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17-18514
I CITY OF ZEPHYRHILLS 5335-8TH STREET e'� - (813)780-0020 18514 BUI�LDING PERMIT ..�:�`✓� PERMIT INFORMATION° - LOCATION INFORMATION Permit Number: 18514 Address: 7809 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Pro osed Use: COMMERCIAL p Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 34-25-21-0150-00000-0020 Improv. Cost: 1,400;000.00 OWNER INFORMATION Date Issued: 6/13/2017 Name: HILL GRAY SEVEN LLC Total Fees: 38,290.80 Address: 1350 CITY VIEW CTR Amount Paid: 14,901.38 OVIEDO FL 32765-5530 Date Paid: 6/13/2017 Phone: 407-237-4430 Work Desc: CONSTRUCT SUNTRUST•BANK 3,142 SQ FT CONTRACTOR S APPLICATION FEES GERARDI CONSTRUCTION INC BUILDING FEE 3,635.49 NEW WORLD PLUMBING CORP ELECTRICAL FEE 793.13 SPECTRUM MECHANICAL PLUMBING FEE 528.75 SJM ELECTRIC CORP MECHANICAL FEE 370.13 RAMCON, LLC WATER METER RES 3/4" 473.78 FIRE PLAN REVIEW FEES 188.52 �1 g�v POLICE IMPACT FEE 512.15 �J ��f�,�l- FIRE IMPACT FEE 549.85 1 O`���'G) PUBLIC SAFETY 5% 53.10 ' Z 3Q.�.���,t�7� ��� ��� � TRAFFIC IMPACT FEE 99% 30,874.04 $' TRAFFIC I P T FEE 1 /0 311.86 ���^�-' �,� ,�l\ti1�\'� � . _ - r,c� ��— `�, � � Ins ection R ired SILT FENCE REINSPECTlON 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 proper_,ty 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONT CT R SIGNATURE PERMIT OFFI R MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , , s��-�ao-oozo City of Zephyrhills Permit Application Fax-813-780-0021� Building Departrnent �G� @ °��`c�.. Date Recefved � phone Contact for PermitYing ��7 ��6 O- – Y�� - W��� c' l �/ r �/1 Owner's Name J v�N F— Owner Phone Number 1 ( {- �!. Owner's Address Owner Phone Number r - - �P.�P�n L-� Fee Simple Titlaholder Name Owner Phone Number J Fee Simple Titleholder Address l��-l'VI ��5� / JOBADDRESS � O G � �ONL�U�D 3S� LOT# � f ,� �n „� c� l/ �ir.v o SUBDIVISION PARCEL I�F 3y�ZST Z I FR�1 Ro�rrr NoncE O �DO 2D n,,��., I �� I Y.�(/i �L. WORK PROPOSED � NSTALL�R B REPAIR � SIGN Q Q DEMOLISH �/ PROPOSED USE Q SFR �. COMM � OTHER c./"` �� TYPE OF CONSTRUCTION Q BLOCK �, FRAME STEEL Q DESCRIPTION OF WORK a/l+ 1� "-� 1M S � � ✓)� ' W1V�'�'r�� BUILDING SIZE SQ FOOTAGE I-7 �L�'%J HEIGHT ZO��3(I'L�t �y_�_�� fTl 1 1 7 7 P1 7 f 1 � 1 7 1 1 1 � 1 1 1 �BUILDING $ � O,p�,i.� VALUATION OF TOTAL CONSTRUCTION QA/ DI � QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. ���- / �j/ � � � QPLUMBING $ �� l � � OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION b� \ ! I �--�� �"� QGAS ROOFING Q SPECIALN � OTHER �/G�wl� ��• - � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO p�('���-� ! ` � /�r�C BUILDER �J� �p�� COMPANY SIGNATURE `"'�-� •""'V REGISTERED Y/ N FEE CURRE� Y/N License# /'�� 1 � � ELECTRICIAN � � /�`QD� COMPANY ���,.���r.�SIGNATURE � �� r�clsrEaEo Y/ N �E cuwx�n Y/N ��tt(���K Address V PLUMBER COMPANY 4`� �-��� SIGNATURE r��ISTeReo Y/ N �e cuaaen Y/N Address � License# � ��,`I� MECHANICAL � COMPANY 'p1�`,�Q� SIGNATURE rtE�ISTeaEo Y/ N FEE CURREA Y/N 'F�--„A� !� Address License# V��� �� �'1� OTHER -��l / C � COMPANY w SIGNATURE REGISTERED Y/ N �e curtrt�n Y/N Address License# IIIIIItllltlllllllttlllllllllllllllllllltlllllllllltlllllllltlllllt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Conshuctian Plans,Stormwater Plans w/Silt Fence installed, Sanitary FacilRies 81 dumpster,Site Work Permit for subdivislons/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permil for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed, San'itary Facilities&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet campliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. DlrecUons: Fill out application completely. Owner&Contractor sign back of application,notarized If over;2500,a Notice of Commencement is required. (AIC upgrades over E7500) •• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW � s��-'�sarao2� Ciiy af Zephyfi�tis Parmfit Application � F�z-at�-�aaoa2z�'�`` s�udu�q�++�,�t �(.{���,���� ��`�''C�,.., Data Rsae3uer� '�. 1 Fhone CorttaG far Permittfn� O{�`J �`��-^ _ �3 �'`�t t iY't i 7"T T � 1's 7" ! �L1� �- y�� ��'{� � owner's Namme oweier Fhona Num#aer j OWtTers kddt�s OwRcr phanB Numl� � FeeStmPle't7ttaftatde3'TQame ow�rPtronetiumber ��� � �""' �t� ��'ir'�� I F�s��ra�aaa� ��5� �y J08ADF}Rk?55 J k/ �T � �utirLV�jF-�Y '�J�J� LOT# � � � C:� ���,, �,.�-�- su�ornssar� � PaRcs►.� 3�-ZS'21-CN5�1- �} O -pDZt7 ! {oerw�o Faabe arrnar•xrvrax uoncq l/'V ��'^'i' ! ��_ 1NORi(PROPosEO � NEwcot�sTk� AD4tALT � SIGN �] D DE#c+tOi.ISH t� IFlSTAit R£PAIFt 4�y� PROPOSED U$E Q SfiR � COMA{ � OTH�Ft rr�o�cows�rrzucnort � ���cx [�:. ��,tE sr�s� � ��,,.,,�.�..-------____ DESCRlPTipN OF W4RkC V!�'� -� rj M,,.. �� �tR�t 1L�iSZ� d scu►.��srr� � �sn�aav►c�3 �,�� Zt3`-3���.'� QSUtl.D[NG S �}{y�-y VALt7AStON OF T4TAL CQNSTRUCITON v:�a,,• ��1 i �]EI.�CTRICAI. $ t AMP SERVIG''E D PROGRE5S ENERGY Q W.R.EC. ��r.[.� / �� � �r,. �� QPk.UMBih7G (�� �� [�Fvt�CHANtCAL ($ VALUA3'ION O�MECHANIGAL 3NS7AllA71Qht �1� \ ' ��. �..�� ���.. QGAS � RQOFING Q SPECU�.TY C� OTNER V�� �,..� . � FtNJSHED FLOOR ELEVA'FtaNS FL06D 20ME RREA YES id0 ���t i"�F 'T h�"QC sutw�i ��' � -�,�',I�,���j� coMt�jwr staNdTi1RE � ; .j�"�V qec�srs�p Y%N F�cuartEn� Y/N hddrsss � ` u� Licetrma#( �� ELEG'FRlCIAN _... COMPAHY !J �/� �j��!Y� ( S1GNl+T{iRE �tsn�� Yt N t�F�ctrwz�A Ylri! � �� I F �h � + �/ f u��#�lil.�G��5���,,.r PLUlS{8ER � "~t������ COMFAHY � � �C�J z� SICaNATURE �" att334sT�Ren YJ N F�c�. Y!N Ad3c�s& � �t tic�see� U .��,!t� MECHANICAL ;� �` COMPAHY ���� `" R�isTL•'REn X t N FFE cuRREA Y t N ���� � ��p � Aiidress Licens�# Y„'"�� ��- o-rt��a cat�t�arn 31G1�►T(1RE aec,�si�n Y!IJTt�cu�t. Y!N Adciress l,tcense#� � Ifl ) tl11II� It/ iEltiTt1 /111t1111fIti111ftit1ili11iltllll1111IIit1lt7 �tES117EN71AL Aifach(�Pfot Plans;(2)sab of BW{dfng Pfaas;(1}set of Energy Fomts;R-0-W Petrrtit f[�r r�ew constn.tctton, Mintmum ten(1oj wditimg stays aRer submitiaf date. RequGed wsBe,Ca�stnactbn Ftans.Si�nst3vater Fiams�vrl Siii Fence I�ted, t�LtlMERCIAI. Attach 2 comPlets sats of Bi+il�f Plans us a Ufe Sa�f�islanstta�98 P@j� �) �9 P �y PsBe;�1)set of Ene�gyr Forsns.RA-W Pertnit fornow construd'wn. l�G�Imum ten(10}�w:fimg days after subm"�tiat date Required ons8s,Constructlon Pla�,Stamxater Piens w/5pt Fence Instetfed. San3taty FarAhies&t durnpster.5lte WotK PeTmR tor&!i J1eW pro#ects.H!1 comm�;tcis!requlrehtents tktust meet wmplianCc S1GN FEfttdf3' Attach j2}sets of Fasg€rreered Plans. ""AROPER7Y SURVEY requtred tor eA NEVY canshuctlon. Dtroctfen� FQ!out aPPNcaSan�antWatelY• Chvner&ContraGn�sk�n bac&of appHcallon,notatized 1f over;25RQ,a NotCca of Contmencemsnt ts requlead. {NC upgradas over b75ROj " A9�{forthcmMracior}nrPav�erofA[fomey{tQrthemmer}wroukibesameanew�ThnotarizedtefferTmm�aultw�izfngs�ne OVEFt 7HE C011MER PERMIT71NCi (wPY ofcontract requ&ecn Reroofs It shingles S�,rars Sefvlce Upgradas k!C Ferroes{PlotlSurveyiFootagel Oriasways-t�Iat overCourster iFart pubiic madaays..needs ROW � U�,�` �3'(�2�� . . �gc�' "� yyuu�� �.�{� �.��.��.y-�------� 1 � +�����A��4'OLL�} ,� F�'Ia'#OY'wG! w.�.,..an � �� !��.�. �� ��� -� � �� H�— _�'�� #�� s s�-r s�e 7 � �fsNnne ��. OwaeurPFeottaNt�sar �� �i�s �t�sMTFfrnaat t1ta� ! � ��� l���'Pqpae OrmerPiruneDLnmher � � „� � f�:�a'�otdrr.A�s ��� � .RJ81�S l � � i.UT� i_....';.;..r,.7 �ajj�.� i.�i�7 �'�''`� r�� c�+-. SF�DNiSt�l � i F'ARCFi.{D� �'1���. "�J�}`� �"'��Z+� �r i ��. �u11�iEtP�TloCNO� �c+Civ'-/ �ara�cs�as� � �e�e8 � C� � C3 � �► �£" �� �as� Q s� aotaa p c�x r�e�ts�xs�uctcort p �ttc � � ss�. (� f' `�"t .--•""""��� oxv+ra�c ua'���. --� �— ����� �s� �r�c�er� �r 7t�.'—�tl�.." . �� � � 1thl3TA1t0?iOF4LYfALC�t5ti8tESttttN � 1�,,, pa.�at�at. aw�srxvtcE �] �r,�c�r � r�,� �u�,�,'V'� tti."� �� � ��� � �� [__�M�iA�CAi, YAIE(A'$4f#�AIlECHAlifCAi!l�fR21ATEDM � �� �A8 ttC�OHttQ Q St�Al.yY O�E�i2 �G�w�� ,,,,�,,,,..�:,,,«�� �� ��i.KiE1REiL�.Y.i43IC�� F'tAd)X!(SNEAfiL�A���a�� 310 -� ��,�.�� ��''ca.i-� � � ��.' l����`1�������1/� •i i�t� � �� Y � ��'-/ ._—� LScbtss6i�� � F3k7CIigl�M CPtlIPAFiY €����� ����t � i 81Gkaf6�$ � Y� tQ f�m� lf� �. � '! � ,,f�, ,;� u��.�P'i .�1•�45�w,���'� w.uem�r ,a.�..s� �� ��� ��� 3� t�sr�en YI M �[xXso-�+ Y N � � t t�&�ate6�#i �#�i� �itJtt�CA1„ = 4CH�diiAF�Y � �`G L� ttif1��.�! ��,�� �g� � Yl4i FE6vlru�l YJ �,�,,, fC'J :3 y? c�a# G!'t G c3 i D 3 �_��`� LtG � �� .��s ���. Y��,r— �� � ,--_---. � '�► � r i ��' e��a: CC..0 o5�'a�v� cexcreii�:at►��r�■s�ik� �afte li3idi[iEl1l13i�#ltRtitTl�j.ltli�tiiiiYt �tr►at. anam.WemrPm�C�l�a��m�;ts}ae�se�armrr��t�roreww�r. l�,tntimteriCtoqaar�ueqaaiterr�ummHl�.s��+�da,an�4ucuonr�,�nr�+erPF�aswlsaFi�nmr�st�l�d� �iaty�&f dtis�ip�CSitaSNadtHetttdtfcra�t�api� +�At. A�d�r�}coltiatscsaeffios�eraF�}�w3��Peaectf?aaiaf�r�E2•osar�„&rorrms.�. t�nu�sriert�troodong�.G�ars�a�tt�n.R�eda�aCatt+�es�atsAl�w,�ec��}`Rittf§ascskwl�d. s�YFt+�eCs 1 dtmnpafeGSl�watcPanr�kforaR�p�vlec�A4���tmeetaaupBawa Sf�l4.t3�sA7' A�tls{�jS�m�[&�o��P�. � ""iROt+�iTY 9t�4tkY�diornD NEtiN co�t. ! i � � � PBDa�#�o!lcotrip(o96�y Ow�ts'3�si�shackaABppT&�fan.im�ed � ttos+s��DD,aHaH�.ofcona�sur;�aiiswye�d {iVGt�avae.i�D) � I '� RQAtt�OT�W4{i@C�4�SdASfCRl1'7�jkC�1G0�/I�}.M�d�b3091'�01181d(67�f1LCd{C�[E!f(f,V7i4s'iq�6U�111�179.'�'A8 4 (�R[OO?3�T� �$Gi�itkC��r` FHt1409{�0�1��dD�B} � �qZO1�CWNil9tIfO91��+� � i �' r , Suntrust Bank-3,142 sq ft - o umn SQ. FEET PRICE MAIN OR LIVING: 3,142 $ 122.72 ' OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 14,000,000.00 FEE SHEET $ 3,525.00 ADDRESS DRIVEWAY $ 40.00 BUILDING: $ 3,635.50 — ELECTRICAL: $ 793.13 PLUMBING: $ 528.75 MECHANICAL: $ 370.13 � SUB-TOTAL $ 5,327.50 TOTAL $ 5,327.50 SEWER: credit given previous paid$12,667.20(cost off set is$3,789.25) WATER: credit given previous paid$3,268.20(cost off set is$1,208.41) IRRIGATION: $ - ' TOTAL: $ - WATER METER: $ 473.78 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 188.52 ' INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 188.52 PUBLIC SAFETY IMPACT FEES POLICE $ 512.15 FIRE $ 549.85 5% $ 53.10 r /�_j.�� � TOTAL: $ 1,175.10 � ;��p -�, � �G'�� � ��,-���c�, SUB-TOTAL $ 7,104.90 � , , PARK IMPACT FEES n/a SIF'S: n/a ' �,'��'� i �oo.o�io $ _ � � �g�sZ �-Z �� �.o�io w�„� c��{ �� TOTAL: $ - v � �,�y Z S�/a '� �� �l� ' � � � �� �-(� T I F'S: $ 31,185.90 99% $ 30,874.04 given credit of$24,047.31 previous paid. on usuage 1% $ 311.86 ��. C � ? s`°�6 �'�z�, � �-�• c� �-�� g�R TOTAL: $ 38,290.80 6,2�_r7 �' I� � - � What A-Burger � _ - �.C.l�'�lf�ef: , �'��J' �/a� �,C��- . ; � - I � SQ. F'EET . PRICE � � MAEhi OR l.IV1NG: 3,0T4 $ 85.04 ��� I C?THER AREA UNDER ROOF: $ 50.4Q `l� OTHER: 32,573 $ 0.85 VA�UATIC3N $ 288,977.05 � FEE SHEET $ 1,447AQ � ��f � ADDRESS $ 30.00 ��� DRIVEWAY $ - '' � `- � �"'�/ . BUILDING: $ 1,600.50 ,�j� CREDlT: $ - BUILDiNG L�SS CREDI7': $ 1,600.50 / G '� • � 4� � ELECTRICAL: $ 2fi0.80 1�7�F '' .� � QLUM8ING. $ 18Q.Oa � �f MECHANICAL: $ 435.00 � RADC?N: $ 30.74 TOTAL S 2,50T.04 ` �S.EWE . 1 __ WATER: $ - 3,268.20 ' �1, IRRIGATiON: $ `��, . TOTAI.: � 15,935.40 i f 1 � t'�-- �J�Y WATER METER: $ 650.00 �� ERRIGATION METER $ 65Q.00 ����� �"� � SUB TQTA� $ 'l9,742,44 SIF'S: $ - 97.5% $ - 2.5% $ - �� �,� L� + � 'S: $ 24,047.31 � 99°!0 $ 23,80B.$4 � j, 1% $ 240,47 TO 43,789.75 - � � � "' Jacqueline Boges From: Nichole Spence(FATHOM)<support@gwfathom.zendesk.com> ' Sent: Tuesday, November 28, 2017 12:56 PM To: Jacqueline Boges Subject: [FATHOM] Re: irrigation 7809 gall blvd ##- Please type your reply above this line -## Your request (#178985) has been updated. REPLY TO THIS EMAIL or click the link below: https://cawfathom.zendesk.com/hc/requests/178985 �___.___, , F:_, � Nichole Spence (FATHOM) ---' Nov 28, 1 0 55 AM MST Water only account created # 961606-2454804. Service order will be created once mapping has been completed. Best Regards, Nichole � FATHOM Support � Jacqueline Boges � � - � ---�-� -' Nov 27, 2.47 PM MST � Need irrigation meter for the suntrust bank 1' This email is a service from FATHOM. i Jacqueline Boges From: FATHOM <support@gwfathom.zendesk.com> ' Sent: Monday, July 10, 20171:38 PM To: Jacqueline Boges - Subject: [Request received] 780.9 Gall blvd ##- Please type your reply above this line -## 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://gwfathom.zendesk.com/hc/requests/150878 � : Jacqueline Boges � .-"�_, : t-------� Jul 10, 10�37 AM MST install meter for new suntrust bank � --- -- - --- - ---- — - --- -- ---- -- - - - - --- --- - - - -- -- - - - - - - --- � -- --- --- — This email is a service from FATHOM. 1 Jacqueline Boges From: FATHOM ZenDesk Support(FATHOM)<support@gwfathom.zendesk.com> Sent: Thursday, July 13, 2017 11:21 AM To: Jacqueline Boges Subject: [FATHOM] Re: 7809 Gall blvd ##- Please type your reply above this line -## Your request (#150875) has been updated. REPLY TO THIS EMAIL or click the link below: https://gwfathom.zendesk.com/hc/requests/150875 � r_:., � FATHOM ZenDesk Support (FATHOM) L------ Jul 13, 8.20 AM MST The service associated with this account presently exists in the GIS. No further action is necessary. Thanks. —Bill �I � � ; Jacqueline Boges L_���' Jul 10, 10 36 AM MST install meter for new suntrust bank This email is a service from FATHOM. 1 FSt9-7AG-002i) City of Zephyrhills Permit Appiication Fax-813-780-0021 ~ � Bulldim Depanment , �.��(ut2-- �(, C.�'G�+tt*t�..._ Data RucoSved � �„ '�,�' �Q( ���7 1��"k p� _ �,y�j I !L "n`,�i�i���- Phone Cenlactiof Permittin � i'rrrorr�� r-.•r���.I.r rrr� � �wno�'s Name � � F-- _� Owner Phone Nu'mbor (`���)Z37'4�-�� t ( �) LL• Owncr's Addrass '-00 S;Orange Ave.Orlandu,FL 32801 � owner Pnone Number � ail Code:FI,-ORI,?032 � �-- See above 1 �v"�J '""��� Fao Simple Titlehotdor M1Wme NlA Ownor Phone Numbar � Fee Simple T)tloboldor Addeo,c ���_ , � ^� � ^J�v y,w J �% JOB Al�DRESS ���4��� ` ��L�v_,t��v-L���!_.I� LOT U � Un n �,-) / p „-i��-[ (�(.�✓ IiYA'1 suenwisio:: C_____ .� PARCEL ID#�3N-2$'2(-O1 S�- pQpp p -pD 2D f'� rj � (O&TNHEO FRO�f PROPERIY7A%NOTfCF.} VJ ��I .� r(�, '� WORKPROP0.SED j� r�c:vco,:sTn[� AU01hLT [�� s�c;v [� � oeti;ousfi , �_f INSL\LL (�j REPf,I.�+ �n�� , PROPOSEU USE �� SFR �, GOMA1 C� p7HER � y� ��^���-��� ��J�'� _ I 'fVPt,OF CONSTRUCf10N I_�� I�LOL"K `�. FfiAtdE C� STEFI. �_� ^r— � � � I -_...7 .��._._� p I / �_ �-_ 1n , DESCRIATIONOf WORK .�..1�_____xj`•�J—�vl.��d -'- �L.�n�iti S� C.�j'(�fA_✓)1� `._...:_ c�,(�t.l��'�SCK/\ U 1� BUILDING SIZE L__ __._� �� SQ FOOTAGE�1�j HEIGHT ZO�"J'I�Z�� -""��—^----+_ �� 7 9 1 1 1 1 � 1 4 f t T t 9 P!T!"'A n 1 T 7 T T'ITi'1�f'7`Yf T� L`�eUiLUING ��/ P�A An� VALUATION OF TOTALCONSTRUCTION U Ci1J VfJ[J D�� QEi.FCTRICAL S 146�000 A�P SFRVICE � PROGRCSS[NERGY Q W.R.E.C. ��G�� � �PLJtf811JG 5 19�2SO "_.... �L`���7 ���� � ,, � Q�dEClinNICAI �'L10,U00 y,_ VALUA710tJ OF MECHNJiCAL WSTALLATION �r� �j \ /j �f r C]cns �' �zaoFir�c Q sP�c�r�.rr � OTHER, �Jo•�-�� ____�^�P � FINISHEI�F-WOR EI.EVA'iIUNS �� FL6pD ZCINL RREF� �YES NO ' �' ��l �e-c'i►�i.t-�= �v'OC aut�osa ' coMrnNY Gerardi(:onstruction,Inc. —T� SIGNATURE r.cc��Si�neU 1'F;S Yt N r�ecr.i7u+cn Y1M addrw�s. 1b04 N.19th Street 7'ampa,Ft,33C05 ____—� i;��;,,rR q �C(:C#OG1908 � � � ELEC'iRIC1AN � -.`y._.v_V�I COMPANY � `..`_—. . . - -- SiGNATURE � i ftEGi91'EftEU Y I N rar'cu�iv.r� Y/N �—-- �-------•-_--- qddrose ^ l Licwnse� / ��..�._...___.�.___.._----•• - J � �__._'� / l i/' ' YLUMBER � COMPANY � (� (��I f���C /LI�� Z J c��n� ' SIGNATl/RE �'~� A__� ai r,isrE:aeo Y;N_r Fre r.�azEt. T Y/N ' � �� 1�.1?���fs:1 r������_...._.__� ��i��� N1Umss Liu:nse�i I MECHANICAL �.W � COMPANY �...�. �.. _.�__,n.-.-_--'-—`---.��.._ SIGNATURE ? v�c���cr+r.0 '.'J N � FcacV�rn YJN R[idfUSS (.ICHISG{i �—_'—^� � _ � t __ .SIGHATURE — � COMPANJ �•t_K FEE CVRit[i� Y!N_ luldress C_-�----�_,�__�� � License 1f �— � Ilt { IIIIIIIIIIII111fllllllllltl { 1 { IIIIIIItillifllllilllli17111117t1, RESIDEH7IAL SUacli(2)Plot Plar�s;s2}setti ot Building�lar,s:;t}set nf Enerz�y Fnnns:FZ-4LN Permii for new c�eoslivcUon, ffinimum ten(10)tvotkinn daya aftor eubmi+;a!tlate. Required onsiL.Conslnrt'oa Plans,StOrtnwaL^f P(�f15 YA Sift Feae inotall ti, Saniiary Facili�ies 8 t�dumpst^G Sde:Vcvt:Pcmit:tisuhtli��i"iansla;yr.proiccts COb7MERCtAL At'.8ch(2j C�mniC;G 5�I,of f3u�;tl3ng Plans o�us a L:�,5afcty P�ge;(�)set of F.i;en7Y Forms.H-U-N f�ermti tor o�w curNVu_Niun. Alipimum len(1 U)e:crkvu�days a{�er su6riitLi:d21e. Required c,:uile,Cnnstt[riion Plans,Slcr,rnK•alr.r�hm v�/Siit Fence i24:aBzd, San�tary FT�qhte^>B'1 dtuc0.:tar,SilS'l1.rx Pc•�mlt,cr ail new projecLi.M commprcia�requiresmenM musl ment cumpliance SIGN PERtdR AtLxb(2)eq;s o!F:rd�neeretl PWns. � ""PROPEF{'TY SURVcY rcGutre,d!u ali NC1Y eonsUuctlan. ni�uttluns: ' fiil nut appkcatirrn r.nmplotcly. Ormer 8 Gx�lractor styn back of appGcation,nafartroe (f ovnr 52500,a Notica of Commenwmunl is requimd. (A�C opgndes over E�500) , " A�ent(!w the contructor)w Pow�er ot Acromsy t(vr tno ownerj m:u�d be scmaone wllh nclsrized letter Irom cvrner ei:thorizing seme I OV6R TIfE COUNTER PERMITTiNG {copy of conlrect reqalrecij I Rertwfs If�hinc�les Sewors Servica Upgrudes ArC Fencr.s(PIoUSurveylFoota3e) Driv6ways�Nnf uv�r C.�iuni6r i!on pUheic tO�d•xAy3..nHt+ds•RuYJ i �� � �s,. . �, , .. _ 4 . � , 813-700-0020 City of Zephyrhills Permit Application Fax-813-76D-0021��((� BuIlding Department ����� �(L �Cf�At�,.� U Uate Recalved t� � �j f $4?> '�l�f$� - ��Q!1 � Pfiono ContactfarPcrmittin F '"J � [ � � ooete i�� t� o ` � t�,1t, x ( �+ Ovmer's Name �v�'v Y-- _ Qwner Phone Number 1 ll �1• �G � OwnePs Address�_ � � Owner Phone Number �P��� �� Foo Simpfe Tldoholdcr Name Owner Phono tJumber � ---- --� �.'n l Fec Simpla Tidcholder Address ��CD ,� (� J JOBADORESS d O-{ ���,{._. �VuI.�V��S��__� lOT7P � �•,n , � �n 1�J/ �.�N (.J1 ai�-t 1 SUBDIVISION PARCEL IDtE 3�I-2r'a'Z-1'01 S�- 60 O -D�2� __�(OSTAINED FpOM PRUPERTY TA%ttoTlC� �J��! .J �L WORKPROPOSED � INSTALLSTft� REP,4IR C� StGN Q Q DEMOLISti �J �rj'�l/'� PROPOSED USE O SFR � COMld � OTHER �7�{ 7« TYPE OF GONSTRUCTION [� BLOCK � FRAME STEBi. Q DESCRIPiION OF WORK !V �+/L�1� --��`�" tJn�vt^S 1�(��un ,n 1� (,�,��t.l>>�`-'�� BUIIDING StZE SQ FOOTAGE� HEIGNT ZD�����2t� ---'��—�� QBUILDING S Q� ngli.y VALUATION OF TOTAL CONSTRUCTION ['i!J V�iJ ��� [�ELECTRICAL S AMP SERVICE Q PROGRESS FNERGY Q W.R.E.C, �K�C�„ / � 9/ � QPLUMBING S �� � '� OMECIIANICAL u� VALUATION OF MECHANICAL INSTALLATION � , QGAS ROOFIWG Q SPECIALTY � OTHER �/GL�t-`� ��Q ��� __._�-�^"' �j� FINISHEU FLOOR ELEVATION�� FLOOD ZONC-AREA ��YES NO �����-S-`r _� /C,ra�C sui�o�R ��,�a � ,! y����y�� COMPANY � Sl(iNA7t1RE �-- �T IiEGISTERED Y/M FEE CURRFl. Y 1 N Address � License ti ELEC7RICIAlJ � COMPANY SIGtJATURE � n[cisn:r�a Y 7 N � Fr�e cUwten Y/N Addross � Lhxnse 7F �`—� /` PLUk�BER •- 7' . �.� __._ COMPANV {� ' (i� I [�C/�� SIGNATURE /� a[crsreaeo Y/N rEF cuw�n Y/N � �! u � Addross ` '`� � I.icerese� �' y i14��p MECHM11CA1 � COMPANY SE'�''�tfZkiY1 � li.ni� W�' — T` ! ery 53GNATURE HtcfslErtr:o Y!N FEELUftRE\ Y/N , p.b vt � !��i��� � Address _ I Q�Y�(��Q/_L- �., �.3. License if ��(�'t-�'r� � �a'� OTHER � COMPANY -- - `-- ---- SIGNATURE rsE�iST� Y/N �e cunrt6� Y/N Addresa � License 17 ( � 1 1 i 1 Y E 1 1 1 { 1 1 1 1 A 1 1 1 I 1 I i 1 1 9 1 1 1 I 1 B 0 E 1 f 1 B 1 1 1 1 0 p L Y B { 1 / 1 Q { 6 1 I 1 Y 1 1 f E 1 [ ( 1 ! 1 RESIDENTIAL Atlach(2�Plot Plans;{2)sots of Building Plars:(1)sot o`Enerc�y Forms;R-O-W Permit for nuw construcGon, Minimutii ten(1 Q)vrorking days a11er submfltat�Sate. Rcquired onsite,Construclmn Plens,Sfomnrater Plans wl Sil1 Fencr iast�l4,�ci, Sanitary Faeititites tA 1 dumpsicr,Silc Work Pcrmil for subdivi,ionsllurgc ptojcets COMP7ERCIAL Attnch(2)complato sets oi BWding Plr�ns plus a LiFe Sofety Pege;(1)set af Ener[�y Forms.R-O-W Permil for new wns!ruclion. M�nimum leo(10)woricing days alter submittal dale. Requ�red onsite,ConsVuclion plans,Stortnt+ater Plarls wl Sill Fence installed, Sanftary FaciliNes 8.1 dumpster.SRe Wak Permit for all new projects.All commercial roquiternents musl meet comptiance SIGH PERR§R Attach(2)sels of Etigineered PWru. '•"PROPEH7Y SURVEY requirsd for all NEV!tonslruMfan. 6iroctlons: fiil out application comµetely. , Ovmer&Conlractor sign back of application,nolanzed 1f ovcr 52500,a Nutice of Commencemon[Is requlrcd. (AIC upgrades over ST5D0) '• Agent(for the coniractor}ar Power of AComey(for the owner)would be someone wfth notar¢ed letter trom owner a;rthorizir.g same OVER Ti1E COUNTER PERR9ITTING (copy oS conlract requiredj Reroots if shinglas SeNers Service Upgrades NC �ences(PIcUSurveylFootage} Drlveways-Nol wer Courder it on public roadvrays..needs ROW MOTICE 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 wnstruction 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,wiil 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 occupanc�'or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that 1 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 govemment 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, WeUand Areas and Environmentally Sensitive Lands,WatedWastewater Treatrnent. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health 8� 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 pertnitted 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,1 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 yiolate,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 A A ORNEY BEFORE RECORDING YOUR NOT E O OMMENC MENT. FLORIDA JURAT(F.S.11 . .. OWNER OR AGENT CONTRACTOR Subs i ed nd swom to(or ed)before his� Subs nbe and swom t �r a�rtned b fore e thies_'/ �n 11�q�bY ��l-f�O��'7 e� _ /.�. Y �sS,r'�� �'V"EP�f`�-- Whp i�(�re,p�e�,qqall k9oq'n�to_m r hasfhave roduced Who's/a e e I known to e or have produced k/,�(�V�,eJ Y�(�l C,��tlentificati n. ����� �O��s identification. 9 Public Notary Public Commission No. � 53 � Commission No. (.7� �lf��� .2,� � fJ I �R,� Et.l�iNE �tJFi��d,L.. Name of Nota ed ' e r t Name �.�„ OSIAY?�,,DEBRAELAINERUFFELL ==t:�'s:,'••., DEBRAELAINERUFFEL :�. 'R� �';.Coinmisslon#GG 045343 :� ;�_Commission#GG 045343 ;,; , ZOZD , �•a=Expires November l,2020 :;": 'o;=Expi�e�November 7, , ,°•'•:f,;�"4p' BondedThmTroyFainl�urance8DD�38�7019 %�Fpe;�°:+ BA1�dedTM�Troyfa'inl�turance80D�38S7019 A��S�t City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: � � Office No. of Square Feet 3142 �' Impact Fees Within City Limits Outside City Limits Water Distribution System $ 1,208.41 $ 1,510.52 Wastewater Collection System • $ 2,428.91 $ 3,036.13 Wastewater Treatment Plant Capacity $ 1,360.34 $ 1,700.43 TOTAL $ 4,997.67 $ 6,247.08 ��PHYRHILLS FIR� �EPART'�diE�[T 6907 Dairy Road, Zephyrhills, FL 33542 �IRE SERVICE USER FEES Occupancy No.: %(v •v sa ' Plan No.: Contractor: ��fa. Business Name:�'�n+�eL,�s�! Billing Address:_�03'� cr.J �32" s� Business Address:_ `7��q C�R��. ',�t,,�,� �s�r��� Cr,-,, �'�. ��wo� Business Phone No.: Billing Phone No.: N So- s'(��� I�,r �o Business Fax No.: Billing Fax No.: Contact: Contact: PU4N REVIEW FEES INSPECTION FEES PERAAIT FEE FALSE ALARM FEE '���ife PJar�--"'—""`�-�--N/C Annual N/C Sprinkler $50 1st Alarm N!C Mutti-Family/Commerciai .O6� 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C ,(Minimum Charge$25.00 J 2nd Re-inspectlon $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions---���'w"�DBL 3rd Re-inspection $250 Hoods ,,,,,_���—$5� 4th Alarm $100 4th Re-Inspection $500 '`Fire.Alarm � $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until , C -L-R-Gas—..----��$50 6th Alarm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLUWCE $150 26 plus Heads $100 SPRINICLER SYSTEMS Fuel Tanks- Pe��ank $50 STANDPIPE SYSTEW! Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUNIP Acceptance Test $45 persystem Camp Fire $25 � Per Pump $100�7 Hydrant Flow $75 ConVolled Bum $100 � _F1RE-AL-ARAR�SYSTEt�i�/ Hood/Duct $50 � 0-25 Devices ,,..--�'"� $50 �FIRE-/!L-ARR9_SYSTEIIA`�•� Place of Assembly $50 Mnual �-26..plusDe'vices $T00 System Acceptance Fire Protection $25 SUPPRESSION SYSTEP�S �eC`a(I Accepta?�� � $50 lammable Appllcauon $50 nnnuai � � � Wet $ OTHER Waste Tire Storage $50 au,uai J� Dry $ 0 Fire WaIVSmoke Wall p wau Generator<KW $100 � `, CO2 $50 $25 per tank Generator>30 KW 150 �, � � Other $50 Natural Gas $25 persystem BiaHazard Waste $100 nnnuai �"' W lCITCHEN EXHAUST Fumigation Tenting $50 Q W� �Hood/Ducts $50 Tent 10k10'or greater $15 per tent Torch PoUApplied $50 � N� OTHER Fire Pump $45 Haz.Materials $100 r�nnuai 8 LP InstallaUon per tank a50 Fire Suppression $30 �� � Fuel Tank Installation $50 System Acceptance j �� (Per Tank) $50 Exhaust Hood/Duct $30 � �� �Natural.Gas InstallaUon $50 B Re-inspection DBL �Y �"� �� (Per System) {other than annual) �Spray Booth $50 �Inspection scheduled DBL � and pncelled less than / 24 h0urs `� � � Construction Insp. N/C � � 8 Emergency Vehicle A� 50 FALSE ALARM PLANS TOTAL� IIdSPECTION TOTAL '�a PERNiIT TOTAL .��v TOTAL� ��� a �'�+`� GRAND TOTAL � Comments: � r -` �Sli � ,. ^ r < ..; � � ` � ,� u+ G' -� �� � , Date: Inspector: nm ��PHYR���L� F�R� DEP��T�l1��fT 38410 6th Ave Zephyrhills, FL 33542 F�F�� SERVECE t1SEl� �EES �� j Occupancy No.: �3�'- Plan No.. Contractor: Business Name: .S'v�'!z-�=%"� Biliing Address: Business Address;_ ��a� ,,��ss.� ��.r.s Business Phane Na.: '7a� 3�7� �',�,s' Billing Ptione No.: Business Fax No.: �i!ling Fax N�.. Contacf:_ ��,g ;�+�-,+� Confact: FlAN REVIEW FfES INSPEC�'ION FEES , PERNIIT FEE FALSE ALARM FEE �Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C Mult►-FamtiytCammerc(a4 AS sf 'ist Re-Inspection N!C , Standpipes $�0 2nd�kia�rn N1C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C �Plan Revisions DBL 3rd Re-3nspecUon $250 Hoads $50 4#h A(arm $9QQ 4th Re-Inspection $500 ' Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Atarm $2Q0 8 0-25 Neads $50 viola6ons carrected} ;, Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100� SPRINKLER SYSTEAAS Fuel Tanks- pertank $50 STA4IDPIPE SYSTEM Hydro Undergrounds $45 Sparkters $10d �Per Riser �$50 Hydrostatic Test $65 per system Ftre Works $500 FIRE PllN➢P Atxepfattce Tesf $+�5 persystem Camp Fire $25 �Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FtRE ALARM SYSTEM HoodtDuct $50 • 8 0-25 devices $50 FIRE ALARM SYSTERfl Place of qssembly $50 annuai 26 plus Devices $100 8 System Accepiance $50 Fire Frotection $25 StlPPRESSiON SYSTEAAS F2ecail Accepfance $50 Flammabie Appiication $50 Mnuai Wet $50 OTHER Waste Tire Storage $50 Mnual . Dry $50 Fire WaItlSmoke WaII $15 per waii Gertera#or<KW $100 CO2 $50 LP Gas $25 Pertank Generator>30 KW 150 Other $5Q Natural G�s $25 persystem Bio-Hazard Waste $1OD Mnnaf KITCHEN EXHAUST Fumigation Tenting $50 �HoodlDucts $5Q Tent 10k't0'or greater $15 Pertent Tarch PotlAppliecf $54 , OTHER Fire Pump $45 Haz.Materials $100 annuai GP Inst�uauon per tank $50 'Ftre Suppression $34 , fuei Tank tnstailation $50 System Acceptance (Per Tank) $50 Eachaust Hood/Duct $30 �Natural Gas Iastaltation $50 Re-tnspeC#ion D8L (per System) (other than annual) ❑S(}rd}t$OOfh $5d �Inspection scheduleti D8L 8 and cancelled less than � 24 haurs " Constructlon lnsp. N/C EmergencyVehicleAs $50 PALSEALARM _� _`______ ---- - ------PL�4NS TOTA1���—INSPE�TiO�t-TOTAL�� _---- PERMITTOTAL�_ --- —TOTAL� GRAND 70T,4L i�'�"' .5'r,�-� Comments: � � Date: .S�"�i I"") inspectar: r _, � nm :_Q:_,. _� , _ r,'�+�'+�- -s'�, '.__5. �;�. ,,.__ , ,;cr � =r.7r`�ir�t�r'_., i,:: �n. '� ��.•. k - i/�o +*�`,'*......� Cl�Of Z��lyI'1'll11S BUILDING PLAN REVIEW COIVfMIENTS Contractor/Homeowner: �p./'�l� �j�/'� �J(�7�yj Date Received: jp� • �. � �p , Site: 7 r�SO c/ ���Q �fl� . Permit Type: �' !?2 �,i'r1(.t'� ��Ol.'l . , 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. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments aze present) - - . . +�� �v"' \ Jacqueline Boges �. P From: Bill Burgess � V Sent: Thursday, May 26, 2016 2:14 PM 1�,��., _ '1 To: F ea er; Jacqueline Boges � :�.tJ t Subject: _ RE: Suntrust concept plan for Connection Fee calcu a ' �� J�, Transportation Impact Fee Fast Food Drive Thru =$26,944 per 1,000 square feet Bank=$17,579 per 1,000 square feet Water Impact Fee Fast Food Drive Thru =$64.10 per seat Bank=$384.60 per 1,000 square feet Sewer Impact Fee Fast Food Drive Thru=$72.16 per seat Bank=$432.95 per 1,000 square feet Public Safety Impact Fee Non-residential=$354.90 per 1,000 square feet (which includes the admin.fee) Water Meter Based on size (unknown) From: Fuentes, Heather[mailto:hfuentes@cphcorp.com] Sent:Thursday, May 26,20161:09 PM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>; Bill Burgess<bburgess@ci.zephyrhills.fl.us> Subject: RE:Suntrust concept plan for Connection Fee calculations Jackie, From our previous phone conversation I am also aware that site approval is needed before building dept. can review/approve.Also,when will the connection fees be available from Kalvin? Thank you, Nikki Fuentes Administrative Assistant CPH 941-365-4771 Cele6rating 35 years of Design �xcellence From: Jacqueline Boges [mailto:jboges ci.zephyrhills.fl.us] Sent:Thursday, May 26, 2016 12:05 PM To: Fuentes, Heather; Bill Burgess - Subject: RE: Suntrust concept plan for Connection Fee calculations 1 i i i i i � i i '""__'_______'_ � „ i `�� i i � �/ '� i l /• i'_— - � `I "'� .��i i i I i i /�� i i � ill �^� i� � � ' i , � � i , i � `'_-'------' � , i I � l; i 7.' i i i '_"—"_ __r _3'_ _'___ = L__'� __� —_""'_' I :'ti� i � i il i `. j�� � '— ,� � i r . i � � /� r'� : i � i . � \ '_ "__" ___'____'_____"" i � . ii i� ) � i I 1 1�i1 I i' i � �i i 0 i � i �� i O i I i lil i1l i i' _"_i i i i . i i i i i i � i i i �� � � � i i i � i i � 4�� - -- , , , ; � { I a � ar � � I � , � ; ^'`.`'_.�-�"::� � � � e t � y0 A i i i i �• � i � �� i i i i . �_� � ,. � i • � " i �'._'__ � � i � i i � i i � i ii__________'__"__"_'__"__'_"_"_'____'____"_'__"_'_i � i r-'; �� i i I i i � � i i � � i � . __'__'J "___'_� I � � � � � I ____� � ` `-----'�._ r-- o�u�eou�ev,wo U.B.NWY.NO.301 e�e'_. �°�R� �� � E R i{ p � a� d ;� p ' � i: � ' ,a o � �x—� � CONCEPTUALSITEPLAN E� o^^M' � � � Z � ►S'UI��UST ��`��E�spi� ea�€������s�������� x rr �ie g E9` +°" � cmorgrxrwnus��owua i � `�ya � =���� ALPHA VILIAGE ESTATES PHASE 1 ��cssg c$AF � PLAT BDOK 19 PAGE 69 ,.,b�¢��eg �. �e ��w wu e�e d�� �I I ����t� ' � � � � � � .o�� � � � � r � '° � � Ixeunrui•� � � : � � � � ;saxin e���rm � � � -------`----'-- �... ---------- - - — -- - - � 1 , ' _._ _ _--_ __ ___ _.___ ___ ___ __ _. __ _�\..e.e.a-...�- i i � - - i i � ���� A ' n� o , i nn• g 4.55 ACRES .�... .me v ..m� ..owv '.. 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I x G7 DEVEIOGER: ' IIlIDOANER ' S�OR� �s�ar. saaeairv T �°'°'�A§ �t[ au.wnmomp�nca euu..wo�y�a.umi ^�"maenau w �C01� �i d 1 � � . � � IllllllllllilllllllllllllllNllllllllllllllllllilllllllillll � 2017091463 . � - . - -- -- ------ --- -�- ----- ---- -' � , Pertnil No. Parcel ID No 34-25-2I-0ISU-OOuaDA020;7B09 Gn1i Blvd Zeph'yrhills,FL 33541 � NOTICE OF COIVIMENCEMENT State of �oridu County oi Pasco THE UNDERSIGNED hereby gives notice thal improvement wip be made la ceRain real property,and in eccordance with Chapter 713,Florida SlaWtes, l the.following in(ormation is provided in Ihis�Notice,of Cominencement: �B O� . 1. Oescription of Property: Parcel Idenl�calion No. 34-25-21-015D-00000-0020 - ��� so-ee�Aad�ess:7809 Gall.Blvd Zephyrhills, FL 33541 ,p e`..` �. F,. 2. General DesCfiption o(Impravemenl New Build of a Suntrust Bank Branch-Outpurccl-includes all building nnd sitework associated�rith the project. .��„� - N N J � � 3. Owner Infortnadon or Lessee infartnation A the Lessee contracted for tha improvement: 3 w Suntrusl Eank,a Georgia Banking Corporution ���„� - Name • —1� 200 S.Orunge Ave Orinndo FL ` " p Address City ' � Slate p�.. Interest in Property �nseho�d i��� Name o(Fee Simple Titlehaldar: Hill Grny Seven.LLC � �� 1750 Ci View CTR (�f di(ferenl from Owner listed above) ' • (7 B h' OVIEDO FL �r+ B Address � � 4, Conlractor. Gerardi Construction,lnc. ��ty State I� ' Name 1604 N.]9th Slreet Tampa F[. � Address City State Cordractors Telephone No.: BU-ZqB-'s34� 5. Surety' n/a Name � Address City ' ' State ' Amount o1 Bond: $ Telephone No. 8. lender. "�� ' �D I Name " �c ' Address City S�ate � ��+D ' Lenders Telephone No. ��� 0 7 Persons within lhe State of Florida designated by lhe owner upon wham notices or other documents may be serded as provided by �m z Section 773.73(1)(a)(71,Florida Statutes: (/��'m Robert Hoak-Lincoln Harris-Project Manager �\i/�r i Name • ��J I 4J50 Congresg St Suite 175 CLarlotte NC ��o Address City Slate i�tD� Telephone Number of Designatad Person: �04-390.5215 � 3 � 0 8. In additlon to himseff,lha owne�designates Robert Hoak-Lincoln Horris-�Projecl MoanRer p{._ � �i Lincoln Harris � �~•� to receiva a copy of the Lienors Notice as provided in Section 713.13(1)@),Florida Statutes. c•-� Telephone Number of Person.or Enlity Designated by Owner 7Ua-a9u-sils i�� >� �� 9. Expiratlon data af Natice of Commencemenl(tfie e�iratian dale mey noI be hefore the completian of conslruction and final payment lo Ihe �o canVactor,but will be ane year from ihe date af recording unless a diNerent date is specified): �. WARNING TO:OWNER: ANY PAYMEtdTS MADE BY THE OWNER AFTER THE EXPIRATION OF TF{E NOTICE OF COMMENCEMEM � ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STA7UTE5, AND CAN � RESULT IN Y.OUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERIY. A NOTICE OF COMMENCEMENT MUS7 BE � � RECORDED ANO POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT rrt W1TH YOUR LENDER OR AtJ ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEPIT -- � Under penalty of perjury,I dectare Ihat I have read the foregoing notice af mmencement and th fads stated therein are Irue to the Cest of my knowfedge and belleL � � STATE OF FLORIDA � COUNTY OF PASCO Signa ure f Owner or Lessee,or Owners or Lessee's Autho'zed Ofilcer/��o�rtnerl`arna�-ger���+�� ��� � A Ci , R� Signalory s TitlelOffice The fore oin icns�trum/a�n,f�w,a�,sp a��c*I�nowledged hefore�me this�,day ot V�1 V.. ,20�,by �Z/�� ,'` �V f��, ���S� �Vl. Y IC ll 1LN 1 as �(type of authoriry,e,g.,officer,trustee,attomey In(acq for � (name p �on be� If af whom instrument was executed). Personalty Known�,0�Produced IdenGfication❑ Notary Signeture 1�AAJ��. Typa of Identification Producad Name(Prinl) � ,� � ���Y p��� IYIEL�NA VALENClA ;o'"" �at;•t '�. .�. Notary Publlc-State M fbrida �•: :•- Commissian N G6 007719 =;,���`�Q:° My Comm..�fxplree Jun 30 2020 wpdatalbcs/noticecommencement�c053048 �''�������" BondeO.tArouqh NaBonal liota[y Assn. ������������ � o � � �� �TfaT�. t�F FLQ�i£?A, COUNTY QF P.�S�C} • THIS 1S TG�G��TIFY TNAT THE FORcGOiNG IS A ��' ���—�� , '. � TRUE AND GORRECT GdPY OF THE DOCUMEI�IT ,�;r,.,,st � ON FILE OR�F PUBLIG RECORD fN THIS OFFfCE � � In��� ' �" �y$ WITN MY NANQ A D OFFIGAL SEAL��S `��� ���� . __�DAY OF � 2 t � �' �„��"�'� �_.� s� PAULA S O'NEIL, RK& COMPTRC}LLER ,� '�, �£i�r ,�f;�P ,� �.`i;;�%���� ����-_-- ,-.��� BY DEPUTY CL.ERK ����� ; � ° d.; _ �I:� -= .',fj - :in`3<;�: - ',E:,: --.�<`� _ . - ��' - - , - - :y s - - - _ _- - - - � . - - _ `��;:,• - = �:i'-:°: . — `;i=-.`=+` — - - �.F`*;�c.�J ��r- - -- `r`��i ' ' _ .�. -- ' ' ' _ '" _ _ _ _ - - vy,� _ - - - - �.i.;=` - " - '- - - -- - - - - ;t�, � -_ - - � _ - - - _ ' _- _ _ - - - . :F:I` - - - - - �:ri - 0 d `` �B�=`i`��� a� �iYv - u d r.i� ;�C�� :d�� _ o e� wi� - �-F �h�,:. ft ,E� a. ��. di���i :n.�` _ . r t 0 =2� �.;1:4'f� 0 ��E�: n,� .,:� er` _ ,.n� �.9� �-:Co se:r�. -i. . �, ,.�.. ,at on,.. : ,)=�::;:�. , :, .<< _ .�_ �l-�� - - .,r�..: _ _:JY`�_.. ,..,. .-.: , , :.. , . ._. ,,;..,�.: . - - - - - -=,r. . . ,.. ._:., : ..,:: ,� _..,.:,.: _ - - - s�: _ - - - .- - _ - .�;. . _ - - - -- --- -_ _ - - _.. . . -- - �>>- - - _ - - - , ., ., _._ �,, _ _ - � ... , -. . .. , ; �. ,., . . . ; ..:- _ - - - - �:, _ _.�.�.� - - .�; - - - -_ - -.:;= _ - -- - - - - -�. - - - _ _ :��;,.;_ _ _ - - - ,,� - - ��. - - - - ,�,::� _ - - _ :;,� - - ;. - *'=' , ;i�' �;�`w ' � - -- - � - - - i7� �.i. , _ ;T;ti` __ - - . _ , . - �E` °;=` - l ne�r: G �u' - e�'Su�` . m`m' -,FI' iifl: aLJ Com��2� 01` -9 - 5r�'Effec�iv� . . f,,,,., ... - Y::,: ..9.- _ _ .,.,, t .e�Date:..Ju�ne-�3A`���20:1:5� _ .. �..:� ; „ , - _ ,. .; .�.. . .. .<,; 1 ,,: - - - - - :. , - ,�." - ___ - ..i;: ' . _. _- _ ' .� l _ ' ' ' =:i:" -- " - _ - _ - _ ' - .,:f�-= =- -:- ' - _ _ _ "j�`,i � _ - Y,;�..� ' ' !C.rv _' ... , � . - �.r.7�'°. -- -_ :�E: .1,- _ CC:�2 2:"{T�.; 0. ot'�J���;rB;��i- a u l in'° d �PerforrYi��' '�'^ . ance`�Com'��'IiLa'nce�:.CO=�tion:=� � _ _ �.i. - _ _- �5;.�:.��:, = - = P-- p_. - .- , . . � ,. .. ., ._„ - - - - - >.,�- - - - - . - , - =- - ..;� - -� _ =_ --- - _ _ _ _ _ -_ �'M1V y _ = _" , " .�i" _ _ - ' - _ _ _ _ " " ., : _ _ :A` _ _ � ' ,.r�: .4',r;_'� - _ !r, _ . � ' _ _ _ - a,j' . ;`,.i' _ ' _ - - � ._ '' _ .- ;.j - - -'-- - - _ ,. - ' '_ '_- .- -- -- _ - :_ ' ' " _ ":� ' _ _ _ - 'fl�� " ' ' _ .- , , , _'"_- _ , . ' _ - -_ ' =+ - _- - _ _ ' _ _ - _ - ..- _ _ i�l. Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: ❑ This Checklist ❑ An Input report generated from the software just after completing compliance calculations without any further changes ❑ The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports ❑ Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report l' � i ;1 r, ,� � `; ,�',; �i � EnergyGauge SummitC�Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 ; 9/9/2016 Page 1 of 13 i � ; � , , � � �i ,� 6 � I PROJECT SUMMARY .� �� , Short Desc: SunTrust Zephyrhills Description: SunTrust Zephyrhills i Owner: SunTrust Addressl: Gall Blvd City: Zephyrhills Address2: State: FL Zip: 33541 Type: Office Class: New Finished building Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600) Conditioned Area: 3202 SF Conditioned&UnConditioned Area: 3202 SF No of Stories: 1 Area entered from Plans 3202 SF Permit No: 0 Max Tonnage 8 If different,write in: _ Compliance Summary Component Design Criteria Result Gross Energy Cost (in$) . ' - � 2,230.0 2,932.0 PASSED LIGHTING CONTROLS PA5SES EXTERNAL LIGHTING No Entry HVAC SYSTEM PASSES PLANT No Entry WATER HEATING SYSTEMS No Entry PIPING SYSTEMS No Entry Met a11 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 SummitC�Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 9/9/2016 Page 2 of 13 , ;}';-� � . '`�I�i� CERTIFICATIONS ��`� i,�,;;,, �� ..,.� I ��� ��;; I hereby certify that the plans and specifications covered by this calculation are in compliance wi h the ;;` Florida Energy Code ;i;'• J �;'. Prepared By: Luke Johnson Building Official: ,� ih;'� Date: G ���� i!",� Date: ;: i�,�. , �,r. 4;' .�'.:,� I certify that this building is in compliance with the FLorida Energy Efficiency Code �;'1 �; . i��� ,�:`.�I Owner Agent: Date: ! � ��,� ;i;'�',d' �,� If Required by Florida law, I hereby certify(`)that the system design is in compliance with the Florida Energy .�;;, Efficiency Code ;;' ;;:;:, Architect: Reg No: '�. ���������������� t,.. �;• I'i; Electrical Designer: Y��.�� �� �• �F `����. Reg No: h';� :�� ��m����F�,��,�.,����"`� ii';�� �. _`" ° . `'" t', Lighting Designer: B' �B�e a a� a0 �teg No: �,�;„� B ��e6��e i>� 6 Mechanical Designer: John Wood ��"� o = `� I�Eg No: PE-64788 "�'� `����e ST����!" �,�� 'I'� Plumbing Designer: `����`"°���(�,�9��6 "�r;�';'�''Reg No: �`�� ` ,����s �4..�., �� "� „:,�: �;� (*) Signature is required where Florida Law require�l���p��,b���i��f�rmed by registered design j;;� professionals.Typed names and registration numbers �i,���#���fiwhere all relevant information is ;��i� contained on si ned/sealed lans. ��`s 9 P ��,. , �:; ;��� ���� li: . `., �':p 1�, ;� i��'���, ,�k� {�_'� �„' ,.. ,.; ;:; ,;�� ;,_, ;.:_ ;;, I.Y t,�, M!: i;;� `'��� F�i i��� �. ;', ��il i!°� �+b EnergyGauge SummitC� Fla/Com-2014. TAM 2014-1.0 Cor►�plkant Software. Effective Date:June 30, 2015 �''f 9/9/2016 $�� Page 3 of 13 ��',� t� ;,: . ;'1 e i� �, i �; �,, �n , �;i' Project: Sunl�ust Zephyrhills f,'�i �Ytle: SunTrust Zephyrhills � �' e. Office r� TSP ' i s~ (WEA File: Tampa.tmy) ' _�. ��,. r�, I �; Building End Uses �.�. , , i,, ,;. ;� , .;y� I �:- 1) Proposed 2) Baseline i:; ' i'; �. ,,�: �� Total I41.20 219.20 � ;� �' $2,230 $3,449 �! �;� ;, �LECTRaCITY(MBtuJkW 141.20 219.20 I'I h�$� 41367 64234 Iw� �; $2,230 $3,449 ���. ;! AREA LIGHTS i3.�o so.2o ;'� 4012 14710 ,=';: 'r� $2l6 $790 1� `� MISC EQUIPMT as.00 as.00 i� ;; 14075 14075 ° ' , $759 $756 � PUMPS & MISC o.io 0.20 �' ' ��g� 34 49 � $2 $3 � � SPACE COOL s�.6o 6i.2o � 16866 17943 ; $909 $964 � SPACE HEAT 2.60 2.so � 749 728 � $40 $39 i �' VENT FANS 19.2o s�.�o 'i 5631 16729 �� $304 $898 f�; — � Credits Applied: None PASSES R Passing Criteria=2932 r., � Design (including any credits) =2230 �: Passing requires Proposed Building cost to be at most 85% of , � Baseline cost. This Proposed Building is at 64.6% � l± F µ � EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 �; 9/9/2016 Page 4 of 13 i � k r � ; External Lighting Compliance � Description Category �radable? Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sqft or ft) None � Project:Sunl�ust Zephyrhills 'I�tle: Sun�ust Zephyrhills ' Type: Office (WEA File: Tampa.tmy) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance Block Core Load 18,001 Bank/O�ce Banking Activity Area 2,036 5 1 PASSES Block Load Exteri� 18,001 Bank/O�ce Banking Activity Area 1,098 3 1 PASSES � 114 IT 18,001 Bank/Office Banking Activity Area 68 1 1 PASSES PASSES � � � � € � , EnergyGauge SummitO Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 ''� 9/9/2016 Page 5 of 13 ;} I � �{ :`i a Project: Sun�ust Zephyrhills 1�tle: Sunl�ust Zephyrhills � Type: office (WEA File:Tampa.tmy) System Report Compliance AH-2 System 1 Constant Volume Air Cooled No. of Units Split Systean<65000 Btu/hr 1 Component Categoay Capacity Design Eff Design IPLV Comp- Eff Criteria lPLV Criteria liance Cooling System Air Conditioners Air Cooled 57100 14.50 13.00 14.50 PASSES Split System<65000 Btu/h Cooling Capacity Heating System Electric Furnace 1 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 1800 0.35 0.82 PASSES System-Supply Constant Volume DCF-1 System 3 Constant Volume Air Cooled No. of Units Split System <65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Cciteria lPLV Criteria liance Cooling System Air Conditioners Air Cooled 18000 15.30 13.00 15.30 PASSES Split System<65000 Btu/h Cooling Capacity Heating System Electric Furnace 1 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 1500 0.80 0.82 PASSES System-Supply Constant Volume FCUs System 3 Variable refrigerant Flow No. of Units System 1 Compone�t Category Capacity Design Eff Design IPLV Comp- Eff Criteria lPLV Criteria liance Cooling System VRF Air Conditioners Air 96000 14.10 1120 20.00 13.10 PASSES Cooled 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 1 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 3419 0.20 0.82 PASSES System-Supply Constant Volume PASSES EnergyGauge Summit�Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 9/9/2016 Page 6 of 13 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance ��� � None �1 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance � �None � Piping System Compliance Categary Pipe Dia ls Operating Tns Cond Ins Rey Ins Compliance [inches] Runout? Temp [Btu-inthr Thick[in] Thick[in] [F] .SF.F] None � � i 9 . � i � � ; ; .� EnergyGauge Summit0 FialCam-201�4.TAM 2014-#.0 Compliant Software. Effective Date:June 3Q, 2015 i 9/9/20I6 Page 7 of 13 3 � � ; , P • 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 Ex � _ _,-�,.;._.�______-�� _ --.�,�-�. � n,;:�,- ; _-�5-�" �_ -_ = ---- : _°_7.-To:�be=checketl�b°-:Desi rier-o�:En ineer;°-_ ==- --� _ - _.,�.. - - -- _ - - _Y. �.J .� = w�.g_�_�_�.�_w__���___,A:_.::::,;._:.z__ . - ���=�..�.- �:�..�::�=�. _��;��: �.,_. --._.,.�;�.�= Fenestration 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: � � � 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 Eicit 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.i.t Mechanical Air economizers provided where required,meet � � � the requirements for design capacity,control signal,ventilatiori 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 economizer control. SYSTEM_SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating � � � energy use during normal operation. 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. � � � 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 � � � combined rated capacity>=1100 gpm meets minimum efficiency requirement:>=38.2 gpm/hp. [=''>-�-_-�._—_---,-�� ---�--.r--�� _ �^-s---s.�_.;•--�-�--�,_T,.a��.--,-�-,,.-._—_, --- — _ _: _ 2 = _ ---- -�-=�4: - :2:"To=be.checked�:b�:Pian�Reviewer �,� _- _ �.�. N`a�' - _; �= =-- - : - - - _ Y _., � - ---- _ �` - �.���_:r_�_--- --__�_,..�.___�.=._v____�_...�..�.-_-_�_.�__ __�:._._�._�_�__�__:__:�_�.. _.����..___.,'�;4�._�.� _.F...�__:�..��.x�:�:.����--.� Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. � � � Doors have self-closing devices. Insulation � C402.2.6 Envelope Slab edge insulation depthllength.Slab insulation � � � extending away from building is covered by pavement or>=10 inches of soil. Plan Review C103.2 Envelope Plans and/or specifications provide all information ❑ � � with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge SummitC�Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 9/9/2016 Page 8 of 13 Plan Review C103.2 Exterior Lighting Plans,specifications,and/or calculations provide ❑ � ❑ ` all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. Wattage C405.62 Exterior Lighting Exterior lighting power is consistent with what is � � ❑ shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review C103.2 Interior Lighting Plans,specifications,andlor 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 standard are claimed. Load calculations per 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 � � � return for hot and chilled water are not used. SYSTEM_SPECIFIC C403.4.3.2 Mechanical Two-pipe hydronic systems using a common ❑ � ❑ distribution system have controls to allow a deadband>=15 4F,allow operation in one mode for at least 4 hrs before changeover,and have rest controls to limit heating and cooling supply temperature to<=30°F SYSTEM_SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a � � � 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 connections. SYSTEM_SPECIFIC C403.42 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. SYSTEM_SPECIFIC C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled � � � VAV boxes reporting to central controller based on i the zones requiring the most pressure. i SYSTEM_SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air � � � y temperature reset controls. .I SYSTEM_SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h � � � ' designed for variable fluid flow i r EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 „ 9/9/2016 Page 9 of 13 � . � G 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 device. Plan Review C406 Project Plans,specifications,and/or calculations provide � ❑ � all information with which compliance can be determined for the additional energy efficiency package options. 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. �--�=-�--rs.-�. --,�--,-,:---T_• -..---�;—_.--.�-,�, _ -�, r - . �—„—.•;1]n—�---..•• ._----. i— .;�^.,^1�..�;.mn•T.'^a::"...,r -_ , _ :Ins `ec ��� - - --T,.:� _ �,f: �; -_ - -_ _ _ �_ . -:3:'To b��checked�ti tor.::. �,.. ; _ -_ - ._-- _ - �. - ��.�:�::°-. . - - _ .Y P_. -��::i :�_:�: .�,.,,,,�____..��_�_..._.� �..�.�:`�:..,.=Y_....�...__._.r::._._„- _..�,_..�.�__- -_�,- __�L.::a.::.s<k::�.:�;�'d�__.._��,�:3�:-��`yr,_�'��:_ Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air ❑ � �Jµ - 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 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 � � ❑ NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to � � � performance labels 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 manufacturer's � � � 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. 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 Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 9/9/2016 Page 10 of 13 � Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation � � � � requirements cannot be installed 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. Controls 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 � � � lighting load by at least 50%. Controls C40522.3 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 door that 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 are equipped with � � � required lighting controls. Controls C40522.3 Interior Lighting Enclosed spaces with daylight area under � ❑ � skylights and rooftop monitors are equipped with required lighting cantrols. Controls 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,demonstrating proposed watts are less than or equal to allowed 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. 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 Inspection. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible � � � heating panels have insulation>=R-3.5. � HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static � � � � pressure and location. HVAC C40822.1 Mechanical Air outlets and zone terminal devices have means � ❑ � i 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. � � � x ,s r EnergyGauge Summit0 Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 - 9/9/2016 Page 11 of 13 t HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap � � �� restrictions. 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.) SYSTEM_SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically � � � switch off the recirculating hot-water system or heat trace. SYSTEM_SPECIFIC C404.2 Mechanical Heat traps installed on non-circulating storage � � ❑ watertanks. 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 Table C403.2.3(3). SYSTEM_SPECIFIC C403.4.2 Mechanical VAV fan>=7.5 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 installed for preheating of service hot water in 24/7 facility,water cooled systems reject >6 MMBtu,SHW load>=1 MMBtu. SYSTEM_SPECIFIC C403.4 7 Mechanical Hot gas bypass limited to: ❑ ❑ � <=240 kBtu/h—50% >240 kBtu/h—25% SYSTEM_SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by � � � • a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM_SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. � ❑ ❑ SYSTEM_SPECIFIC C4032.4.1.1 Mechanical Heat pump controls prevent supplemental electric � ❑ � 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 ❑ ❑ � SYSTEM_SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated � � � SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or externally heated piping � � � insulated 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 burning 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. EnergyGauge SummitO Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 9/9/2016 Page 12 of 13 �i �' . f,i ' Testing C408.2.3.2 Mechanical HVAC control systems have been tested to � � � �:; ' ensure proper operation,calibration and •-• adjustment of controls. �: Mandatory Additional C406 Project Efficient HVAC performance,efficient lighting ❑ � � system,or on-site supply of renewable energy ;�� consistent with what is shown the approved plans. �f Insulation C402.2.8 Project Bottom surface of floor structures incorporating ❑ � � ,ji radiant heating insulated to>=R-3.5. ?'� F. a�•` �� 4:..To`;b�e�ctiecketl�:by�Inspector�at��Project Com;pietion:,arid.,Prior:to�Issuance"of;;'� �;°� i�, ,, .,.,. - _,,._�. ; .�. , - . , _ _ , - . ;, _ �; �: _ ,_- - -',,,kr:= - _ te�of=0cc - = - - - - � - - -- - - - }r- - _-.�..�...; �:Certifica upancy - _ _ _ -:« _ �� ;;s ,_. � "..�-�•,.,: , . •�, ., '� =�,..��.��,;',� � .� �- � . •.�,r.r. ..:,b r„ Post�Construction C408.3 �Exterior Lighting Lighting systems have been tested to ensure-W��� �❑�❑p� �,�` proper calibration,adjustment,programming,and ;,� operation. i';9 Post Construction C408.2.5.1 Interior Lighting Furnished as-built drawings for electric power � � ❑ ;;j 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. i�` Post Construction C408.3 Interior Lighting Lighting sys�erps have been tested to ensure � � � !'�,� proper calibr�tioh,adjustment,programming,and '� operation. ;;; Post Construction C408.2.5.1 Mechanical Furnished HVAC as-built drawings submitted � � � �'� ;� within 90 days of system acceptance. ;I; ,�i Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems � � � `` within 90 days of system acceptance. 'j;'! Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is � ❑ � �� provided for HVAC systems. f'A: ;:. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered � � � ;:;� design professional or approved agency. ��;; �:� Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and � � � ±,, certified by registered design professional or approved agency i.: 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 � � � t' proper operation. '{;�; Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper � � � �'a� operation. F'' i't'; � i''). i;s, ;i. !"> .�li�d ;,, ,.�.� :� ���. , ?':h �;, ,�'y �"� � 7 ��.°• :,�s 4* Sl;h� �.�y �':i^ �{} ��:{i h" !V'� t'��� '!"{�� +it, � . t''��! �:!., +'.1' ��' �;�'� EnergyGauge SummitO Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 �'�p� 9/9/2016 Page 13 of 13 ��'�`� � r:��� ;;.,F i i:�, , ;;,`,1 � i��. , �,;;,, � �:__-�---�>�-:,�,�.=..�.q�:.�._PrP_�w:..-,.v. _ - - - - - -- - ---- ...:.--�.��.>_t.�-� �.f.: _ . . .,�.. --.,__- . - _..� -r �-�, - - - -- z= =�z=- - -- zz .....,.,.�r.--�--.--_., -_�� . -- - - - -- - - -.._.__.::-�...�, --�� �._ _�__.r:.-�.__.�- - -��.=4 -_�-�-= . -- - - - - - - ---- .�_. _.._.. . ..� . _. _.., _ �- - - .:_.- . ��_ -_ . ._w,_ � _ �._�-��__ EnergyGauge Summit�v5.20 INPUT DATA�REPORT Proiect Information Project Name: SunTrust Zephyrhills Orientation: North - Project Title: SunTrust Zephyrhills � • Building Type: Office " � ` Address: Gall Blvd - Building Classification: New Finished buildirig � State: �, No.of Stories: 1 Zip: 33541 GrossArea: 3202 SF Owner: SunTrust Zones No Acronym Description Type Area Multiplier Total Area [sf� [sfJ 1 AH 2(Core) Zone 1 Core Load CONDTTIONED 2036.0 1 2036.0 ❑ 2 FCU Zone 2 Exterior Load CONDITIONED 1098.0 1 1098.0 ❑ 3 DFC-1 Zone 3 IT Data Room CONDITIONED 68.0 1 68.0 ❑ 9/9/1016 EnergyGauge Summit0 v�.ZO � 1 Spaces • No Acronym Description Type Llepth Width Height Multi Total Area Total Volume [ft] [ft� [ft] ptier [s�l [��'I In Zone: A�I 2(Core) 1 Block Core Lo,Core System Bank/Office Banking 1.Op 2036.00 15.00 1 2Q36.0 30540A � Activity Area In Zone: FCU 1 Block Load ExFC Sys Bank/Office Banking 1.00 1098.00 15.00 1 1098.0 16470.0 [� Activity Area In Zone: DFC-1 . 1 114 IT IT Data room BanktOffice Banking 1.Od 68.00 15.OQ I 68.0 1020.Q � Activity Area Lighting No Type Category No.of Watts per Power Cantrol'l�pe No.of Luminaires Luminaire [W] Ctrl pts In Zone: AH 2{Core) In Space: Block Core Load 1_ LE�? Genera2 Lighting 25 . Cz" 32 8Q0 Manuai On10ff 1 . �� 2 LED General Lighting 1 63 63 Manual On/Off 1 [� 3 LED General Light3ttg 14 13 I82 Manual OnlOff I [� 4 LED General Lighting 3 15 45 Manual C?n10ff 2 � 5 LED General Lighting 3 10 30 Manual On/Off 1 � In Zone: FCU In Space: Block Load Exterior 1 LED General Lighting 3 13 39 Manuai{)ntOfF 1 [) 2 LED General Lighting 1 15 15 Manua]Qn/Off X _ � 3 LED General Lighting 3 24 72 Manual On/Off 1 � In Zone: DFC-1 In Space: 114 IT 9/9/2016 EnergyGauge Sum�nit0 v5.20 2 ..v=_,--_.=_=-_:_.._._...�n._�:,�-,...,--._..____,...�.._-�. - -- - -- - - - - - - _.<:r._-__.....::._-�,-�-�-�->:.---, ..: �::<.:.�.:.,_,.. -- - --_ - - ------ - - - - - -= -- -- - = - _ =-- --_- - --- - ._,.�... .�:.._��. �:::.. ,-. „ - - - _ - - --- - - -- - - - _�.�. �_•r._;::_-�.�:a-:�:�..�a:r--��..:::.s;�;�::,�:�, . ,.. _�.._�r�;,:� - _...� _.t.;.__.,��.,__,:....._, .; . _ _ -- —- - - - - �-__—:,�_..-_.�>.. .�. ...�,�._..u,�...�..,�._..__rv.,_..�� ---___-___....�.0 —.� _,�_.,.-�.., _m�.._, _, .:.�.�;�-�._�,�..,k..�.N - .:.,.,. . _ a�:�-�:s�:�. - - � -- - �.._. - - -�.:.�.�.=:.:;��....,���•.:�:::s=�:�;;�_�. =�._�,.�_...�:_,�:,•.::....�.. �---�--;-:�•�:-.f-----�-�-•-->,.•-�-�- - - - --- - - - - - ...�-.x:.:.�-..-¢;,_..._.�,.._._ �-u�_._.s.r��.'::��+.:_r'c""3- .c3ae�.��._-�.<:- .-"-""y--.��_' _'"___-.�'_ -- ='.s "'__"_' ` ___'�_..�-=r.�__s� ---:zm-..=_ - . . .. _._�_�_ _ ,.__.."_"_�"'_�"_ _ ____ .f-..- ...--.�.e..^�-r�.�..�._Y^�._ ......_`�. _-•-.�V..�i� 1 LED General Lighting 2 32 64 Manual On/Off 1 � ' WaIIS 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: AH 2(Core) 1 Copy/work Room 0.75" stucco,5/8" 9.00 15.00 1 135.0 East 0.0498 1.059 9.44 20.1 ❑ gyp,R-20,5/8 gYP In Zone: FCU 1 East Load 0.75" stucco,5/8" 63.60 15.00 1 954.0 East 0.0498 t.059 9.44 20.1 ❑ gyp,R-20,5/8 gyp 2 North Load 0.75" stucco,5/8" 64.40 15.00 1 966.0 North 0.0498 1.059 9.44 20.1 ❑ � gyp,R 20,5/8 gYP �, . 3 South Load 0.75" sfucco,5/8" 39.60 15.00 1 594.0 South 0.0498 1.059 9.44 20.1 ❑ gyp,R-20,5/8 gyp 4 West Load 0.75" stucco,5/8" 69.40 15.00 1 1041.0 West 0.0498 1.059 9.44 20.1 ❑ gyp,R-20,5/8 gYP - W111dOWS No Description Orientation Shaded U SHGC Vis.TY�a W H(Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [Sf] In Zone: FCU In Wall: East Exposure 1 PrOZo2Wa1Wi1 East No 1.2500 0.82 0.76 6.00 5.30 3 95.4 � 2 PrOZo2Wa1Wi1 East Yes 1.2500 0.82 0.76 6.00 5.30 1 31.8 � In Wall: North Exposure 2 PrOZo2Wa1Wi1 North Yes 1.2500 0.82 0.76 14.10 8.00 4 451.2 � In Wall: South Exposure 2 PrOZo2Wa1�1 South No 1.2500 0.82 0.76 6.00 5.30 3 95.4 � In Wall: West Exposure 2 PrOZo2Wa5Wi2 West No 1.2500 0.82 0.76 10.20 10.80 1 110.2 � 4 PrOZo2Wa1Wi1 West Yes 1.2500 0.82 0.76 6.00 530 1 31.8 � 5 PrOZo2Wa5Wi5 West No 1.2500 0.82 0.76 10.80 8.00 1 86.4 � � 6 PrOZo2Wa5Wi6 West No 1.2500 0.82 0.76 18.70 8.00 1 149.6 � " 9/9/Z016 EnergyGauge Summit0 v5.20 3 ��ors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens, Heat Cap. R-Value [ft] [ft] plier [sf� [BtuThr.s�F] [lblcf] [Btu/sf.F] [h.sf.FBtu] In Zane: In WaII: ❑ Roofs No Description Tyge Width H{Effec} Multi Area Tilt Cand. Heat Cag Dens. R-Value [ft] jft] plier [sfJ [deg] jBtu/hr.Sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] In Zone: AH 2(Core} 1 Core load Mtl Bldg Roof1R-19 203.60 1.OQ 10 203.6 0.00 0.0492 1.34 9.49 203 ❑ Batt In Zone: FCU ' 1 Exterior Roof Lpad Mtl Bidg Roof(R-19 109.$4 1.Q0 1Q 109.$ 4.00 O.Q492 1.34 9.49 20.3 ❑ B att In Zone: DFC-1 1 IT Room Roof Load Mtl Bldg RoofJR-19 68.00 1.00 1 6$.d d.00 0.0492 1.34 9.49 20:3 ❑ �. Batt � � Skylights Na Description T'ype U SHGC Vis.'I�ans W H(E�fec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [Sf] [Sf] In Zone: In Roof: ❑ 9/9/2016 EnergyGauge SummitOO vS.20 4 . ._,. . . _. . .,.,�.._._.__.�.,v_�w...,=_.�.n_,.�s_..�_� - - - - _ _ --= _ - _ - _ _--- - -_ -_ - = - - - - - � --.-_ ___ _.=-.__� . _...:..w _ - - - - - - - - ..�.Pw...�,G.�. _:.�_�.._h...._..�..._.__.��.�.._.�..._._4_�.._ .._ . __. _._.__. w--- , -,... . ,_.,r,..._,�..����.� , �.�._.... . ...��:..._ ._« �_._:_.���..._..,.__..::z_.�:�....s.�..._.�. ._�.>.r.-;:._.-�:..,,�....s....:..is.,:,�..�,.,-f...�.:-�. _.�,?t:...�r:.�r,§..�s�.a,. .awy: :�`"-'" _ . ...�:�.y„� �� � .-:�� .+.,� �:' ,T.�_.R_�.._,...�.�..�....__,..�.�.,__��_._._�.�. ------ -- - - �-._.=-.:_.:-�-�_-_..�__:�___-.,:_�.�_-_�.:,_.�vs���_ �,��_ --�_ -- - _r._--, .� ----=-=,r-- - _- .. _ �_,-_.:_ T_._ _.i...=:_��-�- -...:. . _ --- - - .._�w_�. .___.____-- --- --- -- - Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu] In Zone: AH 2(Core) 1 Core Floor Load 1 ft.soil,concrete 203.60 1.00 10 203.6 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: FCU 1 Exteroir Floor Load 1 ft.soil,concrete 109.80 1.00 10 109.8 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: DFC-1 - _ 1 PrOZo3F11 1 ft.soil,concrete - 68.00 1.00 1 68.0 0.2681 34.00 - 11333 3.73 ❑ :� floor,carpet and _ ��, rubber pad Systems AgI-2 System 1 Constant Volume Air Cooled Split No. Of Units 1 3ystem<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 57100.00 14.50 14.50 � 2 Heating System 1.00 1.00 � 3 Air Handling System-Supply 1800.00 035 � DCF-1 System 3 Constant Volume Air Cooled Split No. Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 18000.00 15.30 1530 � 2 Heating System 1.00 1.00 � 3 Air Handling System-Supply 1500.00 0.80 � , 9/9/ZOL6 EnergyGauge Summit0 v�.ZO � FCUs System 3 Variable refrigerant Flow System No.Of Units 1 Component Category Capacity Ef�ciency IPLV 1 Caoling System 96000.04 I4.10 20.00 � 2 Heating Systern 1.00 1.00 � 3 Air�-Iandiing System-Supply 3419.00 0.20 � Piant Equipment Category Size Inst.No Eff. IPLV Water Heaters �t'-Heater Description Capacit�Cap.Unit UP Rt. Efficiency Loss ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Contral Type Wattage Laminaires Luminaire [sf/ft/No] [W] ❑ Piping No Type Operating Insnlation Nomonal pipe Insulation Is Runout? Temperature Canductivity Diameter Thickness [F'] C Btu-in/h.sf.k'] [in] [in] ❑ 9/9/2016 EnergyGauge Summit0 v5.20 ( .:��__._�__.____-_��__�-_.�___�_...,.__�.�...�.,..�.. Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASI-IULSg1C1rA11 User Defined 1 1.2500 0.8200 0.7600 ❑ Frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] [ft] [Btu/h.ft.F] [lb/cf] [Btu/1b.F] at o . . . . . BOARD,1/2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 267 Mat1267 0.75" stucco No 0.1563 0.0625 - 0.4000 16.00 0.2000 ❑ 23 Mat123 6 in.Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 94 Mat194 BLTILT-UP ROOFTNG,3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 407 Mat1407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf� [h.sf.FBtu] 1056 Mtl 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 ❑ • 9/9/2,016 EnergyGauge SummitOO v5.Z0 7 No Name Simple MassIess Conductance Heat Capacxty Density RValue � Construct Construct [Btu/h.sf.F] [Btulsf.F] Cinr�t� [h.sf,FlBta] � 1056 Mtl Bldg RoaflR-19�att No No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. jft] Factor 2 23 6 in.Insulation o.soaa 0.000 ❑ No Name Simple Massless Condnctance Heat Capacity Density RValue Construct Coustruct [BtuTh.sf.F] [Btafsf.F] [lbJcf� [h.sf.FlBtu] 1057 1 ft.sail,concrete flaor,catpet and rubber pad Na No 0.27 34.00 113.33 3.7 ❑ Layer Material Material Thickness Framing Na. [ft] Factar 1 265 Soil, 1 ft 1.00Oq O.00Q ❑ 2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET WIR.UBBER PAD 4.