building permit,and for other permits,licenses,and inspections,for which the � Contractor is required by the Contract Documents to pay. §7.6.4 Fees of laboratories for tests required by the Contract Documents;except those related to defective or ' nonconforming Work for which reimbursement is exctuded under Article 13 of AIA Document A201 2017 or by , other provisions of the Contract Documents,and which do not fall within the scope of Section 7.7.3. §7.6.5 Royalties and license fees paid for the use of a particular design,process,or product,required by the Contract , Documents. �I §7.6.5.1 The cost of defending suits or claims for infringement of patent rights arising from requirements of the � Contract Doc�unents,payments made in accordance with legal judgments against the Contractor resulting from such suits or claims,and payments of settlements made with the Owner's consent,unless the Coniractor had reason to � believe that the required design,process,or product was an infringement of a copyright or a patent,and the � Contractor failed to promptly furnish such information to the Architect as required by Article 3 of AIA Document A201 2017.The costs of legal defenses,judgments,and settiements shall not be included in the Cost of the QVork used to calculate the Cbntractor's Fee. §7.6.6 Costs for communications services,electronic equipment,and software,directly related to the R/ork and j located at the site,with the Owner's prior approval. 1 §7.6.T Costs of document reproductions and delivery chazges. ; §7.6.8 Deposits lost for causes other than the Coniractor's negligence or failure to fulfill a specific responsibility in the Contract Documents. §7.6.9 Legal,mediation and azbitration costs,including attomeys'fees,other than those arising from disputes between the Owner and Contractor,reasonably incurred by the Contractor after the execution of this Agreement in the performance of the Work and with the Owner's prior approval,which shall not be unreasonably withheld. §7.6.10 Expenses incurred in accordance with the Contractor's standard written personnel policy for relocation and temporary living allowances ofthe Coniractor's personnel required for the Work,with the Owner's prior approval. §7.6.11 That portion of the reasonable expenses of the Contractor's supervisory or administrative personnel incurred ; while traveling in discharge of duties connected with the Work. §7.7 Other Costs and Emergencies §7.7.1 Other costs incurred in the performance of the�]Vork,with the Owner's prior approval. §7.7.2 Costs incurred in taking action to prevent threatened damage,injury,or loss,in case of an emergency , afFecting the safety of persons and property,as provided in Article 10 of AIA Document A201-2017. ' §7.7.3 Costs of repairing or correcting damaged or nonconforming VJork executed by the Contractor, Subcontractors,or suppliers,provided that such damaged or nonconforming Work was not caused by negligence of, ; or failure to fulfill a specific responsibility by,the Contractor,and only to the extent that the cost of repair or correction is not recovered by the Contractor from insurance,sureties,Subcontractors,suppliers,or others. ; §7.8 Related Party Transac�ions I §7.8.1 For purposes of Section 7_8,the term"related pariy"shall mean(1)a parent,subsidiary,affiliate,or other � entity having common ownership of,or sharing common management with,the Contractor;(2)any entity in which any stockholder in,or management employee of,the Contractor holds an equity interest in excess of ten percent in the aggregate;(3)any entity which has the right to control the business or affairs of the Contractor;and(4)any � d1A Doeume�A103TM'—2017.Copyright O 2001,20U7 and 2017 by The Ameriqn InstiWte oFArchitects.Ail rights reserved.WARINIWG:This AIA° �� Documeng is protected by U.S:Copyrlght law and IntePnat(onal Treaties.Unautfiorized reproductton or dfsfribuflon of thls AIA°Oacument,or any 7 portion of it,may resutt(n severe civil and criminal penalties,and will be prosecuted fo�he maximum extent possibie under the law.This daeument / was produced by AIA software'at 07:15:48 on 04/21/2017 under Order No.2o43513589 which expires on 04J04/2016,and is notfor resaie. User Plotes: (3B9ADA20) I L , . ' � � . � person,or any member of the immediate family of any person,who has the right to control the business or affairs of the Coniractor. � §7.8.2 If any of the costs to be reimbursed arise from a transaction between the Contractor and a related party,the I Contractor shall notify the Owner of the specific nature of the contemplated transaction,including the identity of the � related party and the anticipated cost to be incurred,before any such transaction is consummated or cost incurred.If , the Owner,after such notification,authorizes the proposed transaction in writing,then the cost incurred shall be � included as a cost to be reimbursed,and the Contractor shall procure the Work,equipment,goods,or senrice,from the related party,as a Subcontractor,according to the terms of Article 10.If the Owner fails to authorize the , transaction in writing,th�Contractor shall procure the Work,equipment,goods,or service from some person or entity other than a related patly according to the terms of Article 10. ARTICLE 8 CO$TS NOT TO BE REIMBURSED §8.1 The Cost of the Work shall not include the items listed below: .1 Salaries and oth�r compensation of the Contractor's personnel stationed at the Contractor's principal office or offices other than the site office,except as specifically provided in Section 7.2,or as may be provided in Article 15; � .2 Bonuses,profit sharing,incentive compensation,and any other discretionary payments,paid to anyone hired by the Conlractor or paid to any Subcontractor or vendor,unless the Owner has provided prior approval; .3 Expenses of the Contractor's principal office and offices other than the site office; .4 Overhead and general expenses,except as may be expressly included in Article 7; ' .5 The Contractor's capital expenses,including interest on the Contractor's capital employed for the � Work; ; .6 Except as provided in Section 7.7.3 of this Agreement,costs due to the negligence of,or failure to j fulfill a specific responsibility of the Contract by,the Contractor,Subcontractors,and suppliers,or � 1 , anyone directly or indirectly employed by any of them or for whose acts any of them may be liable; ; ' and .7 Any cost not specifically and expressly described in Article 7. ARTICLE 9 DISCOU�TS,REBATES AND REFUNDS §9.9 Cash discounts obtained on payments made by the Contractor shall accrue to the Owner if(1)before making ' the paymeut,the Contractor included the amount to be paid,less such discount,in an Application for Payment and received payment from the Owner,or(2)the Owner has deposited funds with the Coniractor with which to make payments;otherwise,cash discounts shall accrue to the Contractor.Trade discounts,rebates,refunds,and amounts � h accrue to the Owner and the Contractor shall make received from sales of surpius materials,and equipment s all , provisions so that they can be obtained. §9.2 Amounts that accrue to the Owner in accordance with the provisions of Section 9.1 shall be credited to the Owner as a deduction from the Cost of the Work. ARTICLE 70 SUBCONT62ACTS AND OTHER AGREENiENTS §10.1 Those portions ofthe QVork that the Contractor does not customarily perform with the Contractor's own personnel shall be performed under subcontracts or other appropriate a�eements with the Contractor.The Owner , I may designate specific persons from whom,or enrities from which,the Contractor shalI obtain bids.The Contractor ' shall obtain bids from Subcontractors,and from suppliers of materials or equipment fabricated especially for the Work,who are qualified to perform that portion of the VJork in accordance with the requirements of the Contract ; Documents.The Contra6tor shall deliver such bids to the Arclutect and Owner with an indication as to wluch bids � the Contractor intends to accept.The Owner then has the right to review the Contractor's list of proposed subcontractors and suppliers in consultation with the Architect and to object to any subcontractor or supplier.Any � advice of the Architect,or approval or objection by the Owner,shall not re(ieve the Contractor of its responsibility to perfoc[n the Work in accordance with the Contract Documents.The Contractor shall not be required to contract ' with arryone to whom the Contractor has reasonable objection. §10.2 Subcontracts or other agreements shall conform to the applicable payment provisions of this Agreement,and shall not be awarded on the basis of cost plus a fee without the Owner's prior written approval.If a subcontract is G�� AIA Docume�A103T"'—2017.Copydght O 2001,2007 and 2017 by The American InsUWte oF Architecls.All eighfs reserved.WARfi11NG:This AIA° Document is protected by U.S.Copyiight Law and Intematfonal Treaties.Unautfiorized reproduction or dfstribution of this AIA�DocumenE,or any $ �soition of if,may resuit in sever2 civ,Il and criminal penaldes,and w711 be prasecuted to 4he maxfmum extent possib(e under 4he law.This document / was produ,ced by AIA soflware at 07:15:48 on 04/21/2017 under Order No.2043513569 which expires on 04/04/2018,and is not for resale. User Motes: (389ADA20) ; � , ' � �+ , awarded on the basis of a cost-plus a fee,the Contractpr shall provide in the subcontract for the Owner to receive the same autiit righ#s with regard to the Subcontractor as che Owner recei�ves with regaed ta tl�e Contractar in Articie 11. §10.3 The ContraGtor shal!prepare,for the Architect's review and the Qwner's acceptance,a procurement scl�edule for items that must be ordered well in advance of canstruction.The Contractor shatl e�edite and coardinate the , ordering and delivery of materials that must be ordered well in advanae of construction.If the Owner agrees to proeure azry items prior to ti�e Owner's approval af the Contro2 Estimate,#he Owner shall praaure the items on terms and conditions acceptabte to the Contractor.Upon the Owner's approvai of the Contral Estimate,the Owner shall assign all contracts for these items to the Contractor and the Contractor shaU thereafter accept responsibility for them. ARTiGLE 19 ACCQUNTlNG RECORQS The Contractor shatl keep fuil and detailed records and accounts re[ated to the Cost of the Worlc,and exercise such conirols,as may be necessary for proper finanaial management under this Cantract and to substantiate all costs incurted.The accounting and confroi systems sha[l be satisfactory to the Owuer.The Ocvner and the Owner's auditors shall,during regular business haurs and upon reasonable notiae,be afforded access to,and shali be � pernutked to audit and copy,the Contractor's records and accounts,inoluding complete documentation sugporting . accountirig entries,books,job cast reports,conespondence,inshuotipns,drawings;receipts,subcoatracts, Subconiractor's proposals,Subcontractor's invoices,purchase orders,vouchers,memoranda,and other data relating tc�this Contract.'I'he Contractor shall preserve thesa records for a pariod af Ybree years after final payment,or far such longer period as may be required by law. , ARTICZE 92 PAYMEI�TS � §12.9 Pragress Paymen�s §92.9.1 Based upon Applications for Payment sabrnitted to the Arehiteat by the Contractor,and Certificates for ' � Payment issued by the Arclutect,the Owner shall make prog'ress payments on account of the Contract Sum,to the Cantractor,as provided below and elsewhere in the Contract Dacuments. §1�.1.2 The periad covered by eaoh Application for Payment shall be one calendar manth ending on the last day of the month,or as�ollaws: � Invoice Clwner by 25th af every month paid no Iater than(5)days � §12.1.3 Provided that an Application for Payment is received by the Aschitect not later than the N/A da.y of a � montl2,the Owner shal!make payment of tke amount cartified to the Contractor not later than the5 days day of the ' Sazue month.If an,4pplication for Payment is received by the Architect after the applicatian date fixed above, � payment of the amount ceriified shall be made by the Uwner not later than N/A ( )days after the Architect ; receives the Applicatian for Payment. � (Federal,state or locat dativs may t-equire payment withirr a cet7ain per�iod of time.) � §12.�.�With each Application far Payment,the Contractor shatl submit the cast contrai informatioa required in i Section 5.2.5 alon�with payrolls,petty cash accaunts,receipted invoiaes,or invoices with check vouchers attached, j and any other eviden�e required by tha Owner ar Arehitect to demonstcate that payments aiready made by the � Cantractor on account of the Cast of the BVork equal or exceed progress payments atready received by the I Contractar plus.payrolls for the period oovered by the present Application for Payment,less that portion of the � grogress payments attributable to#he Canfractar's Fee, §92.9.5 Applications fox Payment shall show tize Cost of the Work actually incurred by the Contractor through the end of the period aovered by tlie Applicatian for Paymetrt and for which the Contractor has rnade or intends to make � actual paycnent prior to the next Application for Payment. � " §12.9.6 In accordance with AIA Document A241 2017 and subject to ather provisions of the Contract Doctaments, � the amount of each progress payment shall be computed as follows: i i §1�.9.6.9 The amaunt of each pragress payment shall first inclr�de: .� The Cost oPthe Work as desoribed in ArGiele 7; ��" - � . AlA.Document A103 n"—2Ui7.CuFYnSM O 2001,20Q7 and 2017 by Tha Atnerlcan lnstituie of Architects.AI!rights resented.WAftRi@tVG:This A#A� Documen�is protected by U.S.Gopyright law and infemationat 7rxaties.Unauthartzed repraddation or dtstsi6utian ofi this AtA Dpcument,ar any g , partion of i@,tnay resulG in sev�re civil and criminal penalkies,and wili 6a prosecutad to the rna�mum e�c4en2 posslble under the law.This doaument ( was produosd by AIA software at 07:15:48 on 04/21l2017 under Order Na.2U43513589 which expires on 04/04/2078,and is notfor resale. User�tates: {s89AQA20} � I� • 1 , � .2 That portion of Construction Change Directives that the Architect determines,in the ArchitecYs professional judgment,to be reasonably justified;and .3 The Contractor's Fee computed upon the Cost of the Work described in the preceding Section 12.1.6.1.1 at the rate stated in Section 5.1.1;or if the Contractor's Fee is stated as a fixed sum in � Section 5.1.1,an amount which bears the same ratio to that fixed-sum Fee as the Cost of the Work included in Section 12.1.6.1.1 bears to a reasonable estimate of the probable Cost of the Work upon its completion. §72.1.6.2 The amount of each progress payment shall then be reduced by: .1 The aggregate of any amounts previously paid by the Owner; .2 The amount;if any,for Work that remains uncorrected and for which the Architect has previously withheld a Certificate for Payment as provided in Article 9 of A1A Document A201 2017; .3 Any amouut for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends to pay; .4 For Work performed or defects discovered since the last payment application,any amount for which the Architect may withhold payment,or nullify a Certificate of Payment in whole or in part,as provided in Article 9 of AIA Document A201 2017; .5 The shortfall,if any,indicated by the Contractor in the dociunentation required by Section 12.1.4 to substantiate prior Applications for Payment,or resulting from enors subsequently discovered by the Owner's auditors in such documentation;and .6 Retainaga withheld pursuant to Section 12.1.7. §12.1.7 Retainage §12.1.7.1 For each progress payment made prior to Substantial Completion of the Work,the Owner may withhold � � the following amount,as retainage,from the payment otherwise due: � (Insert a percerrtage or amount to be withheld as retainage from each Applicafion for Payment.The amourrt of I retainage may be limited by governing Zaw.) � I 0% §12.1.7.9.1 The following items aze not subject to retainage: (Insert arry items not subject to the withholding of retainage,such as general conditions,insuYance,etc.) ' � N/A � §12.9.7.2 Reduction or limitation of retainage,if any,shall be as follows: (If the retainage established in Section 12.1.7.1 is to be mod�ed prior to Substantial Completian of the entire Worl� insert provisiorrs for such modification.) ' � N/A , §72.1.7.3 Except as set forth in this Section 12.1.7.3,upon Substantial Completion of the Work,the Contractor may subtnit an Application for Payment that includes the retainage withheld from prior Applications for Payment ' pursuant to this Section 12.1.7.The Application for Payment submitted at Substantial Completion shall not include retainage as follows: ! (l�rsert crrry other conditions for release of retairrage,such as upon completion of tlre Owner s audit and � reconciliation,upon Substantial Compdetion.) � � N/A , §12.'1.8 If final completion of the Work is materially delayed through no fault of the Contractor,then the Owner i shall pay the Contractor any additional amounts in accordance with Article 9 of AIA Docutnent A201-2017. i §12.1.9 Except with the Owner's prior written approval,the Contractor shall not make advance payments to '' suppliers for materials or equipment which have not been delivered and suitably stored at the site. v AIA Docume�A103T"'—2077.Copyright O 2001,2007 and 2017 by The American Institute of Arohitects.All rights reserved.WARNING:This AIA° Init p�ument fs proYectec!by U.S.Copyetght Law and Internatlonal Treaties.Unauthorized reproduction or dfsfiibution of this AIA�Document,or any e�0 portion of tt,may eesuit In severe civli and criminal penalttes,and tivill be prosecuEed to the maximum extent possible under fihe law.This document / was produced by AIA software at 07:15:48 on 04/21/2017 under Order No.2043513589 which expirns on 04l04/2018,and is not for resale. User tVotes: (369ADA2�) � , . , , i I §12.1.10 The Owner and the Contractor shall agree upon a mutually acceptable procedure for review and approval of � payments to Subcontractors,and the percentage of retainage held on Subcontracts,and the Contractor shall execute subcontracts in accordance with those agreements. i §12.1.11 In taking action on the Contractor's Applications for Payment,the Architect shall be entitled to rely on the i accuracy and completeness of the information fumished by the Contractor,and such action shall not be deemed to , be a representation that(1)the Architect has made a detailed examination,audit,or arithmetic verificarion,of the documentation submitted in accordance with Section 12.1.4 or other supporting data;(2)that the Architect has made ! exhaustive or continuous on-site inspections;or(3)that the Architect has made examinations to ascertain how or for what purposes the Contractor has used amotwts previously paid on account of the Contract.Such examinations, , audits,and verifications,if required by the Owner,will be performed by the Owner's auditors acting in the sole interest of the Owner. � g 12.2 Final Payment ; §72.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Coniractor when .1 the Contr�ctor has fully perfornied the Contract,except for the Contractor's responsibility to correct Vi/ork,as provided in Article 12 of AIA Document A201 2017,and to satisfy other requirements,if any,which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work and a final Application for Payment;and .3 a final Certificate for Payment has been issued by the Architect in accordance with Section 12.2.2. §12.2.2 Within 30 days of the Owner's receipt of the Contractor's final accounting for the Cost of the Work,the Owner shall conduct an audit of the Cost of the Work or notify the Arctritect that it will not conduct an audit. , � §12.2.2.1 If the Owner conducts an audit of the Cost of the Work,the Owner shall,within 10 days after completion � of the at�dit,submit a written report based upon the auditor's findinb to the Architect. §72.2.2.2 Within seven days after receipt of the written report described in Section 12.2.2.1,or receipt of notice that the Owner will not conduct an audit,and provided that the other conditions of Section 122.1 have been met,the , Arclutect will either issue to the Owner a final Certificate for Payment with a copy to the Contractor,or notify the Contractor and Owner in writing of the Architect's reasons for withholding a certificate as provided in Article 9 of AIA Document A201-2017.The time periods stated in this Secrion 12.2.2 supersede those stated in Article 9 of AIA Document A201 2017.The Architect is not responsible for verifying the accuracy of the Contractor's final accounting. §12.2.2.3 If the Owner's auditors report concludes that the Cost of the Work,as substantiated by the Contractor's ' final accounting,is less than claimed by the Contractor,the Contractor shall be entitled to request mediation of the disputed amount without seeldna an initial decision pursuant to Article 15 of AIA Document A201.-2017.A request for mediation shall be made by�e Contractor within 30 days after the Contractor's receipt of a copy of the Architect's final Certificate for Paymenk Failure to request mediation within this 30-day period shall result in the � substantiated amount reported by the Owner's auditors becoming binding on the Contractor.Pending a final ' resolution ofthe disputed amount,the Owner shall pay the Contractor the amount certified in the Architect's final Certificate for Payment � i §72.2.3 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: 1 I N/A §12.2.4 If,subsequent to final payment,and at the Owner's request,the Contractor incurs costs,described in Article ' 7 and not excluded by Article 8 to correct defecrive or nonconforming Work,the Owner shall reimburse the � Contractor for such costs,and the Contractor's Fee applicable thereto,on the same basis as if such costs had been incurred prior to final payment. ' � §92.3 Interest V" Init AIA Documetrt A7037°�—2017.Copyright O 2001,2007 and 2017 by The American Institute of Archite�ts.All rights reserveU.WARNIPlG:This AIA° Document is psotected by U.S.Gopyright Law and Intematlonal Teeat(es.Unauthoelzed repraduction or dfstrlbution of Qhis AIA°Document,or any a� � pofion of it,may 2sult in se.vere cfvil and criminal penaltles,and will be prosecuted 4o the maximum extent possible under the law.This document � was produced by AIA software at 07:15:48 on 04/21/2017 under Order No.2043513589 which expires on 04/04/2018,and is not for resale. User Motes: (3B9ADA20) Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is �j located. � ' (Insert rate of interesd agreed upon,if arry.) � N/A % � ARTlCLE 13 DISPUTE RESOLUTIOPJ 13.11niNal Decisian Maker § � �� The Architect will serve as Initial Decision Maker pursuant to Article 15 of AIA Document A201 2017 unless the parties appoint below another individual,not a party to the Agreement,to serve as Initial Decision Maker. (If the parties mutually agree,insert the name,address cmd other contact infonnation of the Initial Decision Maker, , if other than the Architect.) � N/A ' I � §13.2 Binding Dispute Resolution For any Claim subject to,but not resolved by,mediation pursuant to Article 15 of AIA Document A201-2017,the method of binding dispute resolution shall be as follows: ; (Check the appropriate box.) , i [ ] Arbitration pursuant to Secrion 15 of AIA Document A201 2017 �I [ ] Litigation in a court of competent jurisdiction [ ] Other(Spec�J If the Owner and Contractor do not select a method of binding dispute resolution,or do not subsequently agree in writing to a binding dispute resolution method other than litiga.tion,Claims will be resolved by litigation in a court of competent jurisdiction. ARTICLE 94 TERMINATIONl�OR SUSPEfVSION §94.7 Termination §94.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2017. §14.9.2 Termination by the Owner for Cause � §14.1.Z.1 If the Owner tem�inates the Contract for cause as provided in Article 14 of AIA Document A201 2017, , the Owner shall then only pay the Contractor an amount caiculated as follows: .1 Take the Cost of the`Nork incurred by the Contractor to the date of termination; � .2 Add the Contractor's Fee computed upon the Cost of the Work to the date of termination at the rate stated in Section 5.1.1 or,if the Contractor's Fee is stated as a fixed sum in that Section,an amount ' � that beazs the same ratio to that fixed-sum Fee as the Cost of the Work at the time of termination i beazs to a reasonable estimate of the probable Cost of the Work upon its completion; � .3 Subtract the aggregate of previous payments made by the Owner;and ' .4 Subtract the costs and damages incurred,or to be incurred,by the Owner under Article 14 of AIA � Document A201 2017. � §74.1.2.2 The Owner shall also pay the Contractor fair compensation,either by purchase or rental at the election of , the Owner,for any equipment owned by the Contractor that the Owner elects to retain and that is not otherwise � included in the Cost of the Work under Secrion 14.1.2.1_l.To the extent that the Owner elects to take legal �/ assignment of subcontracts and purchase orders(including rental agreements),the Contractor shall,as a condition of ��f AIA Document A103T"°—2017.Copyright0 2001,2007 and 2017 by The American Institute af Arcliitects.All righfs reserved.WARNING:'Phfs AIA° Document is protected py U.S.Copyright Lavi and Inteinational TreaBes.Unauttiorfied reproddctlan or idlstribdtfon of this AW°�ocument,ar any q Z porElon of it,may resulE in severe civll and criminal penaltles,and will be prosecuted to 4he maxi�um extent possible under the law.This dacument / was produced by AIA software at 07:15:48 on 04/21/2017 under Order No.2043513589 which expires on 04%04/2016,and is not for resale. User Notes: (3B9ADA20) i receiving the payments referred to in this Article 14,execute and deliver all such papers and take all such steps, ' znctuc�iag the Iegai assignment of such snbcontracL�and other cantractuai n�hts of the Cantractor,as ttie Owner may ' iec�uire for the purpose af fully vesting in the Qwner the rights and benefits ofthe Cantractor under such � st�bcontraqts or purchase orders. ; §1�.1.31"ermination by the Owner for Convenience i If the�wner tentnf nates the Cantraet for convenience in accordance with Artiole 14 of AFA Document A201 2017, then the Clwner shall pay the Cantractor a termiz►ation fee as£allows: ' (ls�sert the amoun�of or method for determining the fee,if arry,payabXe to the Coniractor fallawing a termirration for tha C}wner's corevenience) • � Project percent�nge compteted to ciate , §14:2 Suspension ; The Work may be s�spended b�r the{3wner as provided in Articie 24 of AIA llocument A201 2011;in s¢ch case, ; the Contract Swn and Contract Time shaIl be increased as provided in Article 14 of AIA Document A201 2Q 17, except tb;at ttie terin"profiY'shal!be und�rstood ta mean the Contractor's Fee as described in A,rticle 5 and Sectian � 6:4 of this Agreement. ART[GlE 45 NitSCELLAt�EO[IS PRQV[SIO�IS ' §75.1 Where reference is made in this Agreement to a provision of AIA Document A201 2017 or another Contract i Document,the reference refers to that prouision as amended or supplemented by other grovisions of the Contract � Dociuneuts. , - ; §15.2 The Owner's representativa: � � (Name,add►'ess,emait address and other information) t I { I §45.3 The Contractor's representative: , (Name,crddress,email address and ather iFzformation) � � I ( � §15.�Neither the qwner's nor the Contractor's representative shall be changed without ten days'prior notice to the � o#her party. §15.5 Insurance and�onds §'IS.�.9 The Owner and the Contractor shall purchase and masntain insurance as set farth in AIA Document A103''M—Zq17,Standard Form ofAgreement Between Owner and Contractor where the basis of payraent is a � Siipulated S2tm,.E�chibit A,Insurance and BoncEs,and elsew�ere in the Contract Dao�ents. � � §1�.5.2 The Contractor shall pravide bontls as set forth in AIA Document A103-201'T Exhibit A,aztd elsewhere in I the Gantract Documents. AL0.Docwneat A9031°—2Q97.Capydght C�2�01,20Q7 and 2Q17 hy The Ametican Institttte aP Arehi2ecEs.�i!righLs resenred.W,0.t2NiNC�;This AIA° �0�t Dacumen4 ts progec4ed hy U.S.Copyright.tauv ahd F�skema8tanai Treaftes.Unautfiibrirs8 repro8ucfian or d€sfriBufian of#his AiA�Doce�ment,oe any . RarGlon of it,may resulk in severe clvif and cruninai penalt3es,and will be proSecuted ta the meicimum e�ctenY possi6le under the law.This document �3 ��+stJ was produced by AIA software at q7:15:48 on 04/21/2017 under Order No.2043513589 whlch expires on 04/04l2018,and is not for resale. . User�!a#es: {389ADA20) • , � . , '• ; , � � §15.6 Nodce in electronic format,pursuant to Article 1 of AIA Document A201 2017,may be given in accordance with AIA Document E203T"'�-2013,Building Information Modeling and Digital Data Exhibit,if completed,or ; otherwise as set forth below: I (If ofher than in accordance with AIA Doczrment E203 2013,insei4 requirements for delivering notice in electronic , format such as ncmre,title,artd email address of the recipie�rt and whether arrd how the system will be required to � i generate a read receiptfor the transmission.) , §15.7 Other provisions: � ARTICLE 16 ENUiNER�4TI0M OF COIVTRACT DOCUfl�ENTS , §16.1 This A�eement is comprised of the following documents: .1 AIA Document A103T"�2017,Standazd Form of Agreement Between Owner and Contractor , .2 AIA Document A103rM--2017,Exhibit A,Insurance and Bonds .3 AIA Document A201T"x-2017,General Condirions of the Conixact for Construction , .4 AIA Document E203T"�2013,Building Information Modeling and Digital Data E�chibit,dated as indicated below: (Insert the ilate of the E203-2013 incorporated into this Agreement) � r� I .5 Drawings � I I Idumber Title Date � ! Job#: 16-32 Site Work Plans 2-12-17 Job#:M15-4381 Architec4ural Plans 5-8-15 � Job#:17008 Landscaping/Irrigation 3-20-17 Plans � .6 Specifications � Section Title Date Pages � .Z Addenda,if any: � Number Date Pages ' Portions of Addenda relating to proposal requirements aze not part of the Contract Documents imless the proposal requirements are also enumerated in this Article 16. ! .8 Other Extubits: i (Check all boxes that apply.) . � I [RIIA ] AIA Document E204T"�2017,Sustainable Projects Exhibit,dated as indicated below: ' (Insert the date of the E2042017 incorporated into this Agreement.) j � I [IVIA ] The Sustainability Plan: Title Date Pages � AIA�acument A703T°'—2077.Copyright O 2001,2007 and 2017 by The American Institute of Arclidects.All rights reserved.WARNIV�G:This AIA� � Init pocument is protected by U.S.Copyright Law and Intemational Te¢aties.Unauthorized eeprodaction or o1i54ribution of tFiis AIA°'Document,or any �� ortlon of it,may resulE in severe clvfl and celminal penaftles;and will he prosecufed 4o fhe maximum eatent possi6te under fhe law.This docurtient / was produced by AIA soflware at 07:15:48 on 04/21/2017 under Order No.2043513589 which expires on 04l04/2018,and is not for resale. User Notes: (3B9ADA2o) ' , ° • , I [iWA ] Supplementary and other Conditions ofthe Contract: Document Title Date Pages , I I .9 Other documents,if any,listed below: j (List here arry additional documents that are intended to form part of the Contract Documents.AIA ' DocumetrtA201 2017 provides that the advertisemerrt or irrvitation to bic�Irrstructiorrs to Bidders, sample foems,the Contractor's bid or proposa.l,portions ofAddenda relating to bidding or proposal , requirements,and other information furnished by the Owner in anticipation of receiving bids or propasals,are not part of the Coniract Documents unless efrumerated in this AgreemenG Arry such , rXocuments should be listed here only if intended to be par7 of the Contract Docurr�ents.) � This Agieement entered into as of the day and year first written above. , � I�--� 1 OWNER(Si atzlre) C T ignature) � Tyler Pohjolainen/Owner .Ryman/President i I (Prirtted name arrd title) (Prirrted name and title) i � , I i ' � I � � ' AIA Document A703'"'-2D17.Copyright O 2001,2007 and 2017 by The Ameridn Institute of Architects.All righis reserved.WARNIN6:This d1A° �nit DOCumenC is proFected by U.S.Copyflght Law aed Intematlnrial TraaQies.Urtautliorized reproduction or disfri6ution of thts AIA°Docucnent,or any .�5 �sortlon of it,may resutt In severe civfl and criminal penalGes,and will be prasecuted 40¢he maiiimum.ex4ent possible under Ehe law.This document � was produced by AIA software at 07:15:48 on�4121/2017 under Order No.2043513589 which expires on 04/04/2018,and i's not for resale. User Motes: (3B9ADA20) , ' o I e � � e , I SANITARY SEWER LIFT STATION i i DESIGN CALCULATIONS � � � � . PARK PLACE - LOT#5 OFFICE / WAREHOUSE � CORREIA DRIVE ZEPHYRHILLS, FL. 33542 i I PIN#19 26 22 0010 00000 0050 ! S19 /T26S /R22E � PASCO COUNTY, FLORIDA � PREPARED BY: , � FRONTIER ENGINEERING,INC. i PO BOX 4444 ; TAMPA, FL 33677 � (813) 251-0169 , i i I . i � i TlMOTI�Y�J.HEALE � FL REG.#53661 �� _ . Project: Park Place Lot#5 Location: Zephyrhills, FL Company: Frontier Engineering Prepared By: TJH Date: 2/15/17 i Subject: Submersible Lift Station Design � - ; � I. Desipn Flow � Design liftstation to pump eff)uent flow from a proposed single family home ------ ------------- -.. . _. _. .._ .....-- - -- -- - - - -- --...- -- -- -- -- — � Contributinq SewaQe Flows Office 1. GrossFloorArea 10,000 sf 15 gpd/100sf 1,500 gpd Warehouse 1. No.of Employees 20 employee 15 gpd/emp. 300 gpd 2. No. of Loading Bays 11 bay 100 gpd/bay 1,100 gpd Total Average Daily Flow 2,900 gpd Hours of Operation 10 hrs i Total Average Hourly Flow 290 gph Peak factor 4 Total Peak Hourly Flow 19 gpm � Design the liftstation for a peak design flow= 19 gpm ***Use 30 gpm � II. Wet Well Volume V=tq/4 V=Required volume in gallons between start and stop elevations t=minimum time in minutes of one pumping cycle (min.) q=pumping capacity(gpm)(1 pump) Assume t= 15 minutes Use a duplex pump having the capacity to pump 15 gpm, 1 main&1 backup. V= 20 minutes X 30 gpm/4= 150.00 gallons= 20.05 Cu. Ft. � Using a 4 feet diameter Wet Well-the Vertical Feet required for storage= 1.60 I � III. Invert Elevation into Wet Well 79.00 �I , - i IV. Pumu Control Levels ;I High Water Alarm Level=I.E.-0.5' I 2nd Pump On Level= High Water Alarm Level-1.0' ,� 1st Pump On Level=2nd Pump On Level-1.0' � Pump Off Level= 1 st Pump on Level-1.0' � Low Water Alarm Level= Pump off Level-1.5'=top of pump volute (minimum) Top of Surface= 77.00 I. E.into Wet Well= 71.00 High Water Alarm Level= 70.00 2nd Pump On Level= 69.50 1st Pump On Level= 68.50 Pump Off Level= 66.90 IFloor Elevation= 65.40 =; � ' , V. Calculate Static Head A. Pump Off Level= 66.90 B. Invert Elevation at Outfall � -Outfall into Existing Forcemain along north property line 74.00 � � C. Static Head= 74.00 - 66.90 = 7.10 feet , VI. Calculate Friction Head , , -Use a 2.5 -inch forcemain, Hazen William C= 100 -Forcemain Length= 2000 feet , Equivalent Length of Pipe for Fittings feet 1@ Check Valve= 80 feet 1@ Tee= 15 feet 2 a 90 degree elbow= 5 feet 2�a, Plug Valve= 120 feet 1@ Gate Valve= 5 2225 feet Total Equivalent Length of Pipe = VII. Calculate Pressure Head from 4"Forcemain at North End of Trump Place"Pumps On"&"Pumas OfF' -Pressure Reading at Connection Point"Pumps On"= 0 psi. , , Pressure Head(Pumps On)feet = 0 feet � -Pressure Reading at Connection Point"Pumps OfP'= 0 psi. j Pressure Head(Pumps On)feet = 0 feet � V=1.32 x C x(R^.63)x((HI/100)".54) Area= 0.0341 S.F. , VIII. Calculate Total Dvnamic Head(Pumas Onl Static Connection � Flow Flow Velocity Headloss Headloss Head Head TDH ' (GPM) (CFS) (FPS (Ft./100) (Feet) (Feet) (Feet) (Feet) 5 0.0111 0.33 0.05 1.04 7.10 0.00 8.14 � 10 0.0223 0.65 0.17 3.76 7.10 0.00 10:86 15 0.0334 0.98 0.36 7.97 7.10 0.00 15.07 f 20 0.0446 1.31 0.61 13.58 7.10 0.00 20.68 i I 25 0.0557 1.63 0.92 20.53 7.10 0.00 27.63 { 'I -30 0.0668 1.96 1.29 28.78 7.10 0.00 35.88 � I 35 0.0780 2.29 1.72 38.29 7.10 0.00 45.39 � I i , Calculate Total Dvnamic Head(Pumps Offl Static Connection ' ' Flow Flow Velocity Headloss Headloss Head Head TDH j (GPM) (CFS) (FPS) (Ft./100) (Feet) (Feet) (Feet) (Feet) � 5 0.0111 0.33 0.05 1.04 7.10 0.00 8.14 j 10 0.0223 0.65 0.17 3.76 7.10 0.00 10.86 � , 15 0.0334 0.98 0.36 7.97 7.10 0.00 15.07 ; 20 0.0446 1.31 0.61 13.58 7.10 0.00 20.68 ' 25 0.0557 1.63 0.92 20.53 7.10 0.00 27.63 30 0.0668 1.96 1.29 28.78 7.10 0.00 35.88 35 0.0780 2.29 1.72 38.29 7.10 0.00 45.39 � -� _ , . IX. Pump Curves: EBARA 32-DGFU,2HP,3600 RPM,4-13/16"Impeller, 2.0"Discharge ' Flow TDH 32-DGFU (GPM) Full"dia. 5 8.14 77.00 � � 10 10.86 73.00 ' �� 15 15.07 67.00 � I 20 20.68 61.00 �i - -- - - ..___.-__._,:_��`.....__.. ...2.5��._..2-7:63..,._.__.._..53:00-_�..._ Q=30-9Am`@__ ._. .- -.__.�___..,_.Y�._.Y.�__�__�,___--______—,p� ! 30 35.88 45.00 35.88 TDH ' 35 45.39 35.00 , X. Floatation Calculations Assumtions 1. Weight of concrete(VU�o„�) 150 Ib/cf 2. Weight of soil(Wsa;i) 80 Ib/cf 3. Weight of water(W,Nater) 62.5 Ib/cf ' , 4. Depth of water below surtace 5.0 ft 5. Height of water column (HW�) 6.60 ft ' Calculations , i Area of ballast pad: (APaa) 4.50 ft(L) x 4.50 ft. (VV)= 20.25 sf. � � � Outside Wetwell Dimension:(Da„t) 4.25 ft(dia.) x 11.60 ft. (depth) ' � Inside Wetwefl Dimension:(D;�) 4 ft(dia.) x 11.60 ft. (depth) Weight of water displacment: W�P= 7[X Hwc X Wwater X�outZ/4= 5,846 Ibs. Weight of concrete&soil ballast: I Wdn— �Apad X$°X W�on�)�'I�p+Pad-��out2 x 7[14))X Depth X Wsoi�I � Wdn— 7,667 Ibs. , I Uplift buoyant force= 5,846 Ibs. < Downward force= 7,667 Ibs. ' i i � i I I I i I i i , `, � t ��T F �� ; tl -"� ' a^i 6 ' • ""-:,f �r 3 2379 Broad Street,Brooksville,Florida 346046899 , J� ' �' ,''':`a i,!i y��'!, 1._ �_i� .e.J.v_''-,.�.i .i.x:i.,i_�c Q '� '--- - �ater Manc� enZeYLt DZStYZGt ��2��g6-7211 or 1-800�23-1476(FL only) ; ' =-. : '� 'u � SUNCOM 628-4150 TDD only 1-80D-231-6103(FL only) ; �.�"�`�:��,�a Y _ On fhe lntemet ah.WaterMatters.org '��M� I Bartow Service Office Sarasota Service Office Tampa Service O�ce � An Equal� 170 Century Boulevard 7601 Highway 301 North 6750 Fruitville Road � Opportunity Bartbw,Florida 33830-7700 Sarasota,Florida 3424Q9711 Tampa,Florida 33637-6759 Employer (863)534-1448 or (941)377-3722 or (813)985-7481 or 1-800-492-7862(FL only) 1-800-320-3503(FL only) 1-800-836-0797(FL only) January 27, 2017 Sunrise Properties of Zephyrhills, Inc. ; Attn:Tyler Pohjolainen ' 6520 Fort King Rd. ; Zephyrhills, FL 33542 Subject: Notice of intended Agency Action-Approval , ERP Individual Construction Project Name: Park Place Center-Lot#5 App ID/Permit No: 736185/43030633.002 , � County: Pasco ; SeclTwp/Rge: S19/T26S/R22E , � Dear Permittee(s): The Southwest Florida Water Management District(District}has completed its review of the application for Environmental Resource Permit. Based upon a review of the information you have submitted,the District � hereby gives notice of its intended approval of the application. � The File of Record associated with this application can be viewed at httq://www18.swfwmd.state.fl.us/er�/erp/search/ERPSearch.asox and is also available for inspection Monday � through Friday,except for District holidays,from 8:00 a.m.through 5:00 p.m.at the DistricYs Tampa Service Office, 7601 U.S. Highway 301 North, Tampa, Florida 33637. ' IIf you have any questions or concerns regarding the application or any other information, please contact the Environmental Resource Permit Bureau in the Tampa Service Office. , Sincerely, David Kramer, P.E. Manager Environmental Resource Permit Bureau Regulation Division cc: Timothy Healey, P.E., Frontier Engineering, Inc. i ' 'N�T FC� '- j� ��R�a��,_. F_""�.d- ^y;--',.�.�a�"r '�; 2379 Broad Street,Broaksville,Florida 346046899 ; li 'S 'P�Q ;_��t:,._'-..�.�.�.:_ . ?:._ :�,_ �^�'�r....�x a.�,-,�.E. ? ! �rG�te�,,MRn�gem�Ylt DZ$t�"lCt (352)796-7211 or 1-800-423-1476(FL only) , y. � - _ - SUNCOM 628�150 TDD anly 1-800-231-6103(FL only) � � '�� ''-� � On the Intemet at:WaterMatters.o ' �,� -.-:f-:.: o �9 ^'�c:��` Bartow Service Office Sarasota Service Office Tampa Service Office � An Equal 170 Century Boulevard 6750 Fruitvilie Road 7601 Highway 301 Nodh ; Opportunity Bartow,Florida 33830-7700 Sarasota,Florida 342449711 Tampa,Florida 33637-6759 , Employer �8�)�'�448 or (941)377-3722 or (813)985-7481 or 1-800-492-7862(FL only) 1-800-320.3503(FL only) 1-800-8360797(FL only) January 27,2017 Sunrise Properties of Zephyrhills, Inc. Attn:Tyler Pohjolainen 6520 Fort King Rd. Zephyrhills, FL 33542 Subject: Notice of Agency Action-Approval ERP Individual Construction Project Name: Park Place Center-Lot#5 , App ID/Permit No: 736185/43030633.002 County: Pasco j Sec/Twp/Rge: S19/T26S/R22E ? Dear Permittee(s): The Southwest Florida Water Management District(District)is in receipt of your application for the Environmental Resource Permit. Based upon a review of the information you submitted,the application is approved. Please refer to the attached Notice of Rights to determine any legal rights you may have concerning the DistricYs agency action on the permit application described in this letter. If approved construction plans are part ofthe permit, construction must be in accordance with these plans. These drawings are available for viewing or downloading through the DistricYs Application and Permit Search Tools located at www.WaterMatters.or4/permits. The DistricYs action in this matter only becomes closed to future legal challenges from members of the public if such persons have been properly notified of the District's action and no person objects to the DistricYs action within the prescribed period of time following the notification. The District does not publish notices of agency action. If you wish to limit the time within which a person who does not receive actual written notice , from the District may request an administrative hearing regarding this action,you are strongly encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation in the county or counties where the activity will occur. Publishing notice of agency action will close the window for filing a petition for hearing. Legal requirements and instructions for publishing notices of agency action, as well as a noticing form that can be used, are available from the DistricYs website at www.WaterMatters.ora/permits/noticin4. If you publish notice of agency action, a copy of the affidavit of publication provided by the newspaper should be sent to the DistricYs Tampa Service Office for retention in i this permiYs File of Record. , � App ID/Permit No:736185/43030633.002 Page 2 January 27,2017 if you have any questions or concerns regarding your permit or any other information, please contact the Environmental Resource Permit Bureau in the Tampa Service Office. , Sincerely, � . David=Kramer•, P:E: - _ �_..,_.____ .�„_ ._T.,�__.-.�__��.,_ Manager Environmental Resource Permit Bureau Regulation Division ' Enclosures: Approved Permit w/Conditions Attached As-Built Certification and Request for Conversion to Operation Phase Notice of Authorization to Commence Construction Notice of Rights cc: Timothy Healey, P.E., Frontier Engineering, Inc. � , i , I � , . , SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ', ENVIRONMENTAL RESOURCE ' I INDIVIDUAL CONSTRUCTION PERMIT NO. 43030633.002 � '� ; EXPIRATION DATE: January 27,2022 PERMIT ISSUE DATE: January 27,2017 � This permit is issued under the provisions of Chapter 373, Florida Statutes, (F.S.),and the Rules contained in ; Chapter 62-330, Florida Administrative Code, (F.A.C.). The permit authorizes the Permittee to proceed with the ' construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and ke t on file at the Southwest Florida Water Mana ement District District. Unless otherwise stated b ermit �'� P 9 � ) YP ' specific condition, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surtace water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. ' PROJECT IVAME: Park Place Center-Lot#5 GRANTED TO: Sunrise Properties of Zephyrhills, Inc. , Attn:Tyler Pohjolainen � 6520 Fort King Rd. ; Zephyrhills, FL 33542 OTHER PERMITTEES: N/A � ABSTRACT:This permit authorization is for the construction of a new stormwater management system serving industrial development of Lot 5 of Park Place Center, as shown on the approved construction drawings.The proposed construction includes one industrial building, one dry retention pond,a floodplain compensation area and the associated stormwater inftastructure.The Engineer-of-Record(EOR)has provided calculations that demonstrate the proposed construction will not cause any adverse impacts offsite or onsite.The EOR has also provided calculations to demonstrate that the proposed pond is designed for a future building and parking lot. Future construction activities on Lot 5 will�require a modification to this permit.The project site is located on the � northwest corner of Correia Drive and Chancey Road in Pasco County. Information regarding the stormwater management system, 100-year floodplain, wetlands and/or surFace waters is stated below and on the permitted construction drawings for the proposed project. OP.8�MAIN.ENTITY: Sunrise Properties of Zephyrhills, Inc. ; OTHER OP.8�MAIN. ENTITY: N/A � COUNTY: Pasco SECffWP/RGE: S19/T26S/R22E , TOTALACRES OWNED � OR UNDER CONTROL: 3.07 i PROJECT SIZE: 2.46 Acres ' LAND USE: Industrial DATE APPLICATION FILED: October 26, 2016 AMENDED DATE: N/A I.'INater Quantity/Quality - � POND No. Area Acres @ Top of Bank � Treatment Type , Pond 1 0.44 ON-LINE RETENTION I i Flood Comp Area 0.10 NO TREATMENT SPECIFIED � Total:0.54 ; Water Quantitv/Qualitv Comments;Water quality treatment and water quantity attenuation will be_provided in i one dry retention pond(Pond 1). Please note that the dry retention pond has been sized to freat and � � ; attenuate for future development as shown on the approved construction plans,which will require an appropriate modification to this permit.The stormwater management system has been designed to limit the � peak post-development 25-year, 24-hour discharge rate to the peak pre-development 25-year, 24-hour discharge rate. The Engineer-of-Record has provided a PONDS drainage analysis to demonstrate that the proposed improvements will not result in any adverse on-site or off-site impacts.The vertical datum listed on the permitted construction drawings is fVAVD1988. � A mixing zone is not required. A variance is not required. 11.100-Year Floodplain Compensation Com ensation Encroachment P Encroachment , (Acre-Feet of fill) (Acre-Feet of Type Result*(feet) � excavation I 0.20 0.20 Equivalent Excavation N/A � I 100-Year Floodplain Comments:The East Pasco Watershed Study indicates that portions of the project lie within an existing floodplain.The proposed design will result in 020 acre-feet of floodplain encroachment with 0.20 acre-feet of equivalent excavation compensation,which is being provided in the proposed floodplain compensation area. *Depth of change in flood stage(level)over existing receiving water stage resulting from floodplain � encroachment caused by a project that claims Minimal Impact type of compensation. III.Environmental Considerations No wetlands or other surtace waters exist within the project area. - � i 2 , Spec�c Conditions 1. If the ownership ofthe project area covered by the subject permit is divided,with someone other than the Permittee becoming the owner of part of the project area,this permit may be terminated, ; unless the terms of the permit are modified by the District or the permit is transferred pursuant to ; Rule 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit(which may be ' a modification of this permit)for the land owned by that person. This condition shall not apply to , the division and sale of lots_or units in residential subdivisions or condominiums. 2. The Permittee shall retain the design professional registered or licensed in Florida,to conduct ; on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the design professional so employed. This information shall be submitted prior to construction. 3. Wetland buffers shall remain in an undisturbed condition except for approved drainage facility construction/maintenance. No owner of property may pertorm any work, construction, maintenance, clearing, fllling or any other type of activities within the wetland or wetland buffer described in the approved permit, unless prior approval is received from the Southwest Florida Water Management District. 4. The following boundaries, as shown on the approved construction drawings,shall be clearly ; delineated on the site prior to initial clearing or grading activities: � a.wetland buffers The delineation shall endure throughout the construction period and be readily discernible to construction and District personnel. 5. For dry bottom retention systems,the retention areas shall become dry within 72 hours after a rainfall event. If a retention area is regularly wet,this situation shall be deemed to be a violation of this permit. , 6. For the areas shown on the construction drawings as"future", a permit modification shall be obtained for any construction in these areas. 7. If limestone bedrock is encountered during construction of the stormwater management system, the District must be notified and construction in the affected area shall cease. 8. The Permittee shall notify the District of any sinkhole development in the stormwater management � system within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the District within 30 days of discovery. i 9. The Permitted Plan Set for this project includes Plan Sheet 2 from the submittal received by the ' District on December 22,2016, Plat Sheet 4 from the submittal received by the District on January 6,2017, all other sheets are from the submittal received by the District on October 26, 2016.� 10. The operation and maintenance entity shall provide for the inspection of the permitted project after conversion of the permit to the operation and maintenance phase. For systems utilizing retention or wet detention,the inspections shall be pertormed five(5}years after operation is authorized and every five(5)years thereafter. 3 � The operation and maintenance entity must maintain a record of each inspection, including the date of inspection,the name and contact information of the inspector; wfiefher the system was � functioning as designed and permitted, and make such record available upon request of the � � District. - • � � :.,�R�., i i Within 30 days of any failure of a stormwater management system or deviation from the permit, an � inspection report shall be submitted using Form 62-330.311(1), °Operation and Maintenance Inspection Certification°describing the remedial actions taken to resolve the failure or deviation. � - �-- - - - - - � 11. District staff must be notified in advance of any proposed construction dewatering If the ' dewatering activity is likely to result in offsite discharge or sediment transport into wetlands or � surface waters, a written dewatering plan must either have been submitted and approved with the permit application or submitted to the District as a permit prior to the dewatering event as a permit modification. A water use permit may be required prior to any use exceeding the thresholds in Chapter 40D-2, F.A.C. , 12. Off-site discharges during construction and development shall be made only through the facilities authorized by this permit. Water discharged from the project shall be through structures having a ' mechanism suitable for regulating upstream stages. Stages may be subject to operating , schedules satisfactory to the Distric�. 13. The permittee shall complete construction of all aspects of the stormwater management system, ' , including wetland compensation (grading, mulching, planting),water quality treatment features, ; and discharge control facilities prior to beneficial occupancy or use of the development being served by this system. 14. The following shall be properly abandoned and/or removed in accordance with the applicable regulations: I a. Any existing wells in the path of construction shall be properly plugged and abandoned by a licensed well contractor. b. Any existing septic tanks on site shall be abandoned at the beginning of construction. c. Any existing fuel storage tanks and fuel pumps shall be removed at the beginning of construction. J ' 15. All stormwater management systems shall be operated to conserve water in orderto maintain , environmental quality and resource protection; to increase the efFciency of transport,application , and use;to decrease waste;to minimize unnatural runoff from the property and to minimize dewatering of ofFsite property. 16. Each phase or independent portion of the permitted system must be completed in accordance � with the permitted plans and permit conditions prior to the occupation of the site or operation of � site infrastructure located within the area served by that portion or phase of the system. Each phase or independent portion of the system must be completed in accordance with the permitted ; plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to a local government or other responsible entity. 17. This permit is valid only for the specific processes, operations and designs indicated on the approved drawings or exhibits submitted in support of the permit application.Any substantial deviation from the approved drawings,exhibits,specifications or permit conditions,including 4 . construction within the total land area but outside the approved project area(s), may constitute grounds for revocation or enforcement action by the District, unless a modification has been ' applied for and approved. Examples of substantial deviations include excavation of ponds,ditches � or sump areas deeper than shown on the approved plans. 18. A°Recorded notice of Environmental Resource Permit," Form No. 62-330.090(1), shall be recorded in the public records of the County(s)where the project is located. i � GENERAL CONDITIONS I 1. Tlie general conclitions attached hereto.as Exhibit"A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. David Kramer,P.E. Authorized Signature a ,� i i � I � 5 EXHIBIT A �-GENERAL CONDITIONS: � 1 The following general conditions are binding on ail individual permits issued under this chapter, except where the � conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate, ; project-specific conditions. � a. All activities shall be implemented following the plans,specifications and pertormance criteria approved_by this permit.Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.AC., or the permit may be revoked and the permittee may be subject to enforcement action. b. A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff.The permittee shall require the contractor to review the complete permit prior to beginning construction. c. Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality ; standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed,to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual(F/orida Department of Environmenta! Protection and Florida Department of Transportation June 2007),and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual(Florida Department of Environmental Protection, Nonpoint Source � � Management Section, Tallahassee, Florida, Ju/y 2008),which are both incorporated by reference in ! subparagraph 62-330.050(8)(b)5, F.AC., unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit d. At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice,"[effective date], incorporated by ' reference herein(<http://www.flrules.orq/Gatewavlreference asp�No=Ref-02505> ), indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. e. Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under , Rule 62-330.310, F.A:C.,the permittee is liable to comply with the plans,terms and conditions of the permit for the life of the project or activity. f. Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: ' 1. For an individual, private single-family residential dwelling unit, duplex,triplex, or quadruplex- "Construction Completion and Inspection Certification for Activities Associated with a Private Single-Family Dwelling Unit"{Form 62-330.310(3)]; or � 2. For all other activities-"As-Built Certification and Request for Conversion to Operational Phase°[Form � 62-330.310(1)]. , � 3. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. � g. If the final operation and maintenance entity is a third party: 1. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as-built certification, whichever comes first,the permittee shall submit,as applicable, a copy of the operation and maintenance documents(see sections 12.3 thru 12.3.3 of Volume I)as filed with the ' Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction 6 . � e •' ' JU�ICIAL REVIEW 1. Pursuant to Sections 120.60(3)and 120.68, F.S., a party who is adversely affected by District action may seek judicial review of the District's action. Judicial review shall be sought in the Fifth District Court ofAppeal or in the , appellate district where a party resides or as other�vise provided by law. � ; 2. All proceedings shall be instituted by filing an original notice of appeal with the DistrictAgency Clerk within 30 � days after the rendition of the order being appealed, and a copy of the notice of appeal, accompanied by any filing fees prescribed by law,with the clerk of the court,in accordance with Rules 9.110 and 9.190 of the Florida Rules�of Appellate Procedure (Fla.R.App.P.). Pursuanf to Fla. R.App. P.9.020(h), an order is rende�ed when a signed written order is filed with the clerk of the lower tribunal. _ i i ; � 11 e� e� �- � l�, �� BUILDING S�'STEMS,LLC ��'+N Q�i E 5 � C17Y OF ZEPH�'�' �une 21,20�7 Ryman Construction of FL,�nc. P�I�f'�}S E3(�;1/i�� 36413 SR 54 Zephyrhills,FL 33541 ' RE: B17-8354 Sunrise Properties Mfg.Facility(3-B Warehousing and Storage) Project Description-9D�C220�Q0(1.0:12) 4035 Correia Drive Zephyrhills,FL 33542 To whom it may concem: This letter is to certify that the above referenced project and its components have been designed in general accordance with the 2010 AISC Steel Construction Manual(14th Edition)and the 2007 AISI NoRh America Specification for the Design of Cold-Formed Steel Structural Members,With Supplement 1 dated 2010 as well as the designated buiiding code stipulated in the order 8ased on the requirements of the order documentation,the structural design criteria applied to the design of this project is as follows: Building Code FBC 14 5th Edition Building Risk Category li Dead Load 2 psf Roof Live Loed 20 psf -Redudion Allowed7 Yes Collateral Load 5 psf Ground Snow Load,Pg 0 psi Nominal Wind Speed 108 mph Snow ImpoRance Factor,Is 1.OD Ulemate wind Speed,Vult 140 mph Rain Intensity I�/12(inlhr) 11/13 Wind E�osure Category B lntemal Pressure Coefficient,GCpi t 0.18 Wind Closure Category Enclosed Serviceab(lity Wind Speed 78 mph 5erviceability Wind Retum Period 10 year Seismic Analysis Procedure Unit Lateral Force(Fx=O.Oi'1A� Mapped Spectral Acceleration for Short Periods,Ss 0.068 Seismic Importance Factor,le 1.00 Mapped Spectral Acceleration for 1-Second Period;S1 0.034 Seismic Use Group N/A 5%Damped Spectral Acceleration for Short Periods;SDS 0.072 Seismic Design Category A 5%Damped Spedral Acceleration for 1-Sec Periad,SD7 0.054 Site Class D Deslgn Base Shear,V Cs•W Transverse Base 5hear,V 2.0 kip Longitudinal Base Shear,V 1.9 kip i I Cs R � Structural Systems,Transverse "wA"" I o.010 0 Structural Systems,Longitudinal(Front Sidewall) "WA"' o,o�o 0 Structural Systems,Longiludinal(Back Sidewall) "`�A"' 0.010 0 Strudural Systems,Longitudinal(Left Endwall). "N!A" ` 0.010 0 5tructural Systems,Longitudinal(Right Endwall) "'wA"' o.oto 0 Structural Systems,Longitudinal(Interior) This letter of certification 2pplies solely to the above referenced project and ks components as fumished by ACI Building Systems, LLC.Items specifically not covered by this letter af certification include,but are not limited to:any foundation design,masonry design, or general contract work. , The design of Lhe overhead door(s)is excluded from this ce�cation.However,it is assumed in this design,with respect to building porosity that the door(s)have been designed by the manufaciurer to accomodate building wind loads and therefore the building is enclosed. This certification covers the staiic and dynamic forces acting on this proJect and its componenfs as stipulated in the order ' documentation: however. ACI euilding Systems, LLC. dces not ceAify that the building code or loads specfied in the order , documentation are adequate or apprapriate for ihe intended use or IocaGon of the project. t � Primary framing, secondary framing,screw-down sheeting,��a��apy roof panels are manufactured et the ACI facilily at � 1Q125 Highway 6 West iri Batesville,Mississippi. >`;�'+��(1a l��O�i��' ; �. �l.��C�ENS�. O �� RespecHully Submitted, � .. N o 4 8 014 •• d-�Co��'(�� ACI Building Systems,LLC CA#8958 ,� � :• .= a. �- �^" w{ �:�;>��. s�;��r� or- :!%�i: i '�; • �-y � Keith Shedd,P.E. `r`�`,�•�� 1 p!(;.c`•�' � Systems-Engineered Metal Building � Ff u`�'�, '°••..••• y�?,,�` ! ' i SVudural Engineer of Record d°n��`�O�'y�L�p;�` ly/?i1//7 � SLB �dPt:eeG��•' P.O.BOX 1316,BATESVILLE,M5 38606,PHONE 662-563-4574, FAX 662-563-1142 r'" CITY OF ZEPHYRHILLS 5335-8TH STREET �si3��so-oozo 8971 FIRE SPRINKLER SYSTEM PERMIT � PERMIT INFORMATION - , � LOCATION`INFORMATION Permit Number: 18971/18480 Address: 4035 CORREIA DR Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 19-26-22-0010-00000-0050 Improv. Cost: 23,621.00 OWNER.INFORMATION Date Issued: 10/24/2017 Name: SUNRISE PROPERTIES OF ZEPHYRHILL Total Fees: 275.00 Address: 6520 FORT KING RD Amount Paid: 275.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/24/2017 Phone: Work Desc: INSTALLATION FIRE SPRINKLER CONTRACTOR S APPLICATION FEES MIKEN FIRE PROTECTION I FIRE SPRINKLER SYS 50.00 FIRE INSPECTION FEES 45.00 FIRE PLAN REVIEW FEES 150.00 CONTRACTOR CERTIFICATE 30.00 I � �� y 1 � l''�� , � � - , t�'`r. , j�c � � � , � v�� . _ � . . ��' , . ,,, L/�� i c�� S� � � Ins ections Re uired FIRE-PRE SURE TEST FIRE ACCEPTANCE Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final � inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "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 COMMEN ENT." G�' ` ►'l. CONTRACTOR SIGNATURE PERMIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 '� ` - �� s��-�so-oozo City of Zephyrfiills Permit Application F�-e��-�ao-ooz� Building Department Date Received � p Q� �Z PhoneContactforPermittfn 19�?J — iJ7 �/�� OwneYs Name 5�/��-��E /19�T/C� Owner Phone Number ��3' �D S� � (�� Owner's Address l0 S� �2T``�N ��1✓� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address ' JOBADDRESS o35 CoR2�lA�Z�2��(� LOT# � SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTIC� WORK PROPOSED � NEW CONSTR B ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL � � DESCRIPTIONOFWORK �l7 1�//�c �/4N�L�Z Cj L�n� BUILDING SIZE SQ FOOTAGE '�l'Z� HEIGHT � QBUILDING $ VALUATION OF TOTAL CONSTRUCTION � QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ � 1�� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �/��I/ ��f(' I v� �(�Q�`�.�`�. QGAS Q ROOFING Q SPECIALTY � OTHER 2�/ IO ZI o � DnQ 1 `\' � �^� FINISHE�FL��R ELEVATI�NS FL��Z�NE AREA QYES NO r v ,�,�Q,�f� O V✓— BUILDER //�/� COMPANY M►K�'�1 Iw ��C7J Ba�1�Z�L SIGNATURE ��I REGISTERED Y/ N FEE CURRE� Y/N ' Address f Q/9 (�1�L�/LoSE D2. LV� �• 32J �� License# ZZ�J��QOD( Z O � � ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY - SIGNATURE REGISTERED Y/ N FEECURRE� Y!N Address License# • MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllltll 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 subdivisionsAarge projects , COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. Minimum ten(10)woricing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facililies 8�1 dumpster.Site Work Permit for all new projeds.Ail commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW consVuclion. �111111111111111111111l70111111111141..1 Directions: Fill out application completely. Owner 8.Contractor sign back of application,notarized If over 52500,a Notice of Commencement Is requlred. (A/C upgrades over$7500) •• Agent(for the conVactor}or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of conVact required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Drlveways-Not over Counter if on public roadways..needs ROW a y � j� NOTICE OF DEED RESTRI�TIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ` which ma be more restrictive than Coun re ulations. The undersi ned assumes res onsibili for com liance with an Y tY 9 9 P tY P Y 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 Blocl�'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 nbt 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,WaterNVastewaterTreatment. - Southwest Florida Water Management District-Welis, 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 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 a�davit 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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO INTEND T OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE F COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACT Subscribed and swom to(or affirmed)before me this Subscribed a d s om to(or affirmed)before me this by y Who is/are personally known to me or has/have produced Who is/are onally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped / :Q � o � . �� ..�,��-� _ < <�a . Y .„�=,_.� - L / ,:,� `4,�a�� f.n.� �, � �.ti :� � q� , V`�,,.,._ �✓' � Ci of Z yh hills �� tY eP Yr BUILDING PLAN REVIEW COMMENTS � Contractor/Homeowner: S UX/��_� ��/�-�'��' �T�P_D��/�/° Date Received: /� J�'L f j� - site: �Gd�5� Co��/,�- �1� � Permit Type: l/VS�'�L ��R� �SP�/�'C�Fi[��S , � � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ �� This comment sheet shall be kept with the pernut and/or plans. � .i� u '� ' ��a~—Plans Examiner Date Contractor and/or Homeowner � C��j �� , (Required when comments aze present) - �-- --- — - -- ----- --�--- ----- - - - - - -----�--�--- -- -�- ---�---- --�- — - --� CITY OF � PHYR LLS Q'0 � �=r � n�►CY�nre e e ' r� =S33S-�H��RE�� n � ♦?Q'°■�a =��Oa L�B-r■ �a0on I (ais)iso-oozo 18971 . � . FIRE SPRINKLER SYSTEM PERMIT PERMIT�INFORMATI.ON�;�.-'��,�.`_;�'=}�-_�-�--�-�-��'— ` .:�` "'..>��. ,. "-. , �_ �.T, ._r:�� ;�_�;.:LOCATIONINFORMi4TION.I�,;;�_______t`-�_ Pecmit Numkier: 18971/18480 Address: 4035 CORREIA DR ` - Permit•'Ty,pe: FIRE SPRINKLER SYSTEM , ZEPHYRHILLS,,FL. Ciass-of Work: �FIRE=SPRINI(LER SYS Township: . Range: Book: � �Proposeci Use: NOT APPLICABLE Lot(s): Block: Section: � Square Feet: . , � Subdivision: , CITY OF ZEPHYRHILLS Est. Value:- ' . Parcel Number: 19-26-22-0010-00000-0050 Impr..ov. Cost �23,621.00 �� -•-��,�t��OWNERFINFORMAT ON �i�'�� -�---__ _Date Issued: 10/24/2017 Name: SUNRISE PROPERTIES OF ZEPHYRHILL Total Fe'es: � 275.00 Address: 6520 F.ORT KING RD �•�. � - Amo.unt Paid: . 275.00 _ ZEPHYRHILLS, FL. 33542 Date Paid: . 10/24/2017 Phone: � VVork Desc: INSTALLATION FIRE�SPRINKLER. � �� . � � � ---- CONT�R,C•,_TiOR(S� .� . •--��'�Y-. �.r•�R ,�'�;��T�t AP CATION Fj EES. - �� --�-�_- KE �IFt��f'RO'i'�C1'rOfJ�fN',� J F1FF�SP121N1�ZCER �Y� 'T �0.00 . FtRE�f7Si'� l"ION FEES' :00 � , , , ,- - . I FIRE PL.AN REVIEW FEES 150.00TCONTFtACTOR CERTIFICATE ep , 30.00 I ' i , , . . , I. � . - . , " i ' � � . . . , . ` . . _ _ , . . . . ' - , - I. . . , - �, � _��_ Inspections Required - -, r��=p �ss R T S . . .,- , , ,�_ -. . . . , , . -_ -- - , , -. .� � F.IRE ACCEPTANCE Final � � - � � ' ' . , • I _ - - . - , - _ � - I .�- , . . - _ _ . . � . , . - _ , I- . . : .,, .. ._ - - -. ,- . -,�� ,. , . . . - .� , ' . , " -, � . - . ....��_. --.: v. �,� ._ _ _- . - S_��- _. �_ .--. -- : . << --�- -- .. . _ L __ .-_:. .____�.�:�-_��-_;--- �-= _ ' Chapter 633; Florida Statutes, authorizes the'City,to charge and collect user fees to pay,for the cosfs of fire , prevention,and:pr.otection related:activities such as inspections, plan review,,administrative fees;,and other ' - � � � � - costs related to'the aforementioned. � _ ` � � Complete Plans;�Specifications and Fee�Must Accompany.'Applicatiori. Commencerrient of work without written approval of � 'the Fire Department's Fi�e Marshal or required permits'�or opening.up for comrtiercial actiVity without a'n approved final inspection shall be charged double permit fee per dayo uf�operation or a minimum of$100.00, whichever is greater. All __� � �- work shall be performed in accordance with City Codes and Ord'inances. •. - ' "WARNING:TO�'OWNER: YOUR FAILURE TO RECORD A NOTICE OF �.COMMENCEMENT MAY RESULT��IN-YOUR PAYING TWICE.�FOR-` � IMPROVEMEIVTS TO YOUR PROPERTY. IF YOU INTEND TO OBTA�IN FINANCING,-CON�U�LT WITH YOUR- LENDER OR AN ATTORNEY BEFORE � _ _____ � � RE ORDING YOUR NOTICE OF COMMEN ENT:" '� � � - - _-- -��-- � ' _ ,- - �. - - - --� --- . -- CONTRACT_OR SIGNATURE � PERMIT OFFICE ' � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION ' " � ' ' CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED � ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 I , . � J f-----------_� _ _-- - . - .� — .-_- -- ----- ---------- __�- _--. .. ._----- -: - - , � , , _, ��PHYRHILLS FIR� D�PA�T�i�1�T' 6907 Dairy Road, Zephyrhills,.FL 33542 FIF�E �ERVICE USER FEES ' Occupancy ido.: / ; Plan No.: Contractor:��rr�C.i s� � /n� ,�r� �,.e.� , 8usiness Name: V ►��s�' ao �..,-, Billing Address: � Business Address: �o�s� �A ��r� c1� � Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: ' PLAN REVIEW FEES IIdSPECTIOtd FEES ERMIT ALSE ALARM FEE 8 Site Plan N/C Annual N/C Sprink er 1st Alarm N/C Mutti-FamilylCommercial .O6 sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 F(re Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRItdKLER SYSTEI�iS (Business closed until LP Gas $50- 6th Alarm $200 eads $50 � violations corrected) Natural Gas $50 NDN COMPLUWCE $150 26 plus Hea $ SPRINKLER SYSTEMS Fuel Tanks- Pe��ank $50 STAN PIPE S M Hydro Undergrounds $45 Sparklers $100 $50 � es per system Fire Works $500 FIRE PUMP A ptance Test 45 Per sys�em Camp Fire $25 �Per Pump $1 0 Hyd w $75 Controlied Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0-25 Devices $50 FIRE AU4R6A SYSTEM Place of Assembly $50 Mnual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSIOId SYSTEMS Recall Acceptance $50 Flammable Application $50 annua� ' Wet $50 OTHER Waste Tire Storage $50 au,uai �ry $50 Fire WalUSmoke Wall $15 perwau Generator<KW $100 � CO2 $50 LP Gas $25 per tank Generator>30 KW 150 Other $50 Natural Gas $25 persystem Bio-Hazard Waste $100 annuai KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10k10'or greater $15 per tent Torch PoUApplied $50 OTHER Fire Pump $45 Haz.Materials $100 annuai LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance ' ❑ (Per Tank) $50 e Exhaust HoodJDuct $30 � Natural Gas InstallaUon $50 Re-inspection DBL (Per System) (other than annuai) �Spray Booth $50 � Inspection scheduled DBL � ,,s, and cancelled less than 24 hours � Construction Insp. N/C � Emergency Vehicle A� $50 FALSE ALARM PLANS TOTAL l vo INSPECTION TOTAL PERMIT TOTAL�b o TOTAL� GRAkD OTAL � ' 0 Comments: - a Date: �� • �� Inspector:. ��--- nm ' i • i MIKEN FIRE PROTECTION, INC. 1019 WILDROSE DRIVE LUTZ, FL. 33549 HYDRAULIC CALCULATIONS , FOR - , i SUNRISE PROPERTIES MANUFACTURING ' 4035 CORREIA DRIVE ZEPHYRHILLS, FL. FILE NUMBER: SUNRISE PROPERTIES MANUFACTURING Rev. # 1 DATE: REVISED 12/6/2017 -DESIGN DATA- �1.