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Bhilh.sf.F] [Btu/sf.F] [Ib/c#� jh.sf.FJBtu] l Q60 0.75"stncco,518"gyp,R-2Q 5/8 gyp Na No t}.OS 1.06 9.44 24.1 ❑ Layer Material Material Thickuess Framing No. [ft] Factor 1 267 0.75"stucco d.Ob25 0.000 ❑ 2 187 GYP'OR PLAS BOARD,1l2IN O.Q417 Q.00Q ❑ 3 407 R-19 Generic Insulation 0.414"7 O.OQq ❑ 4 187 GYP OR PLAS BOARD,I12IN 0.�41'7 0.000 ❑ 9/9/2016 EnergyGauge Summit0 v5.20 g System Checksums By ASE AHU-1 -Core Variable Temperature Constant Volume COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr• 7/16 Mo/Hr•Sum of ; Mo/Hr• Heating Design Cooling Heating Outside Air OADBMB/HR: 88/78/133 OADB:Peaks OADB: 38 SADB 56.5 76,4 Ra Plenum 84.0 68.8 Space Plenum Net Percent Space Percent Space Peak Coii Peak Percent Retum 75.0 72.0 Sens.+Lat. Sens.+Lat Total Of Tatal• Sensible Of Total� Space Sens Tot Sens Of.Total Ret/OA 77 1 66.3 Btu/h Btu/h Btu/h (%); Btu/h (%), Btu/h Btu/h (%) Fn MtrTD 0.4 0.0 Envelope Loads : Envelope Loads Fn BIdTD 0.3 0.0 Skylite Solar 0 0 0 0' 0 0, Skylite Solar 0 0 0.00 Fn Frict 0 7 0.0 Skylite Cond 0 0 0 0 0 0� Skylite Cond 0 0 0.00 Roof Cond 0 3,871 3,871 7� 0 0� Roof Cond 0 -1,824 9.95 Glass Solar o 0 0 0 0 0 Glass Solar o 0 0.0o AIRFLOWS Glass/Door Cond 0 0 0 0; 0 0, Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 900 107 1,007 2, 1,103 4' Wall Cond -761 -867 4.73 Diffuser 1,633 1,633 Partition/Door 0 0 0' 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0� Floor 0 0 0.00 Terminal 1,633 1,633 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 1,633 1,633 Infiltration 0 0 0 0 0� Infiltration 0 0 0.00 Sec Fan � 0 Sub Total=_> 900 3,978 4,878 9, 1,103 4' Sub Total=_> -761 -2,690 14.67 Nom Vent 274 274 � AHU Vent 274 274 Intemal Loads � Intemal Loads Infil 0 0 Lights 5,846 1,461 7,307 13� 5,846 19� Lights 0 0 0.00 MinStop/Rh 0 0 People 9,350 0 9,350 17• 5,205 17� People 0 0 0.00 Retum 1,633 1,633 Misc 14,270 0 14,270 26; 13,070 43 ; Misc 0 0 0.00 Exhaust 274 274 Sub Total=_> 29,466 1,461 30,927 56� 24,121 79 � Sub Total=_> 0 0 0.00 Rm Exh 0 0 � � Auxiliary 0 0 Celling Load 5,413 -5,413 0 0 5,441 18�Ceiling Load -1,929 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 17,011 31 , 0 0 Ventilation Load 0 -10,390 56.67 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0'Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0� �OvlUndr Slzing -5,255 -5,255 28.66 Ov/Undr Sizing 0 0 0, 0 0,Exhaust Heat 0 0.00 Exhaust Heat o 0 0 •OA Preheat Diff. 0 0.0o ENGINEERING CKS Sup.Fan Heat 2,665 5; ;RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0, ,Additional Reheat 0 0.00 %OA 16.8 16.8 Duct Heat Pkup 0 0 0; , cfm/ft' 0.86 0.86 UnderFlr Sup Ht Pkup 0 0' UnderFlr Sup Ht Pkup 0 0.00 cfm/ton 321.00 Supply Air Leakage 0 0 0; � Supply Air Leakage 0 0.00 ft'Iton 371.62 , Btu/hr•ft' 32.29 -9.70 Grand Total=_> 35,779 26 55,481 100.00 30,665 100.00' Grend Total=_> -7,945 -18,334 100.00 No.People 21 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWBIHR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grAb ftz (%) MBh cfm °F °F Main Clg 5.1 61.0 40.6 1,633 77 1 65.4 75.4 55.0 53.2 574 Floor 1,890 Main Htg -18.3 1,633 66.3 76.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 PaR 0 Aux Htg 0.0 0 0 0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 5.1 61.0 Roof 1,890 0 0 Humidif 0.0 0 0.0 0.0 Wall 599 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -18.3 " Project Name: Zephyrhills SunTrust TRACE�700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative-1 System Checksums Report Page 1 of 9 System Checksums - By ASE ' DFC-1 Single Zone - COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr• 7/17 Mo/Hr•Sum of Mo/Hr• Heating Design Cooling Heating Outside Air• OADB/WB/HR: 87!78/132 ; OADB:Peaks • OADB: 38 SADB 52.7 72.9 � Ra Plenum 75.3 71.g Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.3 71,9 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total � Space Sens Tot Sens Of Total Ret/OA 75.3 71.9 Btu/h Btu/h Btu/h (%), Btu/h (%), Btu/h Btu/h (°/,) Fn MtrTD 0.2 0.0 Envelope Loads : :Envelope Loads Fn BIdTD 0.2 0.0 Skylite Solar 0 0 0 0: 0 0; Skylite Solar 0 0 0.00 Fn Frict 0.4 0.0 Skylite Cond 0 0 0 0' 0 0� Skylite Cond 0 0 0.00 Roof Cond 0 160 160 1� 0 0� Roof Cond 0 -72 9 60 Glass Solar o 0 o o; 0 0; Glass Solar o 0 0.0o AIRFLOWS Glass/Door Cond 0 0 0 0� 0 0; Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0' 0 0; Wall Cond 0 0 0.00 Partition/Door 486 486 3' 486 3. Partition/Door -680 -680 90.40 Dfffuser 668 668 Floor 0 0 0� 0 0: Floor 0 0 0.00 Tertninal 668 668 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 668 668 Infiltration 0 0 0; 0 0� Infiltration 0 0 0.00 Sec Fan 0 p Su6 Total=_> 486 160 646 4 486 3; Sub Total=_> -680 -753 100.00 Nom Vent 0 p AHU Vent 0 p Intemal Loads � �Intemal Loads Infil 0 0 Lights 175 44 218 1 175 1 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0� 0 0� People 0 0 0.00 Retum 668 668 Misc 14,400 0 14,400 91 � 14,400 96� Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 14,575 44 14,618 92� 14,575 97; Sub Tofal=_> 0 0 0.00 Rm Exh 0 0 ' Auxiliary 0 0 Ceiiing Load 6 -6 0 0• 6 0�Ceiling Load -2 0 0.00 Leakage Dwn 0 p Ventilation Load 0 0 0 0; 0 0;Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0;Adj Alr Trans Heat 0 0 0 Dehumid.Ov Slzing 0 0� �Ov/Undr Sizing 0 0 0.00 Ov/undr Sizing o 0 0; o o;Exhaust Heat o o.00 ENGINEERING CKS Exhaust Heat 0 0 0; ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 545 3' ;RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0; :Additional Reheat 0 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0' : cfm/(t' 9.82 g,g2 Underflr Sup Ht Pkup 0 0' � Underflr Sup Ht Pkup Supply Air Leakage 0 0 0� � Supply Air Leakage 0 0.00 ft'kotn n 460.70 46.92 Btu/hr•ft' 255.75 -11.07 Grend Total=_> 15,066 198 15,810 100.00 15,066 100.00 ' Grand Total=_> -682 -753 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coll Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grAb ftz (%) MBh cfm °F °F Main Clg 1.5 17 4 17 4 668 75.3 54.9 31.9 52.0 44 4 31 4 Floor 68 Main Htg -0.8 668 71.9 72.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 251 ux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Tota/ 1.5 17 4 Roof 68 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Tota/ -0.8 Project Name: Zephyrhills SunTrust TRACE�700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative-1 System Checksums Report Page 2 of 9 System Checksums By ASE FCU-1 -E Variable Temperature Constant Volume COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr 7/16 Mo/Hr Sum of � Mo/Hr� Heating Design Cooling Heating Outside Air OADBMB/HR: 88/78/133 OADB:Peaks OADB: 38 SADB 57.0 111 9 Ra Plenum 80.6 67.5 Space Plenum Net Percent� Space Percent� Space Peak Coil Peak Percent Return 75.0 72.0 Sens.+Lat. Sens.+Lat Total Of Total� Sensible Of Total� Space Sens Tot Sens Of Total ReUOA 75.0 72.0 Btu/h Btu/h Btu/h (%); Btu/h (%), Btu/h Btu/h (%) Fn MtrTD 0.3 0.0 Envelope Loads , Envelope Loads Fn BIdTD 0.2 0.0 Skylite Solar 0 0 0 0; 0 0; Skylite Solar 0 0 0.00 Fn Frict 0.5 0.0 Skylite Cond 0 0 0 0� 0 0� Skylite Cond 0 0 0.00 Roof Cond 0 224 224 1 0 0� Roof Cond 0 -176 0.55 Glass Solar 6,674 0 6,674 30, 6,ss3 53� Glass Solar o 0 0.0o AIRFLOWS Glass/Door Cond 1,690 0 1,690 8 1,644 13; Glass/Door Cond -7,152 -7,152 22.33 Cooling Heating Wall Cond 468 121 589 3, 490 4 Wall Cond -342 -435 1.36 Diffuser �Zo �20 Partition/Door 0 0 0: 0 0 Partition/Door 0 0 0.00 Floor 0 0 0' 0 0' Floor 0 0 0.00 Terminal 720 720 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 720 720 Infiltration 10,764 10,764 48; 2,807 21 , Infiltration -11,370 -11,370 35.51 Sec Fan 0 0 Sub Total=_> 19,596 346 19,942 90; 11,903 91 , Sub Tofa/==> -18,864 -19,133 59.75 Nom Vent � o ' � AHU Vent � 0 Intemal Loads � �Intemal Loads Infil 200 300 Lights 0 0 0 0� 0 0� Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0� 0 0 People 0 0 0.00 Retum 920 1,020 Misc 1,371 0 1,371 6� 906 7 Misc 0 0 0.00 Exhaust 200 300 Sub Total=_> 1,371 0 1,371 6� 906 7� Sub Total=_> 0 0 0.00 Rm Exh 0 0 , Auxlliary 0 0 Ceiling Load 337 -337 0 0 319 2�Ceiling Load -269 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 0 0; 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0:Adj Air Trans Heat 0 0 0 Dehumld.Ov Sizing 0 0� •Ov/Undr Sizing -12,888 -12,888 40.25 Ov/Undr Sizing o o o, 0 0,Exhaust Heat o o.00 ENGINEERING CKS Exhaust Heat 0 0 0, ;OA Preheat Diff. 0 0,00 Sup.Fan Heat 881 4; ;RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0, ;Additional Reheat 0 0.00 %OA 0.0 0 0 Duct Heat Pkup 0 0 0 cfm/ft= 3.79 3.79 Undertlr Sup Ht Pkup 0 0' Underfir Sup Ht Pkup 0 0.00 cfm/ton 353.76 Supply Air Leakage 0 0 0� ;Supply Air Leakage 0 0.00 ft'/ton 93.39 , , Btu/hr•ft' 128.49 -168.53 GrandTotal==> 21,305 8 22,194 100.00 13,128 100.00 GrandTotal==> -32,021 -32,021 100.00 No.People � COOLING COIL SELECTION AREAS HEATING COIL SELECTIOPI Total Capacity Sens Cap. Coil Airflow Enter DBN11B/HR Leave DBMIB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 2.0 24.4 15.2 720 76.1 65.3 76.2 57 0 54.2 58.4 Floor 190 Main Htg -32.0 720 72.0 111.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.0 24.4 Roof 190 0 0 Humidif 0.0 0 0.0 0.0 Wall 546 240 44 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -32.0 " Project Name: Zephyrhills SunTrust TRACE�700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative-1 System Checksums Report Page 3 of 9 System Checksums � By ASE FCU-2-N Variable 7emperature Constant Valume - COOI.tNG COIL PEAK C�G SPACE PEAK HEATtNG COiL PEAK TEMPERATURES Peaked at Time: Mo/Hr 7/16 • Mo/Hr•Sum of ; Mo/Hr Heating Design Cooling Heating Outside Air� OADBIWBtHR: 88I 78 t 133 , OADB:Peaks , OADB: 38 SADB 57.0 95.3 . Ra Plenum 82.6 67.0 Space Plenum Net Percent Space Peraent• Space Peak Coil Peak Percent Return 75.0 72.0 Sens.+�at. Sens.+Lat Total Of Tatai� Sensible Of Total� Space Sens Tat Sens Of Tota1 RetiOA 75.0 72A BtuJh Btu/h Btu/h (°/A); Btu/h (%), Btu/h Btu/h (%) Fn MtrTD 0.3 0.0 Envelope Loads . ,Envelope Loads Fn BIdTD 0.2 0.0 Skylite Solar 0 0 0 �: 0 0: Skytite Sotar 0 4 0.00 Fn Frict 0.5 d.Q Skylite Cond 0 0 0 d� d Q� Skylite Cond 0 0 0.00 Roof Cond 0 236 236 5 0 0� Roof Cond 0 -104 1 78 Glass Solar 1,245 0 1,245 25� 1,245 30� Giass Solar 0 Q OAO AiRFLQWS GtasstDoarCond 1,376 0 1,376 27 1,376 33; GlasslDaorCond -4,740 -4,740 81.14 Cooling Heating Wall Cond 233 40 274 5; 233 6; Wall Cond -3A3 -418 7 16 Partition/Door 0 0 0: 0 Q: Partition/Door Q 0 0.00 Diffuser 225 225 Floor 0 0 0' 0 0' Fioor � 0 0.00 Termina! 225 225 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 225 225 Infiltration 0 0 �; 0 0; Infiltration � 0 O.flO 3ec Fan 0 p Sub 7afal==> 2,854 276 3,�30 63 2,854 69. Sub Tota1==> -5,082 -5,282 gfl•�8 Nom Vent d 0 • AHU Vent 0 p Intemal Loads � ;Intemal Loads infif 0 0 �ights 0 0 0 0� 0 0' Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0� People 0 0 0.00 Retum 225 225 Misc 1,6�0 0 1,600 32; 98Q 24; Misc 0 0 0.00 Exhaust 0 4 Sub Tafa1==> 1,600 0 1,600 32� 880 24� Sub Total=_> 0 0 p.00 Rm Exh 0 0 � � Auxiliary 0 0 Ceiling Load 276 -276 4 0 276 7�Ceiling Load -179 4 U.00 Leakage Dwn 4 p Ventitation E.oad 0 0 a a: 0 0•Veptitation laad 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0;Adj Air Trans Heat 0 0 0 Dehumid.Ov Stzing p 0� �Qv/Undr Sfzing -580 -580 9.92 OvlUndrSiztng o 0 0; 0 0;Exhaust Heat o o.00 ENGINEERING CKS Exhaust Heat 0 0 0� ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 276 6' ;RA Preheat Diff. 0 0_00 Cooling Heating Re�Fao Heat Q 0 0, ,Add�tional Reheat 0 0.00 °la OA 0.0 dA Duct Heat Pkup 0 0 0' . cfm/k' 1.98 1.98 Underflr Sup Ht Pkup p 0' � Undertir Sup Ht Pkup 0 0.00 cfm/fon 491 02 Supp[y Air�eakage d Q 0� ;Supply Air Leakage 0 0,00 ft'Itan 24&.44 ' Btu/hrft' 48.30 -51.24 Grand Tota1==> 4,730 0 5,006 100.00 4,110 100 00'Grand Tota!__> -5,842 -5,842 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Tota!Capacity Sens Cap. Coil Atrflow Enter DB/WB/HR Leave DBN1tB/HR Gross Totai Gtass Capacity Colt AirFlow Ent Lvg tan MBh MBh cfm °F °F gr/lb °F °F grR@ ft' (°faj MBh cfm °F °F Main Clg 0.5 5.5 4.8 225 76.1 62.4 62.6 57.0 54.2 58.1 Floar 114 Maln Htg -5.8 225 72.0 95.3 Aux Gig 4A 0.0 4 Q 0 0.0 Q.0 4A O.Q 0.0 0.0 Part 0 ax}itg OA 0 O.Q 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 p 0.0 0.0 ExFlr 0 Tafat 0.5 5.5 Roof 114 4 0 Humid�f 0.0 0 0.0 0.0 �, Wail 453 159 35 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -5.8 Project Name: Zephyrhills SunTrust TRACECa�70o v6,3.2 calculated at 02:53 PM on o8/30l2016 Qataset Name: 16098 14 ZHIILS.TI2C Alternative-1 Sysfem Ghecksums Report Page 4 of 9 � -- System Checksums By ASE FCU-3-SE Variabte Temperature Constant Volume COOLt�dG COIL PEAK Cl.G SPACE PEAK F1EATING COI�PEAK TEMPERATUi2ES Peaked at Time: Mo/Hr� 10/14 � MolHr•Sum of Ma/Hr� Heating Design Cooling Heating Outside Air OADBMlBlHR: 82!72!102 OADB:Peaks dADB: 38 SADB 57 0 91.2 Ra Plenam 93.6 66.4 Space Plenum Net Percent� Space Percent� Space Peak Coil Peak Percent 12eturn 80.0 72.0 Sens.+Lat. Sens.+�at Totai Of Totat� Sensibte Of Totat Space Sens Tot Sens Of Tota[ ReUOA 80.0 ?2.0 Btuih Btu/h BfuJh (°lo)' Btu/h (°{o}, Btuih Btulh (°Io) Fn MtrTD d.3 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.2 0.0 Skylite Solar 0 0 0 0: 0 0. Skylite Solar 0 0 0.04 Fn Frict 0.5 0.0 Skylife Cond 4 4 0 0� 0 �� Sky(ite Cand 0 0 0.00 Roof Cond 0 93 93 1 0 0 Roof Cond 0 -114 0.73 Glass Solar 15,995 0 15,995 89, 15,995 94• Glass Solar 0 0 0.00 AIRFLOWS GtasslDoor Cond -86 0 -86 d, -86 -4 ; GlasslDoor Cond -�3,742 -13,742 87 49 Cooling Heating Wall Cond 208 80 289 2, 208 1 Wall Cond -210 -324 2.06 Diffuser 733 733 Partition/Door -1,091 -1,091 -6, -1,091 -6: Partition/Door -1,528 -1,528 9.72 Fioar 0 0 0� 4 0' Floar 0 a O.D4 Termina! 733 733 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 733 733 Infiltration 0 0 0; 0 0, Infiltration 0 0 0.00 5ec Fan 0 0 Sub Total==> 15,026 174 15,200 85. 15,026 88 Sub Tofal=_> -15,481 -t5,708 100.40 Nom Vent a 4 Internal Loads �Intemal Loads AHU Vent 0 0 Infil 0 0 �ights 1,510 377 1,887 10� 1,510 9• �ights 0 0 0.00 MinStoplRh 0 4 Peopie 0 0 0 0� 0 0� People 0 0 0.00 Retum 733 733 Misc 0 0 0 0, 0 0; Misc 0 0 0.00 Exhaust 0 0 Sub Tafa1==> 1,514 377 1,887 10 1,514 9� Sub FotaJ=_> 0 0 0.00 Rm Exh 4 0 AuxPiiary 0 0 Ceiling Load 551 -551 0 0� 551 3 Ceiling Load -228 0 0.00 Leakage Dwn 0 0 Ventitat9a��oad 4 4 0 0� 0 0,Ventilation�oad Q 0 4.40 �eakage Ups Q 0 Adj Air Trans Heat 0 0 0 0 0'Adj Air Trans Heat 0 0 0 Dehumid.Qv Sizing p 0� �Ov/Undr Sizing 0 0 0.00 OvlUndr S(zing 4 0 0, 0 0 Exhaust Heat 0 0.00 Exhaust Heat o 0 0, •pA Preheat Diff. 0 a.00 �NGINEERING CKS Sup.Fan Heat 898 5; ;RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat Q p 0. .Addi#ional Reheat d O.QO °to OA 0.0 0.0 Duct Heat Pkup 0 0 0, . cfmJft� 5.73 5.73 Underflr Sup Ht Pkup 0 0; Underflr Sup Ht Pkup 0 0.00 cfm/ton 444.68 Suppiy Air Leakage 4 Q 4� ;Sppp[y Air Leakage 0 0.00 ft'lton 77 64 � Btuthrft' �54 56 -t22.72 Grand Tota1==> 17,087 0 17,985 100.00 17,087 100.00 Grand Total=_> -15,708 -15,708 100.00 No.Peaple 0 COOLING COIL SELECTION AREAS HEATING CO1L SELECTION Tatal Capacity Sens Cap. Coil Airflow Enter DB/WBIHR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MSh cfm �F °F grllb °F "F griib ft 2 {°lo) MBh cfm °F "F Main Clg 1.7 19.8 19.8 733 81 1 59.9 43.2 57 0 50.1 42.8 Floor 128 Main Htg -15.7 733 72.0 91.2 Aux Clg 0.0 0.0 p.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 563 ux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 d.0 0.0 0 0.0 0.0 0.4 d.4 0.0 0,0 Inf Daor 0 Preheat 0.0 0 OA 0,0 ExFlr 0 Tofa/ 1? 19.8 Roof 128 0 0 Humidif 0.0 0 0.0 0.0 Wa11 698 461 66 Opt Vent d.0 d OA 0.0 Ext poor p 0 0 Tota/ -15.7 � Project Name: Zephyrhills SunTrust TRACEd�7 700 v6 3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZH(LLS.TRG Aiternakive-9 System Ghecksums Repo�t Page 5 of 9 System Checksums � By ASE FCU-4-W Variable Temperature Cons#ant Volume � COOLING CQIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATUi2ES Peaked at Time: Mo/Hr• 7/18 Mo/Hr Sum of Mo/Hr• Heating Design Caoling Heating Outside Air� OADBNVB/HR: 85 t 77 t 127 � OADB:Peaks OADB: 38 SADB 57 0 83.6 ' , Ra Pienum 84.3 66.8 Space Plenum Net Percent� Space Percent 5pace Peak Coil Peak Percent Return 75.0 72.0 Sens.+Lat. Sens.+Lat Totai Of Tota1 Senstbie Of Total� Space Sens Tof Sens Of Total ReUOA 75.0 72.0 Btulh Btu/h Btu/h (%}; Btu/h (°loj: Btu/h Btu/h (%) Fn MtrTD 0.3 0.0 Envelope Loads ' 'Envelope Loads Fn BIdTD 0.2 0.0 Skylite Solar Q 0 0 Q. 4 0 Skylite Solar 0 0 0.00 En Frict d.5 0.0 Sky(ife Cond 4 d 0 � 0 0 0� Skytite Cond 0 0 0.00 Raof Cond 0 280 280 2� 0 0� Roof Cond 0 -129 1.68 Glass Solar ?,073 0 7,073 57; 7,073 85 Glass Solar 0 0 0.00 AIRFLOWS GlasslDaorCond 1,335 0 1,335 11, 1,335 12; GlasstDoorCond -5,214 -5,214 68•14 Cooling Heating Wall Cond 764 140 903 7; 764 7; Wall Cond -544 -649 8.48 Partition/Door 0 0 0; 0 0' Partition/Door � Q 0.00 DiHuser 593 593 Fioor Q 4 � 0: 4 4: Floor 0 0 0.00 Terminal 593 593 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan 593 593 Infiltration 0 0 0� 0 0: Infiltratio� o 0 0.00 Sec Fan 4 0 Sub Tafat==> 9,172 420 9,592 78: 9,172 85; Sub 7afa1==> -5,758 -5,991 78.31 Nom Vent 0 p ; AHU Vent 0 p Intemal Loads � �Intemal Loads Infl! 0 p �sghts d 0 0 0� 0 d l.ighfs 0 0 O.flO MinStap/Rh 4 0 People 0 0 0 0 0 0� people 0 0 0.00 Retum 593 593 Misc 2,000 0 2,000 16; 1,225 11 � Misc 0 0 0.60 Exhaust 0 0 Sub Tafal=_> 2,OOD 0 2,000 18� 9,225 12 � Sub TotaJ=_> d 0 0.00 Rm Exh 0 0 � � Auxiliary 0 0 Ceiling Load 419 -419 0 0� 419 4�Ceiling Load -233 0 0.00 Leakage Rwn 0 p Ventilation�oad 0 0 0 0; Q o,Veqtttation[.aad d 0 0.�0 I.eakage Ups 0 0 AdJ Air Trans Heat 0 0 0 0 0;AdJ Air Trans Heat 0 0 0 F�humid.OvSlzing p p� � OvlUndrSizing -1,660 -1;660 2�.69 - OvlUndr Slzing o a -a; � 0 0;Exhaust Heat . 0 0:00 ENGINEERING CKS Exhaust Heat 0 D 0, � ;QA Preheat Diff. 0 0.00 Sup.Fan Heat • 726 6' ;RA Preheat Dtff. 0 0.�0 Cooling Heating Re�Fan Heat 0 0 0: :AdditEonal Reheat 0 4.00 °fQ�A 0.0 0.0 Duct Heat Pkup 0 0 0; cfm/ft' 4.16 4 16 Underttr Sup Ht Pkup 0 0� � Underflr Sup Ht Pkup 0 0.00 cfmlton 525.14 Suppty A[r Leakage 4 0 0; ;Sapp[y AIr l.eakage 0 0.40 ft lfas 126.20 � Btulhr�ft' 95.08 -53.69 Grand Total=_> 11,591 1 12,318 100.00' 10,816 100.00 ' Grand Total=_> -7,651 -7.,651 100.00 No.People 0 COOLING COIL SEL.ECTIOIV AREAS HEATIN.C,COIL S�LECTION Total Capacity Sens Cap. Coil Atrflow Enter DB/WB/NR Leave DB/WBlHR Gross Total GEass Capacity Coi!Airftow EM Lvg tan MBh MBh cfm °F °F gr116 °F °F grtib ft2 {°to) MBh cfm °F °F Main Clg 1 1 13.6 12.7 593 76.1 61.6 58.7 57.0 53.7 56.4 Floar 143 ' Main Htg -7 7 593 72.0 83.6 Aux Gig 0.0 0.0 0.0 0 0.4 0.0 4.0 0.0 0.0 0.0 Part 0 ux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Totat 11 13.6 Roof 143 0 0 Humldif 0.0 0 0.0 0.4 Wal� 630 175 28 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Tota/ -7 7 Project Name: Zephyrhills SunTrust TRACE�700 v6,3.2 calculated at�2:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHlLlS.7RC Aitemative-1 System Ghecksums Report Page 6 of 9 _..__ _ - _ ..<__,_. ._......__,�.:v�____--�-.---_.,-:_r._,._--------=---__-„_:_,� - - - - -• .,:__� --__._. _ __ _..._._,, � . ._._ -- - - - - -- - -- - - - -- - - - . ..v,�.-;---;,-.. ._�._. - --- - - - - - - -- - ' . - - - -- - - - - -- - -- -_-: ,� _--..: ._..._--��- _ __ :._,_:__._ �• ...�.. ,_4...___-.P.-=_� - - - - - ..>t�� -�.-_}....-.. �...��.�_.� _._._ . __._..... � ,..- ..__._ : .- . -_ - _- ._;, ,.. ..__ r r , . ._.. .:.x..... - -^' :.: ,x..+__._.,���-..am.�,i-t+e� - - .,....,.::� r».:.�..`k , . . _ _ . ,�.... ::` ;x_� -•.-. �--,.� .. . -'-"� . u.. .... . . � -... -.,.... . . .�.,..�_..�:,.:- - ' . ' ' '_ . .. �. :. . . , _ _. . _ 4____..`_`.�._`__... _ --, ..._ -�_,.._._...e��..e.aw».+ .r . , .. . . ... .. ... . ._�_._,_�4.._-�.�,�_�_._---_. ...__._r-�-=-- - - a.�....,� _. �.._T:._.:: ,---=--- - - -.- - --���-__.__.. ._ �_.r .-: �.. - ---_-�-.--�---.�-�.,_� .�-- - . . --�-...---_s-.__._�_.�:._.�--_�.r._r-_-. _ .. _ __ .. .. _�...__._....�.. _____.__-..�.._,...__.._..� - - System Checksums By ASE FCU-5-Breakroom Variabte Temperature Constant Valume COOl.1tdG CQI�PEAK C�.G SPACE PEAK NEATtNG CQI�PEAK TEMPERAi'URES Peaked at Time: Mo/Hr� 9/16 Mo/Hr Sum of Mo/Hr Heating Design Cooling Heating Outside Air OADBMBlHR: 86!77!12S OADB:Peaks OADB: 38 SADB 57.� 95.7 ' ; Ra Fienum 82.d 67.6 Space Plenum Net Percent• Space Percent 5pace Peak Coil Peak Percent Return 75.0 72.0 Sens.+Lat. Sens.+Lat Total Of Tota!• SensiBle Of Total Space Sens Tot Sens Of Total RetlOA 75.0 72.0 Btulh Btulh Btulh ("/,); Btuth (°Io}' Btulh Btulh {°!o} Fn MtrTD 4.3 0.0 Envelope Loads ' Envelope Loads Fn BIdTD 0.2 0.0 SKylite Solar 0 0 0 0: 0 0: 5kylite Salar 0 0 0.00 Fn Frict 0.5 0.0 Skylite Cond 0 0 4 0� 0 0 Sky(ite Cond o 0 0.00 Roof Cond 0 435 435 6� 0 0 Roof Cond 0 -254 3.31 Glass Solar 1,721 0 1,721 25 2,099 40; Glass Solar 0 0 0.00 AIRFLOWS GlasslDoorCond 250 0 250 4; 17d 3; GlasslDoorGond -'1,171 -1,171 15.29 Cooling Heating Wall Cond 1,365 193 1,558 23, 1,380 26. Wall Cond -873 -998 13.03 Diffuser 289 289 PartitionlDoor 247 247 4 247 5 PaRition/Door -346 -346 4.52 Floar 0 d d� Q 0� Floor 0 0 4.Od Terminat 2�9 289 Adjacent Fioor 0 0 0 0� d 0� Adjacent F�oor 0 0 0 Main Fan 289 289 Infiltration.. . 1,345 1,345 20, 195 _ 4� Infiltration -1,895 -1,895 24 75 Sec Fan , 0 0 Sub Fota�=> 4,927 628 5,556 81: 4,081 _ 78; Sub Tofa1==> -4,285 -4,683 60.91 Noqi Vent � 0 Intemal Loads � ' Intemal Loads AF�U Vent 0 0 Infil 25 50 �ights 88 25 123 2� 98 2• L.ights 0 Q 0.40 MinStopiRh 0 � Peopfe 0 0 0 0� 0 0 People 0 0 0.00 Retum 314 339 Misc 800 0 800 12; 490 9; Misc 0 0 0.00 Exhaust 25 50 Sub Tafat==> 898 25 923 14� 588 11 Sub Tata!__> 0 0 p.p0 Rm Exh 0 0 • Auxitiary 0 � Celling Load 607 -607 0 0� 599 11 •Ceiling Load -378 0 0.00 Leakage Dwn 0 0 VenGiatiort�oad 4 0 0 0; d 0;Ventilation Load 0 0 0.40 �eakage Ups a a Adj Air Trans Heat 0 0 0; 0 0'Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0� •Ov/Undr Sixing -2,993 -2,993 39.09 OvlUndr Sizing 0 0 4, 0 d,Exhaust Heat 0 O.dQ Exhaust Neat 0 0 0� OA Preheat Diff. 0 0.00 �NGINEERING CKS Sup.Fan Heat 354 5; ;RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0. :Additionai Reheat 0 O.flO %OA 0.� 0 0 Duct Heat Pkup 0 0 0, cfmlft' 1 06 1 OB UnderFlr Sup Ht Pkup 0 0' � Underflr Sup Ht Pkup 0 0.00 cfm/ton 461:93 Supply Atr Leakage 0 d 0� ; Suppiy Air Leakage 0 0.00 ft2/ton 435.85 , Btulhr�ft' 27.53 -28A5 Grand Total=_> 6,433 46 6,833 100.00 5,278 100.00 Grand Tatal=_> -7,656 -7,656 100.00 No.People 0 COOLING CQIL SELECTION AREAS HEATtNG COIL SELECTION Total Capacity 5ens Gap. Coil AirFlow Enter DBNYB/HR l.eave DBMIB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg #on MBh MBh c#m- °F °F grllb °F °F griib ft 2 (°la} Meh Cfm °F °F Main Clg 0.6 7.5 6.0 289 76.1 62.8 64.5 57 0 54 1 57.8 Floor 273 Main Htg -7 7 289 72.0 95.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 128 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 O.d 0.0 p 0,0 d.d 0.4 0.4 0.0 0.0 Int Door 0 Preheat O.d 0 0.0 0.0 ExFlr 0 Total 0.6 7.5 Roof 273 0 0 Humidif 0.0 0 0.0 0.0 Watt 732 39 5 Opt Vent 4.Q d 0.0 OA Ext Door p 0 0 Tafal -7 7 • Project Name. Zephyrhills SunTrust TRACEO 700 v6 3.2 calculated at 02:53 PM on 08/30f2016 Dataset Name: 16096 14 ZHtLLS.TRC Aiternative-1 System Checksums Report Page 7 of 9 � , System Checksums � By ASE , " FCU-6-Cash Variable Temperature Constant Volume � I COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr• 7/17 � Mo/Hr•Sum of Mo/Hr• Heating Design Cooling Heating Outside Air• OADBMB/HR: 87/78/132 , OADB:Peaks ; OADB: 38 SADB 57 0 77.0 � Ra Plenum 81.8 68.9 Space Plenum Net Percent, Space Percent Space Peak Coil Peak Percent Return 75.0 72.0 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total� Space Sens Tot Sens Of Total ReUOA 75.0 72.0 Btu/h Btu/h Btu/h (%); Btu/h (%); Btu/h Btu/h Fn MtrTD 0.3 0.0 Envelope Loads . ;Envelope Loads (%) Fn BIdTD 0.2 0.0 Skylite Solar 0 0 0 0: 0 0' Skylite Solar 0 0 0.00 Fn Frict 0.5 0.0 Skylite Cond 0 0 0 0• 0 0� Skylite Cond 0 0 0 00 Roof Cond 0 198 198 10� 0 0� Roof Cond 0 -89 15.05 Glass Solar o 0 0 0� 0 0� Glass Solar o 0 0.0o AIRFLOWS Glass/Door Cond 0 0 0 0 0 0, Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0; 0 0; Wall Cond 0 0 0.00 Partition/Door 358 358 17; 358 19 ; Partition/Door -501 -501 84.95 Diffuser 105 105 Floor 0 0 0� 0 0 Floor 0 0 0.00 Terminal 105 105 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 p Main Fan 105 105 Infiltration 0 0 0; 0 0; Infiitration 0 0 0.00 Sec Fan 0 p Sub Total=_> 358 198 556 27; 358 19; Sub Total=_> -501 -590 100.00 Nom Vent 0 p AHU Vent 0 p Intemal Loads � �Intemal Loads Infil 0 0 Lights 0 0 0 0� 0 0� Lights 0 0 0.00 MinStop/Rh 0 0 ' People 0 0 0 0 0 0� People 0 0 0.00 Retum 105 105 Misc 1,365 0 1,365 67• 1,365 71 • Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 1,365 0 1,365 67� 1,365 71 � Sub Total=_> 0 0 0.00 Rm Exh 0 0 ' Auxiliary 0 0 Ceiling Load 198 -198 0 0• 198 10�Ceiling Load -89 0 0.00 Leakage Dwn 0 p Ventilation Load 0 0 0 0, 0 0;Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0:Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing ?= 0 0 �Ov/Undr Sizing �0 0 0.00 � Ov/Undr Sizing o - � o o; 0 0,Exhaust Heat . � 0 0.0o ENGINEERING CKS - � Exhaust Heat 0 � 0 0 ;OA Preheat Diff. � 0 0.00 ' Sup.Fan Heat 129 6, 'RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 ,Additional Reheat 0 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0; , cfm/ft= 1,15 1 15 UnderFlr Sup Ht Pkup 0 0 � Underfir Sup Ht Pkup 0 0.00 cfm/ton 560.43 Supply Air Leakage 0 0 0; � Supply Air Leakage 0 0.00 ft�/ton 486.95 Btulhr•ft' 24.64 -6.45 Grend Total=_> 1,921 0 2,050 100.00 1,921 100.00 Grand Total=_> -590 -590 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil AfrFlow Enter DBNVBIHR Leave DB/WB/HR Gross Total Glass Capacity Cofl AirFlow Ent Lvg ton MBh , MBh cfm °F °F gr/Ib °F °F gdib ftz (°/,) MBh cfm °F °F Main Clg 0.2 2,3 2.3 105 76.1 58.6 45.7 57.0 50.8 45.3 Floor 92 Main Htg -0.6 105 72.0 77 0 Aux Clg 0.0 0.0 ;.0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 185 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.2 2.3 Roof 92 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Tota/ -0.6 Project Name: Zephyrhills SunTrust TRACE�700 v6.3.2 ralculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Aiternative-1 System Checksums Report Page S of 9 ..___. - --�-. _.---=..-.�,,_�.-_._�...:_-:-�-_ - - - - - - - _.�_-: ..-< -�._ --- - -- - -- - - ---- - - - - - - =°--= ~�,__-. .-- - --,._..-.-- - - - -- --_- - -- - -- - - --- -- -- - _-_- - - -- - - --- - - - _ ._�,.�._._,. F. �- ...�a.,.._:��r�=�_:,::-_._�•:;._.;_�-�� - - -�`�--:_.si` _ - - _ "- - ------ -- ----- - -' - - -- - - - __.� .. -.--�m-�--• _ . . _ _K.�, __ ..>�;�-::;-.�,.:`--:.t: �„mz' -"-,,-.-' - - - - - - - ,�-----__... . _�.... _ _. .-:,_�-,�:.:,�;._ - - - _ - - - ' - --- ' ' - _ -- - - - --- -_- - _ �_"- - --- .:`::.. - :.-_: :,... -....�.:�a� - - - - --- - ,. .. -s..._.:. -z,.- ^- ,_� . �_ _ . ._....�... .�..: � .,�..¢.,....,�+�,.�t:,�...:� -..�.�s,� ���s - �:.-,:�..__v..._„�.,,... ...--.-"-._-_--'--'�-_-..-.J " " '- ..,�� -,.-.��-�,,.. ..;,--,� - ' ..,.._..,...,x...._-_...�. --__...._.�...,. .�. �,..�._�..w.-.�z ,_..> . ,_�_,.., �...,w . .....-__ - - - - •'_ r.-�_.._._ _ ...�'r:;._. .. - , .� . ,c._ ___..;.-.,.;_c.._.._ .: ._ - -J ,.__..._�..�_...._. _,�.__.------------ �- �:ti.�-_�_-:.._ - - �:�-- - -------�--_----- -- -- - - - . r . .. ....:.._:z_.�:�_, - - -_-- -- _._,_... . . _ _ _ .>>_. � ,x. - - - - System Checksums ' By ASE FCU-7-Teller Variable Temperature Constant Volume COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPER�4TURES Peaked at Time: Mo/Hr• 7/17 Mo/Hr Sum of • Mo/Hr• Heating Design Cooling Heating Outside Air OADBMB/HR: 87/78/132 OADB:Peaks , OADB: 38 SADB 57 0 72.7 Ra Plenum 81 9 68.9 Space Plenum Net Percent� Space Percent� Space Peak Coil Peak Percent Return 75.0 72.0 Sens.+Lat. Sens.+Lat Total Of Total� Sensible Of Total� Space Sens Tot Sens Of Total Ret/OA 75.0 72.0 Btu/h Btu/h Btu%h (%); Btu/h (°/,), Btu/h Btu/h " Fn MtrTD 0.3 0.0 Envelope Loads (/�� ' Envelope Loads Fn BIdTD 0.2 � 0.0 Skylite Solar 0 0 0 0, 0 0' Skylite Solar 0 0 0.00 Fn Frict 0.5 0.0 Skylite Cond 0 0 0 0� 0 0� Skylite Cond 0 0 0.00 Roof Cond 0 203 203 S� 0 0 Roof Cond 0 -90 100.00 Glass Solar o 0 0 0, 0 0� Glass Solar o o o.00 AIRFLOWS Glass/Door Cond 0 0 0 0; 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0' 0 0; Wall Cond 0 0 0.00 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Diffuser 118 118 Floor 0 0 0: 0 0� Floor 0 0 0.00 Terminal 118 118 Adjacent Floor 0 0 0 0� 0 0� Adjacent Floor 0 0 0 Main Fan �18 118 Infiltration 0 _ 0 0� 0 0; Infiltration � 0 0 0.00 Sec Fan 0 0 _ Su6 Total=_> 0 203 _ 203 8; 0 0 Sub Tofal=_> � 0 -90 100.00 Nom Vent 0 0 � Intemal Loads � �Intemal Loads � AHU Vent o 0 Infl 0 0 Lights 0 0 0 0� 0 0� Lights 0 0 0.00 MinStoplRh 0 0 People 0 0 0 0� 0 0 People 0 0 0.00 Retum 118 118 Misc 2,207 0 2,207 86; 1,957 91 , Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 2,207 0 2,207 86 1,957 91 � Sub Tota1==> 0 0 0.00 Rm Exh 0 0 � Auxiliary 0 0 Ceiling Load 203 -203 0 0� 203 9�Ceiling Load -90 0 0.00 Leakage Dwn � 0 Ventilation Load 0 0 0 0 0 0,Ventilation Load 0 0 0.00 Leakage Ups 0 0 � Adj Air Trans Heat 0 0 0' 0 0'Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 �Ov/Undr Sizing 0 0 0.00 ov/Undr sizing o 0 0, o o,Exhaust Heat o o.00 EIdGINEERING CKS Exhaust Heat 0 0 0� ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 145 6; 'RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0. ,Additional Reheat 0 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0� . cfm/R' 1.27 1.27 Undertlr Sup Ht Pkup 0 0� � Undertir Sup Ht Pkup 0 0.00 cfm/ton 505.58 Supply Air Leakage 0 0 0� , Supply Air Leakage 0 0.00 ft'/ton 397 17 � ; Btu/hr•ft' 30.21 -0.97 Grend Total=_> 2,409 0 2,554 100.00' 2,159 100.00 ' Grand Total=_> -90 -90 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens�Cap. Coil AirFlow Enter DB/WB/HR Leave DBMIB/HR Gross Total Glass Capacity Coil AirFlow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft 2 (%) MBh cfm °F °F Main Clg 0.2 2.8 2.5 118 76.1 62.1 60.9 57.0 54.0 57 4 Floor 93 Main Htg -0.1 118 72.0 72.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Tota/ 0.2 2.8 Roof 93 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Tota/ -0.1 �� Project Name: Zephyrhills SunTrust TRACE�700 v6.3.2 calculated at 02:53 PM on 08/30/2016 ' Dataset Name: 16096 14 ZHILLS.TRC Alternative-1 System Checksums Report Page 9 of 9 '� ..._._.. _.. ___._.... ---._ ___ _ • .� � 0 ��� ���I �:�,���A «���a.`-,� (✓' _ � � _ 3�� � � ���, � - --___ ___ � � � � - _ City of Zephyrhills _ -- � ��� , _ BUILDING PLAN REVIEW COMMENTS - � _- � _ � ��-l--�S ��� P �{,.. Contractor/Homeowner: �Q���� ��� �, �-�- Date Received: � - � �--�7 Site: �7 �U� ��G � k'7�v1J ((, � � Permit Type: i�--�N 1 cS l �'`S Approved w/no comments: Approved w/the below comments: '❑ Denied w/the below comments: ❑ 'This comment sheet shall be kept with the permit and/or plans. \ ��� �/� `' in S ' zer�-P Examiner Date Contractor and/or Homeowner (Required when comments are present) �4 • �� ' PASCO COUNTY , y��y BUILDING CONSTRUCTION SERVICES ` 8731 Citizens Drive Date: 11/27/2017 ,� , +, ' Suite 230 New Port Richey, FL 34654 . i ' �` 727-847-8127 ��c ��� /�1, �C�IV1�� �t�k' Receipt#: 1721282 FEE DESCRIPTION ACCOUNT CODE UNITS INVOICE# FEE AMOUNT PAID RECEIPT# DATE Impact Fee Residential Solid 24503100-329010 37.45 1301686 $37.45 $37.45 1721282 11/27/17 Waste Single Family TOTALS: $37.45 $37.45 Receiat# Paid Bv Check# CC Auth# Cashier ID Workstation Receiat Date Amt Paid 1721282 Credit Card "' "** 294 BCCCP38W 11/27/2017 $37.45 Total Payments: $37.45 Pavor Address Phone GERARDI CONSTRUCTION 7809 GALL BLVD 813-248-4341 i ZHILLS FL. ' SUNTRUST BANK ZHILLS PERMIT � 18514 Comments• ZHILLS PERMIT 18514 SUNTRUST BANK 7809 GALL BLVD ZHILLS FL. � 34 25 21 0150 00000 0020 PAID SOLID WASTE @ RATE OF$1 07 PER DAY PER RAD/NPR MyReports/reports//PRODUCTION/PASCO/ReceiptPOS_V4.rp1 11/27/2017 Page 1 of 1 `: PAsco cauN-rY, FLo���a ' Permlt Na. /. Dv( Date Parmitted Ga-,j3—(� '� Suiider NamalOwner Name �f'?�.,-(,�,t�iN�s`��'t>t:k�Controf# .Coutity Parcel No. �c�—.�S.—2j-- (�(����Dl3- (�2.� SubDiv: �t� � �Lu�!•,S .J AddresslLocation '�Q(�°�, ��l i t`�'�� �-� 'CiassificationlType of Use ��rn,rn��-U� � �TRAPl�P�RTATiON IMFACT�FEE RaEe: Sq.Ft Unit: _�?Y • �Exempt �Yes [] Na How Determined � Impact Fee Amount ����r I� Zone No. TAZ: 'SCH04l.1MPAC7 FEE ,Account (056) Singie-Family Detached Nause Amc�unt $ �,� .. � � (�57) Mobiie Home {058) Qther Resldentiaf � - 123) Collectlon Fee iExempt [�Yes [] No iiaw'Determined � iPARKS AND REGREATtON FEE ;Land Account Land Credtt Land Tota! . �Recreatian Account Recreatian Credit Recreation Tota1 2one TOTAL AMOUNT $ - � . ;Exempt []Yes (� No How Determined � '�IBFtARY FEE tand Rccaunt Land Gredit land Totai � _ Facility Account Facility Credit Facility Total Exempt [] Yes ❑ No Now Determined Tatai Amo�rr�� RESOURCE F�E ERU - TOTAL AMOUNT ' .. Prepared By Ghecked By NO CERTIFICATE OF OCCUPANCY W1LL BE ISSUED OR FlNAL{NSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTEd HAVE BEEN PAlR AND � RECEIPTEp FOR BY A CENTRAL PERMITTING S�FFICE OF PASCt3 GOUN'TY Acknawtedgement 6etow doss not Imply acceptance af cancurrence,but simply recslpt of a copy of this form,pfac{ng the buiiding permit owner on nottce af thls assessment and th�conditions of paymant for seme. DATE RECENEQ BY RECEIPT NO. DATE BY 1 j ' , �c.���� �, � ' � ' ,�� 877-832-3208 p. clar{cdietrich.com �� ���-^� ������� � 877-832-3208 f. ��jcrr���E:��?�; s�r,4,{i�u� - .-� � l��v C 330 Greenwood Place i 780 James P Casey Rci 2262 Rutherford Raad 2100 North Main Street ( � Suite 104 I Suite 3Q4 I�'-"'"` hJlcDonough,GA 3d253 Brisioi,CT Q6010 Carisbad,CA 92008 Crown Point,iN 463d7 <J' `�"" "f C�J� COLD-FORMED STEEL °2�Q FRAMING COMPUTATIONS `�� � � Project Information: �c,�� � 2517170305-0 �`� ��-�II SunTrust Bank Tamp Bay - Zephyrhilis Office Project Location: . Zephyrhills, FL Prepared For: Andersen Interior Contracting 2685 SE 58th Avenue ❑X Reviewed ❑Furnish as Corr cted Ocala, FL 34480 ❑Rejected ❑Revise and Sub �t ❑ Submit Specific Item ❑Resubmit With Engineers Embossed al Submittal Date: /� This review is only for general conformance w h the ApI�I LV, 2017 design concept of the project and general complian with the informarion given in the Contract Doc ents. Corrections or comments made on the shop d �ings during this review do not relieve conhacto from compliance with the requirements of the pl and _ ._. ._. ._. _ __. specifications. Approva) of a specific item sh 1 not ���,�,pHAI�f,'�� � include approval of an assembly of which the ite is a / `� � � /f �i� component. Conuactor is responsible for: dimens ns to `��� J�•�G'E N S•,�/,�.,�i�� be canfirmed and correlated at the jobsite; info ation `O`�: �, F�•. /�- � that pertains solely to the fabrication processes or o the '� � means,methods,techniques,sequences and proced es of �_Q: No 64287 :� , � construction;coordination of the VJork of all trad ; and � �, ��� , for perfoiming all worlc in a safe and sarisfactory nner. � � .. � PEN'�IONI ASSOCIATES,INC. � '."�-''. S TAT E O F : �/� . • � Q�'• ,cQ5/31/�` (�.1� �; Date 6—7—17 $y IIlC� �i C�`� . O R 1 v••'G.�=� �����5��N AL EN���. � '����,�,�,,,�.•� - REVISION #1 KM, 5/31/17 , - -- -� -- --- -- _ _ � -uro�wny�o�ee oy Mav�usuoh,�K�u�ia � DN:C.US, I --E.maChuhukkala@daeitlietrc�eom, ' Madhusudhan Kukkala o.��E����re=aM��. � OU-ClerkDie[nchEngineenngSenices. --.CN.MaChusutlhanKukMala ' �-�--Date:2017.053112AT.41-0490' � ClarkDietrich Engineering Services LLC � ClarkDietrich Engineering Design INC �_.� ♦ i °� � 6� ��.�; g� ����� � 877-832-3206 p. claricdietrich.com E L.s'a 877-832-3208 f. ��,�CtN�Ef'',li�li S�=i;'�+ICE� - 330 Greenwood Place { 780 James P.Gasey Rd 2262 Rutherford Road 2100 North Main Street ( Suite 104 Suite 304 hAcDonough,GA 30253 I Bristoi,CT 060i 0 � Carisbad,GA 92008 Crown Paint,{N 46307 Friday, April 28, 2017 Andersen Interior Contracting 2685 SE 58th Avenue Ocala, FL 34480 Phone: (941)845-3200 Fax: Re: SunTrust Bank Tamp Bay-Zephyrhills Office CDES Project No 2517170305-0 Dear Alec Mason: � The enclosed set of cold-formed steel framing shop drawings and accompanying computations have been prepared in accordance with my recommendations and in accordance with the following standards: Florida Building Code 2014 American Society of Civil Engineers (ASCE): Minimum Design Loads for Buildings and Other Structures, 7-10 American Iron and Steel Institute (AISI): Cold-Formed Steel Design Manual, 2007 American Welding Society:Structural Welding Code-Sheet Steel, 2nd ed.,ANSI/AWS D1.3-98, 1998 ,`��t�iiu���ii�i ���� vp HA1V k'�,. .��,JS•'�E N S �ij-�'. •`p. '��-� F �.'�'�: . �Q'.• No 64287 '��� Regards, � ClarkDietrich Engineering Services � � ��' ��• ' �::� �• STATE OF : � � � ��,n•,,c�5/31/2(�,17��: ,� �•S , p R �.0,��,`�• �''�.S��N A������ GlarkDietrich Engineering Services LLC ClarkDietrich Engineering Design INC , ; Subject Facility �� �I�r���etriC�t. SheetNo. of Y :nc���.�>irac ser.:�c��. 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' � � '�af� " � ' '�',. �1 ��¢..��9 � _� ;�q:��'�,���y ��a��yv��. ���,y� �yq:�p� �q��ry 6� � ` � 9L'^' 6 � � �0.�i�fJ.0 Lt:w:d R18F.`2`lC �i'SEt'� 54;R.K,I.� `FSf]':' F.�� �'�' I � � �.a�i�-� �� �1� � �i ±� � �� � �.s� � �rs�aj w.. i��' .��'a � � ' � � : '� '� �" � t �.. . �#,� w '0�`�..+ . � ' _ �' �� � � � 's �_�„�.�,�A:�����. ��,� � � q � � ��3�.����i�.. ��� �:� � s�, �°, .�.�'�'������'�.�� ����-� � , �.°�� ���b�°.r��*���-,-�����.��,��,�- k� 2 X-ZF fasteners with a shank length of 2-7/8'have�a shank diameter of 0.145' All other X-ZF fasteners tor concrete have shank diameters of 0.138° 3 Fastener installed with DX-Kwik drilled pilot hole installation iound in Section 32.1 1.10. ' More details about new the innovative X-U fastener can be found in Section 32.3. 32 HIIti,LLinc.(US)1-800-879-8000 I www.us.hilti.com I en espanoll-800-879-5000 I Hilti(Canada)Corp.1-800-363-4458 I www.hilti.ca I�Product Technical Gulde 2008 y Subject Facility �� ���r���etriC�. 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B ' Fy Fu 0.745' 0.15T 0.777' 3/16' 1/4' 3f8' 1!2' 5/8' 3/4' 7/8" 1' Ga Mi� i Dia. Dia Dia Dia. Dia. D'a. Dia. Dfa. Dia. Da. D'a. 25 18 33 45 111 120 735 143 170 192 229 286 343 401 458 22 27 33 45 166 180 203 215 287 384 427 430 516 602 6B8 20 DW 30 33 45 183 198 223 237 315 441 504 524 568 662 757 20 STR 33 33 45 203 220 248 263 351 511 598 641 643 736 842 18 43 33 45 265 286 3Zi 342 456 684 879 993 1065 1095 10% 16 Sq � 45 �i3 360 406 430 573 860 1147 1384 1534 1642 1708 50 65 480 520 586 621 828 1242 1656 1999 7216 2372 2467 1a 5g � 45 418 453 it t 722 7 1443 18 2727 233A 24 50 65 6D4 655 738 782 tp42 156i 2084 2606 3072 3371 3609 �Z 9� 33 45 597 647 729 772 1030 1 2059 2574 3089 3603 4118 50 65 863 934 1053 1115 1487 2237 2974 3718 4461 5205 S"9b9 10 118 � 45 729 79D 890 943 7?58 1886 �15 3744 3773 4402 5031 50 65 1054 1141 1286 1362 1817 2725 3633 4541 5450 6358 7266 Pullover PAF Tapcons d Bolts w/No Washer Fy Fu No Washer Wqh Washer KwBcc-Cons 7/4'Dia. 3/8'Dia. 12'Dia. 518'Dia. 3/4"Dia. 7B'Dia. 1'Dia. N�s i i 1 side 2 side 1 Side 2 Sde 1 Side 2 Side 1 side 2 s'de 1 side 2 side 7 side 2 side 1 side 2 side 1 side 2 side 1 side 2 side 1 side 2 side 25 18 33 45 53 106 106 212 79 159 93 185 119 238 159 318 199 397 238 477 278 556 318 636 22 27 33 45 80 159 159 319 119 239 139 279 179 358 239 478 299 597 358 717 418 836 478 956 I 2(IDW 30 33 45 88 175 175 351 131 263 153 307 197 394 263 526 329 657 394 789 460 920 526 1052 2(ISTR 33 33 45 97 195 195 390 146 292 170 341 219 438 292 584 365 731 438 877 511 1023 584 1169 18 43 33 45 727 253 253 507 190 380 222 443 285 570 380 760 475 350 570 1140 665 1330 760 1527 76 � 33 45 159 319 319 637 239 478 279 557 358 717 478 956 597 1195 717 1433 836 1672 956 1911 50 65 230 460 460 920 345 690 403 805 518 1035 690 1360 863 1725 1035 2077 1208 2416 1380 2761 14 68 33 45 200 401 401 802 301 607 351 701 451 902 601 1203 752 1503 902 1804 1052 2104 1203 2405 50 65 290 579 579 1156 434 869 507 1013 651 1303 869 1737 1086 2171 1303 2606 1520 3040 1737 3474 12 97 33 45 286 572 572 1144 429 858 500 1001 643 1287 658 1716 1072 2145 1287 2574 1501 3003 1716 3432 50 65 473 826 826 1652 620 1239 723 1446 929 1659 1239 2479 1549 3096 1859 3718 2169 4337 2479 4957 �� 118 33 45 349 699 699 1397 524 1048 611 1223 786 1572 1048 2096 1310 2620 1572 3144 1834 3668 2096 4192 50 65 505 1009 1009 2018 757 1514 883 1766 1735 2271 1514 3028 1892 3785 2271 4541 2649 5298 3028 6055 � Notes. 