��$'��EIU(a1�9��lPr��iiB��9 L[�� OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 �a�� DENSITY: .20 gpm/sq. ft. °➢��`� �• �°��' �.�� PE#37912 AREA OF APPLICATION: 1,500 Sq. ft. �g775 �AYH�AD ROA� ��►D�CBl`1°o F�.3�5�3 COVERAGE PER SPRINKLER: VARIES - 125 sq. ft. MAX ,�`\�1111 i f 91 B1//d NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers �� . �'�,t�� TOTAL SPRINKLER WATER FLOW REQUIRED: 309.6 m ��o`�� 9P � �+ . 7 2 ' TOTAL WATER REQUIRED (including hose) : 559.6 gpm � ' ee � � � „' r- � s� .��Q� � �� \ FLOW AND PRESSURE (@ BOR) : 309.6 gpm @ 36.1 psi „ �s e � � SPRINKLER ORIFICE SIZE: 3/4 inch ��'4'��+��L��`Q��''�� ! �� . �� NAME OF CONTRACTOR: MIKEN FIRE PROTECTION, INC. '��8!�� DESIGN/LAYOUT BY: JAMES M. DUPREE /�`'I � " AUTHORITY HAVING JURISDICTION: CITY OF ZEPHYRHILLS, FL. BUILDING AND FIRE CONTRACTOR CERTIFICATION NUMBER: 22111800012011 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 1608008510 ) HRS SYSTEMS, INC. L � c, o WATER SUPPLY ANALYSIS � y Static: 60 . 00 psi Resid: 50. 00 psi Flow: 1126. 0 gpm y � � H 80 . 0 y � r N L�END � � 1 Available pressure " 61 57.26 psi @ 559.6 gpm U� [� � o 70. 0 2 n �' � Required pressure �' � 43.23 psi @ 559.6 gpm N � � ro n m �n G o � ro A 60. 0 1 � � z U rt � x �• mr G N � � E C A. Source Supply Curve 3 Z cn 5�. � • B. System Demand Curve p � � � G cn H P � • � M CJ t] • ♦ w 3 2 � E ' � • • � G o k S 40. 0 � . n ro o , � � • p � � S � � • `� H t" U • • � � t� H • � i cn C� R 30. 0 m � z E ro z � - r�t � k � , � � � .7' (� H � F�- H U] p 2 0 . 0 F-' � S U� H z i � ) r � c 10 . 0 ' � � ro • w m iq C7 (D �. 0 � N -14 .7 0 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source - - ------ . , � , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ' DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF � JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 60.0 50.0 1126.0 57.3 559. 6 43.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 559.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM ' OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 309.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.1 - - - - 14.4 - - - ' 2 19.4 - - - - 11.8 - - - 3 19.4 K= 8.00 10.4 25.8 4 19.4 K= 8.00 9.9 25.1 5 19.4 K= 8.00 9.8 25.0 6 19.4 K= 8.00 9.8 25.0 7 19.4 K= 8.00 10.1 25.5 8 19.4 - - - - 11.2 - - - 9 17.1 - - - - 13.5 - - - 10 17.1 - - - - 14.5 - - - 11 19.4 - - - - 11.9 - - - 12 19.4 K= 8.00 10.4 25.9 13 19.4 K= 8.00 9.9 25.2 ' 14 19.4 K= 8.00 9.8 25.1 � 15 19.4 K= 8.00 9.9 25.1 16 19.4 K= 8.00 10.2 25.6 ' 17 19.4 - - - - 11.3 - - - 18 17.1 - - - - 13.6 - - - 19 17.1 - - - - 14.7 - - - 20 19.4 - - - - 13.3 - - - 21 19.4 K= 8.00 12.4 28.2 , 22 19.4 K= 8.00 12.4 28.2 23 19.4 - - - - 12.8 - - - � 24 17.1 - - - - 14.1 - - - 25 17.1 - - - - 15.0 - - - � 26 19.4 - - - - 14.0 - - - 27 19.4 - - - - 13.8 - - - � 28 17.1 - - - - 14.8 - - - 29 17.1 - - - - 16.2 - - - 30 19.4 - - - - 15.1 - - - 31 19.4 - - - - 14.5 - - - 32 17.1 - - - - 15.4 - - - 33 17.1 - - - - 16.6 - - - 34 19.4 - - - - 15.5 - - - \, ' i SPRINKLER SYSTEM HYDRAULIC ANALYSIS. Page 4 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DIS�HARGE NOTES (FT) (PSI) (GPM) 35 19.4 - - - - 15.0 - - - , 36 17.1 - - - - 15.9 - - - 37 17.1 - - - - 17.1 - - - � 38 19.4 - - - - 16.1 - - - 39 19.4 - - - - 16.1 - - - 40 17.1 - - - - 17.2 - - - 41 17.1 - - - - 17. 6 - - - 42 19.4 - - - - 16.6 - - - 43 19.4 - - - - 16.6 - - - 44 17.1 - - - - 17.6 - - - 45 17.1 - - - - 18.0 - - - 46 19.4 - - - - 17.0 - - - 97 19.4 - - - - 17.0 - - - 48 17.1 - - - - 18.0 - - - 49 17.1 - - - - 18.5 - - - 50 19.4 - - - - 17.5 - - - 51 19.4 - - - - 17.5 - - - 52 17.1 - - - - 18.5 - - - 53 17.1 - - - - 18.9 - - - 54 19.4 - - - - 17.9 - - - 55 19.4 - - - - 17.9 - - - 56 17.1 - - - - 18.9 - - - 57 17.1 - - - - 19.4 - - - 58 19.4 - - - - 18.4 - - - 59 19.4 - - - - 18.3 - - - 60 17.1 - - - - 19.3 - - - 61 17.1 - - - - 19.9 - - - 62 19.4 - - - - 18.9 - - - 63 19.4 - - - - 18.7 - - - 64 17.1 - - - - 19.7 - - - 65 17.1 - - - - 20.4 - - - 66 19.4 - - - - 19.4 - - - 67 19.4 - - - - 19.0 - - - 68 17.1 - - - - 20.0 - - - 69 17.1 - - - - 21.0 - - - 70 19.4 - - - - 19.9 - - - 71 19.4 - - - - 19.3 - - - , 72 17.1 - - - - 20.3 - - - 73 17.1 - - - - 21.6 - - - 74 19.4 - - - - 20.5 - - - , 75 19.4 - - - - 19.6 - - - , 76 17.1 - - - - 20.5 - - - , 77 17.1 - - - - 22.3 - - - 78 19.4 - - - - 21.0 - - - � 79 19.4 - - - - 19.8 - - - , 80 17.1 - - - - 20.6 - - - 81 17.1 - - - - 23.9 - - - � TEST 0.0 SOURCE 43.2 559.6 83 17.1 - - - - 23.9 - - - 84 19.4 - - - - 22.5 - - - 85 19.4 - - - - 20.0 - - - 86 17.1 - - - - 20.6 - - - � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 � DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DZSCHARGE NOTES (FT) (PSI) (GPM) TOP 17.1 - - - - 27.7 - - - BOT 1.0 - - - - 36.1 - - - HOSE 0.0 HOSE STREAM 36.8 250.0 DCS 3.0 - - - - 41.5 - - - DCD 3.0 - - - - 37.5 - - - CONN 0.0 - - - - 43.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 ' � DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF �� JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. � I NFPA3 PIPE DATA . Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 2.34 120 11.8 , 2 19.4 11.8 67.7 3 1.500 T: 8.0 8.00 1.0 1 17.1 14.4 67.7 1. 610 10.34 0.154 1.6 ' Pipe: 2 8.00 25.8 Disch 6.42 120 10.4 3 19.4 10.4 41.9 4 1.500 E: 5.0 5.00 0.0 2 19.4 11.8 67.7 1.682 11.42 0.125 1.4 ' Pipe: 3 8.00 25.1 Disch 10.00 120 9.9 4 19.4 9.9 16.8 5 1.500 ---- 0.00 0.0 3 19.4 10.4 41.9 1.682 10.00 0.051 0.5 Pipe: 4 8.00 25.0 Disch 10.00 120 9.8 5 19.4 9.8 -8.2 6 1.500 ---- 0.00 0.0 4 19.4 9.9 16.8 1.682 10.00 0.009 0.1 Pipe: 5 8.00 25.0 Disch 10.00 120 9.8 I 5 19.4 9.8 -16.8 4 1.500 ---- 0.00 0.0 6 19.4 9.8 8.2 1.682 10.00 0.003 0.0 Pipe: 6 8.00 25.0 Disch 10.00 120 9.8 6 19.4 9.8 8.2 5 1.500 ---- 0.00 0.0 7 19.4 10.1 33.2 1. 682 10.00 0.033 0.3 Pipe: 7 8.00 25.5 Disch 6.42 120 10.1 7 19.4 10.1 33.2 6 1.500 E: 5.0 5.00 0.0 8 19.4 11.2 58.7 1.682 11.42 0.096 1.1 Pipe: 8 0. 0 0.0 2.34 120 11.2 8 19.4 11.2 58.7 7 1.500 T: 8.0 8.00 1 0 9 17.1 13.5 58.7 1.610 10.34 0.118 1.2 , Pipe: 9 0.0 0.0 12.50 120 14.4 1 17.1 14.4 67.7 2 3.000 ---- 0.00 0.0 10 17.1 14.5 67.7 3.260 12.50 0.005 0.1 Pipe: 10 0.0 0.0 2.34 120 11.9 11 19.4 11. 9 67.6 12 1.500 N: 8.0 8.00 1.0 10 17.1 14.5 67.6 1.610 10.34 0.154 1.6 , Pipe: 11 8.00 25.9 Disch 6.42 120 10.4 12 19.4 10.4 41.7 13 1.500 E: 5.0 5.00 0.0 11 19.4 11.9 67.6 1.682 11.42 0.124 1.4 Pipe: 12 8.00 25.2 Disch 10.00 120 9.9 13 19.4 9. 9 16.5 14 1.500 ---- 0.00 0.0 12 19.4 10.4 41.7 1.682 10.00 0.051 0.5 � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 � DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq-:Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID � -(ft. ) T Pf/ft. (Pf) Pipe: 13 8.00 25.1 Disch 10.00 120 9.8 14 19.4 9.8 -8.6 15 1.500 ---- 0.00 0.0 13 19.4 9.9 16.5 1.682 10.00 0.009 0.1 Pipe: 14 8.00 25.1 Disch 10.00 120 9.8 14 19.4 9.8 -16.5 13 1.500 ---- 0.00 0.0 15 19.4 9.9 8.6 1.682 10.00 0.003 0.0 Pipe: 15 8.00 25.1 Disch 10.00 120 9. 9 15 19.4 9.9 8.6 14 1.500 ---- 0.00 0.0 16 19.4 10.2 33.7 1.682 10.00 0.034 0.3 Pipe: 16 8.00 25.6 Disch 6.42 120 10.2 16 19.4 10.2 33.7 15 1.500 E: 5.0 5.00 0.0 17 19.4 11.3 59.3 1.682 , 11.42 0.097 1.1 Pipe: 17 0.0 0.0 2.34 120 11.3 17 19.4 11.3 59.3 16 1.500 N: 8.0 8.00 1.0 � 18 17.1 13. 6 59.3 1. 610 10.34 0.121 1.2 Pipe: 18 0.0 0.0 12.50 120 13.5 9 17.1 13.5 58.7 8 2.500 ---- 0.00 0.0 18 17.1 13.6 58.7 2.635 12.50 0.011 0.1 Pipe: 19 0.0 67.6 11 12.50 120 14.5 10 17.1 14.5 67.7 1 3.000 ---- 0.00 0.0 19 17.1 14.7 135.3 3.260 12.50 0.018 0.2 Pipe: 20 0.0 0.0 2.34 120 13.3 20 19.4 13.3 30.1 21 1.500 N: 8.0 8.00 1.0 19 17.1 14.7 30.1 1.610 10.34 0.034 0.4 Pipe: 21 8.00 28.2 Disch 28.50 120 12.4 21 19.4 12.4 1.9 22 1.500 E: 5.0 5.00 0.0 20 19.4 13.3 30.1 1.682 33.50 0.028 0.9 ' Pipe: 22 8.00 28.2 Disch 10.00 120 12.4 22 19.4 12.4 -26.2 23 1.500 ---- 0.00 0.0 21 19.4 12.4 1.9 1. 682 10.00 0.000 0.0 Pipe: 23 8.00 28.2 Disch 13.58 120 12.4 22 19.4 12.4 -1.9 21 1.500 E: 5.0 5.00 0.0 23 19.4 12. 8 26.2 1.682 18.58 0.022 0.4 Pipe: 24 0.0 0.0 2.34 120 12.8 23 19.4 12.8 26.2 22 1.500 N: 8.0 8.00 1.0 24 17.1 14.1 26.2 1. 610 10.34 0.027 0.3 Pipe: 25 0.0 58.7 9 12.50 120 13.6 � 18 17.1 13.6 59.3 17 2.500 ---- 0.00 0.0 � 24 17.1 14.1 118.0 2.635 12.50 0.039 0.5 � SPRINKLER SYSTEM HYDRAULIC ANALYSZS' Page 8 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFAGTUI2ING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephr,y�i-11s, FL. Pipe Tag K-fac Add Fl Add Fl To _�: .Fi�t: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID ,,.,(„£�.. ) T Pf/ft. (Pf) Pipe: 26 0.0 30.1 20 12.50 120 14.7 19 17.1 14.7 135.3 10 3.000 ---- 0.00 0.0 25 17.1 15.0 165.4 3.260 12.50 0.026 0.3 Pipe: 27 0.0 0`0 2.34 120 14.0 26 19.4 14.0 8.3 27 1.500 N: 8.0 8.00 1.0 25 17.1 15.0 8.3 1.610 10.34 0.003 0.0 Pipe: 28 0.0 0.0 52.83 120 13.8 27 19.4 13.8 8.3 28 1.500 2E:10.0 10.00 0.0 26 19.4 14.0 8.3 1. 682 62.83 0.003 0.2 � Pipe: 29 0.0 144.2 24 2.39 120 14.8 28 17.1 14.8 -135.9 32 1.500 N: 8.0 8.00 -1.0 27 19.4 13.8 8.3 1.610 10.34 0.003 0.0 Pipe: 30 0.0 118.0 18 12.50 120 14.1 � 24 17.1 14.1 26.2 23 2.500 ---- 0.00 0.0 28 17.1 14.8 144.2 2. 635 12.50 0.057 0.7 Pipe: 31 0.0 8.3 26 22.50 120 15.0 25 17.1 15.0 165.4 19 3.000 2E:20.0 20.00 0.0 29 17.1 16.2 173.7 3.260 42.50 0.028 1.2 Pipe: 32 0.0 0.0 2.34 120 15.1 30 19.4 15.1 15.4 31 1.500 N: 8.0 8.00 1.0 29 17.1 16.2 15.4 1.610 10.34 0.010 0.1 Pipe: 33 0.0 0.0 63.17 120 14.5 31 19.4 14.5 15.4 32 1.500 2E:10.0 10.00 0.0 30 19.4 15.1 15.4 1.682 73.17 0.008 0.6 Pipe: 34 0.0 135.9 28 2.34 120 15.4 32 17.1 15.4 -120.4 36 1.500 N: 8.0 8.00 -1.0 31 19.4 14.5 15.4 1.610 10.34 0.010 0.1 Pipe: 35 0.0 144.2 24 12.50 120 14.8 28 17.1 14.8 -8.3 27 2.500 ---- 0.00 0.0 32 17.1 15.4 135.9 2.635 12.50 0.051 0.6 Pipe: 36 0.0 15.4 30 12.50 120 16.2 29 17.1 16.2 173.7 25 3.000 ---- 0.00 0.0 33 17.1 16. 6 189.1 3.260 12.50 0.033 0.4 Pipe: 37 0. 0 0.0 2.34 120 15.5 34 19.4 15.5 14.4 35 1.500 N: 8.0 8.00 1.0 33 17.1 16. 6 14.4 1. 610 10.34 0.009 0.1 Pipe: 38 0.0 0.0 63.17 120 15.0 35 19.4 15.0 14.4 36 1.500 2E:10.0 10.00 0.0 34 19.4 15.5 14.4 1.682 73.17 0.007 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 39 0.0 120.4 32 � �� 2.34 120 15.9 36 17.1 15.9 -106.0 40 1.500 N: 8.0 8.00 -1.0 35 19.4 15.0 14.4 1.610 10.34 0.009 0.1 Pipe: 40 0.0 135.9 28 12.50 120 15.4 ' 32 17.1 15.4 -15.4 31 2.500 ---- 0.00 0.0 36 17.1 15. 9 120.4 2.635 12.50 0.041 0.5 , Pipe: 41 0.0 14.4 34 12.50 120 16.6 33 17.1 16. 6 189.1 29 3.000 ---- 0.00 0.0 37 17.1 17.1 203.6 3.260 12.50 0.038 0.5 Pipe: 42 0.0 203.6 33 2.34 120 17.1 37 17.1 17.1 -200.2 41 1.500 N: 8.0 8.00 -1.0 38 19.4 16.1 3.4 1.610 10.34 0.001 0.0 Pipe: 43 � 0.0 0.0 73.17 120 16.1 38 19.4 16.1 3.4 37 1.500 2E:10.0 10.00 0.0 39 19.4 16.1 3.4 1. 682 83.17 0.000 0.0 Pipe: 44 0.0 0.0 2.34 120 16.1 39 19.4 16.1 3.4 38 1.500 N: 8.0 8.00 1.0 40 17.1 17.2 3.4 1.610 10.34 0.001 0.0 Pipe: 45 0.0 120.4 32 22.50 120 15.9 36 17.1 15.9 -14.4 35 2.500 2E:16.0 16.00 0.0 40 17.1 17.2 106.0 2.635 38.50 0.032 1.2 Pipe: 46 0.0 203.6 33 12.50 120 17.1 , 37 17.1 17.1 -3.4 38 3.000 ---- 0.00 0.0 41 17.1 17. 6 200.2 3.260 12.50 0.037 0.5 Pipe: 47 0.0 200.2 37 2.34 120 17.6 41 17.1 17. 6 -198.4 45 1.500 N: 8.0 8.00 -1.0 42 19.4 16.6 1.8 1.610 10.34 0.000 0.0 Pipe: 48 0.0 0.0 73.17 120 16.6 42 19.4 16.6 1.8 41 1.500 2E:10.0 10.00 0.0 43 19.4 16. 6 1.8 1.682 83.17 0.000 0.0 Pipe: 49 0.0 0.0 2.34 120 16.6 43 19.4 16. 6 1.8 42 1.500 N: 8.0 8.00 1.0 ' " 44 17.1 17. 6 1.8 � 1.610 10.34 0.000 0.0 Pipe: 50 0. 0 106.0 36 12.50 120 17.2 40 17.1 17.2 3.4 39 2.500 ---- 0.00 0.0 44 17.1 17.6 109.4 2.635 12.50 0.034 0.4 Pipe: 51 0.0 200.2 37 12.50 120 17.6 � 41 17.1 17.6 -1.8 42 3.000 ---- 0.00 0.0 45 17.1 18.0 198.4 3.260 12.50 0.036 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 I DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 52 0.0 198.4 41 2.34 120 18.0 45 17.1 18.0 -198.1 49 1.500 N: 8.0 8.00 -1.0 46 19.4 17.0 0.4 1.610 10.34 0.000 0.0 Pipe: 53 0.0 0.0 73.17 120 17.0 46 19.4 17.0 0.4 45 1.500 2E:10.0 10.00 0.0 47 19.4 17.0 0.4 1.682 83.17 0.000 0.0 Pipe: 54 0.0 0.0 2.34 120 17.0 47 19.4 17.0 0.4 46 1.500 N: 8.0 8.00 1.0 48 17.1 18. 0 0.4 1.610 10.34 0.000 0.0 Pipe: 55 0.0 109.4 40 12.50 120 17.6 44 17.1 17. 6 1.8 43 2.500 ---- 0.00 0.0 48 17.1 18. 0 111.2 2.635 12.50 0.035 0.4 Pipe: 56 0.0 198.4 41 12.50 120 18.0 45 17.1 18.0 -0.4 46 3.000 ---- 0.00 0.0 49 17.1 18.5 198.1 3.260 12.50 0.036 0.5 Pipe: 57 0.0 0.0 2.34 120 17.5 50 19.4 17.5 1.4 51 1.500 N: 8.0 8.00 1.0 49 17.1 18.5 1.4 1.610 10.34 0.000 0.0 - Pipe: 58 0.0 0.0 73.17 120 17.5 51 19.4 17.5 1.4 52 1.500 2E:10.0 10.00 0.0 50 19.4 17.5 1.4 1.682 $3.17 0.000 0.0 Pipe: 59 0.0 111.5 48 2.34 120 18.5 52 17.1 18.5 -110.1 56 1.500 N: 8.0 8.00 -1.0 51 19.4 17.5 1.4 1.610 10.34 0.000 0.0 Pipe: 60 0.0 111.2 44 12.50 120 18.0 48 17.1 18.0 0.4 47 2.500 ---- 0.00 0.0 52 17.1 18.5 111.5 2.635 12.50 0.035 0.4 Pipe: 61 0.0 1.4 50 12.50 120 18.5 49 17.1 18.5 198.1 45 3.000 ---- 0.00 0.0 53 17.1 18.9 199.5 3.260 12.50 0.037 0.5 Pipe: 62 0.0 0.0 2.34 120 17.9 54 19.4 17.9 2. 9 55 1.500 N: 8.0 8.00 1.0 53 17.1 18. 9 2.9 1.610 10.34 0.000 0.0 Pipe: 63 0.0 0.0 73.17 120 17.9 55 19.4 17. 9 2.9 56 1.500 2E:10.0 10.00 0.0 ; 54 19.4 17.9 2.9 1.682 83.17 0.000 0.0 Pipe: 64 0.0 110.1 52 2.34 120 18.9 56 17.1 18. 9 -107.2 60 1.500 N: 8.0 8.00 -1.0 55 19.4 17.9 2.9 1.610 10.34 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID ,($t. ) T Pf/ft. (Pf) Pipe: 65 0.0 111.5 48 12.50 120 18.5 52 17.1 18.5 -1.4 51 2.500 ---- 0.00 0.0 56 17.1 18.9 110.1 2.635 12.50 0.034 0.4 Pipe: 66 0.0 2.9 54 12.50 120 18.9 53 17.1 18.9 199.5 49 3.000 ---- 0.00 0.0 57 17.1 19.4 202.3 3.260 12.50 0.038 0.5 Pipe: 67 0.0 0.0 2.34 120 18.4 58 19.4 18.4 4.8 59 1.500 N: 8.0 8.00 1.0 57 17.1 19.4 4.8 1.610 10.34 0.001 0.0 Pipe: 68 0.0 0.0 73.17 120 18.3 59 19.4 18.3 4.8 60 1.500 2E:10.0 10.00 0.0 58 19.4 18.4 4.8 1.682 83.17 0.001 0.1 Pipe: 69 0.0 107.2 56 2.34 120 19.3 60 17.1 19.3 -102.5 64 1.500 N: 8.0 8.00 -1.0 59 19.4 18.3 4.8 1.610 10.34 0.001 0.0 Pipe: 70 0.0 110.1 52 12.50 120 18.9 56 17.1 18. 9 -2.9 55 2.500 ---- 0.00 0.0 60 17.1 19.3 107.2 2.635 12.50 0.033 0.4 Pipe: 71 0.0 4.8 58 12.50 120 19.4 57 17.1 19.4 202.3 53 3.000 ---- 0.00 0.0 �I � 61 17.1 19.9 207.1 3.260 12.50 0.039 0.5 Pipe: 72 0.0 0.0 2.34 120 18.9 62 19.4 18.9 7.2 63 1.500 N: 8.0 8.00 1.0 61 17.1 19.9 7.2 1.610 10.34 0.002 0.0 I Pipe: 73 0.0 0.0 73.17 120 18.7 63 19.4 18.7 7.2 64 1.500 2E:10.0 10.00 0.0 62 19.4 18.9 7.2 1.682 83.17 0.002 0.2 Pipe: 74 0.0 102.5 60 2.34 120 19.7 64 17.1 19.7 -95.3 68 1.500 N: 8.0 8.00 -1.0 63 19.4 18.7 7.2 1.610 10.34 0.002 0.0 Pipe: 75 0.0 107.2 56 12.50 120 19.3 60 17.1 19.3 -4.8 59 2.500 ---- 0.00 0.0 64 17.1 19.7 102.5 2.635 12.50 0.030 0.4 � Pipe: 76 0.0 7.2 62 12.50 120 19.9 61 17.1 19. 9 207.1 57 3.000 ---- 0.00 0.0 65 17.1 20.4 214.3 3.260 12.50 0.042 0.5 Pipe: 77 0.0 0.0 2.34 120 19.4 66 19.4 19.4 10.2 67 1.500 N: 8.0 8.00 1.0 65 17.1 20.4 10.2 1.610 10.34 0.005 0.0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 I DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To F.it: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID jft. ) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 73.17 120 19.0 67 19.4 19.0 10.2 68 1.500 2E:10.0 10.00 0.0 66 19.4 19.4 10.2 1.682 83.17 0.004 0.3 Pipe: 79 0.0 95.3 64 2.34 120 20.0 68 17.1 20.0 -85.1 72 1.500 N: 8.0 8.00 -1.0 67 19.4 19.0 10.2 1.610 10.34 0.005 0.0 Pipe: 80 0. 0 102.5 60 12.50 120 19.7 64 17.1 19.7 -7.2 63 2.500 ---- 0.00 0.0 68 17.1 20.0 95.3 2.635 12.50 0.026 0.3 Pipe: 81 0.0 10.2 66 12.50 120 20.4 65 17.1 20.4 214.3 61 3.000 ---- 0.00 0.0 69 17.1 21.0 224.5 3.260 12.50 0.046 0.6 Pipe: 82 0.0 0.0 2.34 120 19.9 70 19.4 19. 9 13.8 71 1.500 N: 8.0 8.00 1.0 69 17.1 21.0 13.8 1.610 10.34 0.008 0.1 Pipe: 83 0.0 0.0 73.17 120 19.3 71 19.4 19.3 13.8 72 1.500 2E:10.0 10.00 0.0 70 19.4 19.9 13.8 1.682 83.17 0.007 0.5 Pipe: 84 0.0 85.1 68 2.34 120 20.3 72 17.1 20.3 -71.3 76 1.500 N: 8.0 8.00 -1.0 71 19.4 19.3 13.8 1.610 10.34 0.008 0.1 Pipe: 85 0.0 95.3 64 12.50 120 20.0 68 17.1 20.0 -10.2 67 2.500 ---- 0.00 0.0 72 17.1 20.3 85.1 2.635 12.50 0.021 0.3 Pipe: 86 0.0 13.8 70 12.50 120 21.0 69 17.1 21.0 224.5 65 3.000 ---- 0.00 0.0 73 17.1 21. 6 238.2 3.260 12.50 0.051 0. 6 Pipe: 87 0.0 0.0 2.34 120 20.5 74 19.4 20.5 17.9 75 1.500 N: 8.0 8.00 1.0 73 17.1 21. 6 17.9 1.610 10.34 0.013 0.1 Pipe: 88 0.0 0.0 73.17 120 19.6 75 19.4 19. 6 17.9 76 1.500 2E:10.0 10.00 0.0 74 19.4 20.5 17.9 1. 682 83.17 0.011 0.9 Pipe: 89 0.0 71.3 72 2.34 120 20.5 76 17.1 20.5 -53.4 80 1.500 N: 8.0 8.00 -1.0 75 19.4 19. 6 17.9 1.610 10.34 0.013 0.1 Pipe: 90 0.0 85.1 68 12.50 120 20.3 72 17.1 20.3 -13.8 71 2.500 ---- 0.00 0.0 76 17.1 20.5 71.3 2.635 12.50 0.015 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MAN.UFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pi e Ta K-fac Add Fl Add Fl To Fit: L C (Pt) P g To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (•f:t. ) T Pf/ft. (Pf) Pipe: 91 0.0 17.9 74 10.83 120 21.6 73 17.1 21. 6 238.2 69 3.000 ---- 0.00 0.0 77 17.1 22.3 256.1 3. 260 10.83 0.058 0.6 Pipe: 92 0.0 0.0 2.34 120 21.0 ' 78 19.4 21.0 22.0 79 1.500 N: 8.0 8.00 1.0 77 17.1 22.3 22.0 1.610 10.34 0.019 0.2 Pipe: 93 0.0 0.0 73.17 120 19.8 79 19.4 19.8 22.0 80 1.500 2E:10.0 10.00 0.0 ' 78 19.4 21.0 22.0 1.682 83.17 0.016 1.3 Pipe: 94 0.0 53.4 76 2.34 120 20.6 80 17.1 20.6 -31.5 86 1.500 N: 8.0 8.00 -1.0 79 19.4 19.8 22.0 1.610 � 10.34 0.019 0.2 Pipe: 95 0.0 71.3 72 10.83 120 20.5 76 17.1 20.5 -17.9 75 2.500 ---- 0.00 0.0 80 17.1 20.6 53.4 2.635 10.83 0.009 0.1 Pipe: 96 0.0 22.0 78 4.33 120 22.3 77 17.1 22.3 256.1 73 3.000 T:20.0 20.00 0.0 81 17.1 23.9 278.1 3.260 24.33 0.068 1.6 Pipe: 97 0.0 0.0 5.67 120 23.9 83 17.1 23.9 31.5 84 3.000 T:20.0 20.00 0.0 81 17.1 23.9 31.5 3.260 25.67 0.001 0.0 Pipe: 98 0.0 0.0 2.34 120 22.5 84 19.4 22.5 31.5 85 1.500 T:10.0 10.00 1.0 83 17.1 23.9 31.5 1.682 12.34 0.030 0.4 I Pipe: 99 0.0 0.0 73.17 120 20.0 85 19.4 20.0 31.5 86 1.500 2E:10.0 10.00 0.0 84 19.4 22.5 31.5 1.682 83.17 0.030 2.5 _ Pipe: 100 0.0 0.0 2.34 120 20.6 86 17.1 20. 6 31.5 80 1.500 T: 8.0 8.00 -1.0 85 19.4 20.0 31.5 1.610 10.34 0.037 0.4 Pipe: 101 0.0 53.4 76 10.00 120 20.6 80 17.1 20. 6 -22.0 79 2.500 ---- 0.00 0.0 86 17.1 20. 6 31.5 2.635 10.00 0.003 0.0 � Pipe: 102 0.0 31.5 83 6.17 120 23.9 81 17.1 23.9 278.1 77 3.000 2E:20.0 40.00 0.0 TOP 17.1 27.7 309. 6 3.260 T:20.0 46.17 0.083 3.8 Pipe: 103 0.0 0.0 16.08 120 27.7 TOP 17.1 27.7 309.6 81 4.000 C:29.0 95.00 7.0 BOT 1.0 36.1 309.6 4.260 B:16.0 61.08 0.022 1.4 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # l.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID :.�,q:Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID � "(ft. ) T Pf/ft. (Pf) Pipe: 104 0.0 0.0 72.00 150 36.1 BOT 1.0 36.1 309.6 TOP E6.000 E:22.0 36.00 0.4 HOSE 0.0 36. 8 309.6 6.080 L:14.0 108.00 0.003 0.3 Pipe: 105 H.S. 250.0 Disch 172.00 150 36.8 HOSE 0.0 36.8 309.6 BOT E6.000 4E:88.0 88.00 -1.3 DCD 3.0 37.5 559.6 6.080 260.00 0.008 2.0 Pipe: 106 0.0 Fixed Pressure Loss Device DCD 3.0 37.5 559.6 HOSE 4.0 psi, 559.6 gpm DCS 3.0 41.5 559.6 Pipe: 107 0.0 0.0 T:59.0 65.00 140 41.5 DCS 3.0 41.5 559. 6 DCD D8.000 2L:44.0 110.00 1.3 CONN 0.0 43.1 559.6 8.390 G: 7.0 175.00 0.002 0.3 Pipe: 108 0.0 0.0 50.00 140 43.1 CONN 0.0 43.1 559. 6 DCS D8.000 ---- 0.00 0.0 TEST 0.0 43.2 559.6 8.390 50.00 0.002 0.1 NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2016) under license no. 1608008510 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.197 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.9 ft/sec at pipe 102. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node TEST under full flow conditions is 56. 62 psi with a flow of 626.47 gpm. SPRINKLER SYSTEM HYDRAULIC ANAZYSiS Page 15 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANDF�CTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. . ..:t,_, (6) PIPE FITTINGS TABLE - • � � Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.682 5.00 10. 00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2. 635 8.00 17. 00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT Z �2� 3 4 5 6 7 8 <9> 67.7 41.9 16.8 8.2 33.2 58. �18> 1 67.7 <11> 12 13 14 15 16 1 8 � <19> 67. 6 41.7 16.5 8.6 33.7 59. <25> 2 35.3 <21> 21 22 <23> 2 18.0 <26> 30.1 1.9 z6•Z <30> 2 65.4 <28> 2 44.2 <31> 8•3 <35> 3 3 35.9 73.7 <33> <36> 15.9 <40> 3 89.1 <38> 3 20.4 <41> 14•4 <45> 3 03.6 <43> 3 06.0 <46> 3'4 4 <50> 4 00.2 <48> 09.4 <51> 1.8 <55> I 4 98 q <53> 4 11.2 <56> 0'4 <60> 5 198.1 <58> 5 111.5 <61> 1•4 <65> 5 99.5 <63> 5 10.1 <66> 2'9 <70> 5 02.3 <68> 5 07.2 <7ll 4.8 <75> 6 07.1 <73> 6 02.5 <76> 7.2 <80> ' 6 214.3 <78> 6 95.3 <81> 10.2 <85> � 24.5 <83> � 5.1 <86> 13.8 <90> � 38.2 <88> � 1.3 <9U 17•9 <95> � � 56.1 <93> � 3.4 8 <96> �o , 22•� <101> 8 108> <99> 8 1.5 559.6 � CONN 31.5 86 � ; � �EP�6YE�H��L� ��6�E �EPI�l��'�EN1' 38410 6th Ave Zephyrhilfs,'�L--°.33542 FIRE SERI!!CE lJSER rFf ES � o��N�.: �� -�`,� �rr?�`�-� Plan No.; Contractor: �� Business Narne:_�Vr?afL.t lrr �.r*��su�c..�-y7 Bi!ling Address: Business Address. �c c��s� t"'a�.r�.�'r� Business Phone No.: Billing Ptiane Na.: Business Fax No.: Billing Fax Nb.: .Contact: Cantact: Pf.AAt REVIEW FEfB INSPECTiOF3 FEES , PERMiT FEE FALSE ALARM FEE 8 Site Plan N!C Annuat N!C Sprinkier $50 'istAlarin hl1C Mutt+-FamtlytCommercia! .06 sf 1st Re-inspec#ion NIC Standpipes $50 2nd FFlarm i�ItC {Minimum Charge$25.40 2nd Re-inspe�tion $940 Fire Pump $5Q 3rd Afarm fVlC �Plan Revisions DBL 3rd Re-inspection $250 Hoods $5Q 4th Alarm $9Q0 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $15Q SPRINKLER SYSTEMS (Business closed until , LP Gas $50 6th Alarm $200 , �0-25 Heads $50 vialations corrected) •; Natural Gas $50 NON COMPLIANCE $150 28 plus Heads $100 SPRIN}CLER SYSTEMS Fuel Tanks- per�ank $50 STANL1PiPE SYSTEM Mydro Undergrounds $45 Sparklers $1d0 �Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PtlIV1P Acceptartce7est $45 persystem Camp Fire $25 � �Per Pump $140 Hydrant Flow $75 Confroiled Bum $900 FlRE ALARM 8YSTEM NoodlDuct $5Q • 0-25 Devices $50 FlRE ALARM SYS7EM Place of Assembly $50 fv,nua� 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSIOId SYSTEMS Recall Acceptance $50 Flammabie Application $50 a,nuai Wet $50 OTHER Waste Tire Storage $50 ,annuai . Dry $5d �ire WalUSmoke Waii $15 perwall Generator<KW $100 C42 $50 LP Gas $25 pertenk Generator>30 KW i50 Other $54 h}atnrat Gas $25 persystem Bia-Hazard Was#e �$9p0 annuai KlTCNEN EXHAUST Fumigation Tenting $SO �HoodlDucts $54 Tent 1Q'x10'ar greater $45 �ertent Torch PoUApplied $50 OTHER Fire Pump $45 Haz.Materials $10Q annuai " LP Insfallatlon per tank $50 Fire Suppression $30 � , Fuel Tank Installation $50 System Acceptance ❑ (Per Tanlc) $50 8 E�chaust Hood/Duct $30 Natural Gas tnstaliation $50 Re-inspeCtion DBL {Per System) {other than annual} �Spray Boath $50 � Inspection soheduled DBL 8 and canceiled less than 24 haurs Construction Insp. N!G Emergency Vehicie A� $50 FALSE Al.ARM PLAfVS TOTAL /5"o INSPECTION TOTAL �t5 PERMIT TOTAL i�u 70TAL� i GRAND TOTAL ;�-'�i�� Comments: Da#e: �a- �q.�� inspector: /c--�l.---.-�-�.----__ flth � — __ � � �_ , �o_, . ��U'-� �� ,� � � �y .�� .__ �y-� - ^�'.;:_-- _'_ ' City of Zephyxhills BUILDING PLAN REVIEW.COMMENTS Contractor/Homeowner: �~ �� Date Received: /�—( /�� Site: G �/� � ��°s'e-� OL• Pernut Type: Y��G�-�`�� Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the pernut and/or plans. - � 1a .�9 •i� Gene Brown–Fire Safety Officer Date Contractor andlor Homeowner �� (Required when comments are present) � FIRE SPRINKLER PRODUCT SUBMITTALS FOR: SUNRISE PROPERTIES 4035 CORREIA ZEPHRYHILLS, FL. SUB CONTRACTOR: MIKEN FIRE PROTECTION, INC. 1019 WILDROSE DRIVE LUTZ, FL. 33549 P: (813) 949-8702 F: (813) 949-8724 GC: RYMAN CONSTRUCTION 36413 SR 54 ZEPHRYHILLS, FL. 33541 P: (813) 782-0825 . - =-� � a Bulietin 014 Rev � p iV9odel F1 FR Seroe� - Quick Response - Gla�s Bulb Sprinklers Model F1 FR56 Sprinkler Types .s_.-.�..�_ „�- Standard Spray Upright %f``��=�' �'�'� '�� c�;.,<:..�.{�� , �� r `.�,��?{ ��R ' �7 Standard Spray Pendent �� ' p ..� . 4.» �� - Conventional Upright/Pendent ,�t�y �' � ~ ,.�� ,di�k: ��.4~�`,_ ��.J'� � Vertical Sidewali �,„.,,�.. �t Horizontal Sidewall �,�� n��;� :�� Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent :�:.__..-�>=.a ��,,..__:;_ Horizontal Sidewall �"��`'� 1-: '"`� Model F1 F Sp inkler'�yp �� l�� .i�-� -. �' ��`.� R56 Concealed r es �-�� '.��_� �{�=�==z, ,., �'�� Standard Spray Pendent �r` '' �� ' .� � '�'� ��,�� ::;� :' Model �'1 «�k��' ��r;,1. .� � �- FR42 F1 FRXLH & F1 FR28 S rinkler `�r= ''��.-1 �=�� ,�r_ p �� .,�4s Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright , Pendent/Fi/F2 Standard Spray Pendent " 4'1"i�i�.t ModelF1FR40S rinkl r �`�"'° „ ��'�;,�' ��"rya��`��'��`��`°� _ p e Types �,�:��;:� �.; :.� ��;�.,,�ka�,',��.�s, ,�<�.�� Stand r , ::�:��;�� :;_;3c�... �R�.,.;.�:��;...: ,:�,,:�-�,-„� a d Spray Pendent �.�k=� � �,..:r. .,��:�,r.,-,,,f��;�.w �:�• h.! �� ,�., i f, -.�:...: y, _ k;y,�h ir � �ij, rr f. :1 R42 F1 �� :�; �....�::{,�;�;i=:� �>. ,.fi:�- Model F1 F FR40 F1 FRXLH & F1 FR28 - Y"' �• =`�� "�.::°'��~��;��x� �. �� , � �� .�� n,,r� . _ �� . t4.. :� �Sr� '... , ��S'� �t'_>"t = "Ne�.?Y 7 7 •,'t, ! •+` ;4;,,+'+::y�.'.�SJ?."-�'s��? s�, _ . ssed p Yp t "- � _� _�.�_, -:-;a_ _, .�.�.� .. �`. Rece S rinkler T es ��;�:�� _ - _ --.�,..;.1�,,:� . � ,=�k �: . .y'�i...;�.��;,; `�:�.�,;;,�'�- {. �� .,.n._�� ;s s: �� J, Standard Spray Pendent �r��''- '';�� =°:":':;s. `'F"��-"�"' ' _;�.i,,;:-_:r�:.:;;.:;;.';�: � Model F1 FFi56LL&F1 FR42LL Low Lead Sprinkler Recessed �� Concealed Recessed -�y� Horizontal Sidewall Pendent Pendent/FP Standard Spray Pendent with less than 0.25°/ Lead � = � �`'�=� � `� - Content � f;�`��, .,i� -_ - � , �'�°� �� , -_-��'; :=�" *�w::,,.; - - Listing & Approvals ;#�" �� ``�r�.�° ��` �"`j��: s` _ . - ��3� �..y:v._, The followin or anizations rovide Listin s or A �"- - "-;r- ' 9 9- p 9 PProvals �-:,:��_=::�" . _,� , : . for various Model F1 FR series sprinklers. See the Design ; °�;�,�� ,.. �. , ,�..;,.� , and Installation table in this Bulletin for information on �� "` ` � ��' - ` `�� specific listings and approvals applicable to each sprin- XLH Upright XLH Pendent XLH Recessed kler. Pendent F1/F2 I 1. Underwriters Laboratories Inc. and Certified for Product Description � Canada(cULus) in accordance with ANSI/UL199. Reliable Model F1FR series sprinklers jp„s��'�h�y,� ' are uick-res on ' � ��' ; 2. FM Approvals(FM) q p se automatic sprin- ' �;, �f � 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. A��'�� u`:�'�' � Model F F ��'��N 4. VdS Schadenverhutung GmbH (VdS) 1 R senes sprmklers are Stan- � 5 Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- I Laboratories of Canada Certified for Health Effects tion of the Model F1FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprmkler which is an Old-style/Conven- PendentFP 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- tional sprinkler. CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb.These sprinklers have demonstrat� UL Listing C2��gory ed response times in laboratory tests which are five to ter Sprinklers,Automatic&Open(VNIV) times faster than standard response sprinklers. This quick Quick Response Sprinkler response e��ables the Modei F1 FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amouni af special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprirakler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 � I � ` At normal temperatures, the glass bulb contains the fluid Model F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases.The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 Ib-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1,Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 42 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the oniy recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availabiliry of eon will void all approvals and negate all warranties. specific Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5,as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler.Model Fi and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4inch the sprinkler is installed and should then be reinstalled on (19mm)and 1/2-inch (12.7mm)of adjustment, respectively, the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig.2,provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustrnent. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (S.Omm)of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1 FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching AppllCatlOn surfaces and to install the sprinkler in the frtting. Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed.When inserting or remov Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler rype are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate ontothe cup.Fnal adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contactwiththeceiling.Coverplateremovalrequiresturningthe provided in this Bulletin. cover plate in the counter clockwise direction.After installation, (nStall8ti017 inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place.Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with which clasp by hand. Do not use tools to remove bulb protectors. it is not specifically listed my prevent good fire protection and will void all guarantees,warranties, listings and approvals. 2. I — � Technical Data: Sensitivity: Quick-response Thread Sizea 1/2-inch NP7 standard, ISO 7-R1/2 optional IUlaximum Working Pressure: 175 psi (12 bar}- 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 &RA1435 cULus listed for 250 psi (17 bar) Design and Instaliation Information Nominal Nominat Nominal Listings Orifice pefiector/ Sprihk�er Installation Approval Model K-factor Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Qppravals Pendent 2.25 57 D RA14'11 cULus 2 F�FR28 2.8 40 318 10 Recesseti Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D RA1421 cULus 1,2 Pendent 2.25 57 D RA1418 VdS F1 FR40 4.0 57 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1A18 VdS Pendent 2.25 57 D RA1413 cU�us 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D RAi423 cULus 1,2 F1FR42LL 4.2 60 7l16 ip Pendent 2.25 57 D RA1410 cULus,ULH � Recessed Pendent 2.25 57 GFR2 RA1410 cULus,U�N FIFRXLH Pendent 2.25 57 D RA1413 cULus 2 {F1FR42 4.2 60 7I16 10 Recessed Pendent 225 57 GFft2 RA14'�3 cULus 2 with Pintle) Upright 2.25 57 D RA1423 cULus 1,2 Pendent 2.25 57 D RA14i4 ��`�5'F�' 1,2,3,4 LPCB,VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 °��s,�M. 1,2,3.4 LPCB,VdS,EC F1FR56 5.6 SO 1/2 15 Concealed Pendent 2.25 57 RC1 RA14'14 cULus,VdS,EC 5,6 Upright 2.25 57 D RA1425 cUtus,FM, y 2,3,4 LPCB,VdS,EC °Canventional 2 25 57 D RA1475 LPCB,VdS,EC 4 (Pendent or Upright)° Pendent 225 57 D RA1415 cU�us,U�H 1 F1FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus,ULH Cancealed Pandent 225 57 RC1 RAi414 cULus,ULH 6 Horizantal Sidewall 2.63 67 D RA1435 cULus,FM 1,2,3,7 F1FR56 5.6 8Q 1!2 75 Recessed Horizontai Sidewall �� 67 GFR2 RA1435 cULus,FM 8 F't FFi56 5.6 84 j/2 15 Verkical Sidewal! 2 25 57 D RA1485 cULus,FM, 1 2 3 9 (Pendent or Upright} �PCB �'�cULus�isted Corrosion Resistant sprinkler when ordered with available Polyester coating. ��cULus�isiec!Corrosian Resistant sprinkier when ardered with available Electroiess Nicke!PTFE piating. t'}Avai�able with FM approved Po(yester coating in black ar white. �4�Available with LPCB and VdS approved Polyester coating. «�VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkier are far 155°F{68°C)temperature rated sprinklers anly.VdS approved sprin- klers must use Norbuib brand glass bulbs with the 1/2-inch(12.7mm}adjustment Model CCP cover plate only. ' «�Model F1FR58 Concealed Pendent and Model F1FR56L.L Concealed Pendent sprinkiers must be used with Reliable Model CCP cover plates, availabie as eifher standard depth witi�1i2-inch{12.7mm}of adjustment or law prafile with 5J'16-inch(8.4 mm}of adjustment. {'r cULus�isting of fhe F1FR56 Narizontal Sidewal)sprinkler is{ar Ligfit and Ordinary Hazard occupancies only.FM Approvai of the F1FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. �8�cULus�isting and FM Approva!of the F1 Fn56 Reeessed Fiorizonial Sidewali sprinkfer is far Light Hazard accupancies oniy. {9�The F1FR56 Vertica(Sidewaii sprinkler is Iisted and approved far use only in Ligfit Hazard occupancies.Minimum to maximum deflector to cei!- ing distance shall be 4 inches to 12 inches(102mm to 305mm).LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installatian in the Pendent position anly. 3. �. _ Listed and Approved Temperature Ratings Ordinary Temp. `Intermediate Temp. High Temp. Classification -�Classification Classification Deflector/ 100°F(38°C)Max.Ambient 150°�F-(65°C)Max.Ambient 225°F(107°C)Max. Model Orientation Tem . Tem . Ambient Tem . 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Tem . Ratin Tem .Ratin Tem .Ratin Tem .Ratin Ratin Oran e Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb ' Pendent cULus F1FR28 Recessed Pendent cULus _ U ri ht cULus F1FR40 Pendent VdS Recessed Pendent VdS _ Pendent cULus F1FR42 Recessed Pendent cULus _ U ri ht cULus F1 FR42LL Pendent -- cULus,ULH — I Recessed Pendent -- cULus,ULH — Pendent cULus FIFRXLH Recessed Pendent cULus _ U ri ht cULus Pendent cULus,FM, LPCB,VdS, EC Recessed Pendent cULus,FM,LPCB,VdS,EC _ F1FR56 Concealed Pendent` cULus cULus,VdS,EC cULus — U ri ht cULus,FM, LPCB,VdS, EC "Conventional Pendent or U ri ht" LPCB,VdS, EC Pendent --� cULus,ULH — F1 FR56LL Recessed Pendent -- cULus, ULH — Concealed Pendent* -- cULus,ULH — Horizontal Sidewall cULus,FM F1 FR56 +Recessed Horizontal Sidewall cULus,FM _ Fi FR56 Vertical Sidewall(Pen- cULus,FM,LPCB dent or U ri ht '` Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 735°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C)temperature rated cover plate. Recessed Escutcheon Data �'� Listed and A roved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model prientation (Fig.1 &3) (Fig.1 &3) (Fig.2) SIN I 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) ' ad'ustment ad'ustment ad'ustment I F1FR28 Recessed Pendent cULus cULus cULus RA1411 I F1FR40 Recessed Pendent VdS VdS VdS RA1418 , F1 FR42 Recessed Pendent cULus cULus cULus RA1413 � F1FR42LL Recessed Pendent cULus,ULH cULus, ULH cULus,ULH RA1410 I F1 FR42X_LH Recessed Pendent cULus cULus cULus RA1413 I� F1FR56 Recessed Pendent cULus, E�CB,VdS, cUL VdS ECPCB cULus,VdS, EC PA1414 Ii F1FR56LL, Recessed Pendent cULus, ULH cULus, ULH cULus,ULH RA1415 I � F1 FR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 i 4 I 2 t/a"Hoce ow. [SZ2mmJ � 1 15/16'OW (49.2mm� � �_ /� L=_�_-I rs===i===�-� ___ 1"'X 7/2"R£DUCER rURN COLLAR � � UNTIL Tl6HT AGAINST SPRINKLER I WRENCH BOSS� \ � FACE OF FlTfING TO FACE OF CEILING DIMENSION II � I _,� II F7 ESCUTCHEON II I`� II A1' MAXIMUM RECESS = 1'[25.4mmJ �}-/�T�� L J AT MlNIMUM RECESS = 3/8"[9.5mm] F1 ESCUTCHEON e1/ F2 ESCUTCHEON 3/4"[79mmJ � AT MAXIMUM RECESS = 3/4'[79mm] ADJUSTMENT ��b,� AT MlNIMUM RECESS = 3/8"[9.5mmJ F2 ESCUTCHEON 1/2'[12.7mm) ADJUSTMENT � F1 ESCUTCHEON � 1/8.. AT MAXIMUM RECESS = 7/8"[22.2mmJ [3.2mmJ F2MESCUTCHEON SS = 1-5�8'(41.3mm] AT MAXIMUM RECESS = 1-1/8'[28.6mmJ AT MlNIMUM RECESS = 1-5/8"[41.3mm] 2 2�/s2^oca � [72.2mmJ Fg.1 Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model Fi or F2 escutcheon � � � L--_—— —=1 � __====�� . � � 1'X 1/2" REDUCER 2 5/8" DlA. [66.7mmJ -----�----- HOLE lN CEILING ` � \ / 2 5/16" DIA. [58.7mmJ � � � CUP L - � CEIUNG - — FACE OF FITflNG ��i�� ii� TO FACE OF CEILING - - -- - •_ - . � DIMENSION �_ ; `P'; AT MAXIMUM RECESS = 1-1/2'[38mm] ��G I i AT M!NIMUM RECESS = 1'(25.4mm] ; � � I ;:T'i .