7)i10 vakies are plwlated per the AISI NASPEC 2001. ' 2)The rtdn'vnum PAF xasher diameter is 15mm.The minimum PAF head diameter is 1/4" The minimum Kvn'k-Con head diameter is 3/8". Bolt Dlamlers ' are standard given on page 4-143 ot the AISC ASD Steel Construction Manual 9th ed. 3)The tabulated values must be checked against the manutacturers design values tor shear and tension. i i I � ' •• .' - - : ' - Facility , � � I a I�i�L..�I�jG r I C C l.. '__ Subject Screw/W eld Sheet No. Of e v c i r�E F R i��c :t:�v i c=5 � _ Design Values Screw/Weld gy Date Allowable WeIdlScrew Design Values(Ib.) Design Welds #10 Screws .19"Dia. #12 Screws .21"Dia. 1/4"Dia.Screws Thk Fy Fu Flare Pullover Puilover Pullover Ga e in. ksl ksi Flllet Groove Shear 1-Slde 2-Side Pullout Shear 1-Side 2-Slde Pullout Shear 1-Side 2-Side Pullout 25 0.0188 33 45 71 79 759 46 75 706 212 50 80 106 212 58 22 0.0283 33 45 131 119 239 69 138 159 319 76 147 159 319 87 20-D II 0.0312 33 45 157 131 263 75 159 175 351 63 170 175 351 95 25-UItraSTEEL 0.0158 40 55 67. 81 163 47 70 109 217 52 75 109 217 59 20.UItraSTEEL 0.0263 40 55 143 136 271 76 751 181 362 86 161 181 362 98 201C-UItraSTEEL 0.0295 40 55 170 152 304 87 179 203 405 96 791 2D3 405 110 20 0.0346 33 45 177 146 292 &4 186 195 390 93 199 195 390 106 18 0.0451 33 45 499 543 263 190 380 109 276 253 507 121 295 253 507 138 i6 0.0566 33 45 627 683 370 239 478 137 389 319 637 152 416 319 637 173 50 65 905 986 467 345 �0 198 562 460 920 219 601 460 920 250 14 0.0713 � 45 789 859 467 301 601 173 5a9 401 802 191 587 407 802 218 50 65 1139 1241 467 434 700 249 667 579 933 276 648 579 1158 315 12 0.1017 � 45 1125 697 467 429 700 246 667 572 933 272 B67 572 1144 311 so ss �2� as� ss� s�m �oo ass ss� ezs sa� � s� ezs izaa aa9 io o.�zaz � as �sso �oss ae� sza �o0 3oi ss� sss sa� �a se� sss �zas 3so 50 65 7550 1096 d67 700 700 435 667 933 9�i 480 867 1009 1283 549 Deslgn i8 Sae�rs .16'Dia. ?7 Screws .15"Dfa. Thk Fy Fu Pullover Putlover n. I Shear 1-Sbe 25tde Pupout �ear 1Stde 2SMe Pullout 25 0.0188 33 45 65 53 106 38 fi3 53 106 36 22 0.0283 33 45 120 BO 159 58 716 80 159 54 20-D II 0.0312 33 45 139 88 775 64 134 68 175 60 25-UltraSTEEL 0.0158 40 55 61 54 109 39 59 54 109 37 20-UItraSTEEL 0.0263 40 55 131 90 181 66 127 90 161 62 20X-UItraSTEEL 0.0295 40 55 156 107 203 73 751 101 203 69 20 0.0346 33 45 162 97 195 71 157 97 195 66 18 0.0451 33 45 241 127 253 92 233 127 253 66 16 0.0566 33 45 333 159 319 116 290 759 319 108 50 65 333 230 460 167 29D 230 460 156 14 0.0713 33 45 333 200 401 145 290 200 407 136 50 65 333 290 525 210 290 290 460 197 12 0.1017 33 45 333 286 525 207 290 286 460 194 50 65 333 413 525 300 290 413 460 281 10 0.1242 33 45 333 349 525 253 290 349 46D 236 50 65 333 505 525 366 290 460 460 343 Notes: 1)All values are calculated per the 2001 AISI Specification with 2004 SupplemeM 2)Weld streng[h is given in Ibtn. 3)Weld strenglh is based on E60XX electrodes. 4)Shear shenglh for tt7,#B,#10,#72,and 1/4'screws must be greater than or equal to 870 Ib.,7000 lb.,1400 Ib.,2000 Ib.,and 2600 Ib.respedively. 5)Tension slrength for#7,#8,#10,#12,and 1/4'screws must be greaterthan or equal to 7380 Ib.,15751b.,2100 Ib.,2800 Ib.,and 3850 Ib.respectively. 6)The minimum head diameter tor#7 and#8 screws is 7/4' The minimum head diameter for#10 screws is 318' The minimum head diameter for#12 and 1/4'screws is 1/2' il , ' ` ClarkDietrich. D@SIgCIPCO _ ENGINEERING SERVICES Load Report version 4.z.s Project Name: SunTrust Bank Tampa Bay-Zephyrhills Company: ClarkDietrich Engineering Services LLC Office . Report Type: Components and Cladding Contact Name: Kale McDaniel Date/Time: Date:5/30/2017 Time:1028 AM Phone Number: 877.832.3206 Fax Number: 877.832.3208 Building Code: FBC 2014 � Basic Wind Speed(V). 137 Mean Roof Height(h): 41 ft Exposure: C Height Above Local Ground Level(z). 41 ft Risk Category: II Least Building Width(Vln: 30 ft Directionality Factor(Kd): 0.85 a(dimension on diagram beiow): 3 ft Internal Coefficients(GCpi): +0.18,-0.18 Main Roof Slope: s 10" Topographical Factor(Kzt): 1 Main Roof Description: Monoslope(Flat)O<_3" Wall Tributary Area Basis: Greater of(Min.Span Length"2)/3 or Min.Span Length'Spaang raised mean roof height 'i Parapet Tributary Area Basis: Greater of(Parapet Length^2)/3 or Parapet Length'Spacing to match wind loads per Roof Tributary Area Basis: Greater of(Min.Roof Span Length"2)/3 or Min.Roof Span Length'Spaang redlined drawings dated , Output: 5/11/17 � ,,\ -}-�-- � o L; I � • � O'�,� O � I / �� t - - - i O i e c e h � � II � � � O; O O ;O I � � � h , �� '.J \ c ' ' i \�, ' ;OO 50 � � o I I �\ .. :j� � w� s0: O O i0 WALL� ROOF ELEVATION ROOF PLAN � Kh KZ Gh(PS� GZ(PS� 'User defined tributary area.The pressures for this user defined ASCE area are the maximum of the calculated pressure or the user Minimum Pressure 1.05 1.05 42.84 42.84 defined minimum pressure. 10 psf(ASD) ROOfS GCp Surtace Pressure(psf)(ASD) 10sqft 50sqft 100sqft 10sqft' 10sqft 50sqft 100sqft 10sqft* Zone 1 (Suction,+GCpi) -1.00 -0.93 -0.90 -1.00 -30.33 -28.54 -27.76 -30.33 Zone 2(Suction,+GCpi) -1.80 -1.31 -1.10 -1.80 -50.90 -38.32 -32.90 -50.90 Zone 3(Suction,+GCpi) -2.80 -1.61 -1 10 -2.80 -76.60 -46.06 -32.90 -76.60 Zone 123(Pressure,+GCpi) 0.30 0.23 0.20 0.30 12.34 10.54 10.00 12.34 Zone 1 (Suction)w/Overhang -1 70 -1.63 -1.60 -1.70 -43.70 -41.90 -41.13 -43.70 Zone 2(Suction)w/Overhang -1.70 -1.63 -1.60 -1.70 -43.70 -41.90 -41.13 -43.70 Zone 3(Suction)w/Overhang -2.80 -1.40 -0.80 -2.80 -71.98 -36.04 -20.56 -71.98 Wall Spans GCp Surtace Pressure(psf)(ASD) , 10sqft 100sqft 500sqft 10sqft* 10sqft 100sqft 500sqft 10sqft' Zone 4 Suction -0.99 -0.83 -0.72 -0.99 -30.08 -25.99 -23.13 -30.08 Zone 5 Suction -1.26 -0.94 -0.72 -1.26 -37.02 -28.85 -23.13 -37.02 Zone 4 5 Pressure 0.90 0.74 0.63 0.90 27.76 23.68 20.82 27.76 'i Parapets (porous) GCP Surtace Pressure(psf)(ASD) 10sqft 10sqft* 10sqft 10sqft' Front Back Front Back Front+Interior+Back=p Front+Interior+Back=p Zone 4(Suction,+GCpi) -0.99 -0.90 -0.99 -0.90 -25.45+-7.71 +-23.14=-56.3 -25.45+-7.71 +-23.14=-56.3 Zone 5(Suction,+GCpi) -1.26 -0.90 -1.26 -0.90 -32.39+-7 71 +-23.14=-63.24 -32.39+-7.71 +-23.14=-63.24 Zone 4(Pressure,+GCpi) -0.90 -1.80 -0.90 -1.80 23.14+7.71 +46.27=77 12 23.14+7.71 +46.27=77.12 Zone 5(Pressure,+GCpi) -0.90 -2.80 -0.90 -2.80 23.14+7.71 +71.98=102.83 23.14+7.71 +71.98=102.83 PROJECT: Suntrust DATE: 4/26/17 BLDG CODE: _Other �- PROJ#: 110485-01 ENG: NM / WALL DEAD LOAD Materia! Multiplier Load Total Load Limestone 1 13.75 13.75 psf Plywood (Per 1/8 inch) 10 0.4 4 psf Rigid Insulation (Per inch) 1 1.5 1.5 psf Self Weight+ Misc. 1 2.75 2.75 psf TOTAL 22 psf v1.1 PROJECT: Suntrust DATE: 4/26/17 BLDG CODE: Other PROJ#: 110485-01 ENG: NM SOFFIT DEAD LOAD Material Multiplier Load Total Load Metal Panels, 18ga. 1 3 3 psf , Plywood(Per 1/8 inch) 10 0.4 4 psf Self Weight+Misc. 1 3 3 psf TOTAL �p � v1.1 • DesignPro ClarkDietrich_ Wall Designer Output Version 4.2.10 � ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 1 6"infill Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 10:58AM REVISION #1 FaxNumber• 877.832.3208 Inputs r� Building Code: FBC 2014 Deflection Limit: IJ600 r-��Z Design Option: Typical 0.7 Deflection Used: Yes � Member Spacing: 16 in Vertical Slip Allowance: 0.5 in O Slip Track Fastener Offset: 1 in Bracing Distance: 6'O.C.Max(FB43-2) Dead Load: -22 psf Knockout: Punched z: 15.666 ft Parapet Porosity: NA Under Hang Porosity: NA Wind Pressures Typical Zone: p Span Suction: -26.54 psf Span 1 Pressure: 24.23 psf Specified Member ���soos2oasa so��@�s�o.c. 0 Stud Design Results InteracEion Check Actual Allowable Capacity Location Load Case PasslFail ia•-io- Moment:Strength -11679 I�in 30397 Ib-in 38.42% 7.42 ft Suc�On Pass Q Moment:Stability . -11679 I�in 25626 Ib-in 45.58% 7.42 ft Sudion Pass Moment:Dist.Buckling -11679 I�in 27389 Ib-in 42.64% 7.42 ft Suction Pass Shear -262.45 Ibs 1947.00 Ibs 13.48% 0.00 ft Suction Pass V/M Interaction 0.38 1 38.42% 7.42 ft Suction Pass Axial Stability �35 Ibs 4890 Ibs 8.90% 0.00 ft DL Pass 0 P/M Interaction 0.50 1 50.02% 7.42 ft Suction Pass Moment of Inertia 3.083 in^4 3.319 in^4 92.88% 7.42 ft Suction Pass Span Deflection 0.276 in 0.297 in U646 7.42 ft Suction Pass Specified Connections � C2: Wind: Rx=-262 Ibs Rx=240 Ibs R =0 Ibs [Increased] 600T200-54 50 ksi Deflection Track w/(2)0.157"Hilti X-U to 3/16"Steel at each Stud-81%Capacity 0 C7: Wind: Rx=-262 Ibs Rx=240 Ibs =435 Ibs [Increased] 600T125�3 33 ksi Track w/(3)0.157"x 1"Hil6 X-U to 3000 psi Concrete at 16"O.C.-72%Capacity �c� • DesignPro �� ClarkDietrich_ Wall Designer Output Version 42.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills�Office " Company: ClarkDietrich Engineering Services LLC Project Number• 2517170307-0 Contact Name: Kale McDaniel Wall: Section 1 6"infill Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 10:58 AM 'RE'VISION �'� Fax Number: 877.832.3208 Inputs � Building Code: FBC 2014 Deflection Limit: U600 C�� Design Option: Corner 0.7 Deflection Used: Yes Member Spacing: 12 in Vertical Slip Allowance: 0.5 in O Slip Track Fastener Offset: 1 in Bracing Distance: 6'O C.Max(FB43-2) Dead Load: -22 psf Knockout: Punched z: 15.666 ft Parapet Porosity� NA Under Hang Porosity: NA Wind Pressures Comer Zone: � Span Suction: -29.95 psf Span 1 Pressure: 24.23 psf Specfied Member ���soos2oasa so ks�@�z��o.c. � Stud Design Results Interaction Check Actual Allowable Capacity Location Load Case Pass/Fal �a�-io• Momen�Strength -9885 Ib-in 30397 Ibin 32.52% 7.42 ft Suction Pass 0 Moment:Stability -9885 Ib-in 25626 Ib-in 38.57% 7.42 ft Suction Pass Moment:Dist.Buckling -9885 Ib-in 27389 ib-in 36.09% 7.42 ft Suction Pass Shear -222.13 Ibs 1947.00 Ibs 11.41 % 0.00 ft Suction Pass V/M Interaction 0.33 1 32.52% 7.42 ft Suction Pass O Axial Stability -326 Ibs 4890 Ibs 6.67% 0.00 ft DL Pass P/M Interaction 0.42 1 41.91 % 7.42 ft Suction Pass Moment of Inertia 2.609 in^4 3.319 in^4 78.61 % 7.42 ft Suction Pass Span Deflection 0.233 in 0.297 in L/763 7.42 ft Suction Pass Specified Connections � C2: Wind: Rx=-222 Ibs Rx=180 Ibs =0�bs [Increased] 600T200-54 50 ksi Deflection Track w/(2)0.157"Hilti X-U to 3/16"Steel at each Stud-69%Capacity 0 , C1: Wind: Rx=-222 Ibs Rx=180 Ibs R =326 Ibs [Increased] 600T125-43 33 ksi Track w/(3)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O.C.-81%Capacity �c� � DesignPro �� ClarkDietrich. Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 1 3-5/8"FUROUT Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 11:01 AM Fax Number: 877.832.3208 REVISION #1 - Inputs � Building Code: FBC 2014 Deflection Limit: U600 Design Option: Typical - 0.7 Deflection Used: Yes r-z vz^ Member Spacing: 16 in 0 ��y Bracing Distance: None Dead Load: -22 psf Knockout Punched z: 19.208 ft Parapet Porosity Porous Under Hang Porosity: NA � Wind Pressures 6-0' Typical Zone: Parapet Suction: -29.75 psf ' Parapet Pressure: 27.44 psf Span Suction: -29.75 psf �� Span 3 Pressure: 27.44 psf Span 2 Pressure: 27.44 psf Span 1 Pressure: 27.44 psf Specfied Member s-� �', (1)362S162�3 33 ksi @ 16"O.C. Stud Design Results � Irrterection Check Actual Allowable Capacityr Location Load Case PasslFail a Moment:Strength 1737 Ib-in 7350 Ib-in 23.63% 6.00 ft Suction Pass I Moment:Stability 1737 Ib-in 5965 Ib-in 29.12% 6.00 ft Suction Pass Moment:Dist.Buckling 1737 Ib-in 7630 Ib-in 22.76% 6.00 ft Suction Pass I Shear 143.121bs 678.211bs 21.10% 6.00ft Suction Pass s-o' V/M Interaction 0.32 1 31.68% 6.00 ft Suction Pass Axial Stability -563 Ibs 2058 Ibs 27.38% 0.00 ft DL Pass �� P/M Interaction 0.48 1 48.46% 6.00 ft Suction Pass p Moment of Inertia 0.129 in^4 0.694 in^4 18.59% 19.21 ft Suction Pass � Span Deflection 0.021 in 0.12 in U3482 2.70 ft Suction Pass ��� OH+Adj Span Deflection 0.029 in 0.156 in U3228 19.21 ft Suction Pass Specified Connections C4: Wind: Rx=-149 Ibs Rx=138 Ibs R =0 Ibs LAP AfdD FASTEfd W/(3)#10-16 SCREWS C3: Wind: Rx=-254 Ibs Rx=234 Ibs R =0 Ibs LAP AA1D FASTEM UV/(3)#10-16 SCREWS C2: Wind: Rx=-264 Ibs Rx=243 Ibs R =0 Ibs � LAP AtdD FASTEN W/(3}#10-16 SCREWS C1: Wind: Rx=-95 Ibs Rx=88 Ibs R =563 Ibs [Increased] 362T125-43 33 ksi Track w/(1)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O.C.-78%Capacity y � • Desi nPro ' g � ClarkDietrich_ Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC i Project Number• 2517170307-0 Contact Name: Kale McDaniel Wall: Section 1 3-5/8"FUROUT _. Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 11:01 AM REVISGbN #1 Fax Number• 877.832.3208 Inputs U Building Code: FBC 2014 Deflection Limit: L/600 Design Option: Comer - 0.7 Deflection Used: Yes r-z �i2° Member Spacing: 12 in o �� Bracing Distance: None Dead Load: -22 psf Knockout: Punched z: 19208 ft Parapet Porosity Porous Under Hang Porosity: NA Wind Pressures �-�' Comer Zone: Parapet Suction: -36.37 psf Parapet Pressure: 27.44 psf Span Suction: -36.37 psf �q , Span 3 Pressure: 27.44 psf Span 2 Pressure: 27.44 psf Span 1 Pressure: 27.44 psf Specified Member s-� (1)362S162�3 33 ksi @ 12"O.C. Stud Design Results I Irrteraction Check Actual Allowable Capacity Locafion Load Case PasslFail �a � Moment:Strength 1592 Ib-in 7350 Ib-in 21.67% 6.00 ft Suction Pass Moment:Stability 1592 Ib-in 5965 Ib-in 26.70% 6.00 ft Suction Pass Moment:Dist.Buckling 1592 Ib-in 7630 Ib-in 20.87% 6.00 ft Suction Pass Shear 131.231bs 678.211bs 19.35% 6.00ft Suction Pass s-o' V/M Interaction 0.29 1 29.05% 6.00 ft Suction Pass Axial Stability -423 Ibs 2058 Ibs 20.53% 0.00 ft DL Pass P/M Interaction 0.41 1 40.82% 6.00 ft Suction Pass p Moment of Inertia 0.118 in^4 0.694 in^4 17.04% 19.21 ft Suction Pass Span Deflection 0.019 in 0.12 in U3798 2.70 ft Suction Pass ��� OH+Adj Span Deflection 0.027 in 0.156 in U3521 19.21 ft Suction Pass Specified Connections C4: Wind: Rx=-137 Ibs Rx=103 Ibs R =0 Ibs LAP AND FASTEN 1N/(3}#10-16 SCREWS ' C3: Wind: Rx=-233 Ibs Rx=176 Ibs R =0 Ibs LAP AMD FASTEIV W/(3)#10-16 SCREIMS C2: Wind: Rx=-242 Ibs Rx=182 Ibs R =0 Ibs LAP AMD FASTEN W/(3)#10-16 SCREWS C1: Wind: Rx=-87 Ibs Rx=66 Ibs R =423 Ibs [Increased] 362T125-43 33 ksi Track w/(1)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O.C.-95%Capacity • DesignPro ClarkDietrich. Wali Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 1 PARAPET Phone Number: 877.832.3206 DatelTime: 5/30/2017 / 11:05 AM SIM: 6&7/LSF-3.1 Fax Number: 877.832.3208 SIM: 8/LSF-3.2 Inputs r� Building Code: FBC 2014 • Deflection Limit: U600 �C2 Design Option: Custom REVISION #1 0.7 Deflection Used: Yes Member Spacing: 16 in Bracing Distance: None Dead Load: -22 psf � Knockout: Punched z: 15.666 ft Parapet Porosity• NA Under Hang Porosity: NA Wind Pressures 5-5� Custom Pressures: Span Pressure: 81.45 psf Specfied Member 0 (��soos�s2-as ��i @�s^o.c_ Stud Design Results �c� lnieradion Chedc Actual AlbxraWe Capacityr Location Load Case Pass/Fa7 Moment Strength 4780 Ib-in 16785 Ib-in 28.48% 2.71 ft Custom Pass Moment Stability 4780 Ib-in 127391b-in 37_52% 2.71 ft Custom Pass Moment:Dist.Buckling 4780 Ib-in 13576 Ib-in 35.21 % 2.71 ft Custom Pass Shear 294.13 Ibs 1240.571bs 23.71 % 0.00 ft Custom Pass V/M Interaction 0.28 1 28.48% 2.71 ft Custom Pass Axial Stability -159 Ibs 2781 Ibs 5.71 % 0.00 ft DL Pass P/M Interaction 0.40 1 40.38% 2.71 ft Custom Pass Moment of Inertia 0.461 in^4 2.318 in^4 19.87% 2.71 ft Custom Pass Span Deflection 0.022 in 0.108 in U3019 2.71 ft Custom Pass Specified Connections C2: Wind: Rx=294 Ibs R =0 Ibs [Increased] 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 3/16"Steel at 16"O.C.-103%Capacity(Failed) C1: Wind: Rx=294 Ibs R =159 Ibs [Increased] 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 3/16"Steel at 16"O C.-103%Capacity(Failed) • DesignPro � ClarkDietrich_ Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number• 2517170307-0 Contact Name: Kale McDaniel Wall: Section 2 6"infill - Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 11:07 AM �� Fax Number� 877.832.3208 o��n�inni .u.i RC V IJIV,IV 7t I Inputs _ `� Building Code: FBC 2014 Deflection Limit: U600 C�C2 Design Option: Typical 0.7 Deflection Used: Yes Member Spacing: 16 in Vertical Slip Allowance: 0.5 in O Slip Track Fastener Offset: 1 in Bracing Distance: None Dead Load: -22 psf Knockout: Punched z: 15.666 ft Parapet Porosity: NA Under Hang Porosity: NA Wind Pressures �-�� � TyPica�zone: SIM: 3/LSF-3.0 Uppel' Span Suction: -29.71�f SIM: 5/LSF-3.1 upper Span 1 Pressure: 27.39 psf SIM: 7/LSF-3.1 p Specified Member SIM: 8&9/LSF-3.2 (1)600S162�3 33 ksi @ 16"O.C. �c� Stud Design Results Interection Check Actual� Allowable Capacity Location Load Case Pass/Fail Moment Strength -2199 Ib-in 16785 Ib-in 13.10% 3.04 ft Suction Pass Momenh Stability -2199 Itrin 11669 Ib-in 1 S.&4% 3.04 ft Suction Pass Moment Dist.Buckling -2199 Itrin 13576 Ib-in 16.20% 3.04 ft Suction Pass Shear 120.49 Ibs 1240.57 Ibs 9.71 % 6.08 ft Suction Pass V!M Interaction 0.13 1 13.10% 3.04 ft Suction Pass Axial Stability -178 Ibs 2432 Ibs 7.33% 0.00 ft DL Pass P/M Interaction 0.23 1 22.69% 2.74 ft Suction Pass Moment of Inertia 0.238 in^4 2.318 in^4 10.27% 3.04 ft Suction Pass Span Deflection 0.012 in 0.122 in U5840 3.04 ft Suction Pass Specified Connections C2: Wind: Rx=-120 Ibs Rx=111 Ibs R =0 Ibs [Increased] 600T200-54 50 ksi Deflection Track w/(1)0.157"Hilti X-U to 3/16"Steel at each Stud-51%Capacity C1: Wind: Fbc=-120 Ibs Rx=111 Ibs R =178 Ibs [Increased] 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 1/4"Steel at 16"O.C.-42%Capacity • DesignPro ClarkDietrich_ Wall Designer Output Version 4.2.10 � ENGINEERIMG SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhilis Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 2 6"infill Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 11:07 AM Fax Number: 877.832.3208 REVISION #1 . Inputs r� Building Code: FBC 2014 Deflection Limit: U600 �C2 Design Option: Comer 0.7 Deflection Used: Yes Member Spacing: 16 in Vertical Slip Allowance: 0.5 in O Slip Track Fastener Offset: 1 in Bracing Distance: None Dead Load: -22 psf Knodcout Punched z: 15.666 ft Parapet Porosity: NA Under Hang Porosity: NA Wind Pressures �'-�' 0 comerzone: SIM: 3/LSF-3.0 Uppe� Span Suction: -36.28 psf SIM: 5/LSF-3.1 u er Span 1 Pressure: 27.39 psf PP Specified Member SIM: 7/LSF-3.1 p (1)600S162�13 33 ksi @ 16°o.c. SIM: 8&9/LSF-3.2 �ci Stud Design Results Irrterection Check Actual Allowable Capacity Location Load Case Pass/Fail Moment Strength -2685 Ib-in 16785 Ib-in 16.00% 3.04 ft Suction Pass Moment Stability -2685 Ib-in 11669 Ib-in 23.01 % 3.04 ft Suction Pass Moment Dist.Buckling -2685 Ib-in 13576 Ib-in 19.78% 3.04 ft Suction Pass Shear 147.13 Ibs 1240.57 Ibs 11.86% 6.08 ft Suction Pass V/M Interaction 0.16 1 16.00% 3.04 ft Suction Pass Axial Stability -178 Ibs 2432 Ibs 7.33% 0.00 ft DL Pass P/M Interaction 0.27 1 26.81 % 2.74 ft Suction Pass Moment of Inertia 0.291 in^4 2.318 in^4 12.54% 3.04 ft Suction Pass Span Deflection 0.015 in 0.122 in L/4782 3.04 ft Suction Pass Specified Connections C2: Wind: Rx=-147 Ibs Rx=111 Ibs R =0 Ibs [Increased] 600T200-54 50 ksi Deflection Track w/(1)0.157"Hilti X-U to 3/16"Steel at each Stud-63%Capacity C1: Wind: Rx=-147 Ibs Rx=111 Ibs R =178 Ibs [Increased] 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 1/4"Steel at 16"O.C.-51%Capacity ' °es'g"P�° � ClarkDietrich. Wall Designer Output Version 4.2.0 ENGINeERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills_Q�ce Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 _ � Contact Name: Kale McDaniel Wall: Section 2 parapet SIM: 3&4%LSF=3.0 Phone Number: 877.832.3206 Date/Time: 4/26/2017 / 10:15 AM SIM: 5/LSF-3.1 Fax Number: 877.832.3208 Inputs SIM: 9/LSF-3.2 � i Building Code: FBC 2014 Deflection Limit: U600 �Cz Design Option: Custom 0.7 Deflection Used: Yes Member Spacing: 16 in Bracing Distance: None Dead Load: -22 psf � Knockout• Punched z: 15.666 ft 3'-3^ Wind Pressures Custom Pressures: Span Pressure: 81.45 psf ��i Specified Member (1)600Si62-43 33 ksi @ 16"O.C. Stud Design Results Interaction Chedc Actual Allowable Capacity Lacation Load Case PasslFaii Moment Strength 1721 Ib-in 16785 Ib-in 1025% 1.63 ft Custom Pass Moment Stability 1721 I�in 15270 Ib-in 1127�0 1.63 ft Custom Pass Momen�Dist Buclding 1721 Ib-in 13576 Ib-in 12.67% 1.63 ft Custom Pass Shear 176.48 Ibs 1240.57 Ibs 1423% 0.00 ft Custom Pass V!M Interac0on 0.14 1 14.23% 0.00 ft Custom Pass Axial Stability -95 Ibs 3882 Ibs 2.46% O.OD ft DL Pass P/M Interaction 0.14 1 13.90% 1.63 ft Custom Pass Moment of Inertia 0.1 in^4 2.318 in^4 4.29% 1.63 ft Custom Pass Span Deflection 0.003 in 0.065 in U13977 1.63 ft Custom Pass Specified Connections (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) C2: Wind: Rx=176 Ibs R =0 Ibs 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 3/16"Steel at 16"O.C.-61%Capacity C1: Wind: Rx=176 Ibs R =95 Ibs 600T125-43 33 ksi Track w/(1)0.157"Hilti X-U to 1/4"Steel at 16"O.0 -61%Capacity �. \ • DesignPro ' �/ ClarkDietrich. Wall Designer Output Version 4.2.10 "' - ' ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 2 SILL FRAMING Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 11:15 AM REU�S��N #1 Fax Number: 877.832.3208 Inputs ' � I Building Code: FBC 2014 Deflection Limit: L/600 ��Z ' Design Option: Comer SIM: 5/LSF-3.1 0.7 Deflection Used: Yes � ' Member Spacing: 16 in I Bracing Distance: 6'O.C.Max Dead Load: -22 psf Knockout Punched z: 41 ft 2�-io v2^ Parapet Porosity: NA Under Hang Porosity: NA � �nd Pressures ��, Comer Zone: Span Suction: -37.02 psf Span 1 Pressure: 27.76 psf Point and Distributed Loads Load Type Load Case Direction Loc.(Start) Load(S� Lec.(End) Load(En� Lateral Point Suction(comer) Global FX 2.88 ft -130_00 Ibs NA NA Lateral Point Pressure Global FX 2.88 ft 130.00 Ibs NA NA Axial Point Suction(comer) Global FY 2.88 ft -84.00 Ibs NA NA Axial Point Pressure Global FY 2.88 ft -84.00 Ibs NA NA Specfied Member pJ(IAL& LATERAL LOADS (1)600S162-43 33 ksi @ 16"O.C. ' FROM WINDOW � Stud Design Results � Interection Check Actual Allowable Capacity Location Load Case PasslFail Moment:Strength -612 Ib-in 16785 Ib-in 3.65% 1.44 ft Suction Pass Moment:Stability -612 Ib-in 15270 Ib-in 4.01 % 1.44 ft Suction Pass Moment:Dist.Buckling -612 Ib-in 13576 Ib-in 4.51 °/a 1.44 ft Suction Pass Shear 200.96 Ibs 1240.57 Ibs 16.20% 2.88 ft Suction Pass V/M Interaction 0.16 1 16.20% 2.88 ft Suction Pass Axial Stability -168 Ibs 4045 Ibs 4.16% 0.00 ft DL Pass P/M Interaction 0.08 1 7.69% 1.29 ft Suction Pass Moment of Inertia 0.031 in^4 2.318 in^4 1.35% 1.44 ft Suction Pass Span Deflection 0.001 in 0.058 in U44423 1.44 ft Suction Pass Specfied Connections C2: Wind: Rx=-201 Ibs Rx=183 Ibs R =0 Ibs REF:SECTION 2 TOP TRACK DESIGN C1: Wind: Rx=-71 Ibs Rx=53 Ibs R =168 Ibs 600T125-43 33 ksi Track w/(2)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O C.-29%Capacity (1) 0 157" Hilti X-U to concrete is okay. �� � _�- _ O 2007 NASPEC[AISI S100] Project: SUNTRUST REVISION #1 SIM: 5lLSF-3.1 Date: 5/30/2017 Model: SECTION 2 TOP TRACK DESIGN �.,._.�.�_ � �� 150.8 � _.._.._....__�___.�_._.9'50.8._.__-�---;____.._ _..�..:. . 150.8 _ -.�...._......._1 b/ft Ld _...�___•_------_�.�__._._.._._.._ ,___w.. --�----_ R1 R2 R3 R4 4_00 ft 4.00 ft 4.00 ft Sec6on: 600T200-54 Single Track (X-X Axis) Fy= 50.0 ksi Maxo= 1789.9 Ft-Lb Moment of Inertia,I= 2.641 in^4 Va= 2728.3 Ib Loads have not been modified for strength checks Loads have rtot been modfied for deflection calculations 2�1*�.75 = 150.75pif Fiexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection ' Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb � Ma(Brc) (in) Ratio Left Span 241.2 0.135 193.0 Full 1789.9 0.108 0.006 U8144 Center Span 241.2 0.135 60.3 Full 1789.9 0.034 0.000 U106437 Right Span 241_2 0.135 193.0 Full 1789.9 0.108 0.006 U8141 Combined Bendnq and Web Criaplinq Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft-Lb) Value Req'd? R1 241.2 1.00 443.4 798.1 0.0 0.28 No R2 663.3 1.00 897.0 1614.6 241.2 0.45 No R3 663.3 1.00 897.0 1614.6 241.2 0.45 No R4 241.2 1.00 443.4 798.1 0.0 0.28 No Combined Bendinq and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 241.2 0.0 1.00 0.09 0.00 0.09 NA R2 361.8 241.2 1.00 0.13 0.13 0.19 NA R3 361.8 241.2 1.00 0.13 0.13 0.19 NA R4 241.2 0.0 1.00 0.09 0.00 0.09 NA REF: CONNECTION S.2 FOR TRACK CONNECTION TO CHANNEL For track splice 241.2�* 12 = 2895# , 2895#/6",= 482.4 � - use (2) #10=1�6 screws to ea. stud flange on ea. side of splice. • DesignPro � ClarkDietrich_ Rigid Clip Designer Output Version 4.2.10 �NGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Clearwater Offce Company ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Clip: CONNECTION S.2 •• Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 12:02 PM REVISION #1 Fax Number: 877.832.3208 Inputs Connection Design: Bypass SIM: 5/LSF-3.1 Clip: S685 Support Leg... Clip Loaded Leg Width: 1.5 in Structure: 3/16"Steel Clip Support Leg Width: 1.5 in Anchor/Structure Edge: 0.5 in Loaded Leg Clip Quantity: 1 L.S.F.1: 54-50 Clip Thickness 68 Mils L.S.F.2: None Clip Length: 5 in Wind Pressure Reactions Shear. 664 Ibs Tension: 0 Ibs Compression: 0 Ibs Clip Design 0.5 in ----- --2d � 0 0 0 � -d---- -- ;C � 0.5 in ------�--0.75 in Support Leg Design Results Loaded Leg Design Results Wind Pressure Reactions Wind Pressure Reactions Interaction Check Actual Allowable Capacity P/F Interaction Check Actual Allowable Capacity P/F Clip Shear 664 Ibs 3953 Ibs 17% Pass Clip Shear 664 Ibs 3494 Ibs 19% Pass Clip Strong Moment 664 Ibs 8473 Ibs 8% Pass Clip Moment 664 Ibs 6355 Ibs 10% Pass Clip Weak Bending 0 Ibs 424 Ibs 0% Pass Clip Compression 0 Ibs 1924 Ibs 0% Pass Clip Compression Stress 0.104 1 10% Pass Clip Tension 0 Ibs 6905 Ibs 0% Pass Clip Shear-Comp.Stress 0.047 1 5% Pass Clip Compression Stress 0 1 0% Pass Clip Weak-Axis Deflection 0 Ibs 1554 Ibs 0% Pass Clip Comp.-Shear Stress 0.028 1 3% Pass Shear 355 Ibs 394 Ibs 90% Pass Screw Shear 371 Ibs 467 Ibs 80% Pass Tension Olbs 2871bs 0% Pass Tilting/Bearing 3711bs 5341bs 69% Pass Shear-Tension 0.9 1 90% Pass Bearing 3551bs 6551bs 54% Pass Pullover Olbs 3651bs 0% Pass Shear-Pullover 0.386 1 39% Pass Selected Clip:(1)S685 with(2)Buildex#10-16 T3 to 54-50 L.S.F.and(2)0.157"Hilti X-U to 3/16"Steel-90%Capacity � (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) • DesignPro ClarkDietrich. Wall Designer Output Version 42.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 ' Contact Name: Kale McDaniel Wall: Section 3 LOWER INFILL � Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 2:23 PM REVISION #1 Fax Number: 877.832.3208 Inputs r� Building Code: FBC 2014 Deflection Limit: U600 ��Z Design Option: Typical 0 7 Deflection Used: Yes Member Spacing: 16 in Bracing Distance: 6'O.C.Max(F643-2) Dead Load: -22 psf � Knockout: Punched z: 15.666 ft Parapet Porosity NA Under Hang Porosity: NA Wind Pressures Typical Zone: 0 Span Suction: -28.70 psf Span 1 Pressure: 26.38 psf g-�' Specified Member � (1)600S162-43 33 ksi @ 16"O.C. Stud Design Results Interaction Check Actual Alloarable Capacity Location Load Case PasslFail � Moment:Strength -3751 I�in 167851b-in 22.34% 4.04 ft Suction Pass Moment:Stability -3751 Ib-in 11803 Ib-in 31.77% 4.04 ft Suc�ion Pass Moment:Dist.Buckling -3751 Ib-in 13576(b-in 27_63% 4.04 ft Suction Pass ��� Shear -154.66 Ibs 1240_57 ibs 12.47% 0.00 ft Suction Pass V/M Interaction 0.22 1 22.34% 4.04 ft Suction Pass Axial Stability -237 Ibs 2473 Ibs 9.58% 0.00 ft DL Pass P/M Interaction 0.37 1 36.73% 3.64 ft Suction Pass Moment of Inertia 0.54 in"4 2.318 in"4 23.27% 4.04 ft Suction Pass Span Deflection 0.038 in 0.162 in U2577 4.04 ft Suction Pass Specified Connections C2: Wind: Rx=-1551bs Rx=1421bs R =0 Ibs [Increased] 600T125-43 33 ksi Track w/(1)0.157'Hifti X-U to 3/16"Steel at 16"O.C.-54%Capacity C1: Wind: Rx=-155 Ibs Rx=142 Ibs R =237 Ibs [Increased] 600T125�3 33 ksi Tradc w/(2)0.157"x 1°Hilti X-U to 3000 psi Concrete at 16"O.C.-64%Capacity • DesignPro _ - �,i� ClarkDietrich_ Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 4 infill Phone Number: 877.832.3206 DatelTime: 5/30/2017 / 2:25 PM REVISIOIV #1 Fax Number: 877.832.3208 Inputs " , L' Building Code: FBC 2014 - Deflection Limit: L/600 C�Cz Design Option: Typical 0.7 Deflection Used: Yes Member Spacing: 16 in Vertical Slip Allowance: 0.5 in O Slip Track Fastener Offset: 1 in Bracing Distance: 6'O C Max(FB43-2) Dead Load: -22 psf Knockout Punched z 15.666 ft Parapet Porosity: NA Under Hang Porosity: NA Wind Pressures TyPica�zone: SIM: 6/LSF-3.1 � Span Suction: -26.58 psf Span 1 Pressure: 24.27 psf Spec'fied Member � ���sooszoasa so ks�@�s��o c. Stud Design Results Irrteraction Check Actual Allowable Capacityr Loption Load Case Pass/Fail 14�-8 Moment SVertgth -11435 Ib-in 30397 Ib-in 37.62 96 7.33 ft Suction Pass � Moment StabTity -11435 Ib-in 25626 Ib-in 44.62% 7.33 ft Suction Pass Moment Dist Buckling -11435 Ib-in 27389 Ib-in 41:75% 7.33 ft Suction Pass Shear 259.89 Ibs 1947.00 Ibs 13.35% 14.67 ft Suction Pass V/M Interacfion 0.38 1 37.62% 7.33 ft Suction Pass � Axial Stability -430 Ibs 4913 Ibs 8.76°� O.QO ft DL Pass P/M Interaction 0.49 1 49.00% 7.33 ft Suction Pass Moment of Inertia 2.985 in^4 3.319 in"4 89.92% 7.33 ft Suction Pass Span Deflection 0.264 in 0.293 in U667 7.33 ft Suction Pass 0 Specified Connections C2: Wind: Rx=-260 Ibs Rx=237 Ibs R =0 Ibs [Increased] 600T200-54 50 ksi Deflection Track w/(2)0.157"Hilti X-U to 3/16"Steel at each Stud-81%Capacity � C1: Wind: Rx=-260 Ibs Rx=237 Ibs R =430 Ibs [Increased] 600T125-43 33 ksi Track w/(3)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O.C.-71%Capaaty ��� • °es'g"P�o - ClarkDietrich_ Wall Designer Output VBfSIOf14.Z.�O ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 7 sill framing Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 2:41 PM REVISION #1 Fax Number• 877.832.3208 Inputs r� Building Code: FBC 2014 SIM: 9/LSF-3.2 Deflection Limit: U600 �Cz Design Option: Comer 0.7 Deflection Used: Yes � Member Spacing: 16 in Bracing Distance: None Dead Load: -22 psf Knockout: Punched z: 41 ft 2�-i° v2� Parapet Porosity: NA Under Hang Porosity: NA � Wind Pressures ��, Corner Zone: Span Suction: -37.02 psF Span 1 Pressure: 27.76 psf Point and Distributed Loads � Load Type Load Case Direction Loc.(Start) Load(Start) Loc.(End) Load(End) Lateral Point Suction(comer) Global FX 2.88 ft -183.00 tbs NA NA Lateral Point Pressure Global FX 2.88 ft 183.Q0 R�s NA NA Axial Point Suction(comer) Global FY 2.88 ft -235.00 Ibs NA NA Axial Point Pressure Global FY 2.88 ft -235.00 Ibs NA NA Specified Member AXIAL &' LATERAL LOADS (1)600S162-43 33 ksi @ 16�o.c. FROM WINDOW Stud Design Results Interaction Check Actual Allowable Capacity Location Load Case Pass/Fail Moment:Strength -612 Ib-in 16785 Ib-in 3.65% 1.44 ft Suction Pass ;� Moment:Stability -612 Ib-in 15270 Ib-in 4.01 % 1 44 ft Suction Pass Moment:Dist.Buckling -612 Ib-in 13576 Ib-in 4.51 % 1.44 ft Suction Pass Shear 253.96 Ibs 1240.57 Ibs 20.47% 2.88 ft Suction Pass V/M Interaction 0.20 1 20.47% 2.88 ft Suction Pass Axial Stability -319 Ibs 4045 Ibs 7.89% 0.00 ft DL Pass P/M Interaction 0.11 1 11.42% 1.29 ft Suction Pass Moment of Inertia 0.031 in^4 2.318 in^4 1.35% 1.44 ft Suction Pass Span Deflection 0.001 in 0.058 in U44423 1.44 ft Suction Pass Specified Connections C2: Wind: Rx=-254 Ibs Rx=236 Ibs R =0 Ibs REF:SECTION 7 TOP TRACK DESIGM C1: Wind: Rx=-71 Ibs Rx=53 Ibs R =319 Ibs 600T125-43 33 ksi Track w/(2)0.157"x 1"Hilti X-U to 3000 psi Concrete at 16"O.C.-29%Capacity I �� (1) 0.157. Hilti X-U to concrete is okay. - � . �. �_. : O 2007 NASPEC[AISI S100] Project: SUNTRUST � - ` Date: 5/30/2017 Model: SECTION 7 TOP TRACK DESIGN S'���:9/LSF-3.2 REVISION #1 �._.._________ .......__,. ..�._--- ___._ �_._� �.. ., __-,_.___._..__._._._ <___ � � UnifLd �� ' 190:5 . � ' � • 190.5 ' 1.90:5 Ib/ft , ___.___._.__.____.._..�_.....,__.. .__. _____._.. _ R1 R2 R3 R4 4.00ft 4.00ft 4.00ft Section: 600T200-54 Single Track (X-XA�ds) Fy= 50.0 ksi Maxo= 1789.9 Ft-Lb Moment of Inertia,I= 2.641 in^4 Va= 2728.3 Ib Loads have not been modified for strength checks 254*0.75 = 190:5PIf Loads have not been modfied for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Left Span 304.8 0.170 243.8 Full 1789.9 0.136 0.007 U6444 Center Span 304.8 0.170 76.2 Full 1789.9 0.043 �0.001 U83904 Right Span 304.8 0.170 243.9 Full 1789.9 0.136 0.007 U6441 Combined Bendinq and Web Criaplinq Reaction or Load Bmg Pa Pn Mmax Intr. StifFen Pt Load P(Ib) (in) (Ib) (Ib) (Ft-Lb) Value Req'd? R1 304.8 1.00 443.4 798.1 0.0 0.35 No R2 838.2 1.00 897.0 1614.6 304.8 0_57 No R3 838.2 1.00 897.0 1614.6 304.8 0.57 No R4 304.8 1.00 443.4 798.1 0.1 0.35 No Combined Bendinq and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 304.8 0.0 1.00 0_11 0_00 0.11 NA R2 457.2 304.8 1.00 0.17 0.17 024 NA R3 457.2 304.8 1.00 0.17 0_17 0.24 NA R4 304.8 0.1 1.00 0.11 0_00 0.11 NA REF: CONNECTION S:2 FOR TRACK CONNECTION TO CHANNEL For track splice 305�* 12 = 3660# , 3660#/6" = 610 - use (2) #10-16 screws to.ea. stud flange on ea. side of splice. � �es�g►,Pro --: � � ClarkDietrich_ Rigid Clip Designer Output Version 4.2.10 �NGItdEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills�Offce Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 � ' . Contact Name: Kale McDaniel Clip: CONNECTION S.3 _- Phone Number: 877.832.3206 DatelTime: 5/30/2017 / 2:45 PM REVISION #1 Fax Number: 877.832.3208 Inputs Connection Design: Bypass SIM: 9/LSF-3.2 Clip: S545 Support Leg... Clip Loaded Leg Width: 1.5 in ' Structure: 3/16"Steel Clip Support Leg Width: 1.5 in Anchor/Structure Edge: 0.5 in Loaded Leg... Clip Quantity: 1 L.S.F.1: 54-50 Clip Thickness 54 Mils L.S.F.2: None Clip Length: 5 in Wind Pressure Reactions Shear. 839 Ibs Tension: 0 Ibs Compression: 0 Ibs Ciip Design 0.5 in - --- � -,---- ---;C � � � 1 • I 3 1 1 1 � 'y_'____'_..__.....x O i � S t f � S � 2.5 in ; � r 3 -�---- ---0,��$ � "?___'F___ i 0.5 in "�-'�;f-0.75 in Support Leg Design Results Loaded Leg Design Results Wind Pressure Reactions Wind Pressure Reactions Interaction Check Actual Allowable Capacity P/F Interaction Check Actual Allowable Capacity P/F Clip Shear 839 Ibs 3256 Ibs 26% Pass Clip Shear 839 Ibs 2773 Ibs 30% Pass Clip Strong Moment 839 Ibs 6726 Ibs 12% Pass Clip Moment 839 Ibs 6726 Ibs 12% Pass Clip Weak Bending 0 Ibs 267 Ibs 0% Pass Clip Compression 0 Ibs 1235 Ibs 0% Pass Clip Compression Stress 0.125 1 12% Pass Clip Tension 0 Ibs 5481 Ibs 0% Pass Clip Shear-Comp.Stress 0.107 1 11% Pass Clip Compression Stress 0 1 0% Pass Clip Weak-Axis Deflection 0 Ibs 1144 Ibs 0% Pass Clip Comp.-Shear Stress 0.066 1 7% Pass Shear 3211bs 3941bs 81% Pass ScrewShear 2561bs 4671bs 55% Pass Tension Olbs 2871bs 0% Pass Tilting/Bearing 2561bs 5341bs 48°/a Pass Shear-Tension 0.815 1 81% Pass Bearing 3211bs 5201bs 62% Pass Pullover Olbs 2901bs 0% Pass Shear-Pullover 0.44 1 44% Pass Selected Clip:(1)S545 with(4)Buildex#10-16 T3 to 54-50 L.S.F.and(3)0.157"Hilti X-U to 3/16"Steel-81%Capacity (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) • �es�g�P�o � � ClarkDietrich. Soffit Designer Output VE�SIOf14.Z.�O ' ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 8 SOFFIT Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:00 PM REVISION #'1 Fax Number: 877.832.3208 Inputs �' Building Code: FBC 2014 Deflection Limit: U360 �C2 Design Option: Typical 0.7 Deflection Used: No Member Spacing: 16 in � Bracing Distance: None Dead Load: -10 psf Knockout Punched z: 15.666 ft a�-s Wind Pressures Typical Zone: SucBon: -30.08 psf Pressure: 27.76 psf Specified Member �c, (1)362S162�3 33 ksi @ 16'O.C. Stud Design Results Interaction Check Actual Alfowable Capac'�ty Loca6ion Load Case PasslFail Moment Strength -1564 Ib-in 7350 Ib-in 2127% 2.21 ft Suction Pass Moment Stability -1564 Ib-in 6931 Ib-in 22.56% 2.21 ft Sucfion Pass Momen�Dist.Buckling -1564 I�in 76301b-in 20.49% 2.21 ft Sudion Pass Shear 118.01 Ibs 678.21 Ibs 17.40°/a 4.42 ft Suction Pass V/M Interaction 0.21 1 21.27% 2.21 ft Suction Pass Axial Stability O lbs 2898 Ibs 0.00% 0.00 ft DL Pass PIM Interaction 0.23 1 22.56% 2.21 ft Suction Pass Moment of Inertia 0.105 in^4 0.694 in^4 15.19% 2.21 ft Suction Pass Span Deflection 0.022 in 0.147 in U2369 2.21 ft Suction Pass Specified Connections C2: Wind: Rx=-118 Ibs Rx=64 Ibs R =0 Ibs [Increased] Reference Clip:Sec6on 8 SOFFIT-C2-typical C1: Wind: Rx=-118 Ibs Rx=64 Ibs R =0 Ibs [Increased] Reference Clip.Sec6on 8 SOFFIT-C1-typical • DesignPro � ClarkDietrich_ Rigid Clip Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number• 2517170307-0 . Contact Name: Kale McDaniel Clip: Section 8 SOFFIT-C1 -typical - . Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:00 PM Fax Number: 877.832.3208 Inputs REVISION #1 Connection Design: Base Clip: E543 Support Leg... Clip Loaded Leg Width: 4 in Structure: 1/4"Steel Clip Support Leg Width: 1.5 in Anchor/Structure Edge: 0.5 in Loaded Leg... Clip Quantity: 1 L.S.F.1: 43-33 Clip Thickness 54 Mils L.S.F.2: None Clip Length: 3 in Wind Pressure Reactions Shear. 50 Ibs Tension: 118 Ibs Compression: 0 Ibs Clip Design 0.5 in -�--- , , -�------------x o � ; � ; o 0 E � : _ ' ° o � -�---- ------ � � � , E C 1 «S-�...._ • 3 � 0.5 in "r�"""_'_'0.75 in Support Leg Design Results Loaded Leg Design Results Wind Pressure Reactions Wind Pressure Reactions Interaction Check Actual Allowable Capacity P/F Interaction Check Actual Allowable Capacity P/F Clip Shear 50 Ibs 1864 Ibs 3% Pass Clip Shear 50 Ibs 776 Ibs 6% Pass Clip Strong Moment 50 Ibs 2167 Ibs 2% Pass Clip Moment 50 Ibs 257 Ibs 19% Pass Clip Weak Bending 118 Ibs 160 Ibs 74% Pass Clip Compression 0 Ibs 515 Ibs 0% Pass Clip Compression Stress 0.248 1 25% Pass Clip Tension 118 Ibs 2215 Ibs 5% Pass Clip Shear-Comp.Stress 0.065 1 7% Pass Clip Compression Stress 0 1 0% Pass Clip Weak-Axis Deflection 118 Ibs 623 Ibs 19% Pass Clip Comp.-Shear Stress 0.001 1 0% Pass Shear 31 Ibs 389 Ibs 8% Pass Screw Shear 149 Ibs 467 Ibs 32% Pass Tension 591bs 4171bs 14% Pass Tilting/Bearing 1491bs 2631bs 57% Pass Shear-Tension 0.222 1 22% Pass Bearing 311bs 5201bs 6% Pass Pullover 591bs 2901bs 20% Pass Shear-Pullover 0.146 1 15% Pass Selected Clip:(1)E543 with(2)Buildex#10-16 T3 to 43-33 L.S.F.and(2)0.157"Hilti X-U to 1/4"Steel-76%Capacity (Factor of Safety of 10 for P A F s and 5 for Anchor Bolts used for connections to structure) • DesignPro � ClarkDietrich_ Rigid Clip Designer Output VB�SIOf14.Z.�O -NGINEEP,ING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Clip: Section 8 SOFFIT-C2-typical Phone Number: 877.832.3206 Date/Time: 5/30l2017 / 3:00 PM - Fax Number: 877.832.3208 Inputs REVISION.#1 Connection Design: Top Clip: 5543 Support Leg... Clip Loaded Leg Width: 1.5 in Structure: 3/16"Steel Clip Support Leg Width: 1.5 in AnchoNStructure Edge: 0.5 in I Loaded Leg... Clip Quantity: 1 , L.S.F.1: 43-33 Clip Thickness 54 Mils L.S.F.2: None Clip Length: 3 in Wind Pressure Reactions Shear. 118 Ibs Tension: 50 ibs Compression: 0 Ibs il , Clip Design I 0.5 in � -�---- ------;C • z , O � � � _y.__3 ^� • __ _ i ___ ' i i i ( ] � �L.___` . � 1 � 0.5 in '. """"';"'0.75 in Support Leg Design Results Loaded Leg Design Results �� Wind Pressure Reactions Wind Pressure Reactions , Interaction Check Actual Allowable Capacity P/F Interaction Check Actual Allowable Capacity P/F Clip Shear 118 Ibs 1864 Ibs 6% Pass Clip Shear 118 Ibs 1551 Ibs 8% Pass Clip Strong Moment 118 Ibs 2167 Ibs 5% Pass Clip Moment 118 Ibs 1625 Ibs 7% Pass , Clip Weak Bending 50 Ibs 160 Ibs 31% Pass Clip Compression 0 Ibs 1134 Ibs 0% Pass Clip Compression Stress 0.089 1 9% Pass Clip Tension 50 Ibs 3065 Ibs 2% Pass Clip Shear-Comp.Stress 0.014 1 1% Pass Clip Compression Stress 0 1 0% Pass Clip Weak-Axis Deflection 50 Ibs 623 Ibs 8% Pass Clip Comp.-Shear Stress 0.004 1 0% Pass Shear 74 Ibs 394 Ibs 19% Pass Screw Shear 103 Ibs 467 Ibs 22% Pass Tension 251bs 2871bs 9% Pass Tilting/Bearing 1031bs 2631bs 39% Pass Shear-Tension 0.274 1 27% Pass Bearing 741bs 5201bs 14% Pass Pullover 251bs 2901bs 9% Pass Shear-Pullover 0.145 1 14% Pass Selected Clip:(1)S543 with(2)Buildex#10-16 T3 to 43-33 L.S.F.and(2)0.157"Hilti X-U to 3/16"Steel-39%Capacity , (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) • DesignPro � ClarkDietrich. Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 11 fascia Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:06 PM REVISION_#1 Fax Number: 877.832.3208 inputs � Building Code: FBC 2014 Deflection Limit: U600 � Design Option: Typical . 0 7 Deflection Used: Yes Member Spacing: 16 in r-2 �iz" Bracing Distance: None Dead Load: -22 psf �� Knockout• Punched z: 15.666 ft o�-s^ Parapet Porosity: Porous Under Hang Porosity: Porous o,_6. �ci Wind Pressures Typical Zone: Parape!Suction: -43-46 Psf SIM: 12 & 13/LSF-3.3 Parapet Pressure: 60.46�f � Span Suction: -30.08 psf Span 1 Pressure: 27.76�f , Underhang Suction: -30.08 psf Underhang Pressure: 27.76 psf Specfied Member (1)362S162�3 33 ksi @ 16"O.C. Stud Design Results Interaction Check Actual Allowable Capacity Location Load Case Pass/Fail Moment:Strength -706 Ib-in 7350 Ib-in 9.61 % 1.25 ft TP/OH Pass Moment Stability -706 Ib-in 7350 Ib-in 9.61 % 1.25 ft TP/OH Pass Moment:Dist.Buckling -706 Ib-in 7630 Ib-in 9.26% 1.25 ft TP/OH Pass Shear 97.41 Ibs 678.21 Ibs 14.36% 1.25 ft TP/OH Pass V/M Interaction 0.17 1 17.28% 1.25 ft TP/OH Pass Axial Stability -57 Ibs 4481 Ibs 1.28% 0.50 ft DL Pass P/M Interaction 0.10 1 10.07% 1.25 ft TP/OH Pass Moment of Inertia 0.021 in^4 0.694 in^4 2.98°/a 2.46 ft TP/OH Pass Span Deflection 0 in 0.015 in U71753 0.41 ft TP/OH Pass OH+Adj Span Deflection 0.002 in 0.082 in U20112 2.46 ft TP/OH Pass Specified Connections C2: Wind: Rx=-135 Ibs Rx=184 Ibs R =36 Ibs [Increased] Reference Clip•Section 11 fascia-C2-typical C1: Wind: Rx=-40 Ibs Rx=15 Ibs R =36 Ibs UXRC 6 W/(2)0.157 HITLI X-U AND(4}#10-16 SCREUVS TO STUD I I I • DesignPro ClarkDietrich_ Rigid Clip Designer Output V2�SIOf14.Z.