`,\ ?,�.�� '� AT MAXIMUM RECESS = 9/16"�14.3mmJ %z"(12.7mmJ AT MlNlMUM RECESS = 7[25.4mm) ADJUSTMENT 3 1/4" DIA. [82.6mmJ Fg.2 Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. � FACE OF Fl7TlNG TO FACE OF CEILlNG DIMENSION F1 ESCUTCNEON AT MAXIMUM RECESS = 1"(25.4mmJ AT MINIMUM RECESS = 3/8'(9.5mm] F) ESCUTCHEON F2 ESCUTCNEON AT MAXIMUM RECESS = 1-3/8'[34.9mm] AT MAXIMUM RECESS = 3/4'[19mm] Ar MlNIMUM RECESS = 2-1/16"[52.4mm] AT MINIMUM RECESS = 3/8'[9.SmmJ F2 ESCUTCNEON ' i AT MAXIMUM RECESS = 1-5/8'[41.3mmJ 2 1/4" HOLE DIA. 1�8.. AT MlNIMUM RECESS = 2-1/16�52.4mm] [57.2mm) (3.2mm] 1" X 1/2" REDUCER r' i —i r-� �r � \ ��Iilll � -r'l �J� IIIII 1 IIIIII � 4��-�2�� 1 15/16" DIA. J mn�___ [49.2mm� mn � ---� [101.6mm-304.8mm] iii�� 2 27/32"' DIA. CEILING TO � ""' � [72.2mmJ DEFLECTOR L inii i �� — �_r�l'__ �' TlGHT AGAINST SPRIINKLER � WRENCH BOSS. F1 ESCUTCHEON � 3/4'[19mm] ADJUSTMENT F2 ESCUrCHEON 1/2'[12.7mmJ ADJUSTMENT RECESSED HSW W/F1 OR F2 ESCUTCHEON �� I (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. I ' Fg.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBON/ -------- -------- � ------ --------+-------- � ------- „ I „ -- „ „ , , -------- ' ' -------/ , I r 1 2 5 8" DIA. 2 5�16" DIA — � �; HOL E !N CEILIPJG L_ J CUP ' �� d� 1 1/2" MAX. :�,::�;;f ��I��i i � FACE OF FITTING "" "�. TO r,4CE OF CEILING ` � D!l✓IENSION �e�- I �f.—iiiiii CEILING _ a° '��:::� I J I -- 1/2" MAX. � COVER ADJUSTMENT �`'�� I � � COUER PLATE — 1 ASSEMBL Y 3 5�16" DIA. T SPRINKLER � CONCEALED, 1 /2" ADJUSTMENT a»Fco,A Fg.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. � i" x 1/2"' P,ED'JCING� � �cE OR ECBOW ------=----=-• -------- - �----- ! _ I, ---� — —�—�-i, -------i-- -----�,-�--�— -- , � �-- � �� 2 5/8" DIA. 2 5�16" DlA — � �; NOLE IN CEILIPlG � L_ J CUP � ��y� 1 �l'/-2—tifAX FACE OF FI%TING �� ! TO FACE OF CEIUr��G �,.�,..r " '--'z'-�'_'�. I T%%%%-�%� DIMENSICi\� �-_� r � ;...�..� �...... CElLING ia i ___ � 5/16" MAX. � 3/4" COVER ADJUSTMENT � j COVER PLATE— / � ASSEMBLY 3 5/16" DIA. SPRINKLER-� CONCEALED. 5/16" ADJUSTMENT onFcou Fg.5-Modei F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.Omm)adjustrnent-Model CCP cover plate Maintenance The Model F1 FR Series sprinklers should be inspected and Materiai Data the sprinkler system maintained in accordance with NFPA Frame: DZR Brass,QM Brass,or Low�ead Brass 25.Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,2so,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw�Pintle: CDA Alloy 360 or 544 or gentle vacuuming.Replace any sprinkler which has been painted(other than factory applied)or damaged in any way. C�p' CD,4 A�Ioy s5i or sss A stock of spare sprinklers should be maintained to allow Washer: Nickel Alloy 440 or 360,coated with PTFE quick replacement of damaged or operated sprinklers. Adhesive Tape Finishes �'> B��b� Glass Standard Finishes S rinkler Escutcheon Cover late�'� Bronze Brass Chrome Ordering Information Chrome Plated Chrome White Specify: Pol ester Plated 1. Sprinkler Model' [F1 FR28][F1 FR40J[F1 FR42] Coated�4��5��6� White Painted [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] S ecial A Iication Finishes 2. Sprinkler Deflector/Orientation• [Pendent][Recessed S rinkler Escutcheon Cover late�'> Pendent][Upright][Conventional][Horizontal Sidewall] Electroless Nickel Electroless Nickel PTFE�'� PTFE Bright Brass [Recessed Horizontal Sidewall][Vertical Sidewall] Bri ht Brass�3� Bri ht Brass Black Platin 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Plated Black Plated Black Paint 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F Black Paint�2��6� Black Paint Off White (68°C)][175°F(79°C)][200°F(93°C)][286°F(141°C)] Off White�2��s� Off White Satin Chrome 5. Sprinkler Finish Chrome Dull Chrome Dull 6. Escutcheon Model: [F7][F2][FP] �'>Other finishes and colors are available on special order.Consult the 7. Escutcheon Finish (where applicable) factory for details.Custom color painted sprinklers may not retain their 8 Cover plate Model• [standard profile CCP 1/2-inch UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, (12.7mm) adjustment][low profile CCP 5/16-InCh unless specified otherwise. �� cULus Listed only. (8.Omm)adjustment] f3� 2oo°F(93°C)maximum. 9. Cover plate Temperature Rating: [135°F(57°C)for use �'> cliLus listed "corrosion resistance" applies to SIN Numbers RA1435 with Ordinary Temperature sprinklers][165°F (74°C) � � (HSV1�, RA1485(VSW), R�1425 (Upright), RA1414 (Pendent) and for use with Intermediate Temperature sprinklers] RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. 10. COVef pl8te 1=1I11Sh �'> FM Approvals finish as"Polyester coated"applies to SIN Number RA1414,RA1435 and RA1425 in standard black or white. Note: When Model F1 FR Series Recessed sprinklers are ordered, the isi LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 sprinklers and escutcheons are packaged separately. (VdS)and RA1475. �'�cULus listed Corrosion Resistant 7 l Rel iable. . . For Cor� � lete Prote�tion � Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life a�d property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers � Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprink�ler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains � Alarm valves • Ball drips and drum drips • Retard'ing chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protec6on Association,Faciory I Mutual Researcn Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by , Reliable Automatic Sprinkler Co.,InC. Recycled � � (800)431-1588 Sales Offices - Paper � '� � (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler com Internet Address EG.Printed in U.S.A.1 O/16 P/N 9999970300 l • ,. , o ' o Bulle�in 136 Rev.T - �liodel F1 FR LO � � ��-�- K8.0 �115 rr�etric) �� " � C�ui�k Response W � � Sprinklers � Model F1 FR LO Sprinkler Types =- ,��-;w�, :�=:>�:., ;r��-�.=,��. Standard Spray Upright , �`�'�q��,r�;.� 'r• �•��`�:��k„�, m.- „ �' ��:�_;=� Standard Spray Pendent � , t;';� `�� :�'=�=��` Conventional �� = �'�S �� .� ,�._-.__,;�� i *�Y";y�7 ,C��. • I e K 1*„r�E',,, Model Fi FR LO Recessed Sprinkler Types ��w:��RFs��;�>�'� �� K', � Recessed Standard Spray Pendent � �-�Y1?�� r - �.;�, �:�, i _-�';;: ��r:;�,r,,;. IL..a+e.f^� ��,«y',..iT�J.:x:� For Model F1 FR '/z" K 5.6 (80), 4 2 (60) & 2.8 (40)Sprin- ' Upright Pendent , kler Types refer to Bulletin 014 for technicai specifica- tions and approvals. ; , _,;�,,��._ � `�'�''�y��`=� �=�"^-:,•� -�.:�� Listings & Approvals �� r��=�=:��;..:��= � ..1;:__.�--��.;:�v::'.��.�.._�: S `.._ �r"�.Vr�` - . ._. 1. Listed by Underwriters Laboratories, Inc. (UL) � � :, _- _ z�¢`�'`-''� �:.��,�;.t� ��-'. `:�<� �,`�,:,.,,�, 2. Listed by Underwriters Laboratories.of Canada(ULC) � �-. ,� �, -��-�:; r�; 3. Factory Mutual Approvals (FM) ��'�' __= --- �.�� ± =`; 4' �:�• 4 Loss Preventio �`t��,, n Council (LPCB, UK) �� '`- �'"'4�S-;L- '- _�.f �,,��M ,,:,;=�; '=�-_=,_��_.;�, 5. Verband der Schadenversicherer Gmbh ��_�' �r��=�`'� ', 6. EC Certificate• 1438-CPD-0049 (R3612) Conventional Recessed Pendent 1438-CPD-0048 (R3622) (Model FP Shown) 1438-CPD-0047 (R3672) to push out against the bulb, causing the glass to shatter, L1L Listing Category opening the waterway and allowing the deflector to distrib- Sprinklers, Automatic& Open ute the discharging water. I Quick Response Sprinkler The temperature rating of the sprinkler is identified b the Y ULGuide Number color of the glass bulb. ' vN�v Application Product Description Quick response sprinklers are used in fixed fire protec- Reliable Models F1FR LO and F1FR LO Recessed Sprin- tion systems: Wet, Dry, Deluge or Preaction. Care must be klers are quick response sprinklers which combine the du- exercised that the orifice size, temperature rating, deflector rability of a standard sprinkler with the attractive low profile style and sprinkler type are in accordance with the latest of a decorative sprinkler. published standards of the National Fire Protection Asso- The Models F1 FR LO and F1 FR LO Recessed automatic ciation or the approving Authority Having Jurisdiction.Quick sprinklers utilize a 3.0 mm frangible glass bulb.These sprin- response sprinklers are intended for installation as specified klers have demonstrated response times in laboratory tests in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or which are five to ten times faster than standard response other applicable standards. Quick response sprinklers and sprinklers.This quick response enables the Model F1 FR LO standard response sprinklers should not be intermixed. and F1 FR LO Recessed sprinklers to apply water to a fire IriStallatlOn much faster than standard sprinklers of the same tempera- Quick response sprinklers are intended for installation ture rating. as specified in NFPA 13, FM Global Loss Prevention Data The glass bulb consists of an accurately controlled amount Sheet 2-8N or other applicable standards. Quick response � of special fluid hermetically sealed inside a precisely man- sprinklers and standard response sprinklers should not be uiactured glass capsule. This glass bulb is specially con- intermixed. structed to provide fast thermal response. The balance of The Model F1 FR LO Recessed Quick Response Sprin- parts are made of brass, copper and beryllium nickel. klers are to be installed as shown. The Modei F1 or F2 Es- At normal temperatures, the glass bulb contains the fluid cutcheons illustrated are the only recessed escutcheons to i in both the liquid and vapor phases. The vapor phase can be u�ed with the Model F1FR LO Sprinklers. The use of be seen as a small bubble. As heat is applied, the liquid any other recessed escutcheon will void all approvals and expands,forcing the bubble smaller and smaller as the liq- negate all warranties. uid pressure increases. Continued heating forces the liquid Reliable Automat6c Sprinkler Co., Iroc., 103 Fairview Park Drive, Elmsford, New York 10523 �I J . o 0 o i DEr LECTOF�-� - - � � \ � �, � j / � � --—-- � --—� � L 0%D SC.REW � BULB WASHER � CUP FRAME iisvcaz Technical data: Defiector Nominal Thread Max. Min. Temperature Models Response Orientation K-Factor Size Working Working Rating Finish Pressure Pressure Quick Upright K$� 3/a"NPT See See I FiFR LO Response Pendent �115 metric) or 175 psi�'� 7 psi "Temperature "Finish Conventional IS07-1R3/a Ratings"Table Table" Material Data: Frame Deflector Load Screw Cup Washer Bulb DZR Brass CDA Alloy 210,220,314,316,360 CDA Alloy 314 Nickel Alloy 440 or Alloy 360 C�1 Brass CDA Alloy 510 or or coated with PTFE Adhesive Tape Giass CDA Alloy 544 CDA Alloy 353 See"Installation Data"tables for additional information on each sprinkler model. �'>Model F1FR LO Pendent, Recessed Pendent, and Upright sprinklers (SIN R3612 and R3622) are cULus Listed for ' 250 psi f 17 bar). 2. I � Model F7 FR LO Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench � Installation Data: � -- I Nominal Sprinkler Sprinkler Type K-Factor Sprinkler Approval Identification Height Organization Numbers SIN US Metric SSU SSP Standard-U ri ht SSU and endent SSP Deflectors Marked to Indicate Position 17/32"(20mm Lar e Orifice with 3/a"NPT(R3/< Thread 8.0 115 2.3"(58mm 1,2,3,4,5,6 R3622�'A2j�'� R3612�ZN" Conventional-Install in Upright or Pendent Position 20mm Lar e Orifice with 3/a"NPT(R3/4)Thread S.0 115 58mm 4 R3672 "�Polyester coated upright UL and ULC listed corrosion resistant R3622. I �2>FM Approved for polyester coated sprinkler.R3622,R3612. �3�Electroless Nickel PTFE Plated -cULus listed Corrosion Resistant ..�---��•,. �'�';,` ..-�.�-�. �,,. WM;` .,ti. '�`�:. a . - .�.'�s:.�a.;,� t� "£ '7��„��.:`; �f'-��""°..�.'..:.'t�,; ,,d''y"�_�'.��: [;ks ' !` �.�'�#SCxs e " ��^ i� ;,�e � ea �;s'-'^'-"�� p,, y �' ry��,° , ar��n.`_ �� i:-:Y�a>� 3" �t'r:a- -a •*+ - {�$:'- � �� ; ..�� c�r:�:n'�i�- '`;� ' `� �v;°'.'�CAa.j3� 5->�rY-r i"l.e L.'�,�-�ti°"`�,�''�_ i� fiy:.,� ;� �"�=��ti _�;�:::._... -.7Y�:�;� «"y,T�� Sc. S�`�:'�..;=+ �'�'""'�"�'�''`�`X�'x v"`� oq•,�• '� Upright Pendent Conventional Model F1 FR LO Quick Response Recessed Pendent Sprinkler�'� Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Sprinkler Approval�'> Sprinkler Nominal Orifice Thread Size"T" K-Factor Organization Identification US Metric Height F1 F2 FP Numbers(SIN) 17/32"(20mm) 3I4��NPT(R3/a) 8.0 115 2.3"(58mm) 1,2 1,2,3 1,2 R3612�z> �'�Refer to escutcheon data table for dimensions. I �2�Electroless Nickel PTFE Plated -cULus listed Corrosion Resistant i----°;;_.., ;-—�.---� L-=__�-==J �(�i2. —� i _=—_I__�� `�j 1 _ __ .-)'x 3/:'�(Li.•.'Ee2 �___ -I____ . -��_�i��- 'i ?5he'iiJ 'dE.lr..�,J . I :. ' � � .._/+'R[.�..:.:c G.f..CEi_..:•.: `� I • � u,'Cl.1<9 �'r—i—�i�. \ I :r c�: . i ✓ a.."ri __..- �.-f—•.-�i .�fi'Ra�eL•4 � ' • 5c •_��__{-�_�_ : A:A+u^. a�'C:L�9C55—\ \ ' _ �LYC. ([:nvrTr+ ..a. _ . � �F::�rG _ra.u�..Y,..,.. _— - \� 1- i��—�� .tu....- � _� - � � : !F=__—=� / � _� ' <_ . G ' wa,.ou e� � �'__('�t r�'i� ,� -,. �: •'// � : '._._..�_'____—____' e:n�:w.YF.^.E_ � . ___ O f°=E G��[4�ei SS=:T93.�n�.ry -1 i� 1 J ' ' -.,a-��s. ;o�va . �i s`<=��;:�;�'� ��-T�'�_ � ; <r u`.,�,.�,�^�„" T; � _ � / �_:� -:s,�T; r. i; ky'r—K; r„_,.�,.,. p1.`5rv4Y' � ' f a Y.�v 'c �� F �• •y!;; ) wF.f:L55� _:/_7zEn.r oJsva' � ,,,,, • �y=f``=--_iejs.s��.,� � i! �I �I �� r.Yv:,`;vv„c_ce��. �:jr=rzi...;:.` � t�'"_l 6:.,..•r_Lrr � : !_____i.S�G-11-�� :7. ,.>7 .}:s.wcn.,,i, �,. � �:.r„r..,..: __�`��(�rj i i % � � ! I\ %,� '/^" �� Y<�-�^.':.Ff.^.f55�)/f",•':•:�:..r; �I �. '' ' i i.'.4<XivJu FC:r�.�.�9/�fY:<..M.,._: i' =��; .,. .:rr.r�s- i-:;/°7<:a�...nl z"=.r�.T.�,; 1;��! •- , -�:.::u; �_.�� - I �__ A:,-,:;�:,,��_ ,,��<,�,,; .__;�,r_ {I _V ,�«<_ _�,F-_�.a�� w -•:, i —�-J=---- t ; . •._ � .,:,:,� . G � __""--__'1_.a. _.v...r�E.^�55�.-i/Eye:._ � _.�. � I .,E.-.:ti_.. I _>�: f�1.hm� I :))..� ' � "� RECESSED PENDENT W�FP E UT H N ___ C C EO - -� _..__ .� _ / _:,<� •5'�':;:w1L'x KCT l.�,�?:C�CO:r r:�CSCUtii2Gn' RECESSED �PENDENT W/F1V OR F2 ESCUTCHCON •SF�.�k:E+.u!!u u'rM`K^mJ:F�Fs.i•'.:�C.. 3. Sprinlder Types When installing Model F1 FR LO Sprinklers, use the Model Standard Upright D Sprinkler Wrench. When installing Model F1FR LO Re- Standard Pendent cessed Pendent or Sidewall Sprinklers,use the Model GFR1 Conventional Sprinkler Wrench. Any other type of wrench may damage Recessed Pendent these sprinklers. Note: A leak tight '/z" NPT (RY2) sprinkler Finishes�'>�2� I joint can be obtained with a torque of 8- 18 ft-Ibs (11 - 24 N-m). Do not tighten sprinklers over maximum recommend- Standard Finishes ed torque. It may cause leakage or impairment of the sprin- S rinkler Escutcheon klers. Bronze Brass Chrome Plated Chrome Plated�3� Glass bulb sprinklers have orange bulb protectors to White Polyester Coated�"��5} White Painted�3J minimize bulb damage during shipping, handling and in- S ecial A lication Finishes stallation. REMOVE THIS PROTECTION AT THE TIME THE S rinkler Escutcheon SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE Electroless Nickel PTFE�E� Electroless Nickel PTFE � PROTECTION. Removal of the protectors before this time Bright Brass Bright Brass may leave the bulb vulnerable to damage. RASCO wrench- Biack Piaced Black Plated es are designed to install sprinklers when covers are in Black Paint Black Paint Off White Off White place. REMOVE PROTECTORS BY UNDOING THE CLASP satin Chrome Chrome Dull BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- �� Other finishes and colors are available on special order. TECTORS. Consult the factory for details. �2� FM Approvals is limited to bronze and brass,chrome or black Temperature Ratings plated finishes only. �'> FP Push-on/Thread-off escutcheon. S rinkler Maximum �d� cULus listed corrosion resistance. Classification Temperature Ambient Bulb (5' SIN R3622. I Tem erature Color FM Approved for SIN R3622,R3612 �F �C �F �C �6J cULus listed corrosion resistant 51N R3622&R3612 Ordina 135 57 100 38 Oran e Note: For�/z"orifice pendent FM approved white polyester coated, Ordinar 155 68 100 38 Red cULus listed white and black polyester and Electroless Nickel Intermediate 175 79 150 66 Yellow PTFE Plated corrosion resistant sprinklers refer to bulletin Intermediate 200 93 150 66 Green 014' Hi h�'� 286 141 225 107 Blue Maximum Working Pressure �'�Not Available for recessed sprinklers. 175 psl(12 baf) SIN R3612&R3622 cULus listed for 250 psi(17 bar) Maintenar�ce 100% Factory tested hydrostatically to 500 psi(34.5 bar) The Models F1 FR LO and F1 FR LO Recessed Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap Ordering Information and water, ammonia or any other cleaning fluids. Remove Specify: � dust by using a soft brush or gentle vacuuming. Replace 1. Sprinkler Model any sprinkler which has been painted(other than factory ap- 2• Sprinkler Type plied) or damaged in any way. A stock of spare sprinklers 3. Orifice Size should be maintained to allow quick replacement of dam- 4. Deflector Type , aged or operated sprinklers. Prior to installation, sprinklers 5. Temperature Rating should be maintained in the original cartons and packaging 6. Sprinkler Finish until used to minimize the potential for damage to sprinklers �• Escutcheon Type that would cause improper operation or non-operation. 8 Escutcheon Finish (where applicable) Note: When Model F1FR LO Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. � Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled � � (800)431-1588 Sales Offices Paper � ' (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler com Internet Address EG.Printed in U.S.A.12/15 Plra sssss�oo2� , 1 N 'r E 13NAT 1 O �VAL . .-. 1050 Broadway, Westville, NJ 08093 P. 800-908-0523 F.�-8.�56-456-9223 www.lansdaleinternational.com CR�01/ED �UTIERFL Y 1/AL I/E Features: • Rated 300psi/ 20.7 BAR • UL Listed/ FM Approved • Indoor/ outdoor use DIMENSION DATA UNIT:IN • 250� F inax. temp. A B C D E F G • Pre-wired Double tamper switches 21/2 4.13 3.80 5.31 2.87 5.31 5.04 • Eliminates water hammer 3 4.41 3.87 5.31 3.50 5.59 5.04 • Slow open/ slow close 4 5.71 4.54 5.31 4.50 6.90 5.04 • Flag type position indicator • DI body encapsulated with a 6 7.05 5.21 7.60 6.63 8.23 8.66 .27 resistant durable polymer coating 8 8.03 5.80 7.60 8.63 9.21 8.66 .95 to ensure a long service life s Disc is EPDM Coated with SS Stem E F G:DISC CLEARANCE OF � BODY SURFACE I � � THROUGH END OF � � DISC INTHE � OPEN POSITION l� ' ' g � � ' � � � � � � � � � � � � � � � � G � _ � � � � � � � � 5.91 --- � ---- --;-- - '- - o � � ,_ � � � � � � � � � � . � � � � � � � � TAMPER RESISTANCE 236 FASTENER '98 5.0 A 4.37 2.44 Manufactured for Lansdale International by Benison, PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contract . • ❑ Not a roved Engineer. • Remarks: SubmittarD • is e pprove Notes 1: • n oor ou oor use Notes 2: • negra amper swi c • imina es wa er ammer I • Slow open/ slow close � s�TE�t��►�mo�a� - -� � 1050 Broadway, Westville, NJ 08093 Lansdale Grooved P. 800-908-0523 F. 856-456-9223 � - www.lansdaleinternational.�om - Butterfly Valve SUFERVISORYTAMPER SWITCH CIRCUITS (VA LV E F U L LY O P E N) FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT OPEN (RED) NC S� CLOSED(YELLOW) COM NO END OR LINE RESISTANCE COMMON WHITE OR NEXT DEVICE GREEN ACTUATOR CASE GROUND OPEN (ORANGE) NC VOLTAGE S2 SOURCE CLOSED(BLUE) COM NO i COMMON(BLACK) AUXILIARY SIGNAL DEVICE (BELL OR HORN) PRESSURE DROP (PSI) VS. (GPM) , s.o ' a.o 3.0 - 2.0 �� J� J� J� �� Q �� .aQ'v JQ ,� 09 L V V� � � � 0.8 = Z Z = _ _ -�„�^OJ �4 � '� C� h b 0.6 � � 0.5 � O ¢ 0.4 � N � �3 a ¢ Z � 02 O 2 0.7 100 200 300 400 500 700 1000 2000 3000 40005000 7000 10000 FLOW RATE(GPM) ` � Bunetin 806 Rev. K Model G Riser Check Valves W � � 2'h" (65 mm), 76 mr� �� 3" (80 mm), 4" (100 rnm), � 6" (150 mm), 165 mm � 8" (200 mm) � � Featu res - .�;�.;#`� 1. Grooved end connections. ``�°�`�. �, a 2. Compact, lightweight design. . , .,:. -� . _;�_�� 3. Non-slamming spring loaded cla er to °��"��° �� .��. ..,:::�..;. : � p p ��F�-,�;:.�;;r-�-��_� ' s;;�'.n:,�'F:,�.�:. �Sa.= minimize water hammer. � .�Fxy:.y�� . �k�F�_ ��°�"��'�"`'-�"�R: �-`�{" �` 4. Approved for horizontal and vertical installation. _ ��;�:=��-� �2 ~- �°�` � ��:i�;`� �-�?.; ,~'°,� �:«.��x:� 5. Stream-lined b p ry low '` �' k '�"'�' ;`� ody design rovides ve �.� _��°-�t' �M�� ,° �r r -£��;� z;�;} tr,�� friction loss. `� ''�' ��` "" ��''' ' ' ''' : ,� ��«;:=�;= ��.�` �0:;:3:.... � �,�-� :�•,:r-;�� °.,t x; 6. Elastomer faced cla er rovides leak-free `� - x�� - �:- �°"�� - `� ':��?a�;;;�`,`°� ��= •s� � ��' , ±� r��;-': -� r, Pp P �.� , ,�;Y ��,��>r.-� ��`� non-sticking sealing. , Reliable Model G Riser Check Valves are intended for in- Figure 1 stallation in wet pipe fire protection system risers and pre- action systems using supervisory air as low as 1 psi (0,07 5. Dimensions A-E(Refer to figure 2). , bar). The Riser Check Valve and Trim Kit(Figure 1)with a 2'�2" 65 mm &76 mm Valves: water flow detector can provide an electric alarm, and is a A=7 12�� B=a.a�" c=s.se° D=11.38" E=3.01° cost effective alternative to an alarm valve in installations 781 mm 122 mm ss mm 2ss mm 76 mm not requiring a mechanical alarm. 3" 80 mm Valve: Riser Check Valves are factory tapped for 1'/a" (or 2') A=7.62'� 6=5.06�� c=a.00° D=11.62" E=3.56�� 194 mm 129 mm 102 mm 295 mm 90 mm NPT and'/z"NPT system connections and for'/a"NPT sup- 4�� 100 mm Valve• ply connection(Ref. Figure 3). a,=a.4a" B=6.19" C=4.00" D=13.56" E=4.12" Grooved end connections provide fast and easy instal- 21a mm 157 mm 152 mm 344 mm 105 mm lation using listed or approved mechanical grooved cou- 6" 150 mm &165 mm Valves: plings. Rigid style grooved couplings can be used for A=10.25" a=�.os" C=5.12" D=14.44° E=5.40° positive clamping to resist flexural and torsional loads. 2so mm 179 mm 1so mm 367 mm 1s7 mm Riser �Check Valves and associated riser equipment 8'� 200 mm Valves: should periodically be given a thorough inspection and A=12.50" B=8.50° C=5.37" D=15.00° E=6.50° I 318 mm 216 mm 136 mm 381 mm 165 mm test. NFPA 25 provides minimum maintenance require- ments. Check valves should be inspected and operated � E at least annually. Parts should be replaced as required, o0�,,,5TR�,M � When Model G Fiiser Check Valves are installed verti- �'°" cally, the direction of the flow arrow must point upward. (��I For horizontal installations, the hinge pin must be located at the top. In preaction systems, the valves must be in- UPSTREAM stal ed vertically. - �A„�E Valve Description � _ __ 1. Rated working pressure-250 psi (17,2 bar) I t I I ' A I � 2. Factory hydrostatic test pressure-500 psi(34,5 bar). � � � c Friction loss, expressed in equivalent length of Sch. apA;N I � 40 pipe with C= 120(based on Hazen-Williams formula) I } � I f Of FLOW and a flowing velociry of 15 ft/s(4.6 m/s), is: l--e--� 2'/2"(65mm)&76mm-7ft(2.13m) o ; 3"(80 mm)-7 ft(2.13 m) 606lG03A 4"(100 mm)- 10 ft(3.05 m} Figure 2 6"(150 mm)&165 mm-16 ft(4.88 m) 6. Shipping weight(including Trim Kit) � � 8"(200 mm)-15.9 ft(4.85 m) 2'/z"(65 mm)&76 mm-14 Ibs. (6.4 kg) See Bulletin 807 for Pressure Drop (psi) vs. Flow Rate 3" (80 mm)- 15 Ibs. (6.8 kg) (gpm) data chart. 4"(100 mm)-24 Ibs. (11 0 kg) 4. Standard grooved end dimensions per ANSI/AWWA 6" (150 mm)& 165 mm-45 Ibs. (20.4 kg) C606. 8" (200 mm)-63 Ibs(28.58 kg) � Fteliable �►utomatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Refer to figure 3. No. Part Name Material �Y• 2y2�> 65mm 76mm 3" BOmm 4a 100mm�6" 150mm 165mm 8" 200mm 1' Valve Bod Gra Iron ASTM-A48 Class30A 1 91005002 91005001 91005003 91005004 91005006 91005005 61005008 2' Seat Bronze C83600 orC93200 ASTM-B505 1 96020200 96020200 96020300 96020400 9G020600 96020600 96020800 3 Cla er Stainless Steel 304 ASTM-A240 1 91816112 91816112 81816113 91816114 91816116 91816116 91816118 4 Facin Seal" EPDM Rubber 1 95520200 95520200 95520300 95520400 95520G00 95520600 9552080� 5 Clam in Rin Stainless S[eel 304 AS7M-A240 1 95290300 95290300 95290300 95290400 95290f00 95290600 95290800 6 Gasket'" EPDM Rubber 1 93720604 937206� 93710604 93720604 93720604 9372U6(kl 93720804 7 S rin Stainless Steel 302 ASTM-A313 1 96400�?00 96400300 96�10Q300 96400400 96400600 96400600 96400800 8 Hin e Pin S[ainiess Steel 303 ASTN�A582 1 95000280 95000280 95000300 95006824 95000600 95C�'J0600 95000800 9 Bolt Stainless Steel 304,ASTM�593 1 91090.900 91090300 91090Ci00 91090�100 9109060D 91090600 91090800 10 Locknut" StainlessStee1303 ASTM-F594 1 94913816 94913816 94913816 94913816 94913816 94913816 94913816 11 Plu '�"NPT SYeel 1 95201800 12 ShoulderE e Steel 1 NIA WA N/A N/A N/A N/A 98020016 "' Re IacementSealKit 1 6888040025 6888040025 6888040030 6888040040 6888040060 6888040060 6888040080 Bo -Seat Sub-Assemb 1 91005202 91005201 91005203 910Q5204 91005206 91005205 91005218 " Not field replaceabie. Trim Kit Description r2 Main Drain: — 1'/a" (32 mm) angle valve and ciose nipple, 2'h" „ 8 Z (65 mm), 76 mm and 3" (80 mm) sizes. ' ' — 2"(50 mm)angle valve and close nipple,4"(100 mm)� 1�4"NP7 � 6"(150 mm), 165 mm&8"(200 mm)sizes. Upstream and Downstream Side(all sizes). — 300 psi(20,7 bar)water pressure gauge(2 req'd.). — '/a"(6 mm)3-way globe valve(2 req'd), — Ya"x 5"(6 mm x 127 mm)nipple(upstream only). -- - -- — — '/a"x 1'/z"(6m x 38 mm)nipple(downstream only). — '/a" (6 mm)plug(2 req'd). Approvals 1. Listed by Underwriters Laboratories, Inc. '�2Y"ar I �o 2. Listed by Underwriters Laboratories of Canada. 9 s 5 3. Appraved by Factory Mutual Research Corp. ,_,�4••NPr �z-��2-& s� 3 -� 4. NYC`MEA 258-93E. 2-NPr �a�& s•7 Valve Disassembly (Refer to figure 3) 8C6FG02A 1. Close the main water supply valve and drain the Figure 3 system. 3. Insert the clapper assembly into the valve through the 2. Remove the check valve from the piping system. downstream opening. Reinsert the Hinge Pin (8) while 3. Inspect the Seat(2)for any cuts,scrapes and dents. holding the coils of the properly oriented Spring (7) in Replace the valve if any damage is found, place. Install the Hinge Pin Plug(11). 4. To replace the Facing Seal (4), remove the Clapper (3), 4. Reinstall the check valve in the system. unscrew the Locknut(10)and remove the retention Bolt(9). 5. Place the system back in service. Valve Reassembly (Refer to figure 3) Ordering Information 1. Thoroughly clean the Clapper (3). Insert the retention Specify• Bolt(9)with a new Gasket(6). - 1 Model G Riser Valve. 2. Place the new Facing Seal(4)and the Clamping Ring 2. Size (5) against the Clapper (3). Tighten the new Locknut 3. Riser Trim Kit (ordered separately), specify valve (10) to 21 in. Ibs. (2.3 N•m) torque in 2%2" (65 mm), size. 76 mm and 3" (80 mm)sizes and to 52 in. Lbs. (5.7 N Contact the installing contractor or Reliable if any difficulties are expe- •m) in 4"(100 mm),6" (150 mm), 165 mm and 8"(200 rienced.Should replacement parts be needed,use only genuine Reli- able parts. mm)sizes. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the nrovisions of governmental codes or ordinances�vhenever applicable. Products manufactured and distributed by Reliable have been protecting life and properry for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycied � � (800)431-1588 Sales Offices Paper � '� � (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www reliablesprinkler.com Internet Address EG.Printed in IJ.S.A.12/14 PM 9999970070 f'^ ''�+ `' S.r "7" �!. , 'tt�•sV}?�' �� Rn . . ,. � ' _ f- � .._ �.L,a 2 -"�',�;�'f7�. _ £�� ':� � � � j�`� �F`;� ` �yd`,.�; a 4 . „� �' �S: �` � ��L` ` T:°� -��C ��. 'wg� �+ '�i= . ,�� 1•�' ,r. �'�, �; }� � � �� '�- `^ "F^� ��.�4: ��,.y �'�+q $� `Nv:t 5 ,. � . -w r ,�; '•.,:,L � �l , ;,+ ti, f 'a. pfi, ...� � a ,7. �,.� � ' � 4� f „ . . , r �'Ip,'�:' �`�`�'� i. �+ `dt� �`u��:5: - .. R :�-�.,'�&,• :, f''" -sg��:�.� 3 R ';[ - Y� ,a �'` t� 4�• _ .l"'I`..1 - •�4` `'f t F 'x� �, �'� " '_�; ,h , _ . .. � _ . . . � .�� '. :. . .- . •. ,e .1. •i�?.:,.` ..�.....� , ,.' _ 'j5' - - . . a; , ,.: :4 �t 1. ..�F ...,. �.,.... .:�:,: •� : '' p� - . . . . ' , .. . .t,; .- : ..;.. .., �. , j . _>> _ � ,. : ,.` .: ,,.,.. : ,y� :; �. :; ..: ...:,. _ :. _ . :. .. . . ._ r: - ;r ,,: - .. -. ` :,.'.,' � , �,,:,� � i�i...r, a .. . ..y+. 2, .. , raG��.: F� " '� ..:.��... • Y 'i" . i.�i;. t .• , . .! . . . ... . ,.. . ..• -. .1: .:,- ::.._ii� -_ - �:Y'�{: ;Y' ,"J,:i�"� i . . . . . .,3'+:::� �.fr _ •,, 'T. y:: � , . � .. .. . _ _ . . - _ .. � _ � � - . " " i . !. ' - _ ' - '...^ � . 'Y ��:. :1?" ... .� t ,•F• �Y�„ ��; .� - _ _ �� .�_ �,`v"'��_'� �N� � : r � -� . 1 �..� : . .... ."�^� � - jR' 'I ys ' • • y�� - y !�';�, � -t _ i 'y� �• � }T-� ' h!� ;,� { �� i �r''Y �` � �-�, �� J, �r `cY � 3 1 �Y ,rt •�� e ��s^ •'`ryi � �' ">.'4. - _ ��,.�` .�'hr.� • ' ._ - �f � �, w y ^�� ' '`=�. '� �{�V�3 .F ,,�� '� �i�;•` .5� ��, ��fi UL ULC/Canadian F Models Models ;� r n,�,. E.w�•- .�,�,,�"-�'^�'��, -;}�h,^�,•--,:��°,,r^-�_-._..�:;t°; s�;;,L"" :Yi ��i � �.�a�k�„��-.,��u::, �„s �_ M a ,r�, r �=•'::%�:;� 4 -.+�. � .y t`i: pc5�.,'-.r,ns..:��. �:': Fr�r`�=.S'� tr�': `. i�•iS;c�:`;,`;>", .�.?A,<;. ':�:k^xv��F;°�iy`� `rs£_` ;.. ,.(Y;��t_.i'• v:.�+v:::=i:nw.;. 'a�;yc.. �r;.:�„`.`}.Y:.:F�.,�' �,::t �;c�-�� j "..�as�„_��`.. ;`.� -+"bd�,,. .k_v';.-' �`. ;;�. �,a . .��,x�,. : �<:�;.. �:�� . .,i5�s"•.;:�`s;�"==�, WFD20 WFD20A �, " ��:i. _�;�,s;�;=�- .:;s�:�;: ;:�>j�:,-,:a. _ ;�=.:.�.Y; ;�:.;,M-r,. .. : ' �w�-, ,. �x:'�� ' �:�; ,^;yr,=E• o." � _;=� � ,;e.�-�_.:=., .:• Gz:.. WFD25 WFD25A - <�;::;..Ai;�s��:.. ..x� :, � .., •;;,,�:w.� ,_ .>�<;:� �g�- Vr!'•r. �c i..,,,..,�,.':ds=.°.s��.:s .:, t�j- ;�;;?t i `"F�N'u 3s=y:sa:;':,;t'�'��:Y_�.�:4��e`;<�;�':`=';S��xr�;��:.'�•�-:Y WFD30 WFD30A 1 :�:<;�;;:`�,�;"µ;�:�;��;:, �'��.,*fsr •�<�":;-��:::>::. � .� -- �hv:�.=:-'•',��a.: �� >�..•..� WFD3 � -- �:ak." s=,,:r��. �•: 0-2 ��;:,.-`;�=�x..a�,=-..::::,,°. WFD30-2A �.�{P#' 'v ,��=�t.r�r s�.�,::�. `��;r� , �*..,. �-�>>;'_.r. �fi�.�r�! ` "'�?,zr•, t'S t..�� u"S;r ,� y,. .y �i �S7-":� ��='�''"'�£?:w;.fa�:`:'�•:;x.� WFD35 WFD35A �� '`a;F�.,' ,, X�'�°,�,.�; t�'�;;hrZ��,,r;.y.r�=,:,:�+-;<,>,.:� -'�'I?�.a-....'�L -j;R:�':� ,YS;a�;f._:' "'� WFD40 WFD40A ;;�:�.��.��:;. �,':u a 5�=�� ,�, • �-.:�< �� t:;.�;'��.;�° .�. ' s' z�.. , t�',:,ar.bd�.�...s_#,`;i�yy�., WFD �:r�`'�`;.-k r,F , V�,,�;- p„�.,,'u�;,+<.�, ,�:.:r�:•; 50 WFD50A ,�:°,;;�r��,�� > � z �.� =.��t,}��: "„ �:,� t;��3.�,.,,,, ,,•..-; v �:�.- :<.->� y: :��y.y, L ��. .� S�w�' '�*zZii t i.f� WFD60A ��. ,'a-� ��, f.�� :�w ��,-„.:... �WFD ��a�.i�;�,��,�,,� _, ` ;:� � ? �_x;: 60 , �5:�,�r�... ,:�{.�� i�;.x�:.-- ''�»�",�'t:�;;±r;;�`�`::'.,`; 1AIr 'a 1p,�a�:��y�.e�;{��,e`r,;,, ::{5�;k.S�rk�,n+J,f,",��*,}�4;'' ;v.'��r_:".%`Ea:��S.'�K!:acN'p,�t',"r.��.�, • ' � WFD8 �y;�?°"� �,„; s��. � ay,-�<y:;�:t��:.:,. �.:��r��,;'�"'=��;: OA �• -, a„;:.� ..^.,. � VVf D� �t%�'41 ��3ew4�i�,'ji'�'y,R?vT r','I4u1Jt�`A ��;�.�5- t� '�*'- "h�'-.Yit:;':A: 3 �'.u. S,'�S. ;,.:y,..; ,A !r',�'�:'`"'=-"h�.,ed:,- '�.,� r. f .i_ Up..1; s. t.;r. > .d'� ,s:�fr�F;.v�.„,�:..„.�.�s:�<,r�„�;'fi�:.`��s � , �' ��i 't..:�Bts{`' -o+,�;,., . ' 's'k ':�°`�i�;'+xir i��.�-..;Yi.i.�,. �:h7a'.s4t','.,'_�S,»<' r�a+��'^t� iF�a.'�:,:f:,;�'�.'.A's",';-t+d;{'':�::.i..!.:r;.�.:::.'e:� �'��. �'.�.�: ent Pa �.�.'�.` �� • =.i=: ,,�,:;,_�n�'"�;,- '��,�:,��,.n,:.;,a��?�;,:s�;<•,::�,°:• � y�� Repfacer7 rts *,,�r ;'�,�;:�:;��' ��_,T�`-..,>--:� ��w._�.:�„ ��Yh _ �;;-.:r e. ,.i '�i'r,,,, .� t :. �'«•;y,,..;�:��.:.z:'s':e��.._ 4� �At ^.. -0��...X.. � .K`.�'',�"'�:,G.,,Y^,..';,__: ,..F; �.: ��t) x��g,f��,��ifi'�'3"i33^' .,�:,,�� 9i :a ...:?�;'�%n�;:,�� .��;Hc��:'�;:'�`! '1�� .T,��q�+� ..N,�Y,4'L{,�--K�,.,r ' ' ''��'i`.f,�sr;:,;.ba.Y'.;�h�.•..c .:��;ni{��?..:.-. nY-�^�°�:e��iis'� �� .�;,. .��« : d'r. ,,{"��s.t�re�: A3008- >,°��'ur4f'^'P,�,r;H>:>>-;i�� >',:_�'' ,�:..�' :�~.�:a%e� �w��'..:�``�. . .,� 00 Retard Mechanism '��._; �r�:z,�,�.-4 s��:_;. � - r�::, f:`��=• _..:, ;,,,,��.c�:��-< �,.:..y . �x3v. .��:L�'��;, -- '�r, `r;�,.?y: d'_�in. 3.,i-��..•k' " �t A77-01-02 �i b� , x"=�r�'' ° �;�;�=::;=�: :�� .a.£,:r �'_.. ,,>g, �'.._ �:.��,��,.��,:,� < Terminal Block ''b ''��'`�'�r,�r.�¢;;.,:�_,,:;r;:.� -- ; �,, '� ;��: ��a �xy;��:;.::>c��,y_E�;.;r �y;��7`'�:.'1`�'-�.h:...:�:Y.x ,�:�,r'� ,1�'. >^C�:;;y...''f�i: ,Y��:�t:�'�uas��' ::�. :�T3i��x'f?;..:t;,x4� 546-7000 �.i;, :,j_$r�iP��i'�,�.}�o��n."�c'io' =�P�j':"�;�.'`;t>^t!i�.a sE��r':`e'"'�''c5.°,d2,�f,..*=�a',n�;`ri3 CoverTamperSwitchKit :�*a �<�rs,��,,s;,.�:,��F �`'=; ,t:,,.: �- �• �.:s: ` :�,�,�`: .;��;r; ', �: .s:c?,�,i,.;n'.'rF;;,�" ., ra-r�:r. ;�, �,. ;,,. WFDW �-��:.�.;�,>c� �>�:�'�: ��,�;�.w� � ;.y3 ,:�;�,.. .; .�o:.,„.�€�,�:,-:;��q�:�:�_,�.�:.�. Cover Wrench ��<�x;:,�,,;�-.,,;�,�.�,�:�„.:;,�.A.,,,. � ,,m�:;;s::rA�, �,:-z�,�'r;p,..,t��r.�:..,.: �� 3'=:.,;< `�� •V'�� .ix '�G'S"YS. Cr '� �'>y.. •S. t/I *:�h��''�v�„ -.:a:♦��.:^ �.x '^ r"".�,qyi:2;;_^e.•`,.�x.�t^,x�. N4 `r ' ,��' ,-$ ' ;ra ��' , 2{:.n,w,'�, .,:� WFD '�;�.= _�`��'�°, '� �� rw�z;�i�.�:H:, ,':��.. Re lacement asket ,ra'tw. .;��: .�- ,�..: Y�� =�f..<..: .:�' t.x,-,°��.,7-�'�«`,"s.":��r:. �,t,�„ P g kit �. �:�.=a =�;:;�.•�,•.P,�=: =E=s_;.:.: �" .�- �_;� �. .��. s�,�{�v..�;��a�:..: F�`i'f *. `� . � ;k;X,,,t:�s'��".�';�ct�sa,:t:��c''.x'r.' H c i;f<:;.a_ sa5'"2+ x.z^�w ��`yz a •-.'�"�_��;e^.R w ¢.F .:;i'�y xv,y:�... .�, yx_. , ., �4��..� ,iF L i'"-i��°�'6� li..�ct � f..., ..! '�%��':::ii:� ��'• ��',..• Y �Y ,'�•,:,..e ':e�`. �'. a5�iJ,�.qLG" J:, �I��.y�.i.cxSn' ��=�'>,{�� 1''atK: � " � � i3'zc .JYe',�::i"'. j«��.-`.Ltii��"x:�.�M`<.?yY Y3 -0Y:�.��''.: <-;��;q��.;:��r, r},��:`':�,.,y�i_'S, 'F:;.�'�`'..'��'`e' :;� - �;s�'�+s`�•. �,, i i� :.a1;:a: ..�..,;: . .�.y iA, ,�:, �i�,�',jti��.';,UE:� I�,�S�A '��;�, ._ .'f 5:.� �r�: � :Y�ii�r:,�i: w Y,..:'._¢f,s�,�'iq.r4'z"tY.7:`.'> �si^'X Y f3.. :•F�:;.y '�?*i'J,:ii.Y -.� '%,, ,.i>?::!�e,�:3:`..: s,{„y'�;��. ... � ,�.�i�:n, P i,tit�Q:��,V•' .'{:�'� �.. =�.�i. .k �3�� '� '4"iu b 'y .,�^;.s Y_n.,.,.^.p 3. .5_g.i;...::1i�,. <�4',.��;.v_.,�. �'}: .F'-�l'a.,.�.:�!.'``yT:%�<"tr,�.�,�. .3i��:.�:v4't£':. _r5�±,;r�'�:s,��y'�:'�.�k'<S L''��,`;`.�°y:{ .-..��t�.:..a`;;,i.a'��a ..:w �s.c �`r�ti��. '; a�' y :y,;dx= S:,.S�.,qESk'n'�:.�«Y.,. �, �'�3::i'�.>t�'.'j `c§a•i; � 1"'.:�:a �u.;T*�'�`.;-,�y'_«.i�y�i ?ti•.�'i. ,S,'':M"i'�,3r aS�?`��_iYS :�;i °; �:.� �� ,.�;:, ��.�,;,� �:�;� "' -: ,�� :K : :�.z: o .��K._`�.��;,�� -:�.-= .1.�.F._ .�r� �?:" .fi- .{,,; --`•` ;�i ��.'''^ We`''F�a;,:�,'i�.''`'�"":�:; �� „s�;#z��i'+��,. �' �, i'.%:?rt?,.;;a:..u�r;.�.:+:,.,:;,�,.,r�•tg.b;i='-':'�: ,C.n..i i�^�' 6 " 'i"g�v:'.i:.a�!'= ^�.,'r ,fk.S1y, ,'-`N" . 'u S� i 7`.�d,. :�`�"�, '''�v;..,;�,r :.'?:��.�' °Y ::r:a'1„;i�,:. ,.`#{,'�;�r��,c;iy:�°q`�rd�'�t,'.�:�;�'�`�-.=��; Yr;'y" .�.i,::o,�t;'py;;?;`;�',�> 'iue• r;:�.+,''.P.:;.:;�in =?a;'•"':.� �.KZrj=_.y;'H`Jwi-..�;=`,.�a�wa;.�';iv-i5:c:�'� �,;. - �rcty r�`,'�4tw'f`� vs. z�ti.1�, ��t*:s:�:�'n�='3��`�'��'!�:�;Ap- n�i J��}`.Q,'��Y?'�'� ""rv•;��z''r��%�x - ��,��.. ��.��u��lf5�'�;" i*ii,'.,`� �a�., ��m',:,._xF.'_ _ �45�'. ;5:.� -�. .-ae:: ��t. _ f:_.`< 'E� ,.,�;� t�<:�_31�+�.�5';(;s" _'�, ..4�2�j �r`��'S.i�t;Y`-'�� +> :�:J�N.�,,WkiiJ.'.S"'.>- :'lv�1'�,yy..;.ax„,�,'�_ _'N�.. 4 �e`'._�3>�.�j`;.. "�::.. ':��:.i�'.+. yXry aY �'; r :� �3w ��ji:, ;:�3��vasT.:�,n.�,,�SY..�.1:�`_:'.._:... �if 3''�`'.. at:.'��"''.?ji�:V'x"�"'-'�S°�'it�� dt£' -.. _,,.� ,...✓�Fz.'.'_' '_ .,,i�::-��., �.,:�, �`'':=';� � - �,°_ �:,�;,;;.:..-::�s:;=�:w_ _�u. �;�;�:�- �:,<<z<.,-:, -.5sr.a��'4�"z..s.;..�R -_ - �.�.i;ss.�Y':s�.�":'-a a-��.� + --3:'�v .=4��.._. v,.i,�.� .=`:,y>_'`:;:.'t;.,:: '�.a?-.,. `5:��,.,z.....iin..a:+t�:��:��,. �':s��.'.'=4�i'��^:':- ._ ,z..��sw��`�.__'.,,.._ . . Prociuct Overview Na�ru U1f�1330-2�ode[s instali in 2" System Sensor's WFD series is corrtpat6bie wit5 sehedu;e'ip throuc�� 4p steel asr��, hofe sizes sizes 2"tS�rougir 8", and can be mounY��t¢n a ver2ical ar�crizonta(p�ssYion. UL mac�sis are i�Ei1flP.� f•cted Robust C�rastPuction. T�he�IF'D series consists of a rugged, NEMA 4 rated Sealec�reYae•r�rrzeci�a�;sm assures th�2 enclosure. Designed for both indoor and outdoor use, the WFD series operates �.he�•��r� is r,oY conrcarnii�ated b�r�;�st across a wide temperature range, from 32°F to 120°P. and�iis2 vvhen t�Ze caver is remavecf R�&iub:e P��formance. UL listed models are equipped with tamper resistant Visua! sr��ritcib activai.io��errnif� cover screws to prevent unauthorized entry, Inside, two sets of SPDT (Form C) instalfer to ae�4ra2ety set reYard under synchronized switches are enclosed in a durable terminal block to assure 116tSf COCIC�iCfOt"kS reliable performance. f2�g�ed, dual S�'DT swits9ies are • s�e;os�d in a durabte terminal b�ocE. False Atarrn Immuni�y, The WFD series incorporates a mechanical retard fea- ture, which minimizes the risk of false alarm due to pressure surges or air Accos�:rcodaies u�to 't2 OiVJG u�,��;e trapped in the sprinkler system. In addition, the mechanica] retard's unique 100°;�syzic5�a�izaiic�;�accivates sealed design is immune to dust and other contaminants ba2�� aEarn�pa;��t and 1a��! 6etl Slii"illi2�324pLf5I� �`m�;:�e� ��ra;.iar�. The WFD series is designed to simplify installation.Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field-replaceable. �� U L� �s�� : � oa . . �9ST�� approved ��. APPROVED I • I Engineering Speci ications - Vane-type waCerflow detectors shall be installed on system piping as de5ignated on the drawing and/or as specified herein. Detectors shall mount on any Gear pipe span oP the appropriate nominal 5ize, eitner a verCical upfiow ar harizonta!run, at least 6" from any fittings which may cha�ge water direction,flow rate, or pipe diameter ar no ciaser than 24"fram a valve ar drain. Detectars shal( have a sensitivity in the range af 4 ta 10 galians per minute and a static pressure rating af A50 psi for 2" -8" pipes, The • detector shaU respond ta waterfiow in the specified direction after a preset time delay which is fie�d adjustable. The delay m�cha- nism shaEl be a sealed mechanical pneumatic unitwith visuai indication of actuation.The actuation mechanism shall include a polyethylene vane inserted thraugh a hoie in the pipe and connected by a mechanical linkage to the delay mechanism. Qutputs shall consist of dual SPDT switches (Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 Eisted by Underwriters Laboratories lnc.Al!detectors shal! be listed by Underwriters Laborataries inc.for indaor ar outdoor use. Standard Specifications St�.tir.F7ressure Ratir,r� Condui[Entranr.es Service Use 450 PSI Two openings for 1/2"conduit. One open,one Automatic Sprinkler NFPA-13 knock-out type On�or Two Family Dwelling:NFPA 13D 7riygering l'nreshold Danciv,�idth(f'low kiaCe) Residen[ial Occupancies up to 4 Stories:NFPA 13R 4-'10 GPM Qpe:raiing Tempefature Range NaCional Fire Alarm CoGe: NFI�A-72 Ms>:imum Surge 32°F to l20°F(0°C to A9°G} VJar�ant;; '18 Feet Per 5ecand(FPS} Enciosure i2ating* 3 Years NEMA 4 -5uitabie t4r indoor/outdoor u5e Compatible Pipe: U.5.Patcnt(durnbers Steel water pipe,schedule 10 through 40 Cover Tamper S+rliccn 3,845,259 StantJard with U�G models 4,782,333 Contact Ratinys Optional for UL models,part na.546-700Q 5.2'13,205 Twa sezs of SPDT(Form C} i4A A, �t2 NP�1251250 VAC 5hipping VJeig1�C 2.5 A@ 6/12124 UDC WFD20:4.2 Ibs. WFD40:5.2 Ibs. WFD25: 4.31bs. WFD50:6.3Ib5. Overall Dimensions 4istalled: WFD3d:4.5 IDs. WFD60:6.8 ibs. z�s- WFD30-2:4.S Ibs. WFD80:7.S Ibs. WFD35: A.7 Ibs. ar � U bolf nui �i.6" Pipe c�pG�e Pipo I I Ploallcvana � Modei Width Modei Widlh WFD20 A.&' WF040 S.S' WFD25 4.6' WFD50 7.8" u�� WFD30 52" WFD60 9.0' W�D3a-2 52' WFDBO 10.8° wau,:sa�t'+,c�n WFD35 5.7' Ordering lnYormaeion U�Modei Numhers f7LClCanadian Model Numbers i�ipe Size Hpie 5ize I�art NumUer Descripc(on WFD20 WFp20A 2" 1�l," A3008-00 Re[ard rnechanism WFD25 WFD25A 2�fz' 1�1a" A77-0'l-02 Terminei block WFD30 WFD30A 3" i'tQ" 54&-70D0 Tamper proof switch kit WFD30-2` WFD3d•2A 3'" 2" WFpW 7amer proof wrench for caver WFD35 WFD35A 3}h" l'1," WFDN4 Gasket kit WFD40 WFD40A 4" 2" � WFp50 WFDSOA 5" 2" '?FD64 W�D60A 6" 2" WFD80 WFD$OA 8" 2" I 'UL listed oniy, System SensarSaies and Service System Sensor Headquarters System Sensar in Canada Sysiem Senso�in China System Sensor in U7e far East System Sensor in India 3825 Ohio Avenue Alt:905.Si 2.0?67 Ph:+86.29.524.6253 Ph:+852.2'19190p3 ph;+9�.1�.558.2119 St.Charles,!L 60174 Fx:905.8"12.0771 Fx:+86.28.524.6259 Fx:+852.27366580 Fx:+91.11.567.6Ei'15 Ph:8p0-SENSOR2 fx:63 013 7 7-64 95 System Sensor in Europe System 5ensor in Singapore System Sensor in Austraiia Documents On Demand: �'h;+4q 1403.276500 Ph:+65.273.2230 Ph;+613.54.261.'t42 1-SQO-736-7672 x3 Fx:+qq,'1403.276501 Fx:+65.273.2670 fx:•f 613.SA.281 172 Web:wwwsys[emsensor.com �+'I�J99 Sys[em Sensor.The campany reserves ihe righ[eo ci7ange proaucc specifica�ions wiUiou[no[ice. A05-1$Q-0fi•6JQ0{SK)-1545 I 'dHY�I Pue Ienlny�( �'ao1�E1 �Cq panosdde pue 'Ie��s_tey� a1�3 r�-�--� pano�dde ale�s e�uao�Lie� ai�:� pue sauoas.roqe7 ssa�ts�naapun �Cq asn soo no soo uT %"�� [131SI7 ao� palsci a9 [[��{S SII3�[ 'uot}�cpst_in �U�ne �C�uo P} � P ��g''1� �� O ��n r I-I u�ny ay� �C9 Pau�uisa�ap ��'� �n se so s�ucn�eap au� uo uMot{s se pa�e�o� aq �I�qs siiag '„Z/IZ do uoi}�af � -osd uinui�xeuz e�u�n��l xoq Iz�t.�}�aia a.�Enbs „� P.t2pus�s a oz lunow Ilzqs sll�q asim,za��l� •(xoq Is�?a��ala�ooad.za��Eann �gM Ieuot�do �utsn) �oo.cdsa -�[l�an� aq Ije�Is suoi�Eiie�su� pa�unoui a�E31ns aoop�n� •�u��unou.� qsn�-t�uas _To a�E31ns ao� aiqz�tns aq I�Eqs siiag •(saqu.�nu�.zed �Cq �C�t�ads) �y/,OZI 1O �Ql16Z 3o a9e�ton,�ui��sado u� q�in� (az�s��ads) „OI/„8/„9 IEu6�ou usq} sa[j�ws ou aq jj�t{s siiaq pt�s uo s�uo� •suistusq�au.t$ut��sado pu� sJaxiJ}s au.�opsapun anst� II�t�s sjiag 'IiaQ �sEi� sataaS l�SS 1O InISS � aq IIEus Iapoy� - suoi;e�gi�ads 6uiaaa�!i6u� '�CJ�tn�s��uotsin.tadns�in� asn Jo�u�tsap I��u��ala p�Zu�iod z a�e.�odso�ut sauas x°9��a�1��a3� J�ISS au.L 'auii� uo��zilP�sut a�npas o� 'paltm-aad auio� sa�aas/1SS PuE I/�ISS au.L aJanbs„�n��ruz�s oa bfz.3a,�p�,u��,fli 'pasn st 'ggM aaqu�nu Iapouz 'xoq x�sq 3ooid f��:n3�.�uors�rua�ns -sa�}gann 'suot�E�tidda ,�oop�no so,� •xoq Is�i1��ala a.��nbs [��ut �, pa�pus�s �l3rr�n�sn.�oi��ztae�od a�c s��or.0 �Q E o1�uno�u sa�sas 11SS PU� Y�ISS au� 'asn soopui ao3 •uo«�33e�sw� pasa!icfwi �uistusq�au.c�uc�E,cqTn z �utzt , n S �d��olu �� P�' �� •[�1 �`dlIOZI uo a�Esado satsas „E31 '„£i '��:z��l��r.� s�zas aaay� 11SS a�i�aitu^� 'uanup so�oui asE puz �Q��Z uo a��sado satsas y�ss aqZ 'sauo��uauosas pnoi aptnoad sataas/�SS pu� y�SS auZ 'a�ueiu�o�:a�q a0q2s�� r4£iP�!�??� 'ss;es,e��pd�JL�aus�e�a6es�au�.o ao sw3as�Cs(ae�6�n�pue aaeJ ue�sn to� sa�saeiadc9e uci� rneap�ua.a.�e�s r�o� -23ttiaou ��c��aP�l�'� 'lu�aan�rloq aae s��aq sauas I1SS Pu� �11SS s,aosuas wa;s�S� asa�.�eo �mo ue�oo ui ao P= f� 9� �Panosddy �1 sz�,.�`.rv,,N,`��::��;;;�r��',;.�:-;, ..,.---�:-,.;,,;�..:�..� J �:��sH�"�'w,�•`3t�':.::Dt.•, '..;i�x;.e�i::Y,r., _ L,a�::.::?:.�:,��,,,�,'..•�''�„'4,.�s"S��+u,'ry"s.::.�n:� ^;�;;t��r •�., nnawanp l.�npo� �a�i� ."�'_': -_�._�yfidh. y"!'_Z;�., `,It'-= ..:N: " �':�.iv'.�,''�-'� i"::.i "+,tss�'a'Y-,�;f.n`30.,��}¢.- U ' ;F'=Y:.;ia'i.�2'.��'=.:�+i�ir.�i�• ,,,,r._:}`;�f, �:Ct4�„i.=y,'1{;,, `j�'Es.- " -;r.-r ' � �-l`� _'q4a ,.`.p`u. .'y:.: _ - :�.k�:�t,_,� v;y.`:•:�2 - 4.�� \:..\ ,Y...- .S._•^Y�f�'� „ „t�.':.�4 r.�;� _ _:� �z2<,�-:.`.�.. � "^:f�t-'.�w.+-'� ��„ .� >:.X.�:.;;;n...,}i`�'�.*.a`;:v"r:`:.'"".°�+.'�is:kcf�.�..��.;. :.Y�.r '��:'�Y�a ,C� �'��'t�:�i� .., .,4 .�s^�t.�i`1'3heW';�,k,.�'t't a S ',:�k`�5.:.; .,��`^`f..:;o�,:�...C�T �::,�`i. "� ,�. _ ..�f?;��,::��;... _ js, r;t'+';�'=;n �;�ci.. �?t.'..�_":�.,yG� :"t7s...� �,k ��.,'s '�� ..5�c r�;,� rr,':.s'�, ;.t="^:�ii1:Y:'�)�s+;"-1?„rz=y';'�� r.�S';r, r`s'��-.��d i =:Sw �''.'�,.�."s��'�.:,- <:;�c:s,�':"A.t�:+'>�:�.�'.N44?=�'e�_.;:: �•4i:.i,:.r,;St.r.'v'��.�,.;,c�,,!`-'s�r,�'� ;�,�i`yYS,�}�L��,1�f_'!��. _ t'�;'„ c `�: �� s r �,. --_ '`i�r�' :..-i,.-�r:s;'.n,' ,;;�rt.�1"� A r,�,,,$ r- X_. �u:=sy. ;'�'��z��';�.�csS�:yu;'�`r' �.i+�uczt�'•"Lj4'�':ti;;.::r`?c.�S'i3:a:l�i'.HF.'t�`�t.+�.f.<`;:e.r`:tY39r�,;.,h�k._;�is�i:-� ��?�'4::=:;' ,�;,,'�� '�i :i,,'-:zp,�"�`�-�'..Yt�:,�:��C,;��a��o ,��,.:t:-?i?.,..Nt��th;aaa;;�,.s,b�j� ,,a•r�r��rk;'-.��i"�.FM1i�c:GM1nr�r�bY,�1 u,.�'.M�. �a-,"��ri,�:.:;'�' �� ,<^�iu';r;..i.:� .:ie'�e..F,_�_�`:i;n:3:K�i��,:?:i"��,+c;-�.`�.e,tx�i��rsx�:E"�,��3�}�-{y{°idGe.��P;.f,��'�',-:�'IfG�t,�'N'�� "�a�:.."'?z'� �� ;,��4�",+^�^?�-' _ +SS 3LE_.�y.i�:��E�f'��v'[�t'��,�r"f*F, .`ya 'r."�i',TyY�ti ��}�;,'�5�.�E rye��,�� 1•h .�y�Z ' �r.�. �?r.. .'� '� "�r,;,�:x$ctt ��y`�;� ••Yr�i�'�:: �'r�+'�p=v%afi'�.,�s�;3�i'5.:;�,�'�r�' �irr.,�,,1,: �,¢R';;��:x�: Y.� '�I ?l:4t:^ •"" 4r%��",r�.Ti i'i'�•� F��i )� �2" 4 r l Fe'� k' ` Y,�'�':�:_`;:?,;�;;�.:��:.--�.r.:;y��ri.;�rs�n-_i�.:s=��-�i`?r�. fi6,,�`�-, 'u,y,.�;�ri,a-,-��,r�<cr;�t,��r�-.�`'»"�`�'3�`�,�r.`',;"u'.°:t�-: �`"`�� '' ?��..,� .�y � ...J�.�. 5��.� )" 4..: S',;+*,.' �:. ;.s'. -6.s;:%`' "-;t`a�,".,�;c3�}�� ,��•'��_.�i�?�i�uM,� .,��-.a,�;.�,_w.S�c�:� y��i'..::tz t,:r�� 88/�/� ,n��._ i','�i+�'�:-'.d�q�u.r�,'�:'oS'.iti�4(r i 'uf. ',YK?:,&-�t;i.y ��x}%;�c G�E ��+-..�:3' f :�.f,,-:�..,';a� at�s�-�� '.�.'-�'-`,""-:':.c- :.'?4., �.��ci,��t 'I "`� Ir:;.�'�_�"`z"9�s-y"•._, ,,-�'�"'' t,r":"f_�. h�.. ' :h> �`7i�� ' :S:^ .�te'�'F+i` ;�t,-Iq-Hv�.,. `�'^�,.�..v.:h,��fi�.C Pn ..e';�;s2"�:n,�.',x,.]"�;,ia,ti��,: 1�.,�,+nX,�:S,t ,%#? .:4e.i�v'�`.'��.�-�`;'',-�r:• �:.�I,�r�vt��i.7A��. :�(,�a�;..7srC`k= ;i��r�.:.a,�� 'iX;,s':��,, �%4j�`..:,�c_:I�:.yic�:,..� :�; :�� :Q8 ��Ba�DOJ�lO }?8 ',t`�s,;, w••. rr`2�:;- :,.i.,,�.,r, �r ��k'�:F��4� ��'�.=��xr�e� �-.r�;'�.::�f�•��tfi'.._w,.:.,. ;,s.,��,s y P,fl kih - �'�'�:, �m�+�tt�.:�1a. .°4.S=ut.�.r,g:;�i;v'-i°"�x1Ts.�.rC.crz .o-s ,�i - .64,;�;s,f ;.;y..� ,rfv,,�e. x�f,:- t;.t<° ;�d"{:��'.,i- ''�t`; ti:�,u.. C-�. { ��n:.....°.,Lr- �au�, ,,!��a�L.:,.:�;;f ..s,,;rL•�,,�.`_, '=;;'v'" .',� �.,. �:d,._i�... v�_ :.;�i-:%�7��'lkt,r'.`4�+�'�sy'1 `:"��:�:i:�'.'"i'-M1i"st,: kit",;h' `7;�� x..aaf;�ri� .:!, ta;.`xa.'�,'I.a.�'�l nri*:'�;> ;�a�%^ s� �?� .y}, +.:�„Ni;:.a �.f:-:: r ''7i�S,n��,��i,a,Yz �r-�.�,r�.'�H u.�}a?,��s�:.,l�.t�':�.t�.ab;i� "t,S��s!,+,,�'�^��,:F.i.;;� i:•5`: �11`i�F S. ��`✓°: W$': �''��it��"y+��.. �.r6n��r�. . ..�� ,�i�:,: s� ;;N� ' •;Y:' :'��3;�3.t..:>:=�:� .3' ..��y:a,� :�:. 4�r?i`: a:e�M c�`=J�.� ,;'.: "t,x.'" �- n. ;:yf;' ':'it;�^f:: .�.; ,..,�,::;i ��ai.«.nT:it.,�``tc �,,;a�,o.. �k,1F�$' ,5=7:i: �+''......,�`�:��r.;,...,.`,�:,�',:;". .'a:, ``n.H� i''�_ " y,; »� 4.::J{��:� a. ;.}'a;iiP'.:��:s�4i`:ii�`.4�.4,�',. � .� t�u..Y.'•.r'a't`'•H:,: :�:=�l.�a�,*,.:tt�t"': ,.e�.•?;�.. t!: �., r:;;...�.vs.;.'.. VO L-OZ L �:�;%`�r�>,:T" ,d.:,,�i:�`::as=^;ix:':s_.k� f`.,..�;..:;an�^: 'w�� ,;7i7�:$�.,„;��,,,��,��t,r`kt3r'��;>,.w'• =<r- /�SS _�:tY�.�`.':s�";,:.�,t <a_ ,..t.,?:�:;.>t:�,r;r�,�.s-�; r�3�, .;�::�;ir1�:.i��c,y,„;^-i::';¢.. �r,.r: ..H..��-.� ,ti;`w%i��.� i.^ ;*r=:wF�..,_ �:k;:' .z.: ,u.. - ':...�!:i,�i- .at.; :ti.-:v`:':'��,�.,ro=.d:.M.°;tr,. e�„��;��.Xx.� �"�Y: e�;,_x.�ix3�,., i`i"x_��.yp._..^��v\;'�`• ,y3�, '�f,�.,L,• u.i`awyx".;ts:<.=:.i_.:ri�i��tise::e y't�Lu!- 'Isi .�y.I4" dsf��,F.:;.:�:.,'jax�:u>.: <:�:�'::r:�.::.-x:PK�::-.::�::�:,.� �.z. ;::� 3��: :��,F��,�wu,. 7;:�k.,�4.�.� ,�,_,� da-oz�ns " ' >�e.e._ ".�.s -- ;,'��i��f� _.t;:��:5y�.� ..2i..r i;..":7+",i;';F.,t�,,_��:y,-A�6;';Y..,:F',;;. ,G�, � tv.Jai':.t. ";'t;:,F:� j�!',�j ,,•Ij.'•. �}'"�'..�,�-,`td:7M. -'s�..��.":J�< ��2:.�.u� �. i:��; eff:? }�� ,_v,,i�-'G F T}�:..}. ,.,[�;�;�iw t,�,y ,;,��, ,+.Cv .-�',rY -•,z,, .,- s$^��.?�g••."'�: fi :.�.°:>::a >.�4Y =iJ� �tti.'.� :^,:... ' sr`�W; .'}�'..:pl.._ - .I�. J-� �i xisLL..C': :�.. ' :' - ::Tw!F:1.^.:.,,t�,.1i5,i�"F:'�•:'.-i :1., Y.'� - - - i.�. :;�s. �`.r:�� _ �� ,-s �::= b'9-OZ lA �.�,.�,. .�_r�°�""��.��' �,.� FA a .� SS � -`p, '"�.i:` il:� :'t�z.ies-.'',:�r;*';. „x ?j,,�;.=',:..i:.,.r `;�,L:.' - '.L�,S..;.i.:¢-; .'i._ +�,,;.=�:(`� .v�` :i.: `d �,�.�-....,?.ru;. ,..�. � ;t �,x��_� �"r.. _ s. ;s',t�'. - .,-5�,� ,,k-x.:,{,+,, .� - �S:�':�e i':'.�iR�. �3" 3'YF e-!._.. .:K.;:,a.':±��v.�as°.>':�,�.Y'v:Y.r"; _7l/i�i�i.�`�:�ra. .S y .i,R':` �::F�• '�,":; ,�g,�i,`.: ',C�� ?'S:��.��?. - r.,h'I�fi j ...4,�!..::'$`��,-:` `.�`c'::.''d.^. � _ '%'S(nL -at��':`:'04�"..,q.."t�yt'P...11 y ' f:r�� :'ie..a;`_ „L,t:� ..y:,yii,. _-•,�:i - "�r.:':^�:`'.,,...-,..i'! " '.�: .,'y3)`;�,�.{3ti=,.>�":.� 0� {�Zwss ';:5:,""s;e�.� *� ;,..�.� �..d��:4 'r:i:'.^'.§::C:�i�:'ra.,�.f ,�. �.'_'t`. ;x.� .1; ';S'' :�;F:'_ ':7�-'.�:lfw.i�+i:- =r.,}. ..'�.. fy'+s f.��ci...�.,.y:., :I..Si�.eT:yf;t `"y� •�: - ^�..3',.i� :.Y.,vhy.}. ..kt,.�.v,�.s2,�,.'N'Sti�4S� .�li ,t- J'� !�,",F;-.�}.� i'�'.iia.;a"c�,a,, .r�;` (.,,,�,.�,. L�jFS<.: „^<t %'S�?.� ,(i':;;'Y��7F!;x��ck'� '�Y:' ..s.},. _ _.S.s„ o�;7:J:`., �.�(r�.�b �..?+-.� - �.�Z.� a.{� a{k i't$.•,r ,;-:.'r,t:£�'�,�"!'."� .'t:::>�6 .,.?;. .J,...� b8�Zwss - r 4i't ;ii. .•css.�.�.se- .�' ..F>- `:,��: .�u:;e'.Lrj::��.:, sz4?:..,e.#•'r'.'..�� dE:::��:�. z.E�. ",S=` >';... - �.,,;x.:�,`.q��- ' :a':> :4.',>. - ,.�l�.4. �], ':<='`>. ,,�.:• ,�� '�.::,�:x: �� ,>�:e �;%�„>:: ..,.t;.::;�;�:?;;ai�� k•t.�-,.6;�, ,4�, - ::i9t�i�3� r,:s. ,�a,..,#,tc:=r�'';:.F - �';i:-;:�: - - n.'4,,:N '^1[� ..S'�a �yi�.'r: w..5'i:>� ' '�i='� �4i> _ ..y'�e��.u.�V.�y<�y..ri?.�f':C'�"- _ " Y�Jk.e - -��,,.a„r.� " _ ..3:,.�F:Y;ti .y.�,�oii..l�`�:wT� d9� -�k�e' �.?Ft:S�f�f!. .`:.;:7:r^,- .'jj�:'Y ��+iik"ia� �'t3. :�':v. . �V VJ� :-��. -�e;. „i..,. ;va',...:..�, ,,,�� ; ,�-.. .*� ��:. ir.s•:• at':' .:'�''er: ��s�+`;i'"��:'%'��"'•":�;r:W... ;"f':..:.�r. .'�;' ;>``, �?:�:j:., _,�.5,.�..-o-7'.� :��,. ->;• - it, �:tx�.�:�....�c;,:�,..,d_ ��''�_«;�.`:. :'�.r.':�' �.d.�.!�_.;C.;;: „�..�,,.; „�t�.;.�,x�_rf�.<3z:-'s�.z.:.: S3 4 n i'r:`" ='`�.i'7-; :'�:?.: +a;,�5%;aa �-., :��^i:,. -�r,.,k,�.�..r... � i7 � ULIQc.4lL' - ;:r�e'z """id:: �� `"�.�"^�,' s�:ii.t.:.,�''`�?;�;,.`•;�:".='•�:3--�,.r,�,;;.`.;�.a.. ��lCl 'iS:':vE� .i;t:"s:_', a•:4'.._ ' r;�.�-.� ,�;:.t=, ..�c.� ��t�i+:tt::.u��:.: "`1''�%�Y:Psnv7��i:��,::.r,r °'•4:'u"T:.�'``� +7' fi '- �":SF.;}'s(j§''4 lYq��,�4."Ai'�k;�.�' r�y�: :fs= i`�`'u'••'ir fi'a;�a�.5 Y Y f i r`� ��4y� l� � ;6 ni',r..�J�;� - ";`s� 4, +�'so-�,. ,� ,�y,�.;k'��:s�:y..•: z;iti;, ,.:�'".''?s-.. ";� � ,.�� ixgar_'t,-'.k�`:i�.::it2,�....��.i�'!'�y5;:.av��%�:" :sk.�,. .. �ad:;�k'�?1<-; - - _",:(�r,',:•f<,, , , '�9�a '� .:n�i;;fl.s�s.^n:��9k� G �:`t;;•'i-'.'` ��:K::mf:C``l� � ��. l •t�. Y'i�e'-yb�r-:•t,.{ '1::14.!. .�;':.;,Cy �``"�� '�:�;r- .;,�.�::P,R«�.µ,�ny'_.Y?J;f�;"` "�e, ��,a'�.�s-:,ti.� y,r�3x;, *�r ;:�;,,, ;�, '=�w�, �'° �;� µ, ,f,,,.. i ,,�,,�'�.:��, .: 0 L-OZ l .:z: =.,+�:., t,. F:�:y. / :�� a,r.,,.-�: .�v�r. Y�.�:�:"� ��:r�:�< nss �=1��.�� .c�i. ��1Y.:{C� - ;�r �+��r �f.. _ .`� kF.,"�ti i j`i!�i.:,�,j,:.!�"Si3IL��6��:�t'��`�q.''.tH.. �"j - �i`:k4Y r��Y,.. ','e7- �+,;.i�;. {¢w.y A., i�. � 'v 'jR?yF'� _ - - � �•,,�;�:- �,:a� �=,-.�x.�m��::�:�r;��;.��.�,��,,rr�: �� a-oz�nss ;:;;� �`'!:is;.��' ..�;i`��.�:, '"�s� ` �. .,�.��; � . a�'-- ; ;�:�;FxhY: '.E,� _'�>�`�>,.ap';.j„wp�''•- 'i,.�...-:�d3fia�. •,.I.,t,l�,»iji.'t:"r;ci'.Y.kic-.�r.,z1r:R��,�,r -,g�-'r; *'r`:� e.�=i:C;:� .:��.r:<��'ntw��E y�'-��.� ''� _ "� �t 'rei°-a�.�>�rr,4vN •iJ-r��.:` ':��c�ST�.K:?.: -''<��'7t::'Pii .:-�' �`��•' S ' "4.�'�' ��i:Ai ��'v4 iF�"p::1t:.<3< �L`!c�� 9-OZ L/1SS t;?- - ��:��: ,:3r�Sy,n��, ^.�;li=,-"�'-`-�'�;.;��ei�yo�T��u. %,.ty� trx.. ;;`,'�«.�.- ,�;�...A::,�L'.%v°..,, _ -?�:��:. '�.yriY?�1,..Y it?• -vS}�,zz.I�... pY. �.i ��.�,�,s'�:e ui,�:L1�1.� =Gti�- '`rp�.drv.n.'s:'.�,-,''':t;, v:.5• .'i.t�=r _ '3; k..',,�.y;€�''�°`,-':;i? ^f,`ss �:t w�:�,:, `i��l:M..:r.;:'',sf� -':?�, ::dr,,.;,.. SrT;?':j.:_-�i;a�.- ::.��; �r?`:a�.a;i::;;w: c�c� �s�.�i�:. `.r.�rN;:�;-� -';�:':��: c ":�;::k,.. :tx�=s,._. ,.<°:.;c_,r..;t�.�,,-€ OL-bZW � - 'Y.. Y',W£�. �%y.l'L. ::y'.�ii�%�;... �i.;:d:rt 4 r�,'_j:�i��.,»J..Mi=:;.:�_^:�':..,�.zr a.e:,..: JJ .,,Rh�. ..�:'F :.?�,?'i:'�t:�� tthi".'.�'Y.;. .t�n �-s:,j."�'y4''1';.rtc�i�6bit,.,�..�.:':;..d.��:..:�:C;�YG:'�.-... 'i{.;� :G�y' .��i._. ,5�.✓��r_:��:J'ar:�•�-5k��.d,.... rr'� �S�?.bl��5 �.Y3pt..�1...+%:'.n:b9,:.t. .:wy�l.?�.�Sr�-:,' - _ "):� .F.. ..,; - :4�' v.;?:.�K,•q .f. •µ.sc�er`n:b::"°iyec.{.sL.(:.a�.F.�,,�.'ye,�m� - �.5:^ �F.. ;�r"`_. .Y.Y;ti. ly:� :_�:. .':�;i:i.'*v'=n �,>.;,. ,F.. <,.�,• -:�� ';�:=,,:' 8-bZ W SS - �i'� - ;��' _ .t,:='°`• M��;'i; .�:. ,'v�-�':�� - s�ti',^��Yr'-s`}i:l�;�:� 7;�r,�':e;a_ .N'r::F..��` � _ .i -- .�%:'a - ::�'yY::v;;i" .o.. ,?;:...i.n.-. ::e;;:�.:k`:;'�..a�. -<="s`;:Ir '.:x�� ir�-r- •,.,C�e., .�sd... • ,s.e _ ' i{.o - �}=. _fw'� .:�z" -,°t'" :;r,:' �'�s- - ;y:'�, ' �"+is.�� ,r�:�a.2s i�i�'�e:>+' .,s:'•��;=y.�,,. `:r'r?� .�.�;:i'l„>,. - _ - <t .�.:,,'� - ..�� :t - dix�.,.;;. - 9b .<F -'':;Y� :iz",:=� - z w 'i``<;� S - ' S �,i`.l�?x �:fii�,s - .:t~ r'c„;• :�.. :,��:tl:. ' - _ '.y:._ t`'<`' _ _ `_1.x ��. ' „y.•t:;:t: - _ - :%Si.,. - _ - ^,.t i •�� ,3 ..�:t-. .._ `;;. _ .4 ....:. - f.• ' ..., } - ' _�...._..,t.,..rr._:tr" _ _ _..v,....,.. - I . _, ...��....,.� ':9:OZL' .�..,,...._,, . ... .. _ _ _, . ... , .. ,.. ,: :.__t,,..�.:.,�.�:,_)i.•�., �: ..:.,; . �_ .�.<;..:��rH,.D .a a.::�_ _:_.: ,.._�:. ..._.. , - ;�� . .....:,...._.._..,�.,..,,;:-., :,,:_:'_�-`,�.;::� ._�_._..-,.....__..._.G�..,��.._..�_�.._,.. ...�,�.....�_._..._.:,�...,_....,.....�„__:ASS'_N S��Po�'sl Lhl.��(1 a�qe��end s�apow �}X'r�iNi'�Y�•�"'�,y�s • ' � i�'L��Y•'�� . _ � ^_ _." t(. _�'4�! `tl_G� . 1" Y - " 'Y . � rurj ri z�, ,��}i, „ ' '�.a .Yr" + rr�.� j. ' ' � - L a »C' �.ys• Y�T i��°�.}" '� �`s��,''i: �;��'., � � �^��f�'S. vit, ..i' Li. 3, �! � < c' 'k u � w. �,'" r^� ^', _.if.�3v � f r � - . ' . ,,.52( r �..si'�� - r � ��. 4. L> � � ,` !W� . * ki _ -�� .¢• �,- 'S �YA C `dr� s�' •�� Jy�'s�� .t;`5� �. `� . ��C� :,F*' � � � ,�� t �,'�' � ,7"�p � A ' � �7 _ k 'r �� _ * � � k �. .a.� , ' y�� .f,��'`� .;'` -�` � a�.. . �� =k�g� .�. - �' ;t� ' ' ��f' 'fa . M -� '�Y� ,� - *" � ��-�f s ?}•''- .�n `i •, 3� �. ��' :t� `f. _ - _ ��. ,}' 'y�y, - f� �! - ' ,�s h �rn�' ��'..5 ;;� i �'�. :,�' _ :��`.-:' �b - r�. � � _- � -i,i i� ";si :�x�j- p - �`� r =� _ - - -- . _ _ _ r .� + � - - - .r" _ ��i;.;• . �,::'�t- ��,y ,tt�NUr ��i. 1 7 " ��,y�' - -S--n ' ' ,1 � .5 - ;,�1[y:' •�q l• �� ' �iw:'i �� ;'.� '�1�._ " ,�"` 'J ' ' +1 '"�'�k4:e Ry, i7nT L' .'4." i��Y. .ti�� :�"rt '.i5� Y� _ �� . . _ .. ." . � s 'a" "��=•- `�.. ��. � . �''; °�. - , . :: �,�y. _ � .�,. �;. � : . . . . . �- ' {y , _ ..... .... .. . : �.� ._.. �...., - �,�'' :7 : t �.��.(�� .�_._ .. ............,.. ,;�:.:� .°:: •a'.�"t '1�'..``l Iz�',y' j� - ' -_ - - _ '!,�• __��- . yy, �': �..,�` - `{�'$vYW�fG.�,�ry.r �.�: � �t� � 'li�1�- :9 Ji a�t •�{� ' (. `�• �'J� _,}.,SiCii,'a�.E�y�'�" - _ .I� + :'Tdi _,1 a�l.4�Y :�. ,� :a•+a - �'�cRa •�'xs�`'�`4�+. y .�� ' �`.y.3_�. .�e � �*t�.a' .v ,f-`" .a_� a<� �� • Y-a w�� C �Y - t:si .L-..�G '31 +'S �S �g - .-.i J,' ..lF_�, �Y� 'S �' =�£. �.. _ _t - ,��..' �, ��'-G, �''� �t,: �e�' .`�� ''�'' ��v-,:�_s�' .v;c�;,.' .xs• i �1�i��: � 1,a� .�`J i ✓'�`++,Y:` ,,��F.e ��'" .'„f'7' - "t^L i � �l. ^r�'kr �� 1�n�i1. Y. �..1 s k� .� fs' �.i� �j �� 4I ��Y-`w �r'�ta-•� c,`.X.,�''<l��L"a �3�" f ��.��Y�� ,"�8A � .�' `�r,y �u��T,�c. "��y'a.p� ,L�jaj'��`. .�Y`��,,,�� ,.F'3a'' -3' j a ?� �'��;j.��. � '3��' �`. �''��'y'�� :.� - F�sp ` � ti ,�.j-a4- � _ ,��._ �'��. 6 �� t`��'�.,tr'�h;a �_ s�"4-s.,�'�''� d. � -y`-�S''R�'�i�� f� -..�,ai��°_„_~- ,`.r��; -.,..�,fyl�.. ��,. d, �4^::-�'-_• k�'_ � '��~ ;a't4=4 ri;�� e ...+,. .:+�.��. e�.'� ,.f =��, <" - '�� :.�i�.�r.��y fi�rx�,� sa�:,';.^_ _,�'i,'3ete's�-� ► Standard Specifications � � "� C�rfo1'Itlg -I�F;(IIPG�aturc Range '18ff1iIC18�IGf1 � SP,fVICP, USP, -3l°F to 140°F Provided with 2 sets of leads for Fire Alarm 0��rating Voltage in/out writing General Signaling SSM series 24VDC Burglar Alarm SSV series 120VAC VVarranty . _ 3 years Gcng Uiameter Operating Av�rage �'Iad�l (inches) Naminal Voltage Voltage f2ange Current Ura�v Sound Output (dB) SSM24-G 6 85 SSM24-8 8 24VDC 19.2 to 26.4VDC 0.03A 85 SSM24-10 l0 85 � SSV120-6 G 82 SSVl20•8 8 120VAC 96 to 132VAC 0.047A 85 SSV120-10 �0 82 ' Sound output measured at Underwri[er Labora[ories,as speciFied in UL464 Ordering Information UL/FM Mod�l Nu;nbers ULC/Canadian Models Description SSM24-G SSM24-6A Bell, 6", 24VDC, Polarized, 85dba SSM24-8 SSM24-8A Bell, 8", 24VDC, Polarized, 85dba SSM24-10 SSM24-10A Bell, 10", 24VDC, Polarized, 85dba �SSV120-6 SSV"120-6A Bell, G", "120VAC, 82dba SSV120-8 SSV120-8A Bell, 8", 120VAC, 85dba SSV�20-10 SSV�20-10A Bell, 10", 120VAC, 82dba WBB Weatherproof Back Box for SSM and SSV series, when installed outdoor System Sensor Sales and Service System Sensor Headyuarters System Sensor Canada S�stem Sensor in China System Sensor—Far East 3825 Ohio Avenue Ph: 905.812.0767 Ph:0'11.86.29.524.6253 Ph:01'1.85.22.19"1.9003 St. Charies, IL 60174 Fx; 905.812.0771 Fx:0'1�,86.29.524.6259 Fx:0'11.85.22.736.6580 Ph:800-SENSOR2 System Sensor Europe System Sensor in Singapore System Sensor—Australia Fx: 630/377-G495 ph:0�'I 44 1403.276500 Ph:0�1.65.273.2230 Ph:0'I1.6�3.54.281 '1q2 I Documents on Demantl Fx:0��.4q.�403.27650� Fx:0"11.65.273.2610 Fx:0"I1.6"13.54.28'i "172 I 1-B00-736•7672 x3 I www.syste mse nsor.com m 1999 S stem Sensor.Th , 'I, Y e company reservEs[he righ[m change product speciFicnuons wi[hou[notice. A05-260�03-71/99(10K)•8573 ' iR4� �{"�."'Ty+:'f,r3"Lr;i::PID,�.,a�.'e,��,�-r.,��,'%`;�]��:�i�a�pc;.�f=y _ -;��;, 3-�• �jl;� ._ " ^ ., _ �� y tad� ni 'y�a.... -),;�'' _. :",;; _ . �' :?'i:i�i 1 .w ;ci�:C-.. .�. _ - �4>,y�'_F,;'R=y;' :� Id'� :t�=�p_ _ ,� r. :.�.; 'v9 "�`" - 'Yr � `� , �Z:��-:�i. _.,.. '.�{� ... ';} . . � �..--- ,.z.� - .._ _ � ��V _ ; �i� �� - n� - a�, ,� �♦ �:� - - "i�� •-!'�. uv� �� u�1'an �Ifi}��'+;!,"'�`.� r-,P.. �_C^''-'` v._ - ., ' '��'• ._aC ,��,�• p + `-€f„�- ja ';4 - - - f+ - ee. .&�.s'z � >G;� - �.S - _ . '�.�- ^`�'Y"°'�i�f��.:.._,___...�.,,,_r.,._.._� ._.:.'.. �°:'.."'...�..:._...- . _ _ � - _ _ _ ,... _. ,-' ��. �¢_.,�=� ,` f'� � � � � ��i��k�� "___- TT.'�T' "W"" A ��v�'1�`�i� �� 4 �� :��a°� ��€��-� �d:a�� Standai-d in�tallation trim and drain vaives for the fire sprinl<ler industry �,� kri, � •Water, oil &gas - 200 psi ]�k'��' �`'��``��,,�� °Risin stem 'L a �` `X�"�� t. ��';,""'��a ` "" �¢�� g I31PU9�i�!$ION$ "'�`��'` PART# SIZE A B C �, i�� -,1:�f'�-x r.,,,<:�,-,;,:;+= �y/�ry:`;. tu�k!r� 65-20-044 1/4" 2.84" 2.22" 1.80" n�',di�'��.',�.js, �-�,i�h<,�,,,�`j, 65-20•045 1/2" �� 1.89�� ;`�'x,�sr:�-:��}��:; g 65-20-050 3/4" � 3.00" 2.14" 2.20" "��' 65-20-055 1" �::�+�9�,{M1tfi:'.; �� 2.53�� °�'��'` "" ' 65-20-060 1-1/4•' ��'�;-_,t��i�.�' �-} 4.33" 2.95" 2 91„ ;t�:�k�s;�:;; ' . �" � 65-20-065 1-1/2" 5.12" 3.31" 3.31" _,:t�Y�;��c � 65-20-070 2" 6.02" 3.74" 3.92'• �:,:_�;.:.-,:_, � •t^_��.. �k,�+�''53��',3: ;4�M� ,�,'�--;f�Czn1'�'ije.;F.. �µ. ��Y�-,;,, �G,..'� ... ts% (.''..i��j .yf, .C',.�"°. d. .'Fr.Yr�',.�'.,?"'k�� '�rY,:k�yJS�',�+',' "`��h,r� J '•�: ✓�i tt�e{�`-a,�a��v,`r)�.�„�.,.�a�'.x`;� '\ �s: p�:}�� g�v,�'��,_ iT., i...,�n�'v�:'�(y r�-`-: � d.�,� �''',sl'.."�%'`'ro,"t�.-.'....,�r..'='7 � ,�t i 'e�.} �p � .t"YY3,.�" .'a+"'Yt' L�,,7' .G� hj�,�,..�:��:�r£,f{`'_ � p�r{�3y�`��:;c��'�:.. �:�.'�i i+rnvF..'t.^,�-?�:�.{�..., L^� t��;K��y.` 3�� Y`Yx��.��.=.,. .�.�,- \ � ALS I.a� ��;�:; `�,-, � .k��'r;,�;�?'�s,s��,�z.��= MATERI f;:�j�a 'xt'=i.C�,��i�i(�2 � , � ��'ra"� `''S�'��.. 3 7b� �``4��.,�,�:. PART MATEpIA �t �� ?:la`"�r'�•^ � .:-� � L ;r�c ,�'��r� '�" �@'. �i,t;+NtS,`._.:�:.��. � i �k,��%..,��"`r'`..i_',.,'°�.'��';:�'�`�,,.`y''.+�,`�.�,at 'k;•x35a.;, a � / WHEEL NUT IRON �4;,'�.�i, �t?' ,;.��,.q`. t:�T�`,',_�_` u�-':_r,";.,y-,,,��, �. NAMEPLATE AIUMWUM ^_ _,, ,ec��•_� - ' HANDWHEEL C0.STIFDJN � PACKING NUT BRA55 AOD I These valves are recommended GLAND PACKING GRAPHITE � BONNET BR0.SSApD where tight shula((and(requent DSCHOLDER eR�nssn�oo operation is required o�sc RUBBEA � � � DISCBOLT BRRSSF�D BODY CAST8NAS5 k:.,`-.'.a.ec.;."-f'i'''.S�'i?..t'"'xi�ns�_��i:v:�"',.L'"Xfr:S::,i:i.'.r.�a:.�:...'=�,,»F=�.,:�^�r"-'...'x".d"s:att:2:�G;�.xS.3:.x�,CYdi�`fP"s.,_."-"`�''a'�.�::-.:z;v��'k'�:""'�«c�u,'�55,:.�a�.�:'.'�_�.�r"_s,�,-,,�`�^':�`...T:S"u-:��S,L"'.�t2".�:Si'S.at:!`�ii�"x.: �� •New heavy pattei-n vaive - water, oil &gas - 300 psi �� °30% heavier than standard globe valve �,��, x��, °Rising stem .rri;, .:=.;,..�:�;:�., .. :z�,,. ,,+, ;. ,�;��p��r�;��•��. ,�'.�\�L �_��.1/S.S 4�': �?'�• x �% ::A;t�p*i`l:. /� '�h„'yyy-^,�� #,:��'�' ~ ",��;;;`'�,"�''��'Y' DIII�iENSIOP�lS �`='�`�;��"��;`�'� RT II SIZE A B C .��.L��-;:: .��x�,�F,.�t� •20-045HV 1/2" 2.32" 2.56" 2.13" ��`�`':i�'$'�y=�� 65-20-OSOHV 3/4" 2.32" 2.87" 2.34„ `��t.t�•,:; 65-20-055HV 1" 3.15" 3.50" 2.82" '-tt;;s?,a:$,vj.�Sr't':�.. i r=ai;er=�:�i}:>. ,�y�;.�::r,_;��t,�� 65-20-060HV 1-1/4" 3.15" 4.17" 3.30" #��..��, �;,�;' ffx4;.:�r��r_,i.:. 65-20-O65HV 1-1/2" 4.72" 3.94" 3.7g„ 6.f� ^u' 441f; (�✓:�k.`,,,"g�;�;.:.;.ix��t��';,�.,�-,y�',�',�'-r.��"K' t rx 65-20-070HV 2" 4.25" 5.32" 4.25„ 4:'�t��.;,��i':'�'�1>�'�.��;fropyXj�..{r}y�;�1�,"�Yj�WSi�;�ci�i+�� ' in,k$y�`:i�;`; ?-t ';�f3:,��.;kQ tyhYi,r;-�;`3- : -r.;�r�.y�;�'i;};j�'�:i '�:zj�;,ti��+'',?��3�4`,t,31�1�;�ti�:..+.s. '<: ��.-.; " +.y k''�7��'�Pi{';1•_.•'_..'_S�t�s��`r�,{t�a�.ri''r'=;�t_ "..S�S�:. .i. Tk��f t';T}Y�r1�,V�;��i�i:�'� i:.,:i��#��.u,t�.jy ,��y�.��p�,,�._�'.�� (.,,4_� Si�+.ii� :i.. �i:�.�'45'�2•.S.:Yk'j.��Y,y.,ryrYi fi`�'��.„�..` MATERIALS t��;;�`��`�s;*;�`'%�'°;�f<:��"'��y�,'-��F,F��F � %��<„�•,-�"-.�r�'=�.;r�3�fi��;��'�"��'xu��:� II PART MATERIAL �� _, _ , - � WHEEL PIUT BR/SS � � - - --- HAND WHEEI GiSTNOFI i PACNING NUT �RAiS � PACKIhIG N8ft These valves are recomme ed eor,r�er eRass srErn ennssew.cs where tight shut-off a requent � ��sc fOflGED6Rf55 DISCBOLT BFlhS$ROD operation i equired G' � BODY FOpGEDBRISS GASKET BRISSRqTE PIBfl F�f� iV106�E 9P�F�6�M��`4C��! Cd�LL ��iGCO AT 1-�00-�35�4-�Oi5 � O� LOG Oi�TO WVWV.�RGCO.CO�,� _� jF�++'�'�y'� '«'.?ii�k` vi'.�. `�'=t+,.�;�;5;.�_.^'�;�,.�- �.:e ��:- ;s'w�'--.�f%`�,6.-z.�`+;:a��,,�'f�".—'s-...r 3a '1?�ir•.`° :t::�.•.":� sA.,;�a;i-�% �� '�i� .�'�� 1�:- �.� ��;.�„vc;�=,�}_ �+r'ti+'"�;'5:.�:�%' o '�`y��, *_.. . . - � ��=�`M ... � '' COlap�191� � ' ��y��-��- �- ,.._,��_ �� S �c F I�1� �S S�� "yf:iiN,',S . ��?%'+'-�+`�,Y':i��z��C"�yp;�3.;y�'". `�'x�s s��A-�,:Y �3�k��;,w`�1...�:,+`- `��;�%3 V�S�-'.'��:✓� �i�#�'��,�,.y,i;'�;:�s' �;N�y ... ,.. �t �p��'L A R " ��: �� Gruvlok° P�oduct Li�e �tL�� '='?`�'� The Gruvlok product line is manufadured to the highest standards at our state-of-the-art manufacturin facili located in f;�=;s;x g tY ='_>� Columbia,PA USA. All products for Fire Protection are UL/ULC listed and FM approved. �"'L.,Oy:i y:�. (yiY'�. {��;� �' �= Gru�►fok@ Fi�u�e 740� �o�idLi�e�� Co�piing �� f M y_ , � ' : � The Gruvlok Figure 7400 Rigidlite Coupling is specially designed to provide a rigid,locked-in pipe �_" �~- ` �-'� " ;`:-;;,.:} : connection to meet the specific demands of a rigid piping system not allowing for expansion, i,vy7��. :,.i:ei. 7's'&'c�lj . Sy;µj��C^� r�,,;fi µ ,� ';��;{,; ;: contraction or deflection.Fast and easy swing-over installation of the rugged lightweight housing �;;;�,�„� :_� _- _ - �; produces a secure,rigid pipe joint.The Fgure 7400 Rigidlite Coupling is UL/ULC Listed and FM "-"�"5� ��~��'- ." Approved for fire protection service in both wet and dry systems,with roll grooved or cut grooved ��..r: : �,.�v�.� , ,w- '�' •�;�.� : steel pipe prepared in accordance with Gruvlok grooving specifications. For the latest UL/ULC listed � .�: .,��r�� :_;__ �;�'�0 = and FM approved pressure ratings versus pipe schedule,see www.anviiintl.com or contact your -'�>�'<:�"Y�±,^ �p°� • local Anvil Representative. "??.,�r:.:,_::�:�•�.'�;...�,.;..-:..�.;._`.-�:�;,--.=; � The Figure 7400 Rigidlite Coupling with a Pre-Lubricated Grade"E"EPDM,Type'A"gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed iin accordance with NFPA Standard 13"Sprinkler Systems". Available 1'/4'-8"nominal pipe sizes. �wu�rlok�� F6�ure �Ot�� L��reo�ht FLe�i�i� Coup�an� �:. The Gruvlok Figure 7000 Lightweight Coupling is designed for applications where system flexibility �'- , '' is desired.The Figure 7000 Lightweight Coupling is approximately 30%lighter in weight than the �.=r��. : �. `�_` .: ��,,�� r: Figure 7001 Coupfing.For the latest UL/ULC listed and FM approved pressure ratings versus pipe k°��:� ,�,�� ,�=� `; ,� y.�.� ,;�=;,��: ' ;�w;��.�; �,- schedule,see www.anvilintl.com or contact your local Anvil Representative. =�,>;g:. �:_�� • ��_ ,-, , .'Y',._ M1��s`', The Figure 7000 Lightweight Coupling with a Pre-Lubricated Grade"E"EPDM,Type'A'gasket ":'<_' � �;:;��,. fi` , .:.: ,;��:--�,-_ �cou hn �s easil identified b ur le nuts is intended for use in fire rotection stems installed �� ` �"d'`0�� `� P� g� Y� Y P P ) � _ -.:�.,. _ �w.�� in accordance with NFPA Standard 13"Sprinkler Systems': P � , _ -- `" "' ��''"�""�0 � ;��9'.a.-,.p.i"3' +wti'.,.u.�. FM S' Available 1'�4�r—8��fl - _ s�'r^ - - . uPrnovm ,� ominal pipe sizes. ,:..r::�m-,;>�:..r.:�__�.,_ ,.�:`' , ,... � _ � �ruvlok F��ure �010 Redu�in� �oupling �' ;� The Gruvlok Figure 7010 Reducing Coupfing makes it possible to diredly connect two different ��: ' '�'�.'' �° .�� = i e sizes,eliminatin the need for two cou lin s and a reducin fittin .The s eciall desi ned ;�t�" `� . �::� '� P P g P g S g P Y S e;tf�?�..,_ ' :� t*r� ,; reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents �'"' the smaller pipe from telescoping into the larger during assembly.For the latest UL/ULC listed and >:;�x;... •4:y :. �=:;;;;,` _ : = �'f<;;;;' f FM approved pressure ratings versus pipe schedule,see www.anvilintl.com or contact your local 3- •�i" '��°°��° Anvil Representative.Figure 7010 Coupling comes complete with Grade"E"EPDM Gasket. �;-.:� ';;�.. �` . .. = =`.��z��-��;.-_;' O Available 2"-8"nominal pipe sizes. -MPflOVE➢ r- ":'z...'.v�`��.3:.:..... '""" ' .�6t,4CF-.i.?.-`:.:.,� �r��lok��' Figa��e 70�� a�� ,� � ; ��t�.= The Gruvlok Figure 7072 Flange allows direct connection of Class 125 or Class 150 flanged �f=:��, � ;, , �;5e�„ �t�3?: , components to a grooved piping system.The two interlocking halves of the 2"thru 12' sizes of the - -,<. � ;: � Gruvlok Flan e are hin ed for ease of handlin and are drawn to ether b a latch bolt which '`''�v"`"=-,�`-� -��':"��'` , w ,.�:=.__<...�_,.,..�:._�s.,�,,�a.�,,..__,.�.�-�.....�_-�,.- _� _:�-�.n.,...:,.ax.__�..,--��_...-��->�-�r,us:�_�_�,.�_._�r_��,��.._....,.�_.-,.�nr.._..��..,��_--�.�� :��;;�;.�� ' � �`��.,-;��.�_��.� -�-:`�,;-�.., a ,,�:�:�,��;._'� _,'��, o �'`��;:��;..��1°h.� ��= Fitti ngs � �� S FM �:��f�:�� •,."� : LJSTED APPROVED 4''�,�� °4 �ruvlok`R F�ttin�s ��r Gro��ed E�d �ape =, Gruvlok fittings#or fre pratedion applicatians are availabSe through 8"nominal pipe size in a variery of styles.These �.�;�iF�,-,.:.._ : ,-� ,.;, � fittings are designed#o grovide minirnum pressure drop and ��-' �_ �.�� `'�� uniform stren h.Refer to Flow Data in the catalag far details. ��'��"��`�_��,�;��'V �`� ''��'�s� �� ` � ��_"�� gt -, -, ,,:� r...��: �;� >,.• �%�„:�,-�:� 1 _ �.. �.a� x, �;.��.; De endin on s les and size Gruvlok fittin s are rovided - `'�_ `="`��-�,T"' ___ � -"`'�"�`=;�` P � tY , � P _ t��s=.,,��" _ ,_.��:.;-_,=1t�1�_�0 _ _ « +ic;::�^r:.,�;��' � ,.:�1'��-� w�T"�.�.,F�,. in various matenats includin malleable iron ductile iran or == - Y"'��:�' �°;;; -_>:'�, ��,' '�� t�:�-`.�.r�� t g , °-;�=":�.f ,�;�, `: _ :�A;�..:�;��:s-a,��'�'��'�. fabricatedsteel. �'F �,"�.;��'�? - _ =��+��:,=`�� `.;�`-=,>r s�, z'�_":r: �s >��. `� �^�rF:� �' s� -°i�„�,1c r.;�,�=:= � ' r �`�� 'h'� �� R��s� #�'�+�yY-{:u{- w�',?" �= �'�a�..L.��: t> _',�.�._r�;�:._ _ . �".�v". 2ir�;c;ex��s'��-- � E .,`h�'y��`3°'..��'.'�'�'� .".�„�,'„M-x',"''�.�3-„--7. } N�-'-`-''n':t _ ��<��=._ ,��. r:�«,i"-� � —�.�ar`� "@,�Skx"�,y�':'=• ti� �y3c"''4 F 84;� �,,.,.3��5., :`-:��;: - ^.4!, .tn,w s tF' tipY" t��e!i�'^� ;i:;,7,'�': .i-� - .:'�� "L� �.%:%4+,r " ��tgrial Sp�cifi�at�on�: ,L . :.�x:�� -}.�. __ _,�� _�rt_1;��t�,__.. _� . r , _ _,�..:.. � .:- � . . .,r.-- �_�;:, �.�:. � Cast Fittings: . _ _ .... ...... ::.��..___ ,._ . Ductile iron canforming to ASTM A 536 ar NialEeable iron tonforming to ASTM A 47 � Fabricafed �ittings: 1-6°Carbon s#eel,Schedule 40,canforming to ASTM A 53,Grade B 8-12"Carban steei,Schedule 30 confarming to ASTM A 53, Grade B � �oat"sng: Rust inhibiting paint Caiar:ORANGE (standard} Hot-dipped zinc galvanized conforming to AS7M A 153 (optianal) ..,,t� �r<�;-• ....4.;�-�� .�:� : � - :- >��;�..:�'s'��a :: �..; ..�.h x`t^ ci; w a�•,�,y f '—n � _ t^:, �:�,��,T�'<�., F.,-x�.:a;'. �y;.-''r,:;� �;�. '»9"w�'tii�.�4' Y��.1, M1.Z�"�++:4:y,:e,'.�,: ,:'L�'��{.::�i.�.i ^t',,w '�"^�Yu --4r.4'r i:i^ _ i�, �''+�:�'a-;.:�:fi`t x� ._;`�;>y''.,., "+�� .:�,;._� _ 5..,� :z�-','c:', s�'i«°"':-:z+, �.�+�`,'�i�µ.,�t% �;;;;°�c,,.�+ . ;`,..�a ��yl`;v�' 'ga;;v;v,<� �<'- -.';�zr=m`� _ _ ?�-=.a.v:a: Y�,7e.�,�� r C.tl-''' 1'�'�.'`:' ��'4:': � , °z=~ ix'�kr' S'��Y'�;'i::`i:� +°+,^,Eo-r'"<'r � _ Gruvtok Fig.�aso Gruvlok Fig.T4+�a Gruvlak Feg,70�o cruvlok Fig.7o�t Gruv[ok Fig.7052 Gruviok Fig.7a5a Short Pattern Short Pattern Tee 90�Elbaw 45'Elbaw 22'Jz Etbow 11'/a"Elbow 90'Elbow --'__= 4Yui; .�>. :q; -_ - -_- ''6x_��Sir�.xz�;•..A.. ... � `;},.;' ' � c- i se-��:�z'=t:v" s�,'.� :ii,�' 'Y;,i;�'':' .P�S'e' `- - %;i'„ 4,�"�==i>''"=' i;�`�"_��,�''�.`'ir t��>� - «i;� ,it. ,�;-:�6�3'�.1):,'{., �.S y.rhi^��r.;...a.>�• ,u�,j= -,��s"''.::.�.'.&: �},�,p� ,� _'.�'.l�i:�°, x'?,`s,.'�,� �:Y�;* ��'r 3':;3 f�"A:°;Y '�;a. - ;'t+'aR�*�v�.'''i::��%':x.. 'n��:4.�,`,..}��{ �'S`�"n...s-��'• � S'kA; ,'f"17^^°t T}�.i�C�,• 11`��1'1.� f`i � •_<� �� ,�-�..9""�'r,� rzT�i�2 _ "...Y<. 3'�yfi�..Y .e._ }j" x�" �' �n; i^Z::�� 1r{,"�.+"�Ztis. yp'Lk :�'('r: » ., �"a' :;'§ ';'t;x:'!,- - Gruvlok�g.70501�R Gruvlok Fig.7074 Gewlak Fig.7068 Gruvlok Fig.7060 Gruvlok Fig.7061 Gruvlok Fig.7063 90°Drain Eibow End Cap Cross Standard Tee Reducing Tee Threaded Tee v-.-��,4,'�;___r . y �., _..: =-y s �"`�;-,�=`e>::?� ':a:t "'':#+:;� a.` ' -.st� �,. ',t:"=;'` .�,.'.„`��.:.�a`r,� �` Y�i , i �f';�>...... ' ;;�',`•.�.1r � 3�i ,e..'"��k-�.. _ ,�.�.};m... a.. 'v;7'> �^r�2::{+.J};a Fg' - _ � yaw. 'c:':'.,,;i1�:' - x;,��:%�°.5,�' =t;":c x�:: • - __ . 'g i .ii,L _ �' ��i�:�:.''__..;.:ya „ _ --- ;4 - = u�•; �'ar^ - ..:;5�.:�s:'a��. . .;;� �r_=y$;,;:a _ �::cs= .s K.;�1,' - � � -:.r`i'- - -- �� ."".s.