�O ENGINEEP,ING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhilis Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Clip: Section 11 fascia-C2-typical Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:06 PM REVISION #1 Fax Number: 877.832.3208 Inputs Connection Design: Bypass Clip: S543 Support Leg... Clip Loaded Leg Width: 1.5 in Structure: 3/16"Steel Clip Support Leg Width: 1.5 in Anchor/Structure Edge: 0.5 in � Loaded Leg... Clip Quantity 1 I LS.F.1: 43-33 Clip Thickness 54 Mils L.S.F.2: None Clip Length: 3 in Wind Pressure Reactions ,SIM: 12 & 13/LSF-3.3 Shear. 36 Ibs Tension: 135 Ibs Compression: 184 Ibs Clip Design o.s in , ; � -'----- ------;C • � � ; t t i � i F , p 1 i ...q.1 • �..._� _ ' ��a �..� ( : � ' ( � �__ 4 f 0.5 in -�-�-�---;--0.75 in Support Leg Design Results Loaded Leg Design Results Wind Pressure Reactions Wind Pressure Reactions Interaction Check Actual Allowable Capacity P/F Interaction Check Actual Allowable Capacity P/F Clip Shear 36 Ibs 1864 Ibs 2% Pass Clip Shear 36 Ibs 1551 Ibs 2% Pass Clip Strong Moment 36 Ibs 2167 Ibs 2% Pass Clip Moment 36 Ibs 1625 Ibs 2% Pass Clip Weak Bending 135 Ibs 160 Ibs 84% Pass Clip Compression 184 Ibs 1134 Ibs 16% Pass Clip Compression Stress 0.184 1 18% Pass Clip Tension 135 Ibs 3065 Ibs 4% Pass Clip Shear-Comp.Stress 0.035 1 3% Pass Clip Compression Stress 0 1 0% Pass i Clip Weak-Axis Deflection 135 Ibs 623 Ibs 22% Pass Clip Comp.-Shear Stress 0 1 0% Pass Shear 22 Ibs 394 Ibs 6% Pass Screw Shear 111 Ibs 467 Ibs 24% Pass Tension 681bs 2871bs 24% Pass Tilting/Bearing 1111bs 2631bs 42% Pass Shear-Tension 0.292 1 29% Pass Bearing 221bs 5201bs 4% Pass Pullover 681bs 2901bs 23% Pass Shear-Pullover 0.149 1 15% Pass Selected Clip:(1)S543 with(2)Buildex#10-16 T3 to 43-33 L.S.F.and(2)0.157"Hilti X-U to 3/16"Steel-86%Capacity (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) I . �es�9�Pro - � ClarkDietrich_ Wall Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 11 fascia Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:06 PM :REV�S�.�N #1 - Fax Number: 877.832.3208 Inputs r-� Building Code: FBC 2014 Deflection Limit: U600 � Design Option: Comer 0.7 Deflection Used: Yes Member Spacing: 16 in r-2 vz" � Bracing Distance: None Dead Load: -22 psf ��Z Knockout: Punched z: 15.666 ft o�-s^ , Parapet Porosity: Porous Under Hang Porosity: Porous o,_�, �c� � Wind Pressures comerzone: SIM: 12 & 13/LSF-3.3 Parapet Suction: -49_12 psf Parapet Pressure: 81.45 psf Span Suction: -37.02 psf Span 1 Pressure: 27.76 psf Underfiang Suction: �7.02 psf Underhang Pressure: 27.76 psf Specified Member (1)362S162�3 33 ksi @ 16"O.C. Stud Design Results Interaction Check Actual Allowable Capacity Location Load Case Pass/Fail Moment:Strength -951 Ib-in 7350 Ib-in 12.94% 1.25 ft CP/OH Pass Moment Stability -951 Ib-in 7350 Ib-in 12.94% 1.25 ft CP/OH Pass Moment:Dist.Buckiing -951 Ib-in 76301b-in 12.47% 1.25 ft CP/OH Pass Shear 131.22 Ibs 678.21 Ibs 19.35% 1.25 ft CP/OH Pass V/M Interection 0.23 1 23.28% 1.25 ft CP/OH Pass Axial Stability -57 Ibs 4481 Ibs 1.28% 0.50 ft DL Pass P/M Interaction 0.13 1 13.41 % 1.25 ft CP/OH Pass Moment of Inertia 0.028 in^4 0.694 in^4 4.02% 2.46 ft CP/OH Pass Span Deflection 0 in 0.015 in U53294 0.41 ft CP/OH Pass OH+Adj Span Deflection 0.003 in 0.082 in L/14922 2.46 ft CP/OH Pass Specified Connections C2: Wind: Rx=-153 Ibs Rx=245 Ibs R =36 Ibs [Increased] Reference Ciip:Section 11 fascia-C2-comer C1: Wind: Rx=-67 Ibs Rx=12 Ibs R =36 Ibs UXRC 6 W!(2)0.157 HITLI X-U AND(4)#10-16 SCREWS TO STUD I • DesignPro � ClarkDietrich_ Rigid Clip Designer Output Version4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills-Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 - - Contact Name: Kale McDaniel Clip: Section 11 fascia-C2-corner Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:06 PM Fax Number: 877.832.3208 Inputs REVISIQN.#1 Connection Design: Bypass Clip: S543 Support Leg... Clip Loaded Leg Width: 1.5 in Structure: 3/16"Steel Clip Support Leg Width: 1.5 in AnchodStructure Edge:. 0.5 in Loaded Leg... Clip Quantity: 1 LS.F.1: 43-33 Clip Thickness 54 Mils LS.F.2: None Clip Length: 3 in �nd Pressure Reactions sn�: 361bs SIM: 12 & 13/LSF-3.3 Tension: 153 Ibs - Compression: 245 Ibs Clip Design 0.5 in � � -�---- ------`."C • O � S = � -r---- ------� t 4 7 t 0.5 in -`---------'0.75 in Support Leg Design Results Loaded Leg Design Results Wind Pressure Reactions Wind Pressure Reactions Interaction Check Actual Allowable Capacity PIF Interaction Check Actual Allowable Capacity P/F Clip Shear 36 Ibs 1864 Ibs 2% Pass Clip Shear 36 Ibs 1551 Ibs 2% Pass Clip Strong Moment 36 Ibs 2167 Ibs 2% Pass Clip Moment 36 Ibs 1625 Ibs 2% Pass Clip Weak Bending 153 Ibs 160 Ibs 96% Pass Clip Compression 245 Ibs 1134 Ibs 22% Pass Clip Compression Stress 0.238 1 24% Pass Clip Tension 153 Ibs 3065 Ibs 5% Pass Clip Shear-Comp.Stress 0.057 1 6% Pass Clip Compression Stress 0 1 0% Pass Clip Weak-Axis Deflection 153 Ibs 623 Ibs 25% Pass Clip Comp.-Shear Stress 0 1 0% Pass Shear 22 Ibs 394 Ibs 6% Pass Screw Shear 142 Ibs 467 Ibs 30% Pass Tension 761bs 2871bs 27% Pass Tilting/Bearing 1421bs 2631bs 54% Pass Shear-Tension 0.323 1 32% Pass Bearing 221bs 5201bs 4% Pass Pullover 761bs 2901bs 26% Pass Shear-Pullover 0.164 1 16% Pass Selected Clip:(1)S543 with(2)Buildex#10-16 T3 to 43-33 L.S.F.and(2)0.157"Hilti X-U to 3/16"Steel-97%Capacity (Factor of Safety of 10 for P A F s and 5 for Anchor Bolts used for connections to structure) Y �X �REVISiON #1 , � i Worst Case Joint Reactions F�c= 61# Ry= 257# , REF: CONNECTION S.1 � i � i 2 �4 12 �� � � � � Z � � � 3 15 13 11 9 7 5 � i All lapped connections are moment connection worst case: Rx = 255# Ry = 128# M = 1060in-# . . REF: CONNECTION S.2 Solution:Envelo e P SK-3 Apr 27, 2017 at 9:05 AM SOFFIT FRAME.R2D Y �X ' I ' i 1 � I � I � � 2 � '14 � 12 � 10 � � � � i N � � 362�62-43 � c�n � I M 3 M 15 � 13 M 11 M 9 M 7 M 5 i ; Solution:Envelope SK-4 Apr 27, 2017 at 9:06 AM SOFFIT FRAME.R2D Y �X i I � I � I 2 14 12 10 � cD co � � � � 2��.' 38 � � `- 3 15 13 11 9 7 5 � I � � i Member Length(ft)Displayed Solution: Envelope SK-5 Apr 27, 2017 at 9:06 AM SOFFIT FRAME.R2D Y � �X I -101b/ft ', -101b/ft � -101b/ft i 2 � i '14 12 ; i � ; i � i 10 � �i,y'.i� �.i •.i:di�`i`•,./'�.J/'\�;�'•.l''•./'':i''. ''•./':� `•,�/',ij., •.,i .. , ,�, , ',,j;,,;j'•,��`.,�;'•:i:• I 3 15 13 I 11 9 7 5 ' i I Loads:BLC 1, DL Solution:Envelope SK-6 Apr 27, 2017 at 9:06 AM SOFFIT FRAME.R2D Y � =.REVISION #1 x , � � � , -37.021b/ft ,2 � I ' ; j ' 14 �? I � � � '� i �,� — ' �. � 37'021ti/, � ,. ' ; -27.761b/ft i `,%� \��,,i/•.,l,I�'��V�,Jl',.li'�l•.I;.V J:�.i�d: ,i�,i;,,��•,.I �,li'�;ii'�I/".,.`i'•:!,�'•.ij�.,�i`,;!i`•,Il•d/�'�';'�.ir, :i� 3 15 13 11 9 7 �5 I II I Loads:BLC 2,WL Results for LC 1, DL+WL SK- 1 May 30, 2017 at 3:13 PM SOFFIT FRAME.R2D � Company . � -- Designer . , _ May 30,2017 3:13 PM Job Number . Checked By REVISION #1 . � Cold Formed Steel ProQerties - Label E ksi G ksi - Nu Therm 1E5 F Densi k/ft^3 Yield ksi Fu ksi 1 A570 Gr.33 29500 11346 .3 .65 .49 33 45 2 A607 C1 Gr.55 29500 11346 .3 .65 .49 50 65 Joint Coordinates and Temperatures Label' Xlffl-._ Y ft] .__ Temp_j_]F� 1 � N2 154.502406 91.371295 0 I 2. � N3 I 154 502406 89 70317 0 3 N4 178.140832 I 90.902545 0 i 4 N5 I 178.1 2 89.70317 0 5 N6 � 174.324925 90.993192 0 � ! 6 N7 174 324925 I 89 70317 0 7 N8 170.324925 I 91.072139 0 ' 8 N9 � 170.324925 89.70317 0 9 N 10 ! 166.324925 91.151086 0 ! 10 i N11 166.324925 89.70317 0 11 N 12 162.324925 I 91.230034 0 12 � N 13 162.324925 89.70317 0 13 ; N 14 I 158.324925 91.308981 0 � 14 ! N 15 " 158.324925 89.70317 ` 0 Joint Boundarv Conditions Joint Label X k/in Y k/in Rotation k-ft/rad Footin 1 , N2 Reaction ' Reaction 2 I N14 Reaction Reaction ' 3 i N12 Reaction Reaction I , _ 4 I N10 Reaction I Reaction I I I 5 I N8 Reaction Reaction I 6 I N6 Reaction � Reaction i i 7 N4 Reaction ! Reaction I I Cold Formed Steel Secfion Sets Label Sha e T e Desi n List Material Desi n Rules A in2�I �90,2�70)�i.._I(_0�18_0�[m�4], 1 CF1 362S162-43 Beam CU A570 Gr 33 TXpical 34 I 127 i 71 I Member Primarv Dafa Label I Joint J Joint Rotate de Section/Sha e T e Desi n List Material Desi n Rules 1 M1 N2 N3 CF1 Beam CU A570 Gr.33 T ical 2 M2 N3 N5 CF1 Beam CU A570 Gr.33 T ical 3 M3 N4 N5 CF1 Beam CU A570 Gr.33 T ical 4 M4 N6 N7 CF1 Beam CU A570 Gr.33 T ical 5 M5 NS N9 CF1 Beam CU A570 Gr.33 I T ical 6 M6 N10 N11 CF1 Beam CU �A570 Gr.33 T ical 7 M7 N12 N13 CF1 Beam I CU T A570 Gr.33 T ical 8 M8 N14 N15 CF1 Beam CU A570 Gr.33 T ical Member Advanced Data Label I Release J Release I Offset in J Offset in T/C Onl Ph sical TOM Inactive 1 M 1 Yes 2 M2 Yes RISA-2D Version 12.0.0 [M:\...1...\...\...\Revision#1\DraftinglSOFFIT FRAME.R2D] Page 1 � Company May 30,2017 oesi9ner . REVISION #1 3:13 PM Job Number • Checked By: Member Advanced Dafa (Continued)- Label I Release J Release I Offset in J Offset in T/C Onl Ph sical TOM Inactive 3 M3 Yes 4 M4 Yes I 5 I M5 Yes I 6 M 6 I Yes I 7 M7 I I I Yes I ' � g Mg I Yes ' Cold Formed Stee/Desiqn Paramefers La�l Shape _Length[.,,_Lb=outj� , Lb-injft]_Lcomp top._Lcpmp bot._K=out K-in Cm Cb R Out s...ln_sway 1 M1 CF1 1.668 � � ' 9 ' M� ' C'F1 !23 638� 4 4 ( 4 4 � � � � ' 3 M3 CF1 1.199 ' ' � d M4 � C'F1 � 1 29 � � � � , 5 M5 CF1 1.369 ! � I 6 I M6 ; CF1 ! 1.448 I I I I � ' I 7 � M7 CF1 1527 � 1_ R � MR C�F'I � 1 606 � �I � I I � Basic Load Cases BLC Description Categorv X Gravity Y Gravity Joint Point Disiributed___ 1 i DL I None I I 3 2 WL None I 3 Joint Loads and Enforced Displacemenfs — Joint Label L D M Direction Ma nitude Ib Ib-in in rad ib's^... No Data to Print... Member Poinf Loads Member Label Direction Ma nitude Ib Ib-in Loca6on ft% No Data to Print... Member Disfributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude Ib/ft End Ma nitude Ib/ft Start Location ft% End Location ft% 1 M1 Y -10 -10 0 0 2 M2 Y -10 -10 0 0 3 M3 Y -10 -10 0 0 Member Distribufed Loads BLC 2 • WL) Member Label Direction Start Ma nitude Ib/ft End Ma nitude Ib/ft Start Location ft% End Location ft°o 1 M 1 -37.02 -37.02 .75 0 2 M2 -37.02 -37.02 0 0 3 M3 -27.76 -27.76 .25 0 Load Combinations Descri tion SoI..PD...SR...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 1 DL+WL Yes � 1.333 2 1.333 RISA-2D Version 12.0.0 [M:\...\...\...\...\Revision#1\Drafting\SOFFIT FRAME.R2D] Page 2 � Company . May 30,2017 �esi9ner . REVISION #1 3:13 PM Job Number . Checked By: Member Section Forces LC Member Label Sec Axial Ib Shear Ib Moment[Ib-in] � 1 1 M1 1 -129.001 -13.578 0 I 2 2 -123.442 -13.578 67.949 3 3 -117.883 -17.726 137.99 4 4 -112.324 I -38.306 278.193 5 I I I 5 -106.765 � -58.885 521.383 6 I 1 M2 1 -58.885 ! 106.765 521.383 7 � � 2 -50.052 -7.858 I -492.493 8 I I I 3 -43.23 i -127.743 1058.447 9 ' 4 ! -30.034 3.532 -498.521 10 ' ' ' S -25.242 -112.638 668.797 11 1 M3 1 I -128.626 60.372 0 12 2 � -124.629 58.528 -216.676 13 3 I -120.632 47.433 I -407.306 14 4 -116.635 36.337 -558.013 15 5 I -112.638 25.242 I -668.797 16 � 1 ! M4 i 1 -254.231 ' 4.792 0 ' 17 � 2 I -254.231 4.792 I -18.546 18 i i i 3 -254.231 4 792 -37 091 I : 19 . 4 I -254.231 4.792 i -55.637 20 I I I 5 -254.231 ' 4.792 -74.182 21 I 1 I M5 � 1 -250.628 6.514 I 0 22 I 2 -250.628 ' 6.514 I -26.75 I 23 � � 3 -250.628 6.514 I -53.501 24 4 -250.628 6.514 -80.251 25 5 -250.628 I 6.514 -107.001 I 26 I 1 M6 1 -251.047 I 6.683 0 27 I ; 2 -251.047 6.683 I -29.028 28 3 -251.047 � 6.683 -58.057 29 4 -251.047 6.683 I -87.085 30 I 5 -251.047 I 6.683 -116.114 31 I 1 M7 1 -250.516 � 6.822 I 0 32 I I 2 -250.516 ( 6.822 -31.251 33 3 -250.516 6.822 -62.501 34 4 -250.516 6.822 -93.752 35 5 -250.516 6.822 -125.003 36 1 M8 1 -255.777 8.833 0 37 2 -255.777 I 8.833 -42.551 I 38 3 -255.777 8.833 -85.103 39 4 -255.777 8.833 -127.654 40 5 -255.777 8.833 -170.205 Member Section Deflecfions LC Member Label Sec x in in n L/ Ratio 1 1 M1 1 0 0 NC `2 2 0 0 NC 3 3 0 0 NC 4 4 0 0 NC 5 5 0 -.002 NC 6 1 � M2 1 -.002 0 NC 7 2 -.001 -.004 NC 8 � 3 -.001 0 NC 9 4 0 -.004 NC 10 5 0 0 NC �� 11 1 M3 1 0 0 NC i 12 2 0 0 NC RISA-2D Version 12.0.0 [M:\...\...\...\...\Revision#1\Drafting\SOFFIT FRAME.R2D] Page 3 Company . May 30,2017 oesi9ner . REVISION #1 3:13 PM Job Number . _ Checked By: Member Section Deflecfions (Confinuedl LC Member Label Sec x in in n U Ratio 13 3 0 0 NC 14 4 0 0 NC 15 5 0 0 NC 16 1 M4 1 0 0 NC 17 2 0 0 I NC �8 3 0 0 � NC I 19 I � � 4 � 0 0 NC 20 � 5 I 0 0 NC ' 21 I 1 M5 1 0 0 NC 22 ' 2 ' 0 0 ' NC 23 � 3 0 0 NC i 24 i i 4 � 0 I 0 � NC I 25 5 0 0 NC , 26 ! 1 � M6 1 0 I 0 NC I 27 2 0 0 NC ! 28 I i 3 0 0 NC I 29 � 4 0 I 0 NC ( 30 ! 5 ! 0 -001 NC 31 � 1 M7 1 0 I 0 NC I 32 I 2 0 I 0 NC i , 33 I I 3 ! 0 I 0 NC 34 i 4 0 -001 NC i � 35 I ' � 5 0 I -.001 NC � 36 1 M8 i 1 0 0 ' NC ! 37 2 0 0 I NC 38 3 I 0 0 NC 39 � 4 I 0 -.001 ' NC � 40 � 5 0 -.001 NC Joint Reactions LC Joint Label X Ib Y Ib MZ Ib-in 1 1 N2 -13.578 129.001 � 0 � 2 1 N14 I 8.833 255_777 I 0 3 1 N 12 6.822 250.516 I 0 4 1 N 10 6.683 251.047 0 5 1 N8 6.514 250.628 I 0 6 1 N6 4.792 254.231 - 0 7 1 N4 60.372 128.626 0 8 1 ' Totals: 80.438 1519.825 9 1 COG ft : X: 166.273 Y: 89.722 Member Cold Formed Sfee/ Code Checks (Bv Combination) LC Member Sha e UC Max Loc ft Shear UC Loc ft Pn/Om Ib Tn/Om Ib Mn/Om Ib... Cb Cm E n 1 1 M1 362S162-43 .083 1.668 .034 1.668 4870.733 6718.563 7740.657 2,252 ,g5 C5.1.1-1 2 1 M2 362S162-43 .155 11.819 .073 11.819 3640.7 6718.563 7738.493 � ,85 C3.3.1-1 3 1 M3 362S162-43 .103 1.199 .035 O 5024.363 � 6718.563 7740.657 1.486 .85 C5.1.1-1 4 1 M4 362S162-43 .047 1.29 .003 O 4998.137 6718.563 7740.657 1.667 .6 C5.1.1-1 5 1 M5 362S162-43 .051 1.369 .004 0 4973.899 6718.563 7740.657 1.667 .6 C5.1.1-1 6 1 M6 362S162-43 .052 1.448 .004 O 4948.387 6718.563 774o.s57 1.667 .6 C5.1.1-1 7 1 M7 362S162-43 .053 1.527 .004 0 4921.63 6718.563 774o.s57 1.667 .6 C5.1.1-1 , 8 1 M8 362S162-43 .060 1.606 .005 O 4893.655 6718.563 7740.657 1.667 .6 C5.11-1 ' RISA-2D Version 12.0 0 [M:\...\...\...\...1Revision#1\Drafting\SOFFIT FRAME.R2D] Page 4 � nes�gnP�o " � ClarkDietrich_ Track Connection Designer Output version a.2.�o ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Track: Connection S,1 Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:15 PM REVISION #1 Fax Number: 877.832.3208 Inputs Connection Design: Bottom Uplift Track: 362T125-43 33 Structure: 3/16"Steel Stud: (1)362S162-43 33 Anchor: (2)0.157"Hilti X-U Stud Spacing 0"o.c. Pattem: 2 fasteners at each stud. Flange Screw• (1)Buildex#10-16 T3 per flange. Condition: Track Continuous Wind Pressure Reactions Shear. 61 Ibs Tension: 257 Ibs Track Connection Design . �� � . � o , « �: � � 0 0 {J J ; m � 7 � � C � CJ CJ' LL LL� 0.75 in �—0.75 in ...cont. Design Results Wind Pressure Reactions Interaction Check Actual Allowable Capacity Pass/Fail Hanging Load 2571bs 403 Ibs 64% Pass Punch Through 61 Ibs 1047 Ibs 6% Pass Web Crippling 61 Ibs 440 Ibs 14% Pass Shear 301bs 3941bs 8% Pass Tension 128 Ibs 287 Ibs 45% Pass Shear/Tension 0.52 1 52% Pass Bearing 301bs 2871bs 11% Pass Pullover 128 Ibs 160 Ibs 80% Pass Shear-Pullover 0.48 1 48% Pass Flange Screw 128 Ibs 263 Ibs 49% Pass Selected Track:362T125-43 33 ksi Track wl(2)0.157"Hilti X-U to 3/16"Steel at each Stud-80%Capacity (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) �UBJECT MOMENT CONNECTION SCREW Project: Su �,,,� ClarkDietrich..� rhGIN;ERiN{d sFa.��crs - DESIGN Sheet: 1 Of 1 _ - . � By: MLB Date: 5/30/17 ALSO SOFFIT STUD CONNECTION S:2 SPLICE �nput Screw Type ,. #10-16 � Material Gauge � 18 ga + + Material Yield Strength REVISION #1 33 ksi + + Number of Screws along X 2 Number of Screws along Y 2 Spaang Beiween Screws in X Direction 2 in Spaang Between Screws in Y Direction 2 in Note: Load along X Axis 255 Ibs Load along Y A�as 128 Ibs Morrtent 1060 in-Ibs Output Distance from C.G.to outtermost screw(X) 1 in Distance from C.G.to outtermost screw(Y) 1 in Ix 4 in4 ly 4 in4 J 8 in4 Vx 63.75 Ibs Vx' 132.50 Ibs Vy 32.00 Ibs Vy' 132.50 Ibs Total Shear Load on Screws 256.07 Ibs 97a�o Percent Allowable Shear Load on Screws 263 Ibs Stressed Connection is Adequate Updated:07/28/06 • nesignPro ---- � ClarkDietrich_ Wail Designer Output Version 4.2.0 � ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Wall: Section 13 6"COLUMN STUDS ` Phone Number: 877.832.3206 Date/Time: 4/27/2017 / 9:44 AM REVISION #1 Fax Number: 877.832.3208 Inputs � Building Code: FBC 2014 Deflection Limit: L/600 �Cz Design Option: Comer 0.7 Deflection Used: Yes Member Spacing: 12 in 0 Bracing Distance: 6'O.C.Max(F643-1) Dead Load: -22 psf Knockout: Punched z: 15.666 ft Wind Pressures Comer Zone: Span Suc6on: -24.79 psf Span 1 Pressure: 19.95 psf Specified Member (��soos�s2� ��,si��r o.c. 0 Stud Design Results Interaction Check Actual Allowable Capacity► Location Load Case Pass/Fa�l Moment:Strength -7288 Ib-in 16785 Ib-in 43.42% 7.00 ft Suction Pass ta'-o' Q Moment:StabTrty -7288 Ib-in 11803 I�in 61.75% 7.b0 ft Suction Pass Moment•Dist Buckling -7288 I�in 13576 Ib-in 53.68% 7.00 ft Suction Pass , Shear -173.531bs 1240.57 Ibs 13.99% 0.00 ft Suction Pass V/M Interaction 0.43 1 43.42% 7.00 ft Suction Pass Axial Stability -308 Ibs 2473 Ibs 12.45% 0.00 ft DL Pass � P/M Interection 0.68 1 67.98% 6.30 ft Suction Pass Moment of Inertia 1.816 in^4 2.318 in^4 78.33% 7.00 ft Suction Pass Span Deflection 0.219 in 0.28 in LR66 7.00 ft Suction Pass Specified Connections � (Factor of Safety of 10 for P.A.F.s and 5 for Anchor Bolts used for connections to structure.) C2: Wind: Rx=-174 Ibs Rx=140 Ibs R =0 Ibs 600T125-43 33 ksi Track w/(1)Buildex#10-16 T3 to 22-33 Light Gauge Steel Deck at 16"O.C.-167%Capacity(Failed) 0 C1: Wind: Rx=-174 Ibs Rx=140 Ibs R =308 Ibs ��� 600T725�13 33 ksi Track w/(2)0.157"x 1"Hilti X-U to 3000 psi Concrete at 12"O.C.-95%Capacity • DesignPro .� ClarkDietrich. Track Connection Desi ner Out Ut - ENGINEERIMG SERVICES 9 P Version 4.2.0 Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Track: SECTION 13 TRACK CONNECTION TO COLUMN Phone Number: 877.832.3206 Date/Time: 4/28/2017 / 10:44 AM Fax Number: 877.832.3208 Inputs _ Connection Design: Bottom Uplift Track: 362T125-43 33 Structure: 43-33 L.S.F. Stud: (1)362S162-43 33 Anchor: (2)Buildex#10-76 T3 Stud Spacing 16"o.c. Pattem: 2 fasteners at each stud. Flange Screw• (1)Buildex#10-16 T3 per flange. Condition: Track Continuous Wind Pressure Reactions Shear. 102 Ibs Tension: 40 Ibs Track Connection Design (Fasteners must be staggered to maintain 2.75 in spacing!) ! ; o d? a �� m �; 0 0: J J 1tt N �� � m � C � C� C6 ��LL LL 1 t _:r:�.:.'._::r-:= ___ _. '_'--__—__'c -r".-��c— '�__'=__�.___.—_...__.. __,.. --_.. . _� 0.75 in 0.75 in �:.---_-�_-----_ - -. _�, cont... ...cont. Design Results Wind Pressure Reactions Interaction Check Actual Allowable Capacity Pass/Fail Hanging Load 40 Ibs 403 Ibs 10% Pass Punch Through 102 Ibs 1047 Ibs 10% Pass Web Crippling 102 Ibs 440 Ibs 23% Pass Fastener Shear 51 Ibs 467 Ibs 11% Pass Fastener Tension 20 Ibs 645 Ibs 3% Pass Fastener ShearlTension 0.11 1 11% Pass Tilting-Bearing 51 Ibs 263 Ibs 19% Pass Pullover 20 Ibs 159 Ibs 13% Pass Pullout 20 Ibs 109 Ibs 18% Pass Bearing-Pullover 0 17 1 17% Pass Tilting-Pullout 0.28 1 28% Pass Flange Screw 20 Ibs 263 Ibs 8% Pass Selected Track:362T125-43 33 ksi Track w/(2)Buildex#10-16 T3 to 43-33 L.S.F.at each Stud-28%Capacity • DesignPro �y� ClarkDietrich_ Opening DesignerOutput Version4.2.10 , ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0/1)WINDOW D3 � Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:27 PM REVISION #1 Fax Number: 877.832.3208 Inputs Building Code: FBC 2014 Wind Load Deflection Limit: U600 Wind Zone: Typical 0.7 Wind Load Deflection Used: Yes Stud Spacing: 16"O.C. Dead Load Deflection Limit: L/360 Bracing Distance: 6'O.C.Max Dead Load Deflection Limit(in): 0.5 in z: 15.666 ft Vertical Slip Allowance: 0.5 in Dead Load: -22 psf Parapet Porosity: NA Under Hang Porosity: NA Wind Pressures Opening Dead Load Add'I Head Dead Load Typical Zone: Span Sudion: -26.54 psf Opening(1): -22 psf Head(1): 0 pif Span(1)Pressure: 24.23 psf Design c2 ,I�- �.� -- -- ------ ----- -- - �c2-c2 �, � H1 �Cr2-C1 14'-10" � 2'-10" S1 �Cr1-C2 5'-3" C1 � -- -- ------ ----- -- -- �Cr1