�"r`';�c�., '�� '"a�<`>i:; `_z',zo'4'�,rS«y�s" -��-�`�_;y 'e� -:-;��'.t=,.4,y- $%•cx _ ''�'�+--_ `u � 'iz�-..�#:x�`' i3:� �?c� -- ]}' _ ' —`t'S``-.^iCL�.,.:....v. i�.'.::,:n' r+±t�ti' - Gruvlok Fig.7064 Gruvlok Fig.70�2 Gruvlak Fig.70€5 Gruvlok Fig.7072 Gruvlok Fig.7073 Gruvlok Fig.7076 Reducing Tee with Butlhea�Tee Stanci�ipe'Tee Coneentric 12educer Eccentric Reducer Carocentric R�dacer i"s�readed Branch ��roove x Theead} - _ ;�.�� r;d:',.F'^5 i .;.�� :r,z.<_ "m;S4•:,: ..av:., -� , � �,W _= V�' "t -- - � '�Y.�� - �"=� -_ ' ' _- c^,„.:` '.rs>;.,.. ..� .c.:c - `r,_ ' ',x3 v'>: ,.:t�� i,_,. I - ,F,;�=�- ;,;3",, _ - - �� - 'tJ7� .a'Yd� � Gruvlok Fig.7045 Gruvlok Fig.7046 Gruvlqk Fig.7048 Clemp-T,FP'F'Bza�sch C#amp-T,Graoved B�a�ch Clamp T Crass(G:oove x�eoave) � �'��fiNAT�� www.anvilintl.cam �1�'k? P�'i]tdilCtS 5 FP-8.13 ;�.�F.�.a-�,�-:.,--.,�_��.�.�a.,.s�.�y-:�..,,,.�.,�:,��.::,z,.,_�.�.,.:. _..�,_�_�.�..ri.,�u:.._,��:,..�-rsti- ---�s..R.��.,��-�,� _.�»� - - . �..�:..�:�_..,�.-�_-��„a..__ -,..:_��..,...,. _ _ -T.�z�,�-=;�.;.��;;.:,; , �z_,;�;: �^i-,4��' ,:,;'�;�;;��o: ,"`p"j�� Anvil° Cast Iron & Nlalleable Iron Threaded Fittings �`��F�� a ''49 S= .-: Manufadured in Columbia,PA USA,Anvil � offers the most complete line of Cast Iron r: and Malleable Iron Threaded�ttings in the j. industry.Our versatile range of fittings is ��r��'�--:�� -,; ,-_,.;�.. ;: designed to provide connedion options for ~.. _ - � �� :� ;�� r: � —..-�g--�,-,-_�-� different applications and environments. .�.,�W,z % - }d;� r - �.:� ,- : �;i}" i,��''�'��-��.e.`� `�i' `=='�:�'r:� ,�'�1'� �v -��-�E�""{ '� �..*`&;=�°:`s�- � �-'� -- .t.s,�.:xi;",-��`.�7' �,�—s:.;. � ��,a"t ;� .'��-d.�.��-,.w tr u .,��5 s:. �F��i�'� '4 ��'�1�r = . � ,r�� ,: Cast Iron (Gray Iron)Threaded Fittings are �'��: ,.� � �� '��';�'� �� t. '�'�� ;r��;�:_:�;f� -z' �"" �� ° �.��r, ' manufactured in accordance with ASME/AN .��;..� 51 -:_�,;:, - - , g;,y-. �_. t:=�� ' �:�,_�=;,,; — �� --=�-��~�' r�� ;aP�;x �.��, � ��;� ;�;::y-:;� B14.4 and are UL/ULC listed and FM approved. - 1 ` � �,,:;.- �v,;�"'" '�s,�� ^' ,''=�[' ��,�'�*'t,�`�°;�r , x.�a<y,.T �`nac;�, n'",,�`�,�• r:_:;- ;,-=s`�'; �K.� cu:?��r;%�;;��:,.�-.�i «}'>=a:i.= -�::�'�-`�.-"�',-:^ �i�.""'r�.�:�; ;r ':'„�`.�.'�'S. __ . �',� • _ - _ T.M.:r=�•'�,'L�=;��s..:.,_- �� ='�� Malleable Iro ;�:a. ,,.�-.:;� r� - K: - ° " -�-'=-�N" f dured in m�:- -�-_�;��'�: ;lj;, e,*;�.: _ �rk��'�:'= . n Fttings are manu a t��_.,,t. "`` �? �F:,- _— �'r, n& _ y. _;t` Lff`"pv,,,,-_ x`a` :.r'.`t� ...i. ;f^�,..P ' =p��'� ccordance with AS - _ ; �',= a< x�.;�` �,�;�; - :..� _ � - a ME/ANSI 616.3 and ` '�� :..��=��' :�:�,.�a.� r J a �;' t��,�= `��Y"v- _ Unions ASME/AN51 B16.39 and are available - :.<. -- - i=�y;.., .;�_. :_ �ss Y, . :r.� "� ;a�»�� -•. _ .�. � ��°� a' in Class 150 Class 250 and Class 300 U - .��.-�. . ;, �;. _ ,,� '�r�;�� .. zs: , . UULC �-.��;J� �,�.; ,`.,�:;-;n J"�'> _ _ _ ��a-z"•� _ -��-�..,,�.,� - _ _ _ - - ___`�r��` �`�� __ :�,� - _ listed and FM approved.In both classes all -w,:_ - '<; -'=�z..w " �-�� _.. , ��.:=w�' _ , _ _��.-.zypa3^ts`.:.µY:"' ST:.:'v?i-k ;��"'• - Il � - • .�:; -� *�° _ - y-��'�� =' Elbows and Tees 3/e and lar er are 100%ai :a?�''_ �-rx3ts�'' ; :;r•=� ��,'�� l:; :� z�it:�r.,.. �.? ��`;'��:S:' _ g r - [.�.�.��'=�� - � '`t'"' ' - tested at a minimum of 100 ps ( ). -- ,�,.:.- _ - f:.:_ �;�;>::_ -_ --- i 6.9 bar . -, - `��`_ .-�;; �,r=:;.��.�:�_-�= - _;, .._ -_ - . , = aw .�a:;:3;�_. :�v .—. ' .. ''"�i,�-�"'e"�•'_ ' � -~=,::rP�',� ` _-- --- � � �� .., FM M� Cast Iron Flanged�ttings are manufactured . , , - , usTm ArrRoven �� in accordance with ASME B16.1 and are , _ _Y �:,_ �,�_ _:.,,,.,,F_,__ _ ,�� ' s< available in both Class 125 and Class 250. __ .-�. _,_- _ � -. --=--_ .. _ _ . . �. . __..:.---.,�.. ---,-_ -..__. =��._. , -__ ��-,-��. An�rii° Steel �ipe Nipples � Steel P�pe Coupt�ngs Anvil offers a variety of Steel Pipe Nipples and Steel Pipe Couplings for standard nipple packs rangi►ig from one each(close to 6")and the fire protection industry. standard six packs which offer multiple counts of each.Cartons are packed with handles for easy carrying. - Anvil's Steel Pipe Nipples are manufactured in accordance with ASTM/ ANSI A 733 welded and seamless carbon steel pipe nipples.Materials Steel Pipe Couplings are manufactured in accordance with ASfM include black and hot-dipped galvanized finishes.Anvil manufactures a specification A 865. Straight-tapped couplings range in size from'/a" wide range of stock pipe nipples in'/8°diameter through 8"diameter NPS through 2"NPS,while 2'�"NPS and larger are taper tapped. close through 72"inch length in half-inch increments.We also offer s�F��Nv�L SPF° Ductile Iron & Cast �ron Threaded F�t�ing�� SPF Ductile Iron Threaded Fittings are UL/ ULC Listed and FM Approved for 500 psi service.These fittings provide a dependable , threaded connedion and are available in a �=-�`.*.�•-� � ��=k - - ' •,u'='. ��'"`�:�. f range of styles and specifications.All SPF '.��iw�' �.;� - '`� � Ductile Iron Threaded Fittings dimensions �.� � `"`�-x ' � i . � � �?,�.:��-�.�k: -n.<�� y,y conform to ANSI B16.3 Class 150 require- �:��u��u��"�3� _ �� _ �`� ''��'`y� '�� r� S. ��k:�... ..� �i'v_ b�y�+A��. .�. � f�� t ,c. t�'.�4i<�'r, . "''�.tl'=- ,,'�+s".F��;,:;w ,,�{ t4'"r'+r'��..�.r� x";!Y, r€*�,''�, :c�s'; ments,and threads are NPT per ANSI/ASME ��.. :� ' f,''`� ��=�- • �''""�-`� �=sti• ��.x:� "` �� _:� '�-`� �^�`�v.`.�,T`o :.'�=:'�' �.'s:a' �iij�,"" ;;�".'_>j;r:'--�'..�z ' -a^ra 3�;�="i��- �= r _- f�y, .�_.a�y t -3`•__s"v4�is.:;5., Mj`t S}} :�:`_.;:_i. _'J'� „v B1.20.1. _ ��. .,;��".��r.:_- �•�� :,'-�>.;��'� =��„r-�r ��= � .�.=,t ,:�:,:_ �,;- ;� m�; ,� .,.�-:.r�,.,�.:�=;_�i. � ' �C �'-...cx;'%}:;:�t i• t_` �a:-'� �_�4x. - " `�,'� ��; �';.�j�rr��='' f �`�; k � �, — �;if'` `�.�:=� Y _.�:o:'r.3_.w�r .W- y^r;�c �?L^.�� ,;,�'�:`�'_.._i _ ii"s,-, _n �:�f �� ---�4 �`=�-':.�- n�:�_.,-'-`=-,. SPF Cast Iron Threaded Fittin s are UL ULC - �'''� w'�"5'-" `- ��':<``�:c'� _'1�'�"�- �._'" -- g / _ :, _,:• a.;_:.:�{{-�;.,>�:�_::_._ .:.,.. Listed and FM A roved for 300 - ^- "' _ �T`` _ " '`�`,- = ' PP Psi service. �;�'s ;:'` r,, , ��{r ��';= _,w.: -�... s`� �,., �'�,� _,��;.=�-.-": . _ -__ �{�:��:_:-� �!:''`� m - : _� These fittings are available in a range of ,,�: m:�.�:.:��t'�� _ �- �= _ -- ;r� ' ;;�, styles and specifications.All SPF Cast Iron - ';�` - � - -��-s<:;='� `��,�=,:_ _ '��r - Threaded Fittings dimensions conform to __ _�� =�`�' -- _ - _- . ��' AN51 B16.4 requi =.,..a ;N' :- � - _ _,. _=;�� :,t f rements,and threads are c 4l. us Fm �' `�°�� . ;� NPT per ANSI/AS O O� � ��. _ ,. ME 61.20.1. usrm APPROVED ;,_;�t<^.6_�t` -�._7.4-.,_.�,..M - -_ '-.a _<ra- ' ' - - . .�. , . ,. . . . __ � _,_.. . .-�. .. �.. . -� .- - . -._ . ...... -.�.._ r.l� [(��`� � �NTERNAT10tK� www_anvilintLcom �0�� § 3 FP-9.13 �r�'�.�'-'��-.�� 'Fill� � ��y-��'+�..'�3 j tS?��.�{,''_,`: s',�`' , :�1� ;t�� . � ,e�,� �3�t" �'' `' �} ��t vn �• �� t¢. , ^�� ~ �� ,�X,S_�y��_ . .:•� _ q'{ SY'.�. �� ;, _ aui++�'�f. �.4.:$�4.�`z"�.u.?}1s�;.S:i3�'i4�2�'��.r��,t.`t��! .4r`a�.�� - ., u �E A 6Vl C L�0�/I P 310 = r;r��:-�3k�;.��:� s..�_u..z�:_:� —..,�:�,... - .. Z'�•�X; �x_�.,_ `-k;�c%i'f'K�{,<,�+�-h�F ,FaY�{`�';:F��: ft'�� r=4, i:t$r�i�_r.�,-.r.`..aC�1+.K, �f'�sp�'� '�s:' �,�.r.+•` _ �k� ��,� ��;,.>.��:.ti.;�';,��'.�` �'�a�"'�''"�- I Ductile , L' �.�}.� �C�-:�S,,� )ron Lar e O enin �ea p �:. r�� ;�_� r�;-��-w::•��'� � ��r�,'�. Universa ��•.-,��a�3°,.�.:��.r.��;��.:;� �, ��_-<�;_: 9 � 9 m Clam ;_z�n��;;��,�3,;,Y=� .�• ��s ,�y�, ��- Al t'LY�W`A+��c:'��r3.� �r" JHs�'`�E?��'fi'�'i3�� Size Range: 3/8' and 1/2" rod sizes � ��.�� :�. ;�:r� � -��` � =��=s�- ��:��* -:�' - � ��', �� za r��Y'�`�t' �` �' "�-� � Surface Finish: Black, Electro-zinc plated �;��.��}��' t s��`�:�-a �'r�� ` _�'� �� "�J � �.:--;•. = Structural attachment to to or bottorn of inetal beams ;�`��µ-Y�� `� �� p , � ' �� Y�� purlins, channel, or angle iron ��'��= N '��'�� 4� €y ��- � Setscrew made of hardened steel ��4f = ��' � , �� '�` a h arrt'�`�`�°`;a Yr-"�'�;-":•�r�:t`i'%`�. � C�,� �K: � For retainer straps see Models 300C and 035RS �,�:�.��'�,�� - `� �`��"��' .-�r__��+'a:.� � —� �. ,� � a Availab e n sh b s ec al ='��i�y�E'�y`�^��`��' ''� = �'�� I with a HD fi i y p i order ��;�,�;��=��rn��-�_�-��,. _;.�,� �-�`-.� ��:��.� a Conforms with Federal Specification WW-H-171 (Type 23}, Manufacturers Standardization Society AN51/MSS-SP-58 (Type 19 & 23), install in accordance with ANSI/MSS-SP-69 ��f a Setscrew must be tightened and torqued onto the sloped � � uL us side of the I-beam ""'R°"F� _ . • e' e.• ,. B� - ,.S�fF"I`.,'�wf+✓ ^�T-�r�S°Za 'ft .. T .t h< __ �T� •p" -r�' '� ,� '�F�� i '=k"�'$'�� gy s. � � a D _ _ —�—;,§.�y—.;i�� .�.::s.�sr,;;,,. �-,-�-��"_ - _ -- '�'- '_ _ - -� �".Y Y. -w�� %c�:r 3<i'�'. _ _, ' - _ - _ _ � • :'1'.'-'- s1 �� =�_�oa��P�. _z�.�is��:� ' - - - - - --f::��_��-- .$.. �-1�:�-�93.�<- ;:U`.�s:�"� _��3%8�L�>�,�;50.Q� ,.250,;.-.,- sr�;�,�; �i`t' ^=�,F.55s^_+�`f�T�'.s2a'M'�^ _ i?r;_y'i,��' _- ' 3�t' - - '?H�'�' �.�=..+�v,�':' —__ ��ri,',_:e�,>i(- s��?.' '__ ' ' "' :Ly:>`u'.:�.� F;_'."�.,_r_rF � 'S` -n; _ 's.`��.''.s'?-y - - _ ir:. .,-- ' - _ _ _ _FT-2 c`!�.n _y.'�.�j` '}.:v,-� }1T'i __ _ .�4 f =3�1;QC1Q50P1,�._ ,1.(�rv - � _- --'�.a5:�. .<„��r�g��rn�^^ _ P,:r.::' __ - - =- _ -- __ � �'��`a��'�-..'{�`';ti.*cn-£is.yir: ,�f�.'��' . _- _=__- ;:Y`= _- _- _ �x�,c,.i;.i�'se:...--.c-_ 'r-..1.'-4`ej i ... - _Q eu- _ .'`.'" t b ._ -___ _-_ _ ° Ye;.f -_ f`��}�+�"�6et"''��,"��i�._"'�'}�'�i�`,•,_'_'`�` __ � q, p{� yW^t� T�l:,a { �.�R: 3,�Y.�, �7`'�:'� ' _ � � � �i ��4. E� �-"��i 4rr-g'n`.kf c.c '::,,Ms: � �. - , '}P �; ..:..�.nr.i,�..s':w "F .c.. t -4'3'i:�. _ ;5'+ _ _ _ ._ ssF.�a.....`.._. _:i�.._..-..c_n.....-�_-.,.. .."__ ._�.-..-�. _ a �� THREADED ROD FASTENERS FOR STEEL � ► � . " • - . . � . . . � ,r -.. � • .. � =�:�� .. - -�'`'�'� �P.1adewithTeks�sel(-drillin fasteners-no re-drillin re mred. ��'r� 9 ,- -_ . P,. 9 q � �� Instails Inro steel range from 2Q gauge-.1!?'thicknesses. `�`�J': n� ��{�� A standard.scre.vgunwilh a deplh sensitive nosepiece shoufd be used to �. ��.s�� . �-equire� instap Teks.For o�limal-fastener:perfoririance,lhe screwgan should be a :L'"� minimum of 6 amps and hzve an RPM ra.r.ge.of 0-2500. �:_� ��-,� �-i�, � •5aves lime from tradi6onal meUlods. ,..�,� �:�•� �Reduces installa6ori cos[s, 'Z.rU��-�— �f,�: , �°;�, •Quick to insta!!using.lne Sammys Nut Driver vrith an ��¢� �; �sv�o�ai�s5an��i�rave�. -_ �� - `r"; -_ - : •Made in the U.S.A.. - � �v.ttwbulldQk.eom ?.`f _ r• � r, • .,�� M, s;K=.-�,>sx� r-� r: r,''�$'rj `�6�o-i o { '`�.a� ,.��'OA,�.;�..,.�__:'�^� ,y�.,�,,;�g;,„ ,w�-',y':,"",�`:'��,".x,.:r �'='*'� , "�-a`�';,.�,.r v�s kk .�,�-„sq,y;�»�,.z, ��,, s� ' �:. 4 ,t�i.'`i.ma,�"kN�'?��,'�`,,.�,Fe:` �aa�y�.« .�:.`' �'�� #'�'`'."`'"`'�.i=�.'�'i4,., tae-.�r-t at��..t�".4..�1��= "�i.'-�,:..�,.....SX.:.m:i��.�"�.^=�u*�`ak>�'�u'.:'A.d'.r.�::..e,tsu"�.fd`:�_'�rvSr.��_tn..cn&Y�ui:.��.�:� 1i4' xr}�57 $lND 1� 11A-14 z 1"TEKS 3 id77{1fi ga.}' _06D•_ifi`ga' 3�tfi' -25 125 _" sm�� nw_ ..,_.�•- __" __ _ ... - "`}ti=s-'ri'- __ _ ",'�•�_�"_-afefr�^==':_:', - --a ytF�i �4"�'.f�Bl7A��7-SNiAFZ:�U:s�'.;1:� �EI(�;�=^=�`�'j'� '2� -_ �` `?,-�;`�`:" 4s� ,,,1. j 14 0° 1�7,,, 90D� �:9e:t, r°;��`;,:_:� _1 t;�:�� :�15i'.i:�1 5::: �:?:,�.3��} .:� - .,.- - ° -_� .,_ ..�:,u __ _r:_ - �{.,__ �,i:4:.�__. ._ _ - „.0�5' Oga i6 .�w_�, ^ 3,'8` 8450957 SYJC 0 �1i 14x -�,� .-- �:�..__ �:v: 1 4 1`TEKS 3r� 14T7�16 ga.j � ��e0'=i6 oa ��16' ,25 125 fii�F'a�5�=?;i:w;:-`r "-»�,rir'r _ - _ '^+'.. ,�'.�*r;,��_ '_- - ' d�s;.,exT__`r�'�^ :r-+r-'^cy._fi,*.,';�! .8060yi5�SW��IUSS?�"�<1i4c]d-it]•`.rTEKS�z?'-�'�x;�1477'��B,'�a..� ';f��o"��` �6. �:� ... ��.._�_�r�� .,,�,.. • ...,��_�a,..:s�,..LL_.,_:i�.___�.� Aoff_-'= ��jas`-.`311fi."= ,25f:�;�125ic: ,y ..�.:T.u...�,:".�r:E:i�_ _ � _ 31d'1 8R51957.S4VD-15��.i14=1�i x 1-112'TEKS3 --'1477{16 ga.)� :06�'=�#6 ga,_ 3!16' •-25' `�25 �:`5"' _ r.t...m R.;. �.:;� --:�>_ _ _ - _ -�-;. ^�;.,..�� ,-� - -- -- t,.r"::�; �>. ":,;7 �, s;s'i�vn�2b_::�r,�i�=.�°:_�.:Etesa.:`�:;z,�a�'is ..,�`�„nv�;��.�.�3�, _.��..��..1�.?�•...�. ,.{.9@�=, .-.:�`� r.OGU�'lG ,r;%''.3.1s�,.4r�a�;;:.125 .- ' _.8�..�. 1,�---=�---.:-�;:z_>.,..;�<>< 319` b453957 S4VO Si6 51t�-78 x i-114"TEKS 3 248D{20.ga.j, G,°_. _s__...,�..�.u,.,_ ::.�._� a� 3l1b` 25' 125 - -9... . :�,�3.;�'Yp��a - ' _ �i,i,� � � 6. :=80559b�r"SN+Dit '1 ?D��C'' . = :y ,..,�r_ r�.;,� - .,�-...�.-x-�""�;Y;,;:`..�a:,�-°��=-:z..�.�:: �_:�-..�;�..'�.:_.=;�_ _.t��',=�::;�d;_ ,`l;;';7F.1<S'i3.� _:,900;�20_ga•�a�.;..r��0�.:,:� "."t�75;�=,',".0��_20,g ,.�C1fi.; �.ts225_.:�:>�25,isR . : . ,._.s�• '...� >.a�-<e:.._,�.,...�.,.�.��..�.-�,...,a �14 SWRc� �Q• �g"�y 8p54957 SWDR9-1l2''12-24x9112 TEKS5 2375{3116'� t�fl0 ��7A75 ...7E$:-3196' 412' 15;. 125. h�tutOrEvef =`'` '.��1��.�`s�':�l$.",^�a805695Z;�'S��.rSt6r^�%:�5l1 1ff�i��Ti°:TEItS�3��2484'��.4'-,...�--.�.��rf;.�K q,�,�::=,..�r..�,r_-;�--n=��--n;� _�,�;.��-�_ Part�B'liGBt� r_.x`•�'�:.-.�.s�..,a..._,;.�_._..�_.�...._4VD12,....��*K��.. ..�.,c�..._...•.,_�..-�Z 9a) ,�:.,15flQ:<.:�.t, fd7�<:.,:,,:436r2d.Ba�.w�:..,3d16.�a�.s�5�:�.�,�25� 318" 8057957 StNT i5. 12-24.x?-112'TEKS 5 2375(3118) .188'-3f16," 112' .25. 125� 'fndudes r�taining nut � � ) � � i r -� � t� �� , .. 5�,, _. . _ . - - _ �,,;/'�� Eiiminates dislorEiorrof.threaded,rod:in sloped;roof applications.. �� •Accommodafes 3,1%2 x_12 i�h. P_� �:,�:` •fnstafls into angled i-purlin;allasrls threaded rod:to hang plumb: �� AIlov�s 17°detiecfio.n from vertical. �� \ . � •Made in the U.SA. ;`�,� _�''�;�1 �',� �� 't' 1NJG(.AAYGM�P2UCiF.f�T..w :�;.. � � wwvr.ihvbuifdaxcom �„ a_•- Z M �♦ ��t�I vh - �� il'i:�"Y.m:�`..�'iY_.'r..cw.�.��, [F� _._'__" .n�-��., •St,`�'-'• �£• r�r"�2...'tn"_i =a � ! ($ - Y.�_�iµ`+��iY'"<.5.. x�mJ"y�:PeY%},V-... �. "�' m'�a��-ti - �.�i- "�':.w"di.x��.e..,»_:-�r:�.ia v+�'.x.�^-S?o:+:w�'»:v'`.�a�«=:�v��wx�«�'t�''�JT...��'".�.�s,.'��'�,'g',�`.w��—'�.y�:�"�='� Y._{;:;._.Y.Y.:.- " .:'F:'Y:Y.Y -- _ - - _ __ . _ _ - - _ _ _ �:��:�' _ " 1�- __ ��✓� ' - : - 14i�:�uTFF�i.�i.,u"'.�.;'' _ ,'.t:+� - - - - - - - `:`?.� _ ��. _ _ _ __ a.r�--S:` e .�:� �,�J=� �"�P.�. _ 'S. - - �'yu�' ....,�.�.z_..:'<`.. ^'x - � -- - -- " - -- - - - -- - M�.�.�..,_:.,.Y �;dr:% - - - "�4 - - - - _ q;i;:�. - - - _ :Fi== -_ .�u::'`=;._a=` - '.:S.i' - - - Y..P;;: }:..=:.: .-.y:� _ C - _ .�: it74 B ^h r`s. - 12,. - - - 'X - !��' ' - (� ..1_cJ - ..�.� - - _'t'", - �e:�-' " _ - _ � - ��fe� Y;��*';�"<: _ ,3j� - '�„- ;.5�3'., !�-$k-cS� 'fi^�:r.:i :£`."`" �8"a 7�5' .L' 17t�:T.'' �3229�311 ,Y�%r=5� _ ��" �ltDtiVBr �"''.1".•,,,,,- "a�.. - .{-,-1--.. _1 DQ::J:�_. ��_7.5;�'�:U35':i,�3..1i`i"F'.'�5',:?r,,�:�; f� ; - "r=TEKS�.;. =�,", - - - _'_ - -- ,�.;, - - - -- = �=,:� - -:n:�.u,:;=,�._..., �"�_ ' " _ _ _ ,f�'r " — , _'Ka� —_ _ _ _ _ - _ " ' _ - - _ _ ' - -' - 's'�'e - - - - " _ ��is�8� � ' _ _ - a T3S Q ""'�-"1. !%3`t� "_" _ _' _ rz:Y_.r" - y�I`-� _- •:i45.'�- _ _ _ _ _ _" _ " _ - _ __"� " - __ � - _ - _ _ _ _ _ - _ -' µ.`c��:c - _ ' - _ _ - - rv`,j1,�1�s�T.=� -- -- _ - - _ - ' -_ +:��5^.2.r_�'�� _ ��J�'� �'�i:c _ i S-� _ ...<)�'Y....e.._x,r_ _�_ _:�_... ..._..:.e__.._.._::__�. ..e. • _--, -' . ..__._" ." _ -_ _ _ "_ �- _ " " � _"_=- �-.: . . - .. _ u.. .-�..�.,v... __ .. �_ " r ? �. '� :�-.,:'•.:-.:�� -�:.:..:_>i:_.��:.;-e.:", :•, c`::-'� _ s_.:�.:s,_ __ -_.._:...�..a.'::,�`;_:;=;:ce,�. .,, �. .... .. .. . ..... ................ � � 23fi8 j 1IY steei L'ertical� I �• 3�'B" 826�957 SH-TEK50 7T-24x i-34" 13Qc{45'oNVeriical} 15;@�Verticai}. 4� �ig' iJ1' -25 125 � TEKSS 7181{;J7E'HSSi .850{45'�RVc:m:ei} 2_tt2° i555;�116'HSS 45°a�Ve�i�; "- : ":,�.( - .. {�ni - ``.t -' 'n.: - --`- "'- -_' _ ' __ _ - '�:i-:;"'A':' - - �a - ..»i�' _ "�Z I �C _ �912 s..e�Varh a" - - 3G8 � " ��" - `- - t .�'��V� - _ - " ' fG::` - � �'j�f< " ' " _ _" ' - -:i��.. - -� -_ -�,'„ Ir_' _ " r":�:.. - - �.y�4�c.;.,"�` ',:.r::;:,�.n � - - - - �+: - - :� y' � S.� 12=2�x; �t DG 5a:� V - - 4 3 4:�:r 3 o er��a 17 - � �'�=_ - >,t;;,; - { �. - _t ... ..... .-.. _ ,,,_...,,. ... -. _._. _,. ,.. ...��_ ;::. ;s,., ;�< - - - - =';`::':':-:_•''•", - - 't 270�57;:.SHsTE �.D. - - -- (2' =$ K -==31f8'`-^�`?� 'N�. - -z%x" �f2";J'25?'�;125' - - - - - 't' _ - -- - TEK _5`' 1 6' S_ - S 9 HS - - ' - '�22_ - _ � �;�: _ _ _ •;:x:...;r::'r:'a;: - - - _' �t - _ - - - ':.,i.s_:�, �. .� - _ -. _ ' - ' " ' _' _ __ - _ c" .�}';;t�. - - - ' Z� - .�y� '`i>,.. ,y ,��..a ��' AS`;'l� ,;r t ' - i 3/6,.'SS 'e':cai`'��``',; �. . 1 H 4' - ycV t4 n.. ��1 :�5';',. _ "ri:+�i l ' - i. - � - - - - - '.i~�� •:`:_.._...._.......:.... ........_..., i . .�.. ._.,....:�.___.. . , ..1. r-...- _ _,........._._. ....,� ..:. :._. � �.'.-.- -- � �t�IGiC�rVk[ -,:,:.,.:7. ., c,',... ,c��. '..; . , .�:..-:.�'...` . . ,- . �,�..... .._.-.__, .,....��.-_,..._ ... . . .. . . . ..... . .. . ...... :.. _... .... - i-ai�vL7?S•;i: '��n�t certp;y nNh ROf1S 2y�.'remer.•Is!!ncic,es reia'uang nut �'�",�'�aa;�:-r..tiut '^.;c:r� „°z" ".-a,;,'� ti�rt p�;t`�,z'�S"ti`:n i�%°'',.wio-,'•�;"s:+;�=�:�=F�:�'i�«�'�'�'k,`-'4';a:'>'�,�`,��.":�� '"��"",^.�,a: .a•'�3 =� _ st��K.:ssv�+N,�¢_;,'t'r�ty;��.'��:�i�;:;:9:. � 'iYY`�v .,��}. '�r';" �.�,.y.t$z.,s.. � a,s„�s.`�',s.-a� c {a,�. • '�'�,s�� n�'�� 'fi t' ._ �, �p ��,'-`_ . � a� -^:�'�r�<:..^s4.-�.�.,, f#.,c,pr t,,,,. ��',: .� $� 3"�,� �'' ��'v'�.t t''��t r �'A��, ;�.'*�;i,tt' ^1:��€�Y�.r.�;y;.C�* 1 f!�'r�k��i ��.�'�'�' �•.. ''"� °�;,r `'�'��;r . �,�! .4 ` t. } ' a� ,.t y?" �ti 4 i;� w �% 6.��Il A S T%1! . '. { fi•- ✓ . � �:a„� � „�z�� n' # ;�# � -`'z^�-�.' .�„r-E"i5�:.�k'-s�,,��^.e � ',�.-s�'' 3. r � ;�: •u�'{i't,5,�r�s��.� �i�' a:s�-�:c �:z�=- c`'�:.^�ss�'�. �` -�;��• �:$'a�� y,:��. u= n�.a.s-�:u.<_ �K ,�... Y��'` ��i�l'�'`��° �r .,�«�f,�., a �'':, s.s.«�,+=2o-er_. .s: a:;;.'U':5k�7::.'r�?��3,:�"h-.�.::'�^�.+r��af.3,.�:.t�" .'k:`L.r�ryt,,#�',a•. .:.n3 a%? ._ ..Yt:;:�:-.a:3`�. w.v�iH.;,, b �i'�*' .�u'��i�i'��2 �'R? F' 'rRL"-�" M T HARDWARE T�-IREADED �iOD 50 u�;��°�..�a�� - �� ;� �.Y .� 3-^'�: ay�,"�:_�,•,-•'i" �� r. �� ,. :��S.n``�3.,��: 'kK:�"�"}��•!,. e, s. / �'�` S. �� Aii Thread Rod � h��" ��:�� ,� "�� 4 'F��J�`� � �, �`;�:�; �, ;� �;�i;.; a Size Range. 1/4' thru 7/8" �'�� .--�� ._��.,'.-"�� ,- � Surface Finish: Plain and Electro-zinc Plated <� -��, ! � '.x . '� �; " �, �,� ". ' -��:. . . ��,.,, � � Attaches hangers to structura{ attachments without threading { � � � - � �r�x� the rod, UNC Thread.Form ��`��`�-�,,r_ _ �"�� , , 5,�y, .h' ,�_�; ,'r_�`t.,s.c, �J ?,��,,'s."`^� };�," ;ar� �fa'� �`� .. k �7C�TE: Low carbo�t: tensile: 58,000 psi; yield: 36,000 psi, ; �� -� �� {_"�� .�'�� :�- =��._ < „ „ ��-��"' r� �� "�^'� ` �r_ available in Stainless Steel far 3i8 and 112 rod size ��:�`�>�'��i� �`��,.�-��..�>"�-�=m� 6 •' a . � � tl5 +��+r�� }�( � � C �: y �-a�-. �,w_a�..- 'P'�clC3J� y�J�il� ��S� j i�s _.,�e�J��b -�, :�{i pi �. V �'-.v�. �.:� ^y'Cfi��h�t��S�Vil�5�3��'t � f'�'�.� l6 050�506�C' ` � -� 1I� � � `k � 6' � `- C �40, =� } �,..; ,��- � .� ;� - ��.�:,,_�.� µz ;�;:� " ' - �� ;.>` .�,;�:�r� ,�:�+" sQ5025: 0 �,,:°'.��:x_ _ �1 4'=�` - _. ,z j,_-Y;� .�t......,�.-..P.._.=> .�._�..::!__:�;:�>:.. �`�a�=,��1.:fl:�:.:._. :.�.�4.�:��<«:: � �� 050251ZPL Tl4" 12' Z40 d503706P� 3/8" 6' 614 Q50371QP� 318" 30' b10 s=x?��a_�.r'."',it== __ `a!.d�t� ...:,}�',nxC:�::`r:z �1:�«;:rdri�-y:��._, -: _ �;�'V,.?;::�:a:��gSL :t?_50�37°1:2�L:-�:��:��;_ -3l8�:��:-- ' `�-�.�,3.: ,.��:�><:�..:.6 • v:=*�....:� _w=�,��:-,,�..;;2�M��- �:_._ •x J:�:�':�� ,�,�,,.-��k;�-<�-=ti:= .; �. �:.,� �: •� - .. ._. .:._.:�:.x�.:,�,w �Ty.--.'y' ii'v,;.^Lz L�'�i��= �C�j;p'�4T:`l:KEt(^ - '� `E1.5�_�OQ6,x�°�T„�;;t}4,:;��z;/:Zz��r�.��;=�::-`:;��5�_�r'' - �; �,��.. .r,��:- , �: � ,-.,.;ri�.;_� ��• - 9=1=3'():�="", �4:�,r�.�'_.-�"�':�;:�=Y.t�:-�;��.Y��:�,:�,� -r„�, -•�:i`'��:��?�=;;�s,�.�; � _..�u:x'<:�.::;{. '- r ��tT'az"us;y:' 7,..�+:�:e. :. 'L�'�'3'r;�_. t�.e�.,y.r,w, •':n"��„ D505S�` PL�""�:� = "1:2:�'="'~'-. `��.<��:1:0��-�yz. ':r;�:""..ik1:��4;_;;: � ��_..s��:;��_�_�.::� �x:-=:�_< . � . �. 0505012PL 1/2" 1Z' 1130 05062d6PL 518" 6' 1870 05d6210PL 5t8" 10' 181d ��w_ . .. ._ ., �_,_:x..��,,,.. .« .�-_,.,,u � +..�rai:`_".-s',.d�'r.E-�;s��{ `�ii=3 M-'�;f`.'�A�s�'}`�..�1:F�'i�F� 5..�''"..-a'.�,�'+ �0�?*1!'��L;:ay: �-��.18:�x<=�=r.�; �-`„�;2 �:�=�;-"`��£3;1:U��-� �=�.z`:v%�nstf.'"a��-�r� ��r:�;e=,�g•^�7:::�'�."a'a�''�r^",:��r'�q»::s r�c^;;:3r:.��- r=-- re '=z �,.;ye"�--�'i' e-,�..++ .y„^r,-u i..x- ml'..f�. :.?"r. Y; l.'- _�.�-,"'{,�3 .s;�F `��b z'� ,i'e :..rt'_^``-. i"':.>' �5 �4u�> � ;.��3�-�:��=n: �-::�, ��z�;1�,=�a'3�p._ � ��,;w,��.;=-j� �'��`y`�`- +°��n..t'�}�1'�"4.,�4.� 7't�fio'v��,�.'}``�,;s��`.r�--�`a�..Js�k;�'�:,c�u;'+�`'� � ,(�r. �r,. .�v ��:��fYi �-F�m.�,�'-�+'�=i;,�'i-..�-'� r.+t'��t�.,��:�:t�b�:�i e• s'4� =0��7 z:vP�� .�•��z�i='��:�.�--._��=.;�v�`27��_;�.�._� 0507512PL 3/4" 12' 2710 0508706PL 7l8" 6' 3770 05087i0Pt 7/$" 10' 3770 .. �'"� 4 w�''"x`="�:,`y"�.ct^�µ...' ^4j=Y�F�+��i.4?'d?�h'"-`"��i.=:•:p.'„+.l Y1kv;�:M1.-.t.s::.y�_N:;4h.-; ' �J� P,��`�,:�,�i;:.��7� �-�,=�.',. �--�-� �r=_� .�. :�, �..�-'= .�;��;��.._.�n:.��-'::.��;+�� .��a.. .,,��;70 S�. -r:'; ,, . .0 .:P,�3''--- �..;:3`m:.c ..�` �i '� .,"..' ' __.' .�y�� 3- ��Si. , .'* . ^' .''{c �iJ�r�`r ^e� � ' 'i 'c!�yb'�'+e• '�"}-n-�� "E..' ti-5��,��i�.'y:.Y��.::� r� �9' ��+ -{ ,�.' �/. �yG w.J_�'�• ' ��C'# 4i+��-�+=�:�.i=w�Y a'�s^��'y"C''r""� :e�`��c-6y- S"�ts?:F7°^/� aft_� ,.:� _..._ 's'>=5�—'2�t, ' Y �_-�-,' -�.ti_T. A.'tV��_ri;: .:�:��. �a�� .�= :r�?�:��:r`�� r ��s,..��,_ q50251 QEGy 1/4" 10' 240 0502512EG 1/4" 12' 240 05d3706EG 3/8" 6' 61 Q �r�,.-�:�:��---•- _ - -t:_�., --_ ;��._---ly- == - __ _ - -n';ti;`p.-(�''`�i 4:-a,.:t%�>—_ ' 7O:?``*.+;r � -- " ' ___ - c-.l�{_'- ��;}�lJ��;�'�rr�.�."1.; _::'�F �-3i:5�v;c;:�:^t :+x��.Nn''.;i:+�:y =:.V;'�I,-1:h;,a;,.^:}. mc�;?�,#rl��„ - - . _- ~��{�� - _ �,.�Y; . .<„R. .:.t.: _ t;z_ -"-^'•°.d,."�li:-��==�<,..:i`srti_::.�:5._;t::.:s^-:r =»�l;siius'= -'.=a.%;: �4=Q��-7:112�G'��n�,Y ;�:�;318= _ °"-�-�h� —�1'2`;��.:�=.:-_ :�,wb:1:0.;s=w==t. �-�,� �;;;> _ a'L'.^, - =n!:cc�- ';;�.r;f>" �-x 4.�;` �'S*'t'�'•`='.^`��':''.- ;3�s.��=`,�i��:.;r _.T,,'•-< -- _ 4_r;,:,.,:�:2�'.�,t�A�,�+t ;'.s -- r: 05.€}O��EGv=- � -`till2"=�':'`-~�:=��::;:;6:_;.:.:��..- ='_=1�I=3A��v�=�°': 0505010EGy-...- ;� ._.��:12,�..n�.w-- `_"_'10• �. .._. 1130..... _ =�, ��: �505012EG 1/2" 12' 1130 � ��'f� 05d6206EG 5/8" 6' 18 i 0 � - - _ _ _ __ _ - _ _ -_:,x,.==�.. - _- ��,:::; - --_ ~'�.� ;Q5,6�210EG SJ8 10x,, 1810 . :��:,.:��.. -: , �}50821�2EG;:�; �.�!$'_ ~ - -�''`` >12=;t`�.^� - :i 81.d :Q5Q7546EG��=�`_. _- .: ..:�l4;'_;.'_��.:;<<sr:.=>,�6'='::'',:�:::�;°:-'27-1;� : 0507570EG �3/�" 10' 2710 0507512EG 3/4" 12' 2710 0508706EG 7/8" 6' 3770 '05{387i;0EG�� _ -=718;•;; :_� - -=1:0`?.'�=`-_ - ':3770 -_ - ' --� -' '%_'` - -- � = - - - - '05087,i:2:�G;� _ - =71$:'-'� ' '�"1-2-:�. _ — -:3770 _ - ��: *�oad based on Max. 650°F 80Q-333-0852 223 " www.erico com � � I — � � e s� ° - _ EL LOOP HANGE k . . S1N1 V R 100 ..�.,_,��,�*.�=s f��:,=,��,�.�4;:,��._�;�;.;x�>��:��.��`;�� "`� a�'�-r��',r �:,s �;`" -�z:;G�.-„ -�;.. Z: �;' �",�car�`>>-�a�.��X' �;�'..`'�'�a,o�-- 3-' �t'-};-.t_Y.�K,:, �'?�s�c��,: `�,�� .,ti_ l�`�,_; '�,.�•- ti_.-.a-,; xu (. :.�c� �'4�i.'��.'�r4.�-.�:�{��-? 4,s�t`ah?'F`F Heavy Dut Ad'usta �'� �:� ,�,� � �-�w��,., r.r ��:��.��'�°w:�,�� y � •.�-�`�`�-, �:°,. .�� •��;;�,v�,,...:3�-4 •;��.''.�'� b l e B a n d H a n e r � �y Y r�'"��t��-�..bs�-•.;;��k�:�:��'{_:� �� ::�;.. E �.T:� �;,- g �.:�: .,: a„�- ,_��..�'�',�4.� ";��>�;��;�f��: -�`�=�;: O :i �_ �, t;'�; ?2Nz y, n:�..,F.i.�_ �.:?.;y_.y$,��t`+"v: � Size Ran e: 1/�" through 8' t��:�..�;;.��..,��:.��;-�'`*��.�,ay��,,i��,�;w�ti��a,,,::.�,,�� 6e g ;c�'- .gsk'a,,i�.Y,�.ist�.ti;'�:'�.1.'.�'��q•�x`ii�'�};::�v�''.�t?ar�=,�w'1;E,i. ' "i �`7:s' ��3°P=t;""...; r� a�`f �}-:��9"'` • Surface Finish: inc plated ` � `��'"`y �'��'�' Electro-z �� ;:5 �.�_,�� ;. �::�:��-�.��_�: �G��,y �. � ��-;;�=�� ..� .�. �.:�. ,. � �._ �:l�slLi+�.�''"�� i��',.�«F��. s =u-�.' -��.;�"�'�" a mmended for �h � � ��" ;�;�;c�€��cw -.,i�`u-'.z�.-._-..;s'.itnw,�. .,t'Y''�:r..F�-�i-' Reco G., �� <�-: �:°-� the suspension of stationary a��=�;y�� "�'�_��'�;�;� `�`��3�� y� , , non-insulated i e li , -�`. s�` � �''`�'�� }�� p p nes =� �� , , �,��,�� Featur - ��.,t�>��- �::,��"��--��..�r; es a retained insert nut to ensure that the =��4��=��s ��.' ��ti loop hanger and insert nut stay together ��N "" - -r�� ` �v=.��- ��.,�` � " y� ;��r,�. . � ,. ��<r`.:j � Confo th Feder � -" ' -�� .'- -�'-�- rms wi p ci ication 1NW-N-17 e 10 -_: � '�=~�� a I S e f � �TYp ), �--k� �� ..._,�..-�._��-��r F�;�.�;;�� . •.�''. , �'�"�"�� ,r.��-� Manufacturers Standardization Society (MSS) SP-58 and ��`_ �"` ��'..�'"',�"=�,'= S P-69 (T ' � _ � YPe 10) sy� � � -�y�--�k�.�:��;��,, � -TM - �i 4..xr=.�..�. . - - �� . . � �� .�� - �� e e i - e - ��~�.�. — •!1 1 � _ — - `.t�'-a`.��:.'`� ''�p'� � �. � e =1:0`0�'0`Q>�OE��='=�,�,T''`��`��;��-..;,,��_� ;.��: -,�K L�:;_ �:�:,,=z:x.,-,�;�_�;,>__�_�- _- "".:i�.�-_,��. ,,,w�e*='..E"e E �.;�°�,Nci�'�l�c:a.-�-."'�.L'?•�./O_...,.,r-^�..'r.^R jq.._v" a�_ '* +-�'4+�•''�t� _ ��, - A_,s.�-=.�:'�-'.��;i= `�'�.;_;.-.��Z�3/4x:_ -�•=.� >9.,�:,;_:��s�:. _-�00_.�� 3/4" g„ 1/2' _ „ -.E,:,rx a,�.,.�..._ - ,.�_. _ _ ,<t`:�_:. _- � -_� _��;�= 8 r�:`.erT'2XLa� _ �-._Y.42:"._ -�=l; ,ta�" 3.e.:v?z:�_ `'_Lf _ __ _ - - � _ - - - � -- � - .ftiu'J'�.:: :�cC,— _ __ _ _ F �- •_ ' _ �.�=� ,�,.`�`yy, - ' ' ' '_ -.�i3-.� ,v i<�'�' - _ y�� _ �7:00 - �.� 00��- ��;.: -::;�;,_�� -:��:..�:.:_ „S' �{�` "`�= 7 --:3/' _ _ 'w`t�: �.ti:��:4,,: -�. - _ �'= - =��8�.�_ �,:��:i�`}"��.ri;;:,�,.f. �. =�r:.„�r�;.:.�.��_�+�-. -�-._r,.� - -:; _,._ >:��:.._.-4/,1��, ��,��:1''��_-;�- _;-� - <=-� �y - :,-d.�= -.�-�-�`��- - - - _,:...,-----.. - - - -u.:�� _ .:30'0-=,�;v.:.... - �=:"5+'.'_ _:.�L.: i?i'��•T 3'T��v _ _- .�•+:;.:.:.t`- -_r4 ej�'�`f�`.^—___ - - -P'.'c�� - _'2-_ �,� �� - �_-�if_�. s. ,3:.c'_ _�"i: •:�F;,,_.v ,a._<•,, _ - <:`x"tit;;•.�;: ..�-:,�=�.,:�:-'j,:. :4 :;F.: _'�c ;x7. �;.°��{,--a*: 3'o;7%� - _ - �'-:K� ��i>`:�� a�. }_��...,-:..s;x1 .M:�•� =TQO'0;1.00EG'�._ - - =�dr,:�� _�., -`r E:`'.:_;� �.,,.� _ -Yw� .,.�� '�` U \. - ��tiT S ...--�5: ''T-L..a 4�/Cl_��y��n _.�,'.�'_ _ ..'ifi. _C:��L.t��:113.� - C .��-�:�x��-�.�� »��:�-..� _>:�<, -t,,..- <�� V1°6r:'�`-- a,.1:�.-�.-:.:_�:�.:�.��.:<��;� - -- ��= �us ,,.9�..�-_� --�y. ___ �� :�,N'r : ��:.:�;�.;:_-_;�- v�OO'>�."�;. '. _ � 1000125EG 1-1/4" ....3 - - - F.yL .w....��._==�� ._-��n:,... �3/8"� 3-9/16" 1„ 300 1000150EG 1-1/2" 3%8" 3-13/16" 1" 300 RS —�{ � _ 1000200EG 2" 3/8" 4-1/4" 1" 300 � �'��1'JSI,°,Ll"�.VG;,��'4o"j�:'r,.t�°R�f4�.t_ �!'i$�c�k` �S'S{1�,Y�ttic�.,-e,,.M„,Yd,._«��_Z`�°c`q'T' "i:T�;r�s.... _ /� _ y �+.,� F �� tM. �::�j�._f� @ ��1 �� s #"�� ir,g, '�°-'2'.-'i~:s-T r...-mjl4 �i Y �a�_yb f"-,'3��3y'.�- ��Z�'s'+��1"`�'�'��i,�.^'� �,J�:"�s�:�:.�,¢F,y:l'-1'_��:ca�?''-�f�� :lJ�-�°�O u c�G-'� '�}:7�'r�,.`"$ -h �-,'��7 3'+��u �u.iir.7�'=-,'3�•,;,�,.� _��-:Y @.. !- 6+.� 'C i2 �' �'�vi.��f�t�k�9�=�� :/+-R�y,-."' .ii�Y. �a?u� r. ��:`'�,,_ .�.� .`=` `i�z�:�w::v��'3�':,"'tt= T�-a,;` �1�OO.Q3�'G:; �:� �-�F=�; „ t.��._ /� q; ';v 3.;�_�:�.r ,.,�� ,�� -��:>� 3�,,� � �rs�t�,�. ��.� �3.�2-„�� ry.�6-� �.;;�� r ��;�;�:��:�- / ��r B ''�"�.-�-„�";'T+. ��2:�`'1:{�?7�`F�;i,�.��v',' '«` r�':"'?��ti,1a'�x1P•��z7Y�i�,,,'•_�� -.`•`�+-��:y. �a:_,..��,QIJ_.f,=?�=��;.e. �� -Yi,�,._-.Y '3',�p�' .�'_ �;p y�;�'� f�.�+'l3�'(3:vJ"��31=��..�.Yh��.,`ie'n�f��•�-''��.F 9. ,R.�{ ^�"}�,�" 8-7 ]`-.•f..;.•w'c &:'?•<s- ��0.��E�r�,._ � �r ��5�� ,. �r�,_.:-�� ..f. ��:��,u�3��` '�.�., �-�"•.:..�� r�:t-.v'�"'S ,�--`.�.�'s-� "`� ��G»,r-.s�}'��`li.0 :,'�&F/-�e,:-�"�_t:: t_ ��_�.-�. :�2.��:�:.:x:.b��.�,��.��4=;��;�=:�� Q��, K 100040.OEG 4" 5/8" 7-3/4" 1-5/16" 1100 10005:OOEG 5" 5/8" 9-1/8" 1-5/16" 1100 � A 1000600EG 6" 3/4" 10-5/8" 1-9/16' f i �;�_ �,. 1250 .'�.n��1`.Tue-z/,��`�;.�;*�:iC�.,�� ',;.." �,Ft.�eks��.�._--��':��`'`-.+a`"r•: �;�::,6:��iz:�_xzs" �:„-;—...:'.�:r -'"�:s;".�.,;. us- z?��.U�b,SO�I�`�'.�7's�i�'rr:�,�.,�:$<,�S_a.:�_;::.7��: �:`•'V�.��.Y E;:�:e!lk�<.�:,;-��51;;� -i,i;',,��':e�e.:��'��,-�,^c'x;�'�.:,`��.,_a�s';. ----:� _r��,.4<_�s��.;�:��:�t��:��,�.�:�:v,.�.�3��r�_ ��-��_��5�8�;r.,�;. �,�,1�,25p� "� "__ 'Kf..a ='�'...'>':Li�� - �OOP I-I�ill�:�$ 5�� ES�Ct'��I�l� L�lSR� i� ��,`,.-�'"�.��',�� ..� �� . �'. � •_.� _ �,�.. ��r �., �ieavv Duty A�j��Siable oanc� �8a��er u��r � z,��..,�. ; � Size Range: fits 12" through 2" model 10Q loo han ers ` " rv�` _ � �'�' � y-y�� . �� ' � Surface Finish: CADD'f� COAT Black p g �T W.,�r-�'n � ~� :��.-�� :r - :-�;,. ,d--� � Restricts the up�n�ard surge movement of j' --;"' -y � � �-�'��" _�' = activated fire s r stem "` y`�`�` �"'' � �': � i�� p inkler sy s �:,�� .:� `��_��-�;� r�,�,�'. v �; C Kif a Meets ��FPA� 1 ents ` �' � ��`� �--a' �;� 3 requirern - ��;��V� �� .� :�.�'�.�, '-� �" �:; �,�.. —:�^°�"`�; � � One size fits 1/2" thru 2" sizes of the mo�el - ��"�. ,. -� .�� .: . � �;� 100 loop hanger _ ' �-��' - �` . ' :,�,;' .�-. , -� " ,; 8 t��'+�.:.�;�w' �y.;� � Grips the loop hanger— not the nut— allo�ving �-�=��;� "- �y��.�� fine tuning for height adjustment �1"�;� �,. � ;�t ' A � '� T.. � x� �� u _ � Installs withcut tools =��r��a�"��-�`�=-3N�'�� .�� - s � . ��• 20 8d0-333-0851 www erico com — � � � i „ ,.� '�a �.� '+�`."�_,_ =i.'"�.,.�'...,,; �� I ., af's a �� .t.� -:�`��iX,�.�',�i'--:;=:3'�1'�' �� V �r '�.'j�f f � - n..�5 �;;u;^�_'�;� � - 7U � � Fd + � � @-2 d :r _ - � - � l __ � s� ` � o � •m� � � ',��, . - . .. � ,f`c v� .N= .s ji�, _ ' °r f ,N �a Y�4 .Y � :.. : ' .y" ' 'u,, ��.�., 5#-� �a, < v' _ ,� �"''.� ,,Ii,.. ' � ��. � `t �i,.. � � � • '1'' `� ,-..�"e?'�'.' '��,4,�,.., e'�F�' L��, . . _ � � �� _. ?� , , ' . . s..irv��; �"�.yl: +� ;��" �'��i. Y?'�'` .:1 �ti?a:. :.�� :, b iR� ' ��.:�� V�1 �s ��..�.�.. _ ,� � j ;�: M��: k�� ;,. ��ix�� : , ..�r �,r� FMApprovedandFullyListedSprinklerPipe �� '�� Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES - In. mm .,In: _ _.w^::� . _ ,';- .:_ z,�.=='- - � �e,w�;-�.7.;�L- _ _-- mmi= �:in:' :�mm;;.:,�.16s�%ft:�r::kB7m- CRR'�;,;6`�i=,Cttts''' Approvals and Specifications -- = ~"=�" _-_.�=_:�-:- _- ,=�Yk�:,��'_=�>. -: �=== -. �ti�^.»'� Both products meet or exceed 1�/< 1.660 a22 i.aaz 36.6 .109 z.» i:ai 2.69 za • .si-^: the following standards: ,�'-' - ,.. : .,:-_�;: ;:: .; �.� _ ,s,,=:=::..".:- ;l�h_=�,j 1:900 -48.3 - 1.682:�;°r42:T; , .109'"�'_2;Z7q;-'.',�°_2.09 3.71"�.- S.S:�i`,�:=',61,,`�� • ASTM A735,Type E,Grade A(Schedule 10) � -� �` � ' "` -' � ` " _-' _''-' 2 2.375 60.3 2.757 : 54.8__�- .109 2.77 =�2.64_ 3.93- 4.7 .=..37.'-- - • ASTM A795,Type E,Grade A(Schedule 40) __• :., _ - , -_ -,.; ;� :�::�; . _ - ,,,-,,:i;.. i -2�/z;;�,�;2i875.. -73,0��:- 2:635:',""'-`�66.9,�',;:..120.. >`3A5;;,:._�%,"3.53 . 5.26� �'3.5�::�, =:30.'`.f.� • NFPA 13 =-- , - ....__.. ��_._...,.._. ' ,.. - 3 3.500 88.9 _'3260.�., 82.8--' .120 3.05 -: 4.34 6.46 2.6 :.�=-19�==,- Manutacturing Protocols _ ..;r:.fc= �•::>:-.,'=>:;;.�:,::<>;.: �.;.,�..r:_, ,�_ - ... -,�,. , r,.::c ;F.;;�"i.y.t ._ _ . ,. ...y�f;,;�,..i..o,,-' , :.4j:,�?i3 4:500. `,...114:3:� ;=4260:':�.108.2,°s�:}:120;.y-�.-".3i05:1r3K;.`6;62�.<._'�'8.37i:•-:,a,.7:6='i�47'�y;,�79�,•;5 Schedule 10 and Schedule 40 are subjected _,.,-��_ ,. _ . -. x,.._„ .- -��T;:�,:,.,_,<.,,:�;:_:,- . _.. - ti . ;:�,� ' to the toughest p'ossible testing protocols to 5 5.563 141.3 5:295 -134.5�- .134 �3.40 7J8 � 71.58 1.5 �, �;`13-', ' ensure the highest quality and long-lasting .-:-.<v-- �, -':< <�•�.�.=_ ;.:::=-:_ =,Y.-�-,- _ --,- _=`_"__ -- performance. ,6ti;=.� 6.625 ;768.3 '_6.357..;=- 161:5�=`rjr:']34;: ,`-3:40;.i�= �9:30 .t ,'13.85, .7.0<<;''z:c']0;;,�: .--_-� � .,. -� ,_. ;'s., -_,?:;�. _ • ' .:��„ ° T.c_Ye •�� - c..., :i) ;e- .. . ;.x, . ,-,� " ',.'�'. .. I � "'_ __, ,. .:!..,_ ' - ', "'_ _ =25:26_- 27 - - -.. 8 8.625 279.1 -°:8:249�--,=-209:5_= .188 4J8 _76:96 _ '=__7�-_- Finishes and Coatings - " _=== _•-�_- ______ All Wheatland black steel fire sprinkler pipe 'Ca/cu/ated us(ng Standard UL CRRformu/a,UL Flre Protectfon D/rectory,CategoryV/ZY. µ 4��-WJ.. •The CRR Is a�ado value used to measure the abl/!ty of a plpe to wJthstand corros/on. up to 6°receives a proprietary mill coating to Th�eaded Schedu/e 40stee/pfpe/s used as the benchmark(va/ue of 1.0), ensure a clean,corrosion-resistant surface that outperforms and outlasts standard lacquer coatings.Thiscoatingallowsthepipetobe �� ,� ��r�'�t��`�'�� easily painted,without special preparation. ' Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black,or with.hot-dip galvanizing,to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES � - -_ - - -- _' ;'.^��':cti�:'�:�;r.-z-?;:�''. _ - ::;af:---;�'�:i;�,'u:.-�1,'v.�':-:Ft; � -'<�,�-:'. FM/UL requirements for dry systems that meet -," _ <�r �=. '�i;•��-� -;.�:' �3.= i=� ::a�`�:�= �in: �mm;; ;_�In: ,�;.mrri�_. 'An:#,.*. �mm;�' Ib's:%ft:_,kg'%ma=,:.�CRR;y.��s `t': . - - '_•.t,. -.:�z<� a:_ �,x-. �i.. �� ,�,Lift�'�`: the zinc coating specifications of ASTM A795 � � - � -= ,'��-s;�__.=° -•-. ,.. .-,.�._;.,�.:,�;,�;:-:rt_-��.;�,: .s-,:-:-..,.:sp;.�,_:�.�<: _ r._.- or A53.All Wheatland galvanized material is 1 tais 33.4 1.049- _='26.6=- .133 3.36 �-L68 " -2.50-- 7.00 - `-`=70:=_ also UL Listed. = - - _ - _ �s��„;�.�:-4.<;t_�.r,_: __�., _ .� .�,:__.-_ � .1�/�`:=-_,�7.660� :422, -�,�1.3801' �,35:1:. :..140'�� .�;3:5 '`��_��,:�...�"=::=d;,�'�_�.',�;_°` � 6>; -2`.`27'.. ;3:39�. �g7', � - --- - - - - �i, +.-.,,��1;OOi��::�+�•;;_:�J".%��.� , �,""' � .". .� ., _ _'= .t. . . ..........s..� :t� - F'-: . __ '=L.J... ProductMarking t�/= i.eoo 48.3 --'1:610'_'_=-40.9= ]45 3.68 -_�2.72-- 4.05' 1.00 -;`4q'.z.= Each length of Wheatland fire sprinkler -,r � � -" � - - � - �.:,x;•�:�'-?�; =- ;,:,�. �;�-.--' - 2;:=�;�,•2.375s `.=,60.3s. `'2.067�;'��'*�52:5��-:-1i;154�i; =^3.91:a`.'.±3.66�. .�Si'45-:.,f�,�1.00�:'�kfi°�3��3„�5� pipe is continuously stenciled to show ....��. ,. .-- -___:�. . _.� .. .__..._-_ : -,_.._e,w.x _.=w_�.:_..�.:�6?r;��_ . _.. ..., _�:x:N>;_�;u•,i� the manufacturer,type of pipe,grade,SIZ@ 'Calcu/ated using Slandard UL CRR formu/a,UL Flre Protecdon D/rectory,CategoryV/ZY, and length.Barcoding is acceptable as a 'The CRR/s a ratlo va/ue used to measure the ab!/!ty of a plpe to w/thstand corros/on. Threaded Schedufe 40 stee/p/pe!s used as the benchma�k(value o/1.0). supplementary identification method. ul C UI F M ` ` APPNOVED .•'��,? 'pF�` k-h j `4...:�;..�>��5.�..;�.��,;4,1��. `7, '� •.� rr:t}.. .ri�! �;9! �•�-' "�� ,�x' ,3�, yy,�� , 1,;`a a 3a?i�+`L,, o � � 5�'l�:�kF'v�,y�,.. ,,pE.�z�^!�.g ��'�ma ;{�'a�`.. '��'0.+�.�"!� Ms.'�:�"ry,� ..j;%ic, '.,?n?9:�ss n'£�� t`��r• �S:w"dT�i �, �.� :'a�* 5". .�+ '��: �'t wf ' �.. �� :�",: � .�f,�ti�$• a� r� . . ,r,�.7R}vf:.;.�3i,aG� ,?..fa +Fd. •^',�Txk ��a..'� i�.,` �y,,,'C ,�f'..-.::-'+.+�i ��'''""^6� PROJECT: - CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATI ONS: COMMENTS: � BLACK � HOT-DIP GALVANIZED + � � d3 �� .2 Fjf^-t•w y't� �.✓,:�i 'v '� :.�-�- -„. .u �A n �_ n- " .K. ". J..'Ar�. 'fi$�'-i� •+ ,TTE�. <,� ' � - • - o a o � �o" "= ' •` �� - - - ��Tube -�� ., '�; :69 efl� � ..o . - .., o �n - m o s • ..-,. t;�� • , '.��; lMCST£El GROVP + � .:'S'd ' a �. :_F, t, � {. I 3 - �SYt .:Y� � I J MIKEN FIRE PROTECTION, INC. 1019 WILDROSE DRIVE � LUTZ, FL. 33549 HYDRAULIC CALCULATIONS FOR SUNRISE PROPERTIES MANUFACTURING 4035 CORREIA DRIVE ZEPHYRHILLS, FL. FILE NUMBER: SUNRISE PROPERTIES. MANUFACTURING DATE: 10/6/2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 DENSITY: .20 gpm/sq. ft. �U�TB��R�GINE�RIR�G SER�9C�, �LC AREA OF APPI,ICATION: 1,500 sq. ft. ��j�� I�P�AES G�.CU�dT9�9 �.�� COVERAGE PER SPRINKLER: VARIES - 125 sq. ft. MAX p��#3799� NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers ��/� ��/�°a��g�� ey��f�y � � �t°0��'6>�7 7, ��o�ae,YG� TOTAL SPRINKLER WATER FLOW REQUIRED: 311.2 gpm TOTAL WATER REQUIRED (including hose) : 561.2 gpm FLOW AND PRESSURE (@ BOR) : 311.2 gpm @ 35.5 psi SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: MIKEN FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JAMES M. DUPREE AUTHORITY HAVING JURISDICTION: CITY OF ZEPHYRHILLS, FL. BUILDING AND FIRE CONTRACTOR CERTIFICATION NUMBER: 22111800012011 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 1608008510 ) HRS SYSTEMS, INC. `�`�\\1!I I 11 J j,��f . \��,�`�� i� �% J�;� c e �'� �. � . '. �� . � • _ ; 912 , o _ � � � -`. � � � _ , r,- -= � ; . , . �� =: i, „�', r� :rr�.� s �'`'� � c;�;�,� //��/�`��:`-'al. �`�.r,�``�� J��l�6{ I 1 I l'��`� � d WATER SUPPLY ANALYSIS � y ,. Static: 60 . 00 psi Resid: 50 . 00 psi Flow: 1126. 0 gpm y � 80 . 0 H H I-' 1 LEGEND � � � Available pressure " �' � 57.29 psi @ 561.2 gpm �n � 70 . 0 � o 2 � � � Required pressure N- � 42.70 psi @ 561.2 gpm c�p G ro r�i v� 60 . 0 o r �v A 1 c�o v�i � U n � z G � � r m �n t� E �' � � 50 . 0 A. Source Supply Curve � ,.� � ♦ � B. System Demand Curve � y � P • • G t� y � ♦ rt, � t� R. 2 • � � w m � • � � E • � rr tn x S 40 . 0 • � � n z d . ' • ► �- z � S � • � � H U . � m � � � t� r � � I H R • • � ro c� E 30 . 0 N '� ro z n � r � �' H V] F'- C J H p 20 . 0 � �"� s � � � i z � r � 10 . 0 y � � H � b • w � � 0 . 0 d � N -14 .7 1 2 00 FLOW (GPM) Note : (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source ~ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10J11/2027AM FILESIHRS SYSTEMS�SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Praperties Manufacturing - Zephryhills, FL. NFPA WATER SUPPLY DATA , SOURCE STATIC RESID. FLOW AVAIL. TOTAL+ REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI} {pSI) (GPM} (PSI} (GPM) (PSI} TEST 60.Q 50.0 1126.Q 57.2 561.2 42.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 561.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOIIRCE 0.0 GPM OTHER HOSE STREAM ALLQWANCES 250.0 GPM TOTAL DSSCHARGE FROM ACTIVE SPRTNKLERS 311.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NdTES (FT) (PSIj (GPM� 1 16.2 - - - - 15.9 - - - 2 1$.7 - - - - 13.5 - - - 3 18.7 K= 8.00 10.2 25.5 � 18.7 K= 8.00 9.8 25.2 5 18.7 K= 8.00 9.8 25.0 6 18.7 K= 8.Q0 9.8 25.1 7 18.7 K= 8.Od 10.3 25.7 8 18.7 - - - - 11. 6 - - - 9 16.2 - - - - 14.1 - - - 10 16.2 - - - - 15.9 - - - 11 25.7 - - - - 23.6 - - - 12 18.7 K= 8.00 10.3 25. 6 13 18.? K= 8.Q0 9.9 25.2 14 18.? K= 8.00 9.9 25.1 15 18.7 K= 8.00 9.9 25.2 26 18.? K= 8.00 10.4 25.8 17 18.7 - - - - 11.7 - - - 18 16.2 -- - - - 1�l.3 - - - 19 16.2 - - - - 16.1 - - - 20 18.7 - - - - 14.6 - - - 21 I$.7 K= $.00 13.1 29.0 22 18.7 K= 8.00 13.1 2$.9 23 28.7 - - - - 23.6 - - - 24 16.2 - - - - 14.9 - - - 25 16.2 - - - - 26.4 - - - 26 18.7 - - - - 15.3 - - - 27 18.7 - - - - 24.7 - - - 28 56.2 - - - -- 15.7 - - - 29 16.2 - - - - 16.$ - - - 30 18.? - - - - 15.7 - - - 31 18.7 - - - - 15.4 - - - 32 16.2 - - - - 16.9 - -- - 33 16.2 - - - - 17.2 - - - 34 18.7 - - - - 16.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA � -` NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 18.7 - - - - 15.9 - �- - 36 16.2 - - - - 16.9 - - - 37 16.2 - - - - 17.6 - - - 38 18.7 - - - - 16.5 - - - 39 18.7 - - - - 16.4 - - - 40 16.2 - - - - 17.5 - - - 41 16.2 - - - - 18.0 - - - 42 18.7 - - - - 17.0 - - - 43 18.7 - - - - 16.9 - - - 44 16.2 - - - - 18.0 - - - 45 16.2 - - - - 18.4 - - - 46 18.7 - - - - 17.4 - - - 47 18.7 - - - - 17.4 - - - - 48 16.2 - - - - 18.4 - - - 49 16.2 - - - - 18.9 - - - 50 18.7 - - - - 17.8 - - - 51 18.7 - - - - 17.8 - - - 52 16.2 - - - - 18.9 - - - 53 16.2 - - - - 19.4 - - - 54 18.7 - - - - 18.3 - - - 55 18.7 - - - - 18.3 - - - 56 16.2 - - - - 19.3 - - - 57 16.2 - - - - 19.8 - - - 58 18.7 - - - - 18.8 - - - 59 18.7 - - - - 18.7 - - - 60 16.2 - - - - 19.7 - - - 61 16.2 - - - - 20.3 - - - 62 18.7 - - - - 19.3 - - - 63 18.7 - - - - 19.1 - '- - 64 16.2 - - - - 20.1 - - - 65 16.2 - - - - 20.9 - - - 66 18.7 - - - - 19.8 - - - 67 18.7 - - - - 19.5 - - - 68 16.2 - - - - 20.5 - - - 69 16.2 - - - - 21.4 - - - 70 18.7 - - - - 20.3 - - - 71 18.7 - - - - 19.8 - - - 72 16.2 - - - - 20.7 - - - 73 16.2 - - - - 22.1 - - - 74 18.7 - - - - 20.9 - - - 75 18.7 - - - - 20.0 - - - 76 16.2 - - - - 20.9 - - - 77 16.2 - - - - 22.7 - - - 78 18.7 - - - - 21.5 - - - 79 18.7 - - - - 20.2 - - - 80 16.2 - - - - 21.0 - - - 81 16.2 - - - - 24.6 - - - TEST 0.0 SOURCE 42.7 561.2 83 16.2 - - - - 24. 6 - - - 84 18.7 - - - - 23.1 - - - 85 18.7 - - - - 20.4 - - - 86 16.2 - - - - 21.1 - - - SPRINKLER SXSTEM HYDRAULIC ANALYSTS Page 5 DATE: 1OJ1112017AM FILES�HRS SYSTEMS\SUNRISE PRQPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES {FT} (PSI} (GPM} TOP 16.2 - - - - 27.5 - - - BOT 1.0 - - - - 35.5 - - - AOSE 0.0 HOSE STREAM 36.2 250.0 DCS 3.0 - - - - 41.0 - - - DCD 3.0 - - - - 37.0 - - - CONN 0.0 - - - - 42.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS , Page 6 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing. - Zephryhills, FL. NFPA3 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 2.42 120 13.5 2 18.7 13.5 61. 6 3 1.500 T: 8.0 8.00 1.0 1 16.2 15.9 61.6 1. 610 10.42 0.129 1.3 Pipe: 2 8.00 25.5 Disch 26. 62 120 10.2 3 18.7 10.2 36.0 4 1.500 E: 5.0 5.00 0.0 2 18.7 13.5 61. 6 1. 682 31. 62 0.105 3.3 Pipe: 3 8.00 25.1 Disch 10.00 120 9.8 4 18.7 9.8 11.0 5 1.500 ---- 0.00 0.0 3 18.7 10.2 36.0 1.682 10.00 0.039 0.4 Pipe: 4 8.00 25.0 Disch 10.00 120 9.8 5 18.7 9.8 -14.0 6 1.500 ---- 0.00 0.0 4 18.7 9.8 11.0 1. 682 10.00 0.004 0.0 Pipe: 5 8.00 25.0 Disch 10.00 120 9.8 5 18.7 9.8 -11.0 4 1.500 ---- 0.00 0.0 6 18.7 9.8 14.0 1. 682 10.00 0.007 0.1 Pipe: 6 8.00 25.1 Disch 10.00 120 9.8 6 18.7 9.8 14.0 5 1.500 ---- 0.00 0.0 7 18.7 10.3 39.1 1. 682 10.00 0.045 0.5 Pipe: 7 8.00 25.7 Disch 6. 62 120 10.3 7 18.7 10.3 39.1 6 1.500 E: 5.0 5.00 0.0 8 18.7 11.6 64.8 1. 682 11. 62 0.115 1.3 Pipe: 8 0.0 0.0 2.42 120 11. 6 8 18.7 11. 6 64.8 7 1.500 T: 8.0 8.00 1.0 9 16.2 14.1 64.8 1. 610 10.42 0.142 1.5 Pipe: 9 0.0 0.0 12.50 120 15.9 1 16.2 15.9 61. 6 2 3.000 ---- 0.00 0.0 10 16.2 15.9 61.6 3.260 12.50 0.004 0.1 Pipe: 10 0.0 0.0 2.42 120 13.6 11 18.7 13.6 61.4 12 1.500 N: 8.0 8.00 1.0 10 16.2 15.9 61.4 1.610 10.42 0.129 1.3 Pipe: 11 8.00 25.6 Disch 26. 62 120 10.3 12 18.7 10.3 35.8 13 1.500 E: 5.0 5.00 0.0 11 18.7 13. 6 61.4 1.682 31. 62 0.104 3.3 Pipe: 12 8.00 25.2 Disch 10.00 120 9.9 13 18.7 9.9 10.6 14 1.500 ---- 0.00 0.0 12 18.7 10.3 35.8 1.682 10.00 0.038 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 8.00 25.1 Disch _ 10.00 120 9.9 14 18.7 9. 9 -14.5 15 1.500 ---- 0.00 0.0 13 18.7 9.9 10.6 1. 682 10.00 0.004 0.0 Pipe: 14 8.00 25.1 Disch 10.00 120 9.9 14 18.7 9.9 -10.6 13 1.500 ---- 0.00 0.0 15 18.7 9.9 14.5 1.682 10.00 0.007 0.1 Pipe: 15 8.00 25.2 Disch 10.00 120 9.9 15 18.7 9.9 14.5 14 1.500 ---- 0.00 0.0 16 18.7 10.9 39.7 1.682 10.00 0.046 0.5 Pipe: 16 8 .00 25.8 Disch 6.62 120 10.4 16 18.7 10.4 39.7 15 1.500 E: 5.0 5.00 0.0 17 18.7 11.7 65.5 1. 682 11.62 0.117 1.4 Pipe: 17 0.0 0.0 2.42 120 11.7 17 18.7 11.7 65.5 16 1.500 N: 8.0 8.00 1.0 18 16.2 14.3 65.5 1. 610 10.42 0.145 1.5 Pipe: 18 0.0 0.0 12.50 120 14.1 9 16.2 14.1 64.8 8 2.500 ---- 0.00 0.0 18 16.2 14.3 64.8 2.635 12.50 0.013 0.2 Pipe: 19 0.0 61.4 11 12.50 120 15.9 10 16.2 15.9 61.6 1 3.000 ---- 0.00 0.0 19 16.2 16.1 123.0 3.260 12.50 0.015 0.2 Pipe: 20 0.0 0.0 2.42 120 14.6 20 18.7 14. 6 34.2 21 1.500 N: 8.0 8.00 1.0 19 16.2 16.1 34.2 1.610 10.42 0.044 0.5 Pipe: 21 8.00 29.0 Disch 38.67 120 13.1 21 18.7 13.1 5.2 22 1.500 E: 5.0 5.00 0.0 20 18.7 14. 6 34.2 1.682 43.67 0.035 1.5 Pipe: 22 8.00 28.9 Disch 10.00 120 13.1 22 18.7 13.1 -23.7 23 1.500 ---- 0.00 0.0 21 18.7 13.1 5.2 1. 682 10.00 0.001 0.0 Pipe: 23 8.00 28.9 Disch 24.50 120 13.1 22 18.7 13.1 -5.2 21 1.500 E: 5.0 5.00 0.0 23 18.7 13.6 23.7 1.682 29.50 0.018 0.5 Pipe: 24 0.0 0.0 2.42 120 13. 6 23 18.7 13. 6 23.7 22 1.500 N: 8.0 8.00 1.0 24 16.2 14.9 23.7 1. 610 10.42 0.022 0.2 Pipe: 25 0.0 64.8 9 12.50 120 14.3 18 16.2 14.3 65.5 17 2.500 ---- 0.00 0.0 24 16.2 14.9 130.3 2. 635 12.50 0.047 0. 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 0.0 34.2 20 12.50 120 16.1 19 16.2 16.1 123.0 10 3.000 ---- 0.00 0.0 25 16.2 16.4 157.1 3.260 12.50 0.024 0.3 Pipe: 27 0.0 0.0 2.42 120 15.3 26 18.7 15.3 14.0 27 1.500 N: 8.0 8.00 1.0 25 16.2 16.4 14.0 1. 610 10.42 0.008 0.1 Pipe: 28 0.0 0.0 73.17 120 14.7 27 18.7 14.7 14.0 28 1.500 2E:10.0 10.00 0.0 26 18.7 15.3 14.0 1. 682 83.17 0.007 0.6 Pipe: 29 0.0 154.0 24 2.42 120 15.7 28 16.2 15.7 -140.0 32 1.500 N: 8.0 8.00 -1.0 27 18.7 14.7 14.0 1. 610 10.42 0.008 0.1 Pipe: 30 0.0 130.3 18 12.50 120 14.9 24 16.2 14.9 23.7 23 2.500 ---- 0.00 0.0 28 16.2 15.7 154.0 2. 635 12.50 0.064 0.8 Pipe: 31 0.0 14.0 26 12.50 120 16.4 25 16.2 16.4 157.1 19 3.000 ---- 0.00 0.0 29 16.2 16.8 171.1 3.260 12.50 0.028 0.3 Pipe: 32 0.0 0.0 2.42 120 15.7 30 18.7 15.7 10.2 31 1.500 N: 8.0 8.00 1.0 29 16.2 16.8 10.2 1.610 10.42 0.005 0.0 Pipe: 33 0.0 0.0 73.17 120 15.4 31 18.7 15.4 10.2 32 1.500 2E:10.0 10.00 0.0 30 18.7 15.7 10.2 1. 682 83.17 0.004 0.3 Pipe: 34 0.0 140.0 28 2.42 120 16.4 32 16.2 16.4 -129.8 36 1.500 N: 8. 0 8.00 -1.0 31 18.7 15.4 10.2 1. 610 10.42 0.005 0.0 Pipe: 35 0.0 154.0 24 12.50 120 15.7 28 16.2 15.7 -14.0 27 2.500 ---- 0.00 0.0 32 16.2 16.4 140.0 2.635 12.50 0.054 0.7 Pipe: 36 0.0 10.2 30 12.50 120 16.8 29 16.2 16.8 171.1 25 3.000 ---- 0.00 0.0 33 16.2 17.2 181.4 3.260 12.50 0.031 0.4 Pipe: 37 0.0 0.0 2.42 120 16.1 34 18.7 16.1 7.1 35 1.500 N: 8.0 8.00 1.0 33 16.2 17.2 7.1 1.610 10.42 0.002 0.0 Pipe: 38 0.0 0.0 73.17 120 15. 9 35 18.7 15.9 7.1 36 1.500 2E:10.0 10.00 0.0 34 18.7 16.1 7.1 1. 682 83.17 0.002 0.2 SPRINKLER SXSTEM HYDRAULTC ANALYSIS Page 9 DATE: 1OJ11f2017AM FILES�HRS SYSTEMS�SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fae Add Fl Add Fl To Fit: L C (Pt} To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes F"rm Node El (ft) PT Tot. {Q} Disch Ac� TD {ft.} T Pf/ft. {Pf} Pipe: 39 0.0 129.8 32 2.92 120 16.9 36 16.2 16.9 -122.7 40 1.500 N: 8.0 8.00 -1.0 35 18.7 15.9 7.1 1.610 10.42 O.Q02 0.0 Pipe: 40 0.0 140.0 28 12.50 120 16.4 32 16.2 16.4 -10.2 31 2.500 ---- 0.00 d.0 36 16.2 16.9 129.8 2. 635 12.50 0.047 0. 6 Pipe: 41 0.0 7.1 34 12.50 120 17.2 33 16.2 17.2 181.4 29 3.Q00 ---- 0.00 0.0 37 16.2 17.6 i88.5 3.260 12.50 0.033 0.4 Pipe: 42 0.0 0.0 2.42 220 16.5 38 18.7 16.5 4.7 39 1.500 N: 8.0 8.00 1.0 37 16.2 27.6 4.7 1.610 10.42 0.001 O.Q Pipe: 43 O.Q Q.Q 73,17 120 16.4 39 18.7 16.4 4.7 4Q 1.500 2E:10.0 10.00 0.0 38 18.7 16.5 4.7 1.682 83.17 0.001 0.1 Pipe: 44 0.0 122.7 36 2.42 120 17.5 40 16.2 17.5 -117.9 44 1.500 N: 8.0 8.OQ -1.0 39 18.7 16.4 4.7 1. 610 10.42 0.001 0.0 Pipe: 45 0.0 129.$ 32 12.50 120 16.9 36 16.2 16.9 -7.1 35 2.500 ---- 0.00 0.0 40 16.2 17.5 222.7 2.635 12.50 0.092 0.5 Pipe: 46 O.Q 4.? 38 12.50 12d 17.6 37 16.2 17. 6 188.5 33 3.000 ---- 0.00 0.0 41 16.2 18.0 193.2 3.260 12.50 Q.Q35 0.4 Pipe: 47 0.0 0.0 2.42 120 17.0 42 18.7 17.0 2.9 43 1.500 N: 8.0 8.00 1.0 41 16.2 18.0 2.9 1. 610 10.42 0.000 0.0 Pipe: 48 0.0 0.0 73.17 120 16.9 43 18.7 16,9 2.9 49 1.500 2E:10.0 lO.QQ Q.Q 42 18.7 17.0 2.9 1.682 83.17 0.000 O.b Pipe: 49 0.0 117.9 40 2.42 120 18.0 44 16.2 18.0 -115.0 48 1.500 N: 8.0 8.00 -1.0 43 18.7 26.9 2.9 1.610 10.42 0.000 0.0 Pipe: 50 0.0 122.7 36 12.50 120 17.5 40 16.2 17.5 -4.7 39 2.500 ---- 0.00 0.0 44 16.2 18.0 117.9 2.635 12.50 0.039 0.5 Pipe: 51 0.0 2.9 42 12.50 120 18.0 41 16.2 18.0 193.2 37 3.OdQ ---- 0.00 0.0 45 16.2 18.4 196.1 3.260 12,50 0.036 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF � JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 52 0.0 0.0 2.42 120 17.4 46 18.7 17.4 1.9 47 1.500 N: 8.0 8.00 1.0 45 16.2 18.4 1.9 1. 610 10.42 0.000 0.0 Pipe: 53 0.0 0.0 73.17 120 17.4 ' 47 18.7 17.4 1.9 48 1.500 2E:10.0 10.00 0.0 46 18.7 17.4 1.9 1.682 83.17 0.000 0.0 Pi e: 54 0.0 115.0 44 2.42 120 18.4 P 48 16.2 18.4 -113.1 52 1.500 N: 8.0 8.00 -1.0 47 18.7 17 .4 1.9 1. 610 10.42 0.000 0.0 Pipe: 55 0.0 117.9 40 12.50 120 18.0 44 16.2 18.0 -2.9 43 2.500 ---- 0.00 0.0 48 16.2 18.4 115.0 2. 635 12.50 0.037 0.5 Pipe: 56 0.0 1.9 46 12.50 120 18.4 45 16.2 18.4 196.1 41 3.000 ---- 0.00 0.0 49 16.2 18.9 198.1 3.260 12.50 0.036 0.5 Pipe: 57 0.0 0.0 2.42 120 17.8 50 18.7 17.8 2.0 51 1.500 N: 8.0 8.00 1.0 49 16.2 18.9 2.0 1. 610 10.42 0.000 0.0 Pipe: 58 0.0 0.0 73.17 120 17.8 51 18.7 17.8 2.0 52 1.500 2E:10.0 10.00 0.0 50 18.7 17.8 2.0 1. 682 83.17 0.000 0.0 Pipe: 59 0.0 113.1 48 2.42 120 18.9 52 16.2 18.9 -111.1 56 1.500 N: 8.0 8.00 -1.0 51 18.7 17 .8 2.0 1. 610 10.42 0.000 0.0 Pipe: 60 0.0 115.0 44 12.50 120 18.4 48 16.2 18.4 -1.9 47 2.500 ---- 0.00 0. 0 52 16.2 18.9 113.1 2. 635 12.50 0.036 0.5 Pipe: 61 0.0 2.0 50 12.50 120 18.9 49 16.2 18.9 198.1 45 3.000 ---- 0.00 0.0 53 16.2 19.4 200.0 3.260 12.50 0.037 0.5 Pipe: 62 0.0 0.0 2.42 120 18.3 54 18.7 18.3 3.0 55 1.500 N: 8.0 8.00 1.0 53 16.2 19.4 3.0 1. 610 10.42 0.000 0.0 Pipe: 63 0.0 0.0 73.17 120 18.3 55 18.7 18.3 3.0 56 1.500 2E:10.0 10.00 0.0 54 18.7 18.3 3.0 1. 682 83.17 0.000 0.0 Pipe: 64 0.0 111.1 52 2.42 120 19.3 ' 56 16.2 19.3 -108.1 60 1.500 N: 8.0 8.00 -1.0 55 18.7 18.3 3.0 1.610 10.42 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10111/2Q27AM FILES�HRS SXSTEMS�SUNRISE PROPERTIES MANUFACTURING.SDF JOB TITLE: SunriSe Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Nade El {ft} P� Tot. {�) Disch Ac� ID {f�.) T Pf1ft. {Pf} Pipe: 65 O.d 113.1 48 12.50 22Q 18.9 52 16.2 18.9 -2.0 51 2.500 ---- 0.00 0.0 56 16.2 19.3 111,1 2.635 12.50 Q.035 Q.4 Pipe: 66 0.0 3.0 54 12.50 120 19.4 53 16.2 19.4 200.0 49 3.000 ---- d.04 0.0 57 16.2 19.8 203.0 3.260 12.50 0.03$ 0.5 Pipe: 67 0.0 0.0 2.42 120 18.8 58 1$.7 18.8 4.8 59 1.500 N: 8.0 8.OQ 1.0 57 i6.2 19.$ 4.$ 1.610 10.42 0.001 0.0 Pipe: 68 d.0 O.Q 73.27 120 18.7 59 18.7 18.7 4.8 60 1.500 2E:10.0 10.00 0.0 58 18.7 18.8 4.8 1.682 83.17 0.001 0.1 Pipe: 69 0.0 1Q8.1 56 2.42 12Q 19.7 60 16,2 19.7 -103.3 64 2.500 N: 8.0 8.00 -1.0 59 18.7 18.7 4.8 1. 610 10.42 p.001 0.0 Pipe: 70 0.0 111.1 52 12.50 120 19.3 56 16.2 19.3 -3.0 55 2.5Qd ---- Q.00 0.0 60 16.2 19.7 108.1 2. 635 12.50 0.033 0.4 Pipe: 71 0.0 4.8 58 12.50 120 19.8 57 16.2 19.8 203.Q 53 3.000 ---- 0.00 0.0 62 16.2 20.3 207.8 3,260 12.50 0.040 0.5 Pipe: 72 0.0 Q.0 2.42 120 19.3 62 18.7 19.3 7.1 63 1.500 N: 8.0 8.00 1.0 61 16.2 20.3 7.1 1.610 10.42 Q.002 Q.0 Pipe: 73 O.Q 0.0 73.17 120 19.1 63 18.7 19.1 7.1 64 1.500 2E:10.0 10.00 0.0 62 1$.7 19.3 7.1 1. 682 83.17 p.002 0.2 Pipe: 74 0.0 103.3 60 2.42 120 20.1 64 16.2 20.1 -96.2 68 1.500 N: 8.0 8.Q0 -1.0 63 18.7 19.1 7.1 1.610 10.42 d.002 0.0 Pipe: 75 0.0 108.1 56 12.50 120 19.7 60 16.2 19.7 -4.8 59 2.500 ---- 0.00 0.0 64 16.2 24.1 2Q3.3 2.635 12.50 0.031 0.� Pipe: 76 O.Q 7.1 62 12.50 12Q 20.3 61 16.2 20.3 207.8 5� 3.000 ---- 0.00 0.0 65 16.2 20.9 215.0 3.260 12.50 0.042 0.5 Pipe: 77 0.0 0.0 2.42 120 19.8 66 28.7 19.8 10.1 6? 1.5QQ N: 8.Q 8.00 1.0 65 16.2 20.9 10.1 1.610 10.42 0.005 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/11/2017AM FILES�HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF , JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq:Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 73.17 120 19.5 67 18.7 19.5 10.1 68 1.500 2E:10.0 10.00 0.0 66 18.7 19.8 10.1 1. 682 83.17 0.004 0.3 Pipe: 79 0.0 96.2 64 2.42 120 20.5 68 16.2 20.5 -86.1 72 1.500 N: 8.0 8.00 -1.0 � 67 18.7 19.5 10.1 1.610 10.42 0.005 0.0 Pipe: 80 0.0 103.3 60 12.50 120 20.1 64 16.2 20.1 -7.1 63 2.500 ---- 0.00 0.0 68 16.2 20.5 96.2 2. 635 12.50 0.027 0.3 Pipe: 81 0.0 10.1 66 12.50 120 20.9 65 16.2 20.9 215.0 61 3.000 ---- 0.00 0.0 69 16.2 21.4 225.1 3.260 12.50 0.046 0. 6 Pipe: 82 0.0 0.0 2.42 120 20.3 70 18.7 20.3 13.7 71 1.500 N: 8.0 8.00 1.0 69 16.2 21.4 13.7 1. 610 10.42 0.008 0.1 Pipe: 83 0.0 0.0 73.17 120 19.8 71 18.7 19.8 13.7 72 1.500 2E:10.0 10.00 0.0 70 18.7 20.3 13.7 1.682 83.17 0.006 0.5 Pipe: 84 0.0 86.1 68 2.42 120 20.7 72 16.2 20.7 -72.4 76 1.500 N: 8.0 8.00 -1.0 71 18.7 19.8 13.7 1.610 10.42 0.008 0.1 Pipe: 85 0.0 96.2 64 12.50 120 20.5 68 16.2 20.5 -10.1 67 2.500 ---- 0.00 0.0 72 16.2 20.7 86.1 2. 635 12.50 0.022 0.3 Pipe: 86 0.0 13.7 70 12.50 120 21.4 69 16.2 21.4 225.1 65 3.000 ---- 0.00 0.0 73 16.2 22.1 238.8 3.260 12.50 0.051 0. 6 Pipe: 87 0.0 0.0 2.42 120 20.9 74 18.7 20.9 17.8 75 1.500 N: 8.0 8.00 1.0 73 16.2 22.1 17.8 1. 610 10.42 0.013 0.1 Pipe: 88 0.0 0.0 73.17 120 20.0 75 18.7 20.0 17.8 76 1.500 2E:10.0 10.00 0.0 74 18.7 20.9 17.8 1. 682 83.17 0.010 0.9 Pipe: 89 0.0 72.4 72 2.42 120 20.9 76 16.2 20.9 -54.6 80 1.500 N: 8.0 8.00 -1.0 75 18.7 20.0 17.8 1.610 10.42 0.013 0.1 Pipe: 90 0.0 86.1 68 12.50 120 20.7 72 16.2 20.7 -13.7 71 2.500 ---- 0.00 0.0 76 16.2 20.9 72.4 2.635 12.50 0.016 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/11/2017AM FILES\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING.SDF � JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 91 0.0 17.8 74 10.83 120 22.1 73 16.2 22.1 238.8 69 3.000 ---- 0.00 0.0 77 16.2 22.7 256.5 3.260 10.83 0.058 0. 6 Pipe: 92 0.0 0.0 2.42 120 21.5 78 18.7 21.5 21.8 79 1.500 N: 8.0 8.00 1.0 77 16.2 22.7 21.8 1.610 10.42 0.019 0.2 Pipe: 93 0.0 0.0 73.17 120 20.2 79 18.7 20.2 21.8 80 1.500 2E:10.0 10.00 0.0 78 18.7 21.5 21.8 1. 682 83.17 0.015 1.3 Pipe: 94 0.0 54. 6 76 2.42 120 21.0 80 16.2 21.0 -32.8 86 1.500 N: 8.0 8.00 -1.0 79 18.7 20.2 21.8 1. 610 10.42 0.019 0.2 Pipe: 95 0.0 72.4 72 10.83 120 20.9 76 16.2 20.9 -17.8 75 2.500 ---- 0.00 0.0 80 16.2 21.0 54. 6 2. 635 10.83 0.009 0.1 � Pipe: �96 0.0 21.8 78 . 8.25 120 22.7 77 16.2 22.7 256.5 73 3.000 T:20.0 20.00 0.0 81 16.2 24.6 278.4 3.260 28.25 0.068 1.9 Pipe: 97 0.0 0.0 1.75 120 24.6 83 16.2 24.6 32.8 84 3.000 T:20.0 20.00 0.0 81 16.2 24.6 32.8 3.260 21.75 0.001 0.0 Pipe; 98 0.0 0.0 2.42 120 23.1 84 18.7 23.1 32.8 85 1.500 T:10.0 10.00 1.0 83 16.2 24.6 32.8 1. 682 12.42 0.033 0.4 Pipe: 99 0.0 0.0 73.17 120 20.4 85 18.7 20.4 32.8 86 1.500 2E:10.0 10.00 0.0 84 18.7 23.1 32.8 1.682 83.17 0.033 2.7 Pipe: 100 0.0 0.0 2.42 120 21.1 86 16.2 21.1 32.8 80 1.500 T: 8.0 8.00 -1.0 85 18.7 20.4 32.8 1.610 10.42 0.040 0.4 Pipe: 101 0.0 54. 6 76 10.00 120 21.0 ' 80 16.2 21.0 -21.8 79 2.500 ---- 0.00 0.0 86 16.2 21.1 32.8 2.635 10.00 0.004 0.0 Pipe: 102 0.0 32.8 83 5.00 120 24.6 81 16.2 24.6 278.4 77 3.000 E:10.0 30.00 0.0 TOP 16.2 27.5 311.1 3.260 T:20.0 35.00 0.083 2.9 Pipe: 103 0.0 0.0 15.25 120 27.5 TOP 16.2 27.5 311.1 81 4.000 C:29.0 95.00 6. 6 BOT 1.0 35.5 311.1 4.260 B:16.0 60.25 0.023 1.4 SPRINKLER SXSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/11/2017AM FILES�HRS SYSTEMS�SUNRISE PRQPERTIES MANUFACTURING.SDE JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt} To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nates Frm Node El {ft) PT Tot. {Q} D�sch Act ID {ft.} 2 Pf/ft. (Pf) Pipe: 1Q4 O.a o.0 72.00 150 35.5 BOT 1.0 35.5 311.1 TOP E6.000 E:22.0 36,00 0.4 HOSE 0.0 36.2 311.1 6.080 L:14.0 108.Q0 0.003 Q.3 Pipe: 105 H.S. 250.0 Disch 172.00 150 36.2 HOSE 0.0 36.2 311.1 BOT E6.000 4E:$8.0 88.00 -1.3 DCD 3.0 37.0 561.1 6.080 260.00 0.008 2.1 Pipe: 106 0.0 Fixed Pressure Loss Device DCD 3.0 37.Q 561.1 HOSE 4.4 pSi, 561.1 gpm DCS 3.0 41.0 561.1 Pipe: 1Q7 0.0 O.Q T:59.0 65.00 240 41.0 DCS 3.0 41.0 561.1 DCD D$.000 2L:44.0 110.00 1.3 CONN 0.0 42.6 561.1 8.390 G: ?.0 175.00 0.002 0.3 Pipe: 108 Q.0 O.Q 50.OQ 14Q 42.6 CONN Q.0 42.6 561.2 DCS D8.000 ---- O.Od 0.0 TEST ,0.0 42.7 561.2 $.390 50.00 0.002 Q.1 NdTES (HASS} : (1) Calculat�ons were performed by the AASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 1608008510 granted by HRS Sy�tems, Inc. 208 Southside Square Petersburg, TN 37194 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.150 gpm. � {3) Total pressure at each nade is used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 102. (4} a. System remote area HAS been proven or 'peaked' . b. Minimum pressure a� any sprinkler: 9.766 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 9.778 p�i d. Remote area is located adjacent to right cross main (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. t SPRINKLER SXSTEM HYDRAULIC ANALYSI� Fage 15 DATE: 10/11J2017AM FILESlHRS SY9TEMSISUNRISE PRQPERTIES MANUFACTURING.SDF JOB TITLE: Sunrise Properties Manufaeturing - Zephryhills, FL. (6) Available pressure at source nade TEST under full �flow conditions is 56.57 psi with a flow af 631.04 gpm. (7) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAy: S4d HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in} E T L C B G A D N E11 Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVIv NPTee 1.610 4.00 8.Q0 2.00 9.00 6.00 1.OQ 10.00 lO.OQ 8,00 PAGE: B MATERIXIL: THNWL I3WC: 12 0 Diameter Equivalent Fitting Lenqths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee ]..682 5.00 10.00 3.00 11.00 8.00 1.00 12.OQ 12.00 10.00 2.635 8.00 17.00 6.00 19.Q0 10.00 1.00 14.00 14.Q0 17.00 3.260 1.0.00 20.00 7.00 22.00 14.00 1.00 18.00 16.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatV1v NPTee 8.390 31.00 59.00 22.00 76.Od 20.00 7.00 59.00 PAGE: E MATERIAL: PVC250 HWC: 150 Diameter Equivalent Fitting Lengths in Feet {zn} E T L C B G N E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.OQ 14.00 49.Q0 15.00 5.Q0 46.OQ + SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 2 <2> 3 4 5 6 7 8 �9� 61.6 36.0 11.'0. 14.� 39.1 64. ��g? 1 61. 6 <11> 12 13 14 15 1� � 64.8 <19> ��.4 35.8 10.6 14.5 39.7 65. <25> 2 23.0 <21> 21 22 �23> 2 30.3 <26> 34.2 5.2 . 23.7 <30> 2 57.1 <28> 2 54.a <31> 14.Q <35� 3 71.1 <33} 3 40.0 <36> l�'2 <40� 3 81.4 <38> � 29.8 �41> �•1 <45> 3 88.5 <43> � 22.7 <46> �-7 <50> 4 93.2 �48> 4 17.9 �51> 2•9 <55} 4 96.1 <53> 4 15.0 56> 1.9 <60> � 198.1 <58> � 113.1 <6I> 2•� <65> 5 00.0 <63> 5 11.1 �66> 3.0 <70} 5 Q3-0 <68> 5 0$.1 �71> 4.8 <75> � 07.8 <73> 6 03.3 <76> 7.1 <80> 6 215.0 <78> � 96.2 {81> �0•1 <85> � 2�-� <83> ? 6.1 <86> 13.7 <9Q> � 38.$ {gg} � 2.4 �91> 17.8 <95> � 56.5 <93> � 4.6 8 <96> �o ^ 21•8 <101> 8 148> <99> g 2.8 561.2 CdNN 32.$ $� • MIKEN FIRE PROTECTION, INC. � 1019 WILDROSE DRIVE ,• LUTZ, FL. 33549 HYDRAULIC CALCULATIONS FOR SUNRISE PROPERTIES OFFICE AREA 4035 CORREIA DRIVE ZEPHYRHILLS, FL. FILE NUMBER: SUNRISE PROPERTIES OFFICE DATE: 10/17/2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 900 sq. ft. - 40$ RED. QR HEADS AT 10 FT. CLG COVERAGE PER SPRINKLER: VARIES - 182 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers ��0�� r �"L� �� TOTAL SPRINKLER WATER FLOW REQUIRED: 190.0 gpm ��,�� o�, �� TOTAL WATER REQUIRED (including hose) : 290.0 gpm �� FLOW AND PRESSURE (@ BOR) : 190.0 gpm @ 47 psi ��' ��'��'� SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: MIKEN FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JAMES M. DUPREE AUTHORITY HAVING JURISDICTION: CITY OF ZEPHYRHILLS, FL. BUILDING AND FIRE CONTRACTOR CERTIFICATION NUMBER: 22111800012011 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 1608008510 ) HRS SYSTEMS, INC. \\`�`,�1,�i i i 7 1 j:./; ' \\� �°��N%��.�r'!'^ \ �. `'��' ��=�r3', _,� % NO � 912 �. - . , - _ °,� ' � __ /i ,1••,`�p �`-r/7,•`��,"' _ �j�� RI�_i�`-. ,�; `��/'/f ``�'��!�'�L ��`r�r�,`. ��flfPil�.�� d WATER SUPPLY ANALYSIS � y Static: 60 . 00 psi Resid: 50 . 00 psi Flow: 1126. 0 gpm y � 80 . 0 H H �' LEGEND � � 1 � Available pressure " � 59.19 psi @ 290.0 gpm � � G N 7� . � Z F�i � � Required pressure �- � 52.32 psi @ 290.0 gpm m i ro � � n o �n 1 �° c� % A 60 . 0 m H U c�-r � x G c~o H � 2 �n r ;� E 50 . 0 A. Source Supply Curve O � U� � B. System Demand Curve � x � p � � � r- 7d y � � � m � R � • � • � tn � � I �C x E � � cn �G 40 . 0 � . Nyd S , � � • � � � � • U • � • � � �c v�iH R � • � z � E 30 . 0 � � � � � � � r� r �c ( r � H • o �n p 20 . 0 � s � 1 H C�7 � � 10 . 0 � � � H n � ro • w � w 0 . 0 � � N -14 . 7 4 0 6 0 8 0 1 00 1 00 00 1 2 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/17/2017: �PROGRAM FILES�HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF = JOB TITLE: Sunrise Properties Office - Zephryhills, FL. NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 60.0 50.0 1126.0 59.2 290.0 52.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 290.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 190.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.1 - - - - 33.8 - - - 2 19.4 - - - - 32.5 - - - 3 19.4 - - - - 31.4 - - - 4 19.4 - - - - � 31.1 - - - 5 19.4 - - - - 30.7 - - - 6 19.4 - - - - 30.4 - - - 7 19.4 - - - - 30.1 - - - 8 19.4 - - - - 29.7 - - - 9 17.1 - - - - 30.4 - - - 10 17.1 - - - - 33.9 - - - 11 19.4 - - - - 32. 6 - - - 12 19.4 - - - - 31.9 - - - i 13 19.4 - - - - 31.7 - - - 14 19.4 - - - - 31.5 - - - 15 19.4 - - - - 31.2 - - - 16 19.4 - - - - 31.0 - - - 17 19.4 - - - - 30.8 - - - 18 17.1 - - - - 31.5 - - - 19 17.1 - - - - 33.9 - - - 20 19.4 - - - - 32.7 - - - 21 19.4 - - - - 32.1 - - - 22 19.4 - - - - 32.0 - - - 23 19.4 - - - - 31.5 - - - 24 17.1 - - - - 32.4 - - - 25 17.1 - - - - 34.0 - - - 26 19.4 - - - - 32.9 - - - 27 19.4 - - - - 32.1 - - - 28 17.1 - - - - 33.1 - - - 29 17.1 - - - - 34.1 - - - 30 19.4 - - - - 33.1 - - - 31 19.4 - - - - � 32.6 - - - ' 32 17.1 - - - - 33.6 - - - 33 17.1 - - - - 34.3 - - - 34 , 19.4 - - - - 33.3 - - - ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/17/2017:\PROGRAM FILES�HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF = JOB TITLE: Sunrise Properties Office - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 19.4 - - - - 33.0 - - - 36 17.1 - - - - 34.0 - - - 37 17 .1 - - - - 34.5 - - - 38 19.4 - - - - 33.5 - - - 39 19.4 - - - - 33.3 - - - 40 17.1 - - - - 34.3 - - - 41 17.1 - - - - 34.7 - - - 42 19.4 - - - - 33.7 - - - 43 19.4 - - - - 33. 6 - - - 44 17.1 - - - - 34.6 - - - 45 17.1 - - - - 35.0 - - - 46 19.4 - - - - 33.9 - - - 47 19.4 - - - - 33.9 - - - 48 17.1 - - - - 34.9 - - - 49 17.1 - - - - 35.2 - - - 50 19.4 - - - - 34.2 - - - 51 19.4 - - - - 34 .2 - - - 52 17.1 - - - - 35.2 - - - 53 17.1 - - - - 35.4 - - - 54 19.4 - - - - 34.4 - - - 55 19.4 - - - - 34 .4 - - - 56 17.1 - - - - 35.4 - - - 57 17.1 - - - - 35.7 - - - 58 19.4 - - - - 34.7 - - - 59 19.4 - - - - 34. 6 - - - 60 17.1 - - - - 35. 6 - - - , 61 17.1 - - - - 36.0 - - - 62 19.4 - - - - 34.9 - - - 63 19.4 - - - - 34.9 - - - 64 17.1 - - - - 35.9 - - - 65 17 .1 - - - - 36.2 - - - 66 19.4 - - - - 35.2 - - - 67 19.4 - - - - 35.1 - - - 68 17.1 - - - - 36.1 - - - 69 17.1 - - - - 36.5 - - - 70 19.4 - - - - 35.5 - - - 71 19.4 - - - - 35.2 - - - 72 17.1 - - - - 36.2 - - - 73 17.1 - - - - 36.9 - - - 74 19.4 - - - - 35.8 - - - 75 19.4 - - - - 35.4 - - - 76 17.1 - - - - 36.3 - - - 77 17.1 - - - - 37.2 - - - 78 19.4 - - - - 36.1 - - - 79 19.4 - - - - 35.4 - - - 80 17.1 - - - - 36.4 - - - 81 17.1 - - - - 37 .9 - - - TEST 0.0 SOURCE 52.3 290.0 ' 83 17.1 - - - - 37.9 - - - 84 19.4 - - - - 36.8 - - - 85 19.4 - - - - 35.5 - - - 86 17.1 - - - - 36.4 - - - ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 � DATE: 10/17/2017:\PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) A 9.0 K= 5.43 11.2 18.2 B 9.0 K= 5.43 12. 6 19.3 C 9.0 K= 5.43 13.7 20.1 D 9.0 K= 5.43 15.9 21. 6 E 9.0 - - - - 26.7 - - - F 9.0 K= 5.43 12.3 19.0 G 9.0 K= 5.43 13.8 20.2 H 9.0 K= 5.43 15.2 21.2 I 9.0 K= 5.43 16.7 22.2 J 9.0 K= 5.43 26.9 28.2 K 17.1 - - - - 29.7 - - - TOP 17.1 - - - - 39.5 - - - BOT 1.0 - - - - 47.0 - - - HOSE 0.0 HOSE STREAM 47.6 100.0 DCS 3.0 - - - - 50.9 - - - DCD 3.0 - - - - 46.9 - - - CONN 0.0 - - - - 52.3 - - - ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/17/2017:\PROGRAM FILES�HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. NFPA3 PIPE DATA Pipe Tag K=fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 2.34 120 32.5 2 19.4 32.5 30.0 3 1.500 T: 8.0 8.00 1.0 1 17.1 33.8 30.0 1. 610 10.34 0.034 0.4 Pipe: 2 0.0 0.0 26. 62 120 31.4 3 19.4 31.4 30.0 4 1.500 E: 4.0 4.00 0.0 2 19.4 32.5 30.0 1. 610 30.62 0.034 1.0 Pipe: 3 0.0 0.0 10.00 120 31.1 4 19.4 31.1 30.0 5 1.500 ---- 0.00 0.0 3 19.4 31.4 30.0 1.610 10.00 0.034 0.3 Pipe: 4 0.0 0.0 10.00 120 30.7 5 19.4 30.7 30.0 6 1.500 ---- 0.00 0.0 4 19.4 31.1 30.0 1. 610 10.00 0.034 0.3 Pipe: 5 0.0 0.0 10.00 120 30.4 6 19.4 30.4 30.0 7 1.500 ---- 0.00 0.0 5 19.4 30.7 30.0 1. 610 10.00 0.034 0.3 Pipe: 6 0.0 0.0 10.00 120 30.1 7 19.4 30.1 30.0 8 1.500 ---- 0.00 0.0 6 19.4 30.4 30.0 1. 610 10.00 0.034 0.3 Pipe: 7 0.0 0.0 6. 62 120 29.7 8 19.4 29.7 30.0 9 1.500 E: 4.0 4.00 0.0 7 19.4 30.1 30.0 1.610 10.62 0.034 0.4 Pipe: 8 0.0 190.0 K 2.34 120 30.4 9 17.1 30.4 -160.0 18 1.500 T: 8.0 8.00 -1.0 8 19.4 29.7 30.0 1. 610 10.34 0.034 0.4 Pipe: 9 0.0 0.0 12.50 120 33.8 1 17.1 33.8 30.0 2 3.000 ---- 0.00 , 0.0 10 17.1 33.9 30.0 3.068 12.50 0.001 0.0 Pipe: 10 0.0 0.0 2.34 120 32. 6 11 19.4 32. 6 24.1 12 1.500 N: 8.0 8.00 1.0 10 17.1 33.9 24.1 1. 610 10.34 0.023 0.2 Pipe: 11 0.0 0.0 26. 62 120 31.9 12 19.4 31.9 24.1 13 1.500 E: 4.0 4.00 0.0 11 19.4 32.6 24.1 1. 610 30. 62 0.023 0.7 Pipe: 12 0.0 0.0 10.00 120 31.7 13 19.4 31.7 24.1 14 1.500 ---- 0.00 0.0 12 19.4 31.9 24 .1 1. 610 10.00 0.023 0.2 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/17/2017: \PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF . JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 10.00 120 31.5 14 19.4 31.5 24.1 15 1.500 ---- 0.00 0.0 13 19.4 31.7 24.1 1.610 10.00 0.023 0.2 Pipe: 14 0.0 0.0 10.00 120 31.2 15 19.4 31.2 24.1 16 1.500 ---- 0.00 0.0 14 19.4 31.5 24.1 1.610 10.00 0.023 0.2 Pipe: 15 0.0 0.0 10.00 120 31.0 16 19.4 31.0 24.1 17 1.500 ---- 0.00 0.0 15 19.4 31.2 24.1 1. 610 10.00 0.023 0.2 Pipe: 16 0.0 0.0 6.62 120 30.8 17 19.4 30.8 24.1 18 1.500 E: 4.0 4 .00 0.0 16 19.4 31.0 24.1 1. 610 10.62 0.023 0.2 Pipe: 17 0.0 160.0 9 2.34 120 31.5 18 17.1 31.5 -136.0 24 1.500 N: 8.0 8.00 -1.0 17 19.4 30.8 24.1 1. 610 10.34 0.023 0.2 Pipe: 18 0.0 190.0 K 12.50 120 30.4 9 17.1 30.4 -30.0 8 2.500 ---- 0.00 0.0 18 17.1 31.5 160.0 2.469 12.50 0.094 1.2 Pipe: 19 0.0 24.1 11 12.50 120 33.9 10 17.1 33.9 30.0 1 3.000 ---- 0.00 0.0 19 17.1 33.9 54.1 3.068 12.50 0.004 0.1 Pipe: 20 0.0 0.0 2.34 120 32.7 20 19.4 32.7 19.1 21 1.500 N: 8.0 8.00 1.0 19 17.1 33.9 19.1 1. 610 10.34 0.015 0.2 Pipe: 21 0.0 0.0 38. 67 120 32.1 21 19.4 32.1 19.1 22 1.500 E: 4.0 4.00 0.0 20 19.4 32.7 19.1 1.610 42. 67 0.015 0. 6 Pipe: 22 0.0 0.0 10.00 120 32.0 22 19.4 32.0 19.1 23 1.500 ---- 0.00 0.0 21 19.4 32.1 19.1 1. 610 10.00 0.015 0.1 Pipe: 23 0.0 0.0 24.50 120 31.5 23 19.4 31.5 19.1 24 1.500 E: 4.0 4.00 0.0 22 19.4 32.0 19.1 1. 610 28.50 0.015 0.4 Pipe: 24 0.0 136.0 18 2.34 120 32.4 24 17.1 32.4 -116.9 28 1.500 N: 8.0 8 .00 �-1.0 23 19.4 31.5 19.1 1. 610 10.34 0.015 0.2 Pipe: 25 0.0 160.0 9 12.50 120 31.5 18 17.1 31.5 -24.1 17 2.500 ---- 0.00 0.0 24 17.1 32.4 136.0 2.469 12.50 0.070 0.9 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/17/2017 :\PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 0.0 19.1 20 12.50 120 33.9 19 17.1 33.9 54.1 10 3.000 ---- 0.00 0.0 25 17.1 34.0 73.2 3.068 12.50 0.008 0.1 Pipe: 27 0.0 0.0 2.34 120 32.9 - 26 19.4 32.9 14.8 27 1.500 N: 8.0 8.00 1.0 25 17.1 34.0 14.8 1. 610 10.34 0.009 0.1 Pipe: 28 0.0 0.0 73.17 120 32.1 27 19.4 32.1 14.8 28 1.500 2E: 8.0 8.00 0.0 26 19.4 32.9 14.8 1. 610 81.17 0.009 0.8 Pipe: 29 0.0 116.9 24 2.34 120 33.1 28 17.1 33.1 -102.1 32 1.500 N: 8.0 8.00 -1.0 27 19.4 32.1 14.8 1. 610 10.34 0.009 0.1 Pipe: 30 0.0 136.0 18 12.50 120 32.4 24 17.1 32.4 -19.1 23 2.500 ---- 0.00 0.0 28 17.1 33.1 116.9 2.469 12.50 0.053 0.7 Pipe: 31 0.0 14.8 26 12.50 120 34.0 25 17.1 34.0 73.2 19 3.000 ---- 0.00 0.0 29 17.1 34.1 88.0 3.068 12.50 0.011 0.1 Pipe: 32 0.0 0.0 2.34 120 33.1 30 19.4 33.1 11.2 31 1.500 N: 8.0 8.00 1.0 29 17.1 34.1 11.2 1.610 10.34 0.006 0.1 Pipe: 33 0.0 0.0 73.17 120 32.6 31 19.4 32. 6 11.2 32 1.500 2E: 8.0 8.00 0.0 30 19.4 33.1 11.2 1. 610 81.17 0.006 0.4 Pipe: 34 0.0 102.1 28 2.34 120 33.6 32 17.1 33. 6 -90.9 36 1.500 N: 8.0 8.00 -1.0 31 19.4 32. 6 11.2 1. 610 10.34 0.006 0.1 Pipe: 35 0.0 116.9 24 12.50 120 33.1 28 17.1 33.1 -14.8 27 2 .500 ---- 0.00 0.0 32 17.1 33. 6 102.1 2.469 12.50 0.041 0.5 Pipe: 36 0.0 11.2 30 12.50 120 34.1 ' 29 17.1 34.1 88.0 25 3.000 ---- 0.00 0.0 33 17.1 34.3 99.2 3.068 12.50 0.014 0.2 Pipe: 37 0.0 0.0 2 .34 120 33.3 34 19.4 33.3 8.3 35 1.500 N: 8.0 8.00 1.0 33 17.1 34.3 8.3 1. 610 10.34 0.003 0.0 Pipe: 38 0.0 0.0 73.17 120 33.0 35 19.4 33.0 8.3 36 1.500 2E: 8.0 8.00 0.0 34 19.4 33.3 8.3 1. 610 81.17 0.003 0.3 " ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/17/2017:�PROGRAM FILES\HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 39 0.0 90.9 32 2.34 120 34.0 36 17.1 34.0 -82. 6 40 1.500 N: 8.0 8.00 -1.0 �, 35 19.4 33.0 8.3 1.610 10.34 0.003 0.0 Pipe: 40 0.0 102.1 28 12.50 120 33.6 32 17 .1 33.6 -11.2 31 2.500 ---- 0.00 0.0 36 17 .1 34.0 90.9 2.469 12.50 0.033 0.4 Pipe: 41 0.0 8.3 34 12.50 120 34 .3 33 17.1 34.3 99.2 29 3.000 ---- 0.00 0.0 37 17.1 34.5 107.4 3.068 12.50 0.016 0.2 Pipe: 42 0.0 0.0 2.34 120 33.5 38 19.4 33.5 5.8 39 1.500 N: 8.0 8.00 1.0 37 17.1 34.5 5.8 1. 610 10.34 0.002 0.0 Pipe: 43 0.0 0.0 73.17 120 33.3 39 19.4 33.3 5.8 40 1.500 2E: 8.0 8.00 0.0 38 19.4 33.5 5.8 1. 610 81.17 0.002 0.1 Pipe: 44 0.0 82.6 36 2.34 120 34.3 40 17.1 34.3 -76.8 44 1.500 N: 8.0 8.00 -1.0 39 19.4 33.3 5.8 1.610 10.34 0.002 0.0 Pipe: 45 0.0 90.9 32 12.50 120 34.0 36 17.1 34.0 -8.3 35 2 .500 ---- 0.00 0.0 40 17.1 34 .3 82.6 2 .469 12.50 0.028 0.3 Pipe: 46 0.0 5.8 38 12.50 120 34 .5 37 17.1 34.5 107.4 33 3.000 ---- 0.00 0.0 41 17.1 34.7 113.3 3.068 12.50 0.017 0.2 Pipe: 47 0.0 0.0 2.34 120 33.7 42 19.4 33.7 4.0 43 1.500 N: 8.0 8.00 1.0 41 17 .1 34.7 4.0 1.610 10.34 0.001 0.0 Pipe: 48 0.0 0.0 73.17 120 33. 6 43 19.4 33. 6 4.0 44 1.500 2E: 8.0 8.00 0.0 42 19.4 33.7 4.0 1. 610 81.17 0.001 0.1 Pipe: 49 0.0 76.8 40 2.34 120 34 . 6 44 17.1 34.6 -72.8 48 1.500 N: 8.0 8.00 -1.0 43 19.4 33. 6 4.0 1.610 10.34 0.001 0.0 Pipe: 50 0.0 82.6 36 12 .50 120 34.3 40 17.1 34.3 -5.8 39 2.500 ---- 0.00 0.0 44 17.1 34.6 76.8 2.469 12.50 0.024 0.3 Pipe: 51 0.0 4.0 42 12.50 120 34.7 41 17.1 34 .7 113.3 37 3.000 ---- 0.00 0.0 45 17.1 35.0 117.2 3.068 12.50 0.018 0.2 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/17/2017:�PROGRAM FILES�HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes � Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 52 0.0 0.0 2.34 120 33.9 46 19.4 33.9 2.6 47 1.500 N: 8.0 8.00 1.0 45 17.1 35.0 2. 6 1. 610 10.34 0.000 0.0 Pipe: 53 0.0 0.0 73.17 120 33.9 47 19.4 33.9 2. 6 48 1.500 2E: 8.0 8.00 0.0 46 19.4 33.9 2.6 1. 610 81.17 0.000 0.0 Pipe: 54 0.0 72.8 44 2.34 120 34.9 48 17.1 34.9 -70.2 52 1.500 N: 8.0 8.00 -1.0 47 19.4 33.9 2.6 1. 610 10.34 0.000 0.0 Pipe: 55 0.0 76.8 40 12.50 120 34. 6 44 17 .1 34. 6 -4.0 43 2.500 ---- 0.00 0.0 48 17.1 34.9 72.8 2.469 12.50 0.022 0.3 Pipe: 56 0.0 2. 6 46 12.50 120 35.0 45 17.1 35.0 117.2 41 3.000 ---- 0.00 0.0 49 17.1 35.2 119.8 3.068 12.50 0.019 0.2 Pipe: 57 0.0 0.0 2.34 120 34 .2 50 19.4 34.2 1.8 51 1.500 N: 8.0 8.00 1.0 49 17.1 35.2 1.8 1.610 10.34 0.000 0.0 Pipe: 58 0.0 0.0 73.17 120 34.2 51 19.4 34.2 1.8 52 1.500 2E: 8.0 " 8.00 0.0 50 19.4 34.2 1.8 1. 610 81.17 0.000 0.0 Pipe: 59 0.0 70.2 48 2.34 120 35.2 52 17.1 35.2 -68.4 56 1.500 N: . 8 0 8.00 -1.0 ', 51 19.4 34.2 1.8 1. 610 10.34 0.000 0.0 Pipe: 60 0.0 72.8 44 12.50 120 34.9 48 17.1 34.9 -2.6 47 2.500 ---- 0.00 0.0 I 52 17.1 35.2 70.2 2.469 12.50 0.021 0.3 Pipe: 61 0.0 1.8 50 12.50 120 35.2 � 49 17.1 35.2 119.8 45 3.000 ---- 0.00 0.0 � 53 17.1 35.4 121.7 3.068 12.50 0.020 0.2 Pipe: 62 0.0 0.0 2.34 120 34.4 54 19.4 34.4 1.9 55 1.500 N: 8.0 8.00 1.0 53 17.1 35.4 1.9 1. 610 10.34 0.000 0.0 Pipe: 63 0.0 0.0 73.17 120 34.4 55 19.4 34.4 1.9 56 1.500 2E: 8.0 8.00 0.0 54 19.4 34.4 1.9 1. 610 81.17 0.000 0.0 Pipe: 64 0.0 68.4 52 2.34 120 35.4 56 17.1 35.4 -66.5 60 1.500 N: 8.0 8.00 -1.0 55 19.4 34.4 1.9 1. 610 10.34 0.000 0.0 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/17/2017:�PROGRAM FILES�HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF • JOB TITLE: Sunrise Properties Office - Zephryhills, FL. i Pipe Tag K-fac Add F1 Add F1 To Fit: L C (pt) II To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 65 0.0 70.2 48 12.50 120 35.2 52 17.1 35.2 -1.8 51 2.500 ---- 0.00 0.0 56 17.1 35.4 68.4 2.469 12.50 0.020 0.2 Pipe: 66 0.0 1. 9 54 12.50 120 35.4 53 17.1 35.4 121.7 49 3.000 ---- 0.00 0.0 57 17.1 35.7 123.6 3.068 12.50 0.020 0.3 Pipe: 67 0.0 0.0 2.34 120 34.7 58 19.4 34.7 2.8 59 1.500 N: 8.0 8.00 1.0 57 17.1 35.7 2.8 1. 610 10.34 0.000 0.0 Pipe: 68 0.0 0.0 73.17 120 34. 6 59 19.4 34.6 2.8 60 1.500 2E: 8.0 8.00 0.0 58 19.4 34.7 2.8 1. 610 81.17 0.000 0.0 Pipe: 69 0.0 66.5 56 2.34 120 35.6 60 17.1 35. 6 -63.6 64 1.500 N: 8.0 8.00 -1.0 59 19.4 34.6 2.8 1. 610 10.34 0.000 0.0 Pipe: 70 0.0 68.4 52 12 .50 120 35.4 56 17.1 35.4 -1.9 55 2.500 ---- 0.00 0.0 60 17.1 35. 6 66.5 2.469 12.50 0.019 0.2 Pipe: 71 0.0 2.8 58 12.50 120 35.7 , 57 17.1 35.7 123. 6 53 3.000 ---- 0.00 0.0 61 17.1 36.0 126.4 3.068 12 .50 0.021 0.3 ' Pipe: 72 0.0 0.0 � 2.34 120 34 .9 62 19.4 34.9 4.3 63 1.500 N: 8.0 8.00 1.0 61 17.1 36.0 4 .3 1. 610 10.34 0.001 0.0 Pipe: 73 0.0 0.0 73.17 120 34 .9 63 19.4 34 .9 4.3 64 1.500 2E: 8.0 8.00 0.0 � 62 19.4 34.9 4.3 1. 610 81.17 0.001 0.1 Pipe: 74 0.0 63. 6 60 2 .34 120 35.9 64 17.1 35.9 -59.4 68 1.500 N: 8.0 8.00 -1.0 63 19.4 34.9 4.3 1.610 10.34 0.001 0.0 Pipe: 75 0.0 66.5 56 12.50 120 35. 6 60 17.1 35.6 -2.8 59 2.500 ---- 0.00 0.0 64 17.1 35.9 63.6 2.469 12 .50 0.017 0.2 Pipe: 76 0.0 4.3 62 12.50 120 36.0 61 17.1 36.0 126.4 57 3.000 ---- 0.00 0.0 65 17.1 36.2 130.7 3.068 12.50 0.023 0.3 Pipe: 77 0.0 0.0 2.34 120 35.2 66 19.4 35.2 6.2 67 1.500 N: 8.0 8.00 1.0 65 17.1 36.2 6.2 1. 610 10.34 0.002 0.0 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/17/2017:�PROGRAM FILES\HRS SYSTEMS�SUNRISE PROPERTIES OFFICE.SDF � JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 73.17 120 35.1 67 19.4 35.1 6.2 68 1.500 2E: 8.0 8.00 0.0 66 19.4 35.2 6.2 1. 610 81.17 0.002 0.1 Pipe: 79 0.0 59.4 64 2.34 120 36.1 68 17.1 36.1 -53.2 72 1.500 N: 8.0 8.00 -1.0 67 19.4 35.1 6.2 1. 610 10.34 0.002 0.0 Pipe: 80 0.0 63. 6 60 12.50 120 35.9 64 17.1 35.9 -4.3 63 2.500 ---- 0.00 0.0 ' 68 17.1 36.1 59.4 2.469 12.50 0.015 0.2 Pipe: 81 0.0 6.2 66 12.50 120 36.2 65 17 .1 36.2 130.7 61 3.000 ---- 0.00 0.0 69 17.1 36.5 136.9 3.068 12.50 0.025 0.3 Pipe: 82 0.0 0.0 2.34 120 35.5 70 19.4 35.5 8.5 71 1.500 N: 8.0 8.00 1.0 69 17.1 36.5 8.5 1. 610 10.34 0.003 0.0 Pipe: 83 0.0 0.0 73.17 120 35.2 71 19.4 35.2 8.5 72 1.500 2E: 8.0 8.00 0.0 70 19.4 35.5 8.5 1. 610 81.17 0.003 0.3 Pipe: 84 0.0 53.2 68 2.34 120 36.2 72 17.1 36.2 -44.7 76 1.500 N: 8.0 8.00 -1.0 71 19.4 35.2 8.5 1.610 10.34 0.003 0.0 Pipe: 85 0.0 59.4 64 12.50 120 36.1 68 17.1 36.1 -6.2 67 2.500 ---- 0.00 0.0 72 17.1 36.2 53.2 2.469 12 .50 0.012 0.2 Pipe: 86 0.0 8.5 70 12.50 120 36.5 69 17.1 36.5 136.9 65 3.000 ---- 0.00 0.0 73 17 .1 36.9 145.4 3.068 12.50 0.027 0.3 Pipe: 87 0.0 0.0 2.34 120 35.8 74 19.4 35.8 11.3 75 1.500 N: 8.0 8.00 1.0 73 17.1 36.9 11.3 1.610 10.34 0.006 0.1 Pipe: 88 0.0 0.0 73.17 120 35.4 75 19.4 35.4 11.3 76 1.500 2E: 8.0 8.00 0.0 74 19.4 35.8 11.3 1. 610 81.17 0.006 0.5 Pipe: 89 0.0 44.7 72 2.34 120 36.3 76 17.1 36.3 -33.4 80 1.500 N: 8.0 8.00 -1.0 75 19.4 35.4 11.3 1. 610 10.34 0.006 0.1 Pipe: 90 0.0 53.2 68 12.50 120 36.2 72 17.1 36.2 -8.5 71 2.500 ---- 0.00 0.0 76 17.1 36.3 44.7 2.469 12.50 0.009 0.1 ' SPRiNKLER SYSTEM HYDRAULIC ANALYSTS Page 13 DATE: 10/17/2017:\PROGkAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF . JOB TITLE: Sunrise Properties Office - Zephryhill�, FL. Pipe Tag K-fac Add Fl Add F1 Ta Fit: L C {Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nates Frm Node EI {ft) PT Tot. (Q) �isch Ac� ID {f�.} T Pf1ft. (Pf} Pipe: 91 0.0 11.3 74 10.83 120 36.9 73 17.1 36.9 145.4 69 3.000 ---- d.00 0.0 77 17.1 37.2 156.7 3.068 10.83 0.032 0.3 Pipe: 92 0.0 0.0 2.34 120 36.1 78 19.4 36.1 14.1 79 1.500 N: 8.0 $.00 1.0 77 17.1 37.2 14.1 � 1.610 10.34 0.008 0.1 Pipe: 93 0.0 0.0 73.17 120 35.4 79 19.4 35.4 14.1 80 1.500 2E: 8.0 $,00 0.0 78 19.4 36.1 14.1 1.610 81.17 0.008 0.7 Pipe: 94 0.0 33.4 76 2.34 12Q 36.4 80 17.1 36.4 -19.3 86 1.500 N: 8.0 $.00 -1.0 79 19.4 35.4 14.1 2.610 10.34 0.048 Q.l Pipe: 95 0.0 44.? 72 10.83 120 36.3 76 17.1 36.3 -11.3 75 2.500 ---- 0.00 0.0 80 17.1 36.4 33.4 2.469 10.83 0.005 0.1 Pipe: 96 0.0 14.1 78 4.33 120 37.2 77 17.1 37.2 156.7 73 3.000 T:25.0 15.00 0.0 81 17.1 37.9 170.8 3.068 19.33 0.037 0.7 Pipe: 9� 0.0 0.0 5. 67 120 37.9 83 17.1 37.9 19.3 84 3.000 T:15.0 15.00 0.0 81 17.1 37.9 19.3 3.068 20.67 0.001 0.0 Pipe: 9$ 0.0 Q.0 2.3� 120 36.8 84 19.4 36.8 19.3 85 1.500 T: 8.0 8.00 1.0 83 17.2 37.9 19.3 1.61Q 1Q.34 0.015 0.2 Pipe: 99 O.Q 0.0 73.17 120 35.5 85 19.9 35.5 19.3 $6 1.500 2E: 8�.0 8.00 d.0 84 19.4 36.8 19.3 1. 610 81.17 p.015 1.2 Pipe: 100 0.0 0.0 2.34 120 36.4 86 17.1 36.4 19.3 8Q 2.504 T: $.0 8.OQ -1.0 85 19.4 35.5 19.3 1. 610 10.34 0.015 0.2 Pipe: 101 0.0 33.4 76 10.00 120 36.4 80 17.1 36.4 -14.1 79 2.500 ---- 0.00 0.0 86 17.1 36.4 19.3 2.469 10.00 0.002 0.0 � Pipe: 102 0.0 19.3 83 6.17 120 37.9 81 17.1 37.9 170.8 77 3.000 2E:14.0 29.00 0.0 TOP 17.1 39.5 190.0 3.Q68 T:15.Q 35.17 0.045 1.6 � Pipe: 103 0.0 0.0 16.08 120 39.5 TOP 17.1 39.5 190.0 81 4 .000 C:29.0 49 .77 7.4 BOT 1.0 47.0 190.0 4.260 B:15.8 60.85 0.009 0. 6 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/17/2017 :\PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF : JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) � Pipe: 104 0.0 0.0 72.00 150 47.0 BOT 1.0 47.0 190.0 TOP E6.000 E:22.0 36.00 0.4 HOSE 0.0 47.6 190.0 6.080 L:14.0 108.00 0.001 0.1 Pipe: 105 H.S. 100.0 Disch 172.00 150 47. 6 HOSE 0.0 47.6 190.0 BOT E6.000 4E:88.0 88.00 -1.3 DCD 3.0 46.9 290.0 6.080 260.00 0.002 0.6 Pipe: 106 0.0 Fixed Pressure Loss Device DCD 3.0 46.9 290.0 HOSE 4.0 psi, 290.0 gpm DCS 3.0 50.9 290.0 � Pipe: 107 0.0 0.0 T:59.0 65.00 140 50.9 DCS 3.0 50.9 290.0 DCD D8.000 2L:44.0 110.00 1.3 CONN 0.0 52.3 290.0 8.390 G: 7.0 175.00 0.001 0.1 Pipe: 108 0.0 0.0 50.00 140 52.3 CONN 0.0 52.3 290.0 DCS D8.000 ---- 0.00 0.0 TEST 0.0 52.3 290.0 8.390 50.00 0.001 0.0 Pipe: A 5.43 18.2 Disch 12.92 120 11.2 A 9.0 11.2 0.0 1 .000 ---- 0.00 0.0 B 9.0 12. 6 18.2 1.049 12.92 0.109 1.4 Pipe: B 5.43 19.3 Disch 9.33 120 12.6 B 9.0 12. 6 18.2 A 1.250 ---- 0.00 0.0 C 9.0 13.7 37.5 1.380 9.33 0.110 1.0 Pipe: C 5.43 20.1 Disch 11.25 120 13.7 C 9.0 13.7 37.5 B 1.500 2E: 8.0 8.00 0.0 D 9.0 15.9 57.6 1.610 19.25 0.114 2.2 Pipe: D , 5.43 21.6 Disch 44.42 120 15.9 D 9.0 15.9 57.6 C 1.500 T: 8.0 8.00 0.0 E 9.0 26.7 79.2 1.610 52.42 0.206 10.8 Pipe: E 0.0 0.0 10.75 120 26.7 E 9.0 26.7 79.2 D 2.500 ---- 0.00 0.0 J 9.0 26.9 79.2 2.469 10.75 0.026 0.3 Pipe: F 5.43 19.0 Disch 12.92 120 12.3 F 9.0 12.3 0.0 1.000 ---- 0.00 0.0 G 9.0 13.8 19.0 1.049 12.92 0.119 1.5 Pipe: G 5.43 20.2 Disch 12.00 120 13.8 G 9.0 13.8 19.0 F 1.250 ---- 0.00 0.0 H 9.0 15.2 39.2 1.380 12.00 0.119 1.4 Pipe: H 5.43 21.2 Disch 12.00 120 15.2 H 9.0 15.2 39.2 G 1.500 ---- 0.00 0.0 I 9.0 16.7 60.4 1.610 12.00 0.125 1.5 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/17/2017:\PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF : JOB TITLE: Sunrise Properties Office - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes , Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: I 5.43 22.2 Disch � 37.75 120 16.7 I 9.0 16.7 60.4 H 1.500 T: 8.0 8.00 0.0 J 9.0 26.9 82. 6 1. 610 45.75 0.223 10.2 5.43 28.2 Disch Pipe: J 82. 6 I 24.50 120 26.9 J 9.0 26.9 79.2 E 2.500 2E:12.0 24.00 -3.5 K 17.1 29.7 190.0 2 .469 T:12.0 48.50 0.130 6.3 Pipe: K 0.0 0.0 4.75 120 29.7 K 17.1 29.7 190.0 J 2.500 ---- 0.00 0.0 9 17.1 30.4 190.0 2.469 4.75 0.130 0.6 NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 1608008510 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 , (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.113 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe I. - (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node TEST under full flow conditions is 59.11 psi with a flow of 304.85 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/17/2017:\PROGRAM FILES\HRS SYSTEMS\SUNRISE PROPERTIES OFFICE.SDF = JOB TITLE: Sunrise Properties Office - Zephryhills, FL. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee 4.260 13.17 26.33 7.90 28.97 15.80 2. 63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 I - SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 2 <2> 3 4 5 6 7 8 ; � �9� 30.0 30.0 30.0 30.0 30.0 3 . �18� 1 0.0 <11> 12 13 14 15 16 1 60.0 �19� 24.1 24 .1 24.1 24.1 24. 24. �25� 2 54.1 <21> 21 22 <23> z 36.0 �26� 19.1 19.1 19.1 <30> 2 3.2 �2g> 2 16.9 <31> 14•8 <35> 3 8.0 <33> 3 02.1 <36> 11.2 <40> 3 99.2 <38> ' 3 90.9 <41> 8•3 <45> 3 07 .4 <43> 3 2. 6 <46> 5'8 <50> 4 13.3 <48> 4 6.8 <51> 4.0 <55> 4 17.2 <53> 4 2.8 <56> 2'<K> <60> 5 119.8 f190.0 5 0.2 <61> 1•8 <65> 5 21.7 <63> 5 68.4 <66> 1.9 <70> 5 23•6 <68> 5 66.5 <71> 2.8 <75> 6 26•4 <73> 6 63. 6 <76> 4.3 <80> 6 130.7 <78> 6 59.4 <81> 6.2 <85> � 36.9 �83> � 53.2 <86> 8.5 <90> � � 45.4 �gg> � 44.7 , <91> 11.3 <95> � 56.7 <93> � 3.4 8 <9 6 �� ,� 0 14.1 <101> 8 08> <99> 8 9.3 90.0 CONN 19.3 86 Form 4 :l./� � � , � �• , m . � Auto t'c Spr'nkler Syster�s Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be conected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners,and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or ' local ordinances. Property Name: Sunrise Properties Manufacuring Date: 3-30-2018 Property Address: 4035 Correia Zephyrhills , FI. Accepted by approving authorities(names) City of Zephyrhills Fire Address Plans Installation conforms to accepted plans � Yes ❑No Equipment used is approved.If no,explain deviations � Yes ❑No Has person in charge of fire equipment been instructed as to location � Yes �No of control valves and care and maintenance of this new equipment? If no,explain Instructions Have copies of the following been left on the premises? ❑ Yes ❑No 1.System components instructions ❑ Yes ❑No 2.Care and maintenance instructions � Yes ❑No 3.NFPA 25 � Yes �No Location of Supplies buildings East side system Year of Orifice Temperature Make Model manufacture size Quantity ratin Reliable FiFR56 2017 1/2 7 155* Sprinklers Reliable F1FRL0 2017 3/4 166 200* Reliable F1FR56 2017 1/2 54 155* Pipe and Type ofpipe Black iron fittings Type of fittings �st Iron � • FaF�PA NFPA Water-Based Fire Protection Systems Forms 1 of 4 _ 1 - Form 4 Maximum time to operate Alarm device through test connection Alarm valve T e Make Model Minutes Seconds or flow indicator Contt'ol Globe GL Flow System wsd10 45/60 sensor - Dry valve Q.O.D Make Model Serial No. Make Model Serial No. N/A Time to trip Trip Time water Alarm through test Water Air point air reached test operated Dry pipe connection''� ressure ressure ressure outlet1'� ro erl operating test Minutes Seconds si si p p psi min. sec. Yes No Without � � Q.O.D With ❑ ❑ Q O.D If no explain: N/A Operation ❑Pneumatic ❑Electric ❑Hydraulic Piping supervised ❑Yes ❑No Detecting media supervised ❑Yes ❑No Does valve operate from the manual trip,remote,or both control ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No Deluge and if no,explain N/A preaction valves Make Model Does each circuit operate supervision loss alarm? ❑Yes ❑No Does each circuit operate valve release? ❑Yes ❑No Maximum time to operate release Minutes Seconds Pressure Location and floor N�q Residual pressure Flow reducing valve Static pressure (flowing) rate test Make and model Inlet Outlet Inlet Outlet Flow (psi) (psi) (psi) (psi) (gpm) Setting Test Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for 2 hours or 50 psi desC�iption (3.4 bar)above static pressure excess of l50 psi(10.2 bar)for 2 hours.Differential dry-pipe clappers shall be left open during the test to prevent damage.All aboveground piping leakage shall be stopped. I Pneumatic:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1%z psi (0.1 bar)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1'/z psi(0.1 bar)in 24 hours. r�� 2of4 t�IFPtA NFPA Water-Based Fire Protection Systems Forms Form 4 'Measured from time inspector's test connection is opened Z NFPA 13 only requires the 60-second limitation in specific sections All piping hydrostatically tested at(200 bar)for 2 hours If no,state reason Dry piping pneumatically � Yes � No Equipment operates � Yes ❑ No Do you certify as the sprinkler contractor that additives and corrosive I chemicals,sodium silicate or derivatives of sodium silicate,brine,or other � Yes ❑No '� corrosive chemicals were not used for testing systems or sto ing leaks? � Drain Reading of cutoff gauge located near water supply test connection: psi( baz) li� test: Residual pressure with valve in test connection open wide: psi( bar) Tests Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test Certificate for Underground Piping ❑ Yes ❑No ❑Other Explain: Flushed by installer of underground sprinkler piping ❑ Yes ❑No If powder-driven fasteners are used in concrete,has representative sample ❑ Yes ❑No testing been satisfactorily completed? If no,explain By OthBCS Blank Number used Locations Number removed testing gaskets 0 ---- 0 Welding piping ❑ Yes �No Ifyes... Do you certify as the sprinkler contractor that welding procedures used ❑ Yes ❑ No complied with the minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications,or other applicable qualification standard as required by the AHJ? Do you certify that the welding was performed by welders or welding operators � yes ❑ No qualified in accordance with the minimum requirements of AWS B2.1,ASME Welding section IX Welding ond Brazing Qualif:cations,or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted in compliance with a � yes ❑ No documented quality control procedure to ensure that(1)all discs are retrieved; (2)that openings in piping are smooth,that slag and other welding residue are removed;(3)the internal diameters of piping are not penetrated;(4)completed welds are free from cracks,incomplete fusion,surface porosity greater than'/16 in.diameter,undercut deeper than the lesser of 25%of the wall thickness or 1/3z in.;and(5)completed circumferential butt weld reinforcement does not exceed 3/3Z in.? Cutouts Do you certify that you have a control feature to ensure that all cutouts(discs) � Yes ❑ No (discs) are retrieved? HydrauliC Nameplate provided � Yes ❑ No data nameplate If no,explain Hyt'O teSt / Remarks Date left in service with all control valves open �;� 3 of 4 eaFPn NFPA Water-Based Fire Protection Systems Forms « �I . • Form 4 Name of sprinkler contractor MIKEN FIRE PROTECTION INC. Tests witnessed by T'he property owner or their authorized agent(signed) Title Date Signatures For sprinkler contractor(signed) Title Date I' Additional explanations and n es: , Fire Inspector Please Sig/ �� Date � �� r �� ---__ _ . � PIFPd NFPA Water-Based Fire Protection Systems Forms 4 of 4 r �, ' MIKEN FIRE PROTECTION, INC. , 1019 WILDROSE DRIVE LUTZ, FL. 33549 HYDRAULIC CALCULATIONS FOR SUNRISE PROPERTIES MANUFACTURING 4035 CORREIA DRIVE � ZEPHYRHILLS, FL. FILE NUMBER: SUNRISE PROPERTIES MANUFACTURING Rev. # 1 DATE: REVISED 12/6/2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 ��RTIS E�UGI6VE�t��G aSEFB�I��9 �� CA#��561 DENSITY: .20 gpm/sq. ft. J�� , ��'�� ,�o AREA OF APPLICATION: 1,500 sq. ft. ��9�� 97'75 �AYFiEAD R�A� COVERAGE PER SPRINKLER: VARIES - 125 sq. ft. MAX ��B�, �L 335�� NUMBER OF SPRINKLERS CALCULATED: 12 s rinklers ��la1��1�'l,A�� p ��,�� i4l�. ��,,��'�� TOTAL SPRINKLER WATER FLOW REQUIRED: 309.6 gpm � ��,�"�'�'`��'��".�B��A� � ��.3� qa� : . �, i 1�G o m;. i TOTAL WATER REQUIRED (including hose) . 559. 6 gpm , � B FLOW AND PRESSURE (@ BOR) : 309. 6 gpm @ 36.1 psi '� a �� ' � . ;�i � a� .✓a� •�,�n ' �f'a° "`a . SPRINKLER ORIFICE SIZE: 3/4 inch �``.��;,GC°� LQ��"��+�� NAME OF CONTRACTOR: MIKEN FIRE PROTECTION, INC. ¢��r��/��01I�� DESIGN/LAYOUT BY: JAMES M. DUPREE /�/�� AUTHORITY HAVING JURISDICTION: CITY OF ZEPHYRHILLS, FL. BUILDING AND FIRE CONTRACTOR CERTIFICATION NUMBER: 22111800012011 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 1608008510 ) HRS SYSTEMS, INC. , I-_—_ � d WATER SUPPLY ANALYSIS � y Static: 60 . 00 psi Resid: 50 . 00 psi Flow: 1126. 0 gpm y � �� 80 . 0 � y ,� 1 LEGEND � � � Available pressure ' � � 57.26 psi @ 559.6 gpm cn �v G o �� . � z n � � Required pressure �' � 43.23 psi @ 559.6 gpm m � � ro G n v' m o �C ro A 60 . 0 � y � 1 n � z U � � x N- v� r G � � � E 50 . 0 A. Source Supply Curve � Z �n • B. System Demand Curve � � � p � • � � u� y � F-h [rJ C'7 R 2 � ♦ � ` SL 3 E � � . ` cnr � x S 40 . 0 � � ' . ♦ N- � � I S � � � � � y � U � � � � t� H R � � i tn c� E 30 . 0 N � � �u z � � c r n � K ( � � H r- H �n p 20 . 0 � � S tn H � z i c� � ) r � c 10 . 0 • � � ro . p� � � 0 . 0 � N -14 .7 4 0 0 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results ' (2) On Site pressures are based on hose stream deduction at the source � ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) ' TEST 60.0 50.0 1126.0 57.3 559. 6 43.2 � AGGREGATE FLOW ANALYSIS: I TOTAL FLOW AT SOURCE 559.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 309.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.1 - - - - 14.4 - - - 2 19.4 - - - - 11.8 - - - 3 19.4 K= 8.00 10.4 25.8 II4 19.4 K= 8.00 9.9 25.1 ' 5 19.4 K= 8.00 9.8 25.0 6 19.4 K= 8.00 9.8 25.0 7 19.4 K= 8.00 10.1 25.5 8 19.4 - - - - 11.2 - - - 9 17.1 - - - - 13.5 - - - 10 17.1 - - - - 14.5 - - - � 11 19.4 - - - - 11.9 - - - ' 12 19.4 K= 8.00 10.4 25.9 13 19.4 K= 8.00 9.9 25.2 14 19.4 K= 8.00 9.8 25.1 15 19.4 K= 8.00 9. 9 25.1 16 19.4 K= 8.00 10.2 25.6 17 19.4 - - - - 11.3 - - - 18 17.1 - - - - 13.6 - - - 19 17.1 - - - - 14.7 - - - 20 19.4 - - - - 13.3 - - - 21 19.4 K= 8.00 12.4 28.2 22 19.4 K= 8.00 12.4 28.2 23 19.4 - - - - 12.8 - - - 24 17.1 - - - - 14.1 - - - 25 17.1 - - - - 15.0 - - - 26 19.4 - - - - 14.0 - - - 27 19.4 - - - - 13.8 - - - 28 17.1 - - - - 14.8 - - - 29 17.1 - - - - 16.2 - - - , 30 19.4 - - - - 15.1 - - - �, 31 19.4 - - - - 14.5 - - - 32 17.1 - - - - 15.4 - - - I 33 17.1 - - - - 16.6 - - - i 34 19.4 - - - - 15.5 - - - ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 19.4 - - - - 15.0 - - - 36 17.1 - - - - 15. 9 - - 37 17.1 - - - - 17.1 - - - 38 19.4 - - - - 16.1 - - - 39 19.4 - - - - 16.1 - - - 40 17.1 - - - - 17.2 - - - 41 17.1 - - - - 17. 6 - - - 42 19.4 - - - - 16.6 - - - 43 19.4 - - - - 16. 6 - - - 44 17.1 - - - - 17 .6 - - - 45 17.1 - - - - 18.0 - - - 46 19.4 - - - - 17.0 - - - 47 19.4 - - - - 17.0 - - - 48 17.1 - - - - 18.0 - - - 49 17.1 - - - - 18.5 - - - 50 19.4 - - - - 17.5 - - - 51 19.4 - - - - 17.5 - - - 52 17.1 - - - - 18.5 - - - 53 17.1 - - - - 18.9 - - - 54 19.4 - - - - 17.9 - - - 55 19.4 - - - - 17.9 - - - 56 17.1 - - - - 18.9 - - - 57 17.1 - - - - 19.4 - - - 58 19.4 - - - - 18.4 - - - 59 19.4 - - - - 18.3 - - - 60 17.1 - - - - 19.3 - - - 61 17.1 - - - - 19.9 - - - 62 19.4 - - - - 18.9 - - - 63 19.4 - - - - 18.7 - - - 64 17.1 - - - - 19.7 - - - 65 17.1 - - - - 20.4 - - - 66 19.4 - - - - 19.4 - - - 67 19.4 - - - - 19.0 - - - 68 17.1 - - - - 20.0 - - - 69 17.1 - - - - 21.0 - - - 70 19.4 - - - - 19. 9 - - - 71 19.4 - - - - 19.3 - - - 72 17.1 - - - - 20.3 - - - 73 17.1 - - - - 21. 6 - - - 74 19.4 - - - - 20.5 - - - 75 19.4 - - - - 19. 6 - - - 76 17.1 - - - - 20.5 - - - 77 17.1 - - - - 22.3 - - - 78 19.4 - - - - 21.0 - - - 79 19.4 - - - - 19.8 - - - 80 17.1 - - - - 20. 6 - - - 81 17.1 - - - - 23.9 - - - TEST 0.0 SOURCE 43.2 559.6 83 17.1 - - - - 23. 9 - - - 84 19.4 - - - - 22.5 - - - 85 19.4 - - - - 20.0 - - - 86 17.1 - - - - 20. 6 - - - I I ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) TOP 17.1 - - - - 27.7 - - - BOT 1.0 - - - - 36.1 - - - HOSE 0.0 HOSE STREAM 36.8 250.0 DCS 3.0 - - - - 41.5 - - - DCD 3.0 - - - - 37.5 - - - CONN 0.0 - - - - 43.1 - - - J ' � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 2.34 120 11.8 2 19.4 11.8 67.7 3 1.500 T: 8.0 8.00 1.0 1 17.1 14.4 67.7 1.610 10.34 0.154 1. 6 Pipe: 2 8.00 25.8 Disch 6.42 120 10.4 3 19.4 10.4 41.9 4 1.500 E: 5.0 5.00 0.0 2 19.4 11.8 67.7 1. 682 11.42 0.125 1.4 Pipe: 3 8.00 25.1 Disch 10.00 120 9. 9 4 19.4 9.9 16.8 5 1.500 ---- 0.00 0.0 3 19.4 10.4 41.9 1.682 10.00 0.051 0.5 Pipe: 4 8.00 25.0 Disch 10.00 120 9.8 5 19.4 9.8 -8.2 6 1.500 ---- 0.00 0.0 4 19.4 9.9 16.8 1.682 10.00 0.009 0.1 Pipe: 5 8.00 25.0 Disch 10.00 120 9.8 5 19.4 9.8 -16.8 4 1.500 ---- 0.00 0.0 6 19.4 9.8 8.2 1.682 10.00 0.003 0.0 Pipe: 6 8.00 25.0 Disch 10.00 120 9.8 6 19.4 9.8 8.2 5 1.500 ---- 0.00 0.0 7 19.4 10.1 33.2 1. 682 10.00 0.033 0.3 Pipe: 7 8.00 25.5 Disch 6.42 120 10.1 7 19.4 10.1 33.2 6 1.500 E: 5.0 5.00 0.0 8 19.4 11.2 58.7 1. 682 11.42 0.096 l.l Pipe: 8 0.0 0.0 2.34 120 11.2 8 19.4 11.2 58.7 7 1.500 T: 8.0 8.00 1.0 9 17.1 13.5 58.7 1.610 10.34 0.118 1.2 Pipe: 9 . 0.0 0.0 12.50 120 14.4 1 17.1 14.4 67.7 2 3.000 ---- 0.00 0.0 10 17.1 14.5 67.7 3.260 12.50 0.005 0.1 Pipe: 10 0.0 0.0 2.34 120 11.9 11 19.4 11.9 67. 6 12 1.500 N: 8.0 8.00 1.0 10 17.1 14.5 67. 6 1.610 10.34 0.154 1.6 Pipe: 11 8.00 25.9 Disch 6.42 120 10.4 12 19.4 10.4 41.7 13 1.500 E: 5.0 5.00 0.0 11 19.4 11.9 67.6 1.682 11.42 0.124 1.4 Pipe: 12 8.00 25.2 Disch 10.00 120 9.9 13 19.4 9.9 16.5 14 1.500 ---- 0.00 0.0 12 19.4 10.9 41.7 1. 682 10.00 0.051 0.5 � � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 8.00 25.1 Disch 10.00 120 9.8 14 19.4 9.8 -8. 6 15 1.500 ---- 0.00 0.0 13 19.4 9.9 16.5 1. 682 10.00 0.009 0.1 Pipe: 14 8.00 25.1 Disch 10.00 120 9.8 14 19.4 9.8 -16.5 13 1.500 ---- 0.00 0.0 15 19.4 9.9 8.6 1. 682 10.00 0.003 0.0 Pipe: 15 8.00 25.1 Disch 10.00 120 9.9 15 19.4 9.9 8.6 14 1.500 ---- 0.00 0.0 16 19.4 10.2 33.7 1.682 10.00 0.034 0.3 Pipe: 16 8.00 25.6 Disch 6.42 120 10.2 16 19.4 10.2 33.7 15 1.500 E: 5.0 5.00 0.0 17 19.4 11.3 59.3 1.682 11.42 0.097 1.1 Pipe: 17 0.0 0.0 2.34 120 11.3 17 19.4 11.3 59.3 16 1.500 N: 8.0 8.00 1.0 18 17.1 13.6 59.3 1. 610 10.34 0.121 1.2 Pipe: 18 0.0 0.0 12.50 120 13.5 9 17.1 13.5 58.7 8 2.500 ---- 0.00 0.0 18 17.1 13.6 58.7 2.635 12.50 0.011 0.1 Pipe: 19 0.0 67. 6 11 12.50 120 14.5 10 17.1 14.5 67.7 1 3.000 ---- 0.00 0.0 19 17.1 14.7 135.3 3.260 12.50 0.018 0.2 Pipe: 20 0.0 0.0 2.34 120 13.3 20 19.4 13.3 30.1 21 1.500 N: 8.0 8.00 1.0 19 17.1 14.7 30.1 1. 610 10.34 0.034 0.4 Pipe: 21 8.00 28.2 Disch 28.50 120 12.4 21 19.4 12.4 1. 9 22 1.500 E: 5.0 5.00 0.0 20 19.4 13.3 30.1 1.682 33.50 0.028 0.9 Pipe: 22 8.00 28.2 Disch 10.00 120 12.4 22 19.4 12.4 -26.2 23 1.500 ---- 0.00 0.0 �� 21 19.4 12.4 1.9 1.682 10.00 0.000 0.0 Pipe: 23 8.00 28.2 Disch 13.58 120 12.4 22 19.4 12.4 -1.9 21 1.500 E: 5.0 5.00 0.0 23 19.4 12.8 26.2 1. 682 18.58 0.022 0.4 Pipe: 24 0.0 0.0 2.34 120 12.8 23 19.4 12.8 26.2 22 1.500 N: 8.0 8.00 1.0 24 17.1 14.1 26.2 1.610 10.34 0.027 0.3 Pipe: 25 0.0 58.7 9 12.50 120 13. 6 18 17.1 13.6 59.3 17 2.500 ---- 0.00 0.0 24 17.1 14.1 118.0 2.635 12.50 0.039 0.5 ' � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 0.0 30.1 20 12.50 120 14.7 19 17.1 14.7 135.3 10 3.000 ---- 0.00 0.0 25 17.1 15.0 165.4 3.260 12.50 0.026 0.3 Pipe: 27 0.0 0.0 2.34 120 14.0 26 19.4 14.0 8.3 27 1.500 N: 8.0 8.00 1.0 25 17.1 15.0 8.3 1. 610 10.34 0.003 0.0 Pipe: 28 0.0 0.0 52.83 120 13.8 ' 27 19.4 13.8 8.3 28 1.500 2E:10.0 10.00 0.0 26 19.4 14.0 8.3 1.682 62.83 0.003 0.2 Pipe: 29 0.0 144.2 24 2.34 120 14.8 28 17.1 14.8 -135.9 32 1.500 N: 8.0 8.00 -1.0 27 19.4 13.8 8.3 1. 610 10.34 0.003 0.0 , Pipe: 30 0.0 118.0 18 12.50 120 14.1 ' 24 17.1 14.1 26.2 23 2.500 ---- 0.00 0.0 ' 28 17.1 14.8 144.2 2. 635 12.50 0.057 0.7 Pipe: 31 0.0 8.3 26 22.50 120 15.0 25 17.1 15.0 165.4 19 3.000 2E:20.0 20.00 0.0 , 29 17.1 16.2 173.7 3.260 42.50 0.028 1.2 Pipe: 32 0.0 0.0 , 2.34 120 15.1 30 19.4 15.1 15.4 31 1.500 N: 8.0 8.00 1.0 29 17.1 16.2 15.4 1.610 10.34 0.010 0.1 Pipe: 33 0.0 0.0 63.17 120 14.5 31 19.4 14.5 15.4 32 1.500 2E:10.0 10.00 0.0 30 19.4 15.1 15.4 1. 682 73.17 0.008 0. 6 Pipe: 34 0.0 135.9 28 2.34 120 15.4 32 17.1 15.4 -120.4 36 1.500 N: 8.0 8.00 -1.0 31 19.4 14.5 15.4 1.610 10.34 0.010 0.1 Pipe: 35 0.0 144.2 24 12.50 120 14.8 28 17.1 14.8 -8.3 27 2.500 ---- 0.00 0.0 32 17.1 15.4 135.9 2. 635 12.50 0.051 0. 6 Pipe: 36 0.0 15.4 30 12.50 120 16.2 29 17.1 16.2 173.7 25 3.000 ---- 0.00 0.0 33 17.1 16.6 189.1 3.260 12.50 0.033 0.4 Pipe: 37 0.0 0.0 2.34 120 15.5 34 19.4 15.5 14.4 35 1.500 N: 8.0 8.00 1.0 33 17.1 16.6 14.4 1.610 10.34 0.009 0.1 Pipe: 38 0.0 0.0 63.17 120 15.0 35 19.4 15.0 14.4 36 1.500 2E:10.0 10.00 0.0 34 19.4 15.5 14.4 1.682 73.17 0.007 0.5 ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12�612017�HRS SYSTEMSISUNRISE PROPERTIES MANUFACTURING REV. # l.SDF ( JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. � Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) ' To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nates Frm Node El (ft) PT Tot. (Q} Disch Act ID {ft.) T Pflft. {Pf) Pipe: 39 O.Q 120.4 32 2.34 120 25.9 36 17.1 15.9 -106.0 40 1.500 N: $.0 8.00 -1.0 35 19.4 15.Q 14.4 1.610 10.34 0.409 0.1 Pipe: 40 0.0 135.9 28 12.50 120 15.4 32 17,1 15.4 -15.4 31 2.500 ---- 0.00 0.0 36 17.1 15.9 120.4 2. 635 12.50 0.041 0.5 Pipe: 41 0.0 14.4 34 12.50 120 16. 6 33 17.1 16.,6 189.1 29 3.Q00 ---- O.OQ 0.0 37 17.1 17.1 203.6 3.260 12.50 0.03$ 0.5 Pipe: 42 0.0 203.6 33 2.34 120 17.1 37 17.1 17.1 -200.2 41 1.500 N: $.0 8.00 -1.0 38 19.4 16.1 3.9 1.610 1Q.34 O.Q01 0.0 Pipe: 43 0.0 O.Q 73.17 12Q 16.1 38 19.4 16.1 3.4 37 1.500 2E:10.0 10,00 0.0 39 19.4 16.1 3.4 1.682 83.17 0.000 0.0 Pipe: 44 0.0 0.0 2.34 120 16.1 39 19.4 16.2 3.4 3$ 1.500 N: $.0 8.40 1.0 40 17.1 17.2 3.9 1.610 10,34 a.00i 0.0 Pipe: 45 0,0 120.4 32 22,50 120 15.9 36 17.1 15.9 -14.4 35 2.500 2E:16.0 16.00 0.0 40 1�.1 17.2 106.0 2.635 38.50 0.032 1.2 Pipe: 46 4.0 203.6 33 12.50 120 17.1 37 17.1 17.1 -3.4 38 3.000 ---- 0.00 0.0 41 17.1 17.6 2Q0.2 3.260 12.5d O.Q3? Q.5 Pipe: 47 O.Q 200.2 37 2.34 120 17.6 41 17.1 17.6 -19$.4 45 1.500 N: 8.0 8.00 -1.0 42 19.4 16. 6 1.8 1.610 10.34 0.000 0.0 Pipe: 48 0.0 0.0 73.17 120 16. 6 42 19.4 16.6 1.8 41 1.500 2E:1Q.0 lO.QQ 0.4 43 19.4 16.6 1.$ 1.682 83.17 0.000 0.0 ; Pipe: 49 0.0 0.0 2.34 120 26.6 43 19.4 16. 6 l.$ 42 1.500 N: 8.0 8.00 1.0 44 17.1 17.6 1.8 1.610 10.34 0.000 0.0 Pipe: 50 �.0 106.0 36 12.50 120 17.2 40 17.5 17.2 3.4 39 2.500 ---- 0.00 0.0 44 17.1 17. 6 109.4 2.635 12.50 0.034 0.4 Pipe: 51 0.0 200.2 37 12.50 120 17. 6 41 17.1 17.6 -1.8 42 3.OQ0 ---- 0.00 0.0 45 17.1 18.0 198.4 3.260 12.50 0.036 0.5 V � ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/6j2d17lHRS SYSTEMS�SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Praperties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt} To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nates Frm Node El (ft) PT Tot. (4) Disch Act ID {ft.) T Pf/ft. (Pf} Pipe: 52 0.0 198.4 41 2.34 120 18.0 45 17.1 18.0 -198.1 49 1.500 N: 8.0 8.00 -1.0 46 19.4 17.Q 0.4 1.610 10.34 O.OQO 0.0 Pipe: 53 0.0 0.0 73.17 120 17.0 46 19.4 17.0 0.4 45 1.500 2E:10.0 10.00 Q.0 47 19.4 17.0 0.4 1.682 83.17 0.000 0.0 Pipe: 54 0.0 0.0 2.34 120 17.0 47 19.4 17.Q 0.9 46 1.5Q0 N: 8.4 8.00 1.0 48 17.1 18.0 0.4 1.610 10.34 0.000 0.0 Pipe: 55 0.0 109.4 40 12.50 120 27.6 44 17.1 17.6 1.8 43 2.500 ---- 0.00 0.0 48 17.1 18.d 111.2 2.635 22.50 0,035 0.4 Pipe: 56 O.Q 198.4 41 12.5Q 120 18.Q 45 17.1 18.0 -0.4 46 3.000 ---- 0.00 0.0 49 17.1 18.5 198.1 3.260 12.50 0.036 0.5 Pipe: 57 0.0 0.0 2.34 120 17.5 50 19.4 17.5 1.4 51 1.50d N: 8.0 8.00 1.0 49 17.1 18 .5 1.4 1.610 10.34 0.000 0.0 Pipe: 58 0.0 0.0 73.17 120 17.5 51 19.4 17.5 1.4 52 1.500 2E:10.0 10.00 0.0 50 19.4 17.5 1.4 1.682 83.17 o.oao 0.0 Pipe: 59 0.0 211.5 48 2.34 120 Z8.5 52 17.1 18.5 -110.1 56 1.500 N: 8.0 8.00 -1.0 51 19.4 17.5 1.4 1.610 10.34 O.Q00 Q.4 Pipe: 60 0.0 111.2 44 12.50 120 18.0 48 17.1 18.0 0.4 4� 2.50d ---- 0.00 O.d 52 17.1 18.5 111.5 2. 635 12.50 0.035 0.4 Pipe: 61 0,0 1.4 50 12.50 120 18.5 49 17.1 18.5 198.1 45 3.QQ0 ---- 0.00 0.0 53 17.1 18.9 199.5 3.260 12.50 Q.037 0.5 Pipe: 62 0.0 0.0 2.34 120 17.9 54 19.4 17.9 2.9 55 1.500 N: 8.0 8.00 1.0 53 17.1 18.9 2.9 2.610 10.34 0.040 0.0 Pipe: 63 0.0 0.0 73.17 12Q 17.9 55 19.4 17.9 2.9 56 1.500 2E:10.0 10.00 0.0 54 19.4 17.9 2.9 1.682 83.17 0.000 0.0 Pipe: 64 0.0 110.1 52 2.34 120 18.9 56 17.1 18.9 -107.2 60 1.500 N: 8.0 8.00 -1.0 55 19.4 17.9 2.9 1.610 10.34 0.000 0.0 ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 65 0.0 111.5 48 12.50 120 18.5 52 17.1 18.5 -1.4 51 2.500 ---- 0.00 0.0 56 17.1 18.9 110.1 2. 635 12.50 0.034 0.4 Pipe: 66 0.0 2.9 54 12.50 120 18.9 53 17.1 18.9 199.5 49 3.000 ---- 0.00 0.0 57 17.1 19.4 202.3 3.260 12.50 0.038 0.5 Pipe: 67 0.0 0.0 2.34 120 18.4 58 19.4 18.4 4.8 59 1.500 N: 8.0 8.00 1.0 57 17.1 19.4 4.8 1.610 10.34 0.001 0.0 Pipe: 68 0.0 0.0 73.17 120 18.3 59 19.4 18.3 4.8 60 1.500 2E:10.0 10.00 0.0 58 19.4 18.4 4.8 1.682 83.17 0.001 0.1 Pipe: 69 0.0 107.2 56 2.34 120 19.3 60 17.1 19.3 -102.5 64 1.500 N: 8.0 8.00 -1.0 59 19.4 18.3 4.8 1.610 10.34 0.001 0.0 Pipe: 70 0.0 110.1 52 12.50 120 18.9 56 17.1 18.9 -2.9 55 2.500 ---- 0.00 0.0 60 17.1 19.3 107.2 2. 635 12.50 0.033 0.4 Pipe: 71 0.0 4.8 58 12.50 120 19.4 57 17.1 19.4 202.3 53 3.000 ---- 0.00 0.0 61 17.1 19.9 207.1 3.260 12.50 0.039 0.5 Pipe: 72 0.0 0.0 2.34 120 18.9 62 19.4 18.9 7.2 63 1.500 N: 8.0 8.00 1.0 61 17.1 19.9 7.2 1. 610 10.34 0.002 0.0 Pipe: 73 0.0 0.0 73.17 120 18.7 63 19.4 18.7 7.2 64 1.500 2E:10.0 10.00 0.0 62 19.4 18.9 7.2 1.682 83.17 0.002 0.2 Pipe: 74 0.0 102.5 60 2.34 120 19.7 64 17.1 19.7 -95.3 68 1.500 N: 8.0 8.00 -1.0 63 19.4 18.7 7.2 1.610 10.34 0.002 0.0 Pipe: 75 0.0 107.2 56 12.50 120 19.3 60 17.1 19.3 -4.8 59 2.500 ---- 0.00 0.0 64 17.1 19.7 102.5 2. 635 12.50 0.030 0.4 , Pipe: 76 0.0 7.2 62 12.50 120 19. 9 61 17.1 19.9 207.1 57 3.000 ---- 0.00 0.0 65 17.1 20.4 214.3 3.260 12.50 0.042 0.5 � Pi e: 77 0.0 0.0 2.34 120 19.4 P 66 19.4 19.4 10.2 67 1.500 N: 8.0 8.00 1.0 65 17.1 20.4 10.2 1.610 10.34 0.005 0.0 I ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 73.17 120 19.0 67 19.4 19.0 10.2 68 1.500 2E:10.0 10.00 0.0 66 19.4 19.4 10.2 1. 682 83.17 0.004 0.3 Pipe: 79 0.0 95.3 64 2.34 120 20.0 68 17.1 20.0 -85.1 72 1.500 N: 8.0 8.00 -1.0 67 19.4 19.0 10.2 1.610 10.34 0.005 0.0 Pipe: 80 0.0 102.5 60 12.50 120 19.7 64 17.1 19.7 -7.2 63 2.500 ---- 0.00 0.0 68 17.1 20.0 95.3 2. 635 12.50 0.026 0.3 Pipe: 81 0.0 10.2 66 12.50 120 20.4 65 17. 1 20.4 214.3 61 3.000 ---- 0.00 0.0 69 17.1 21.0 224.5 3.260 12.50 0.046 0.6 Pipe: 82 0.0 0.0 2.34 120 19.9 70 19.4 19.9 13.8 71 1.500 N: 8.0 8.00 1.0 69 17.1 21.0 13.8 1. 610 10.34 0.008 0.1 Pipe: 83 0.0 0.0 73.17 120 19.3 71 19.4 19.3 13.8 72 1.500 2E:10.0 10.00 0.0 70 19.4 19.9 13.8 1.682 83.17 0.007 0.5 Pipe: 84 0.0 85.1 68 2.34 120 20.3 72 17.1 20.3 -71.3 76 1.500 N: 8.0 8.00 -1.0 ' 71 19.4 19.3 13.8 1. 610 10.34 0.008 0.1 , Pipe: 85 0.0 95.3 64 12.50 120 20.0 68 17.1 20.0 -10.2 67 2.500 ---- 0.00 0.0 72 17.1 20.3 � 85.1 2. 635 12.50 0.021 0.3 Pipe: 86 0.0 13.8 70 12.50 120 21.0 69 17.1 21.0 224.5 65 3.000 ---- 0.00 0.0 73 17.1 21.6 238.2 3.260 12.50 0.051 0. 6 Pipe: 87 0.0 0.0 2.34 120 20.5 74 19.4 20.5 17.9 75 1.500 N: 8.0 8.00 1.0 73 17.1 21. 6 17.9 1. 610 10.34 0.013 0.1 Pipe: 88 0.0 0.0 73.17 120 19.6 75 19.4 19. 6 17.9 76 1.500 2E:10.0 10.00 0.0 74 19.4 20.5 17. 9 1. 682 83.17 0.011 0.9 Pipe: 89 0.0 71.3 72 2.34 120 20.5 76 17.1 20.5 -53.4 80 1.500 N: 8.0 8.00 -1.0 75 19.4 19.6 17.9 1.610 10.34 0.013 0.1 I Pipe: 90 0.0 85.1 68 12.50 120 20.3 72 17.1 20.3 -13.8 71 2.500 ---- 0.00 0.0 ' 76 17.1 20.5 71.3 2. 635 12.50 0.015 0.2 ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSTS Fage 13 , DATE: 12f6�20171HRS SYSTEMS\SUNRISE PROPERTIES MANUFACZURING REV. # 1.SDF JOB TITLE: Sunrise Praperties Manufacturing - Zephryhills, FL. � Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt} To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Nade E2 (ft) P� Tat. (Q} Disch Act ID (ft.} T Pflft. (Pf) Pipe: 91 O.Q 17.9 74 10.83 220 22.6 73 17.1 21.6 238.2 69 3.000 ---- 0.00 0.0 77 17.1 22.3 256.1 3.260 10.83 O.QS$ 0.6 Pipe: 92 0.0 0.0 2.34 120 21.0 78 19.4 21.0 22.0 79 1.5d0 N: 8.4 8.00 1.0 77 17.1 22.3 22.0 1.610 10.34 0.019 0.2 Pipe: 93 0.0 0.0 73.17 120 19.8 79 19.4 19.8 22.0 $0 1.500 2E:10.0 10.00 Q.0 78 19.4 21.0 22.0 1.682 83.17 0.016 1.3 Pipe: 94 0.0 53.4 76 2.34 120 20.6 80 17.1 20. 6 -31.5 86 1.500 N: 8.0 8.00 -1.0 79 19.4 19.8 22.0 1.610 10.34 0.019 d.2 Pipe: 95 0.0 71.3 72 I0.83 220 2Q.5 76 17.1 20.5 -17.9 75 2.500 ---- 0.00 0.0 80 17.1 20.6 53.4 2.635 10.83 0.009 0.1 Pipe: 96 0.0 22.0 78 4.33 120 22.3 77 17.1 22.3 256.1 73 3.000 T;20.0 20.d0 0.0 81 17.1 23.9 278.1 3.260 24.33 0.068 1. 6 Pipe: 97 0.0 0.0 5. 67 120 23.9 83 17.1 23.9 31.5 84 3.000 T:20.0 20.00 0.0 81 17.1 23.9 31.5 3.260 25.67 p.002 0.0 Pipe: 98 Q.d 0.0 2.34 120 22.5 84 19.4 22.5 31.5 85 1.500 T:10.0 10.00 1.0 83 17.1 23.9 31.5 1.682 12.34 0.430 0.4 Pipe: 99 0.0 0.0 73.17 120 20.0 85 19.4 20.0 31.5 $6 1.500 2E:20.0 Ib.00 0.0 84 19.4 22.5 31.5 1. 682 83.17 0.030 2.5 Pipe: 100 0.0 0.0 2.34 120 20.6 86 17.1 20.6 31.5 8Q 1.5Q0 T: 8.0 $.QQ -2.Q 85 19.4 20.0 31.5 1. 610 10.34 0.03� 0.4 Pipe: 101 d.0 53.4 76 10.00 120 20.6 80 17.1 20.6 -22.0 79 2.500 ---- 0.00 0.0 86 17.1 20.6 31.5 2.635 10.00 O.Q03 0.0 Pipe: 102 0.0 31.5 83 6.17 12Q 23.9 � 81 17.1 23.9 278.1 77 3.000 2E:20.0 ,40,00 0.0 TOP 17.1 27.7 309. 6 3.260 T:20.0 46.17 0.083 3.8 Pipe: 103 0.0 0.0 16.08 120 27.7 ' TOP 27.1 27.7 3Q9.6 81 4.000 C:29.0 45.00 7.0 BOT 1.0 36.1 309. 6 4.260 B:16.0 61.08 0.022 1.4 ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) To Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 104 0.0 0.0 72.00 150 36.1 BOT 1.0 36.1 309. 6 TOP E6.000 E:22.0 36.00 0.4 HOSE 0.0 36.8 309.6 6.080 L:14.0 108.00 0.003 0.3 Pipe: 105 H.S. 250.0 Disch 172.00 150 36.8 HOSE 0. 0 36.8 309. 6 BOT E6.000 4E:88.0 88.00 -1.3 DCD 3.0 37.5 559.6 6.080 260.00 0.008 2.0 Pipe: 106 0.0 Fixed Pressure Loss Device DCD 3.0 37.5 559. 6 HOSE 4.0 psi, 559.6 gpm DCS 3.0 41.5 559.6 Pipe: 107 0.0 0.0 T:59.0 65.00 140 41.5 DCS 3.0 41.5 559. 6 DCD D8.000 2L:44.0 110.00 1.3 CONN 0.0 43.1 559.6 8.390 G: 7.0 175.00 0.002 0.3 Pipe: 108 0.0 0.0 50.00 140 43.1 CONN 0.0 43.1 559.6 DCS D8.000 ---- 0.00 0.0 TEST 0.0 43.2 559. 6 8.390 50.00 0.002 0.1 NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2016) under license no. 1608008510 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.147 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.9 ft/sec at pipe 102. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node TEST under full flow conditions is 56.62 psi with a flow of 626.47 gpm. ' ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 12/6/2017\HRS SYSTEMS\SUNRISE PROPERTIES MANUFACTURING REV. # 1.SDF JOB TITLE: Sunrise Properties Manufacturing - Zephryhills, FL. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP , PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 , � � ' SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 2 <2> 3 4 5 6 7 8 <9> 67.7 41. 9 16.8 8.2 33.2 58. <18> 1 67.7 <11> 12 13 14 15 16 1 58 � <19> 67. 6 41.7 16.5 8. 6 33.7 59. �25> 2 35.3 <21> 21 22 <23> 2 18.0 � �26> 30.1 1.9 26•2 <30> 2 65.4 <28> 2 44.2 <31> 8•3 <35> 3 73•� <33> 3 35.9 <36> 15.4 <40> 3 89.1 <38> 3 20.4 <41> 14.4 <45> 3 03. 6 <43> 3 06.0 <46> 3.4 <50> 4 00•2 <48> 4 09.4 <51> 1•8 <55> 4 98.4 <53> 4 11.2 <56> 0•4 <60> 5 198.1 <58> 5 111.5 <61> 1.4 <65> 5 99•5 <63> 5 10.1 <66> 2.9 <70> I 5 02.3 <68> 5 07.2 <71> 4.8 <75> 6 07.1 <73> 6 02.5 <76> 7.2 <80> 6 214.3 <7g> 6 95.3 <81> 10.2 <85> � 24.5 <83> � 5.1 <86> 13.8 <90> � 38.2 <88> � 1.3 <91> 17•9 <95> � 56.1 <93> � 3.4 8 <96> .,o , 22.0 <101> � 8 108> �99� 8 1.5 559.6 CONN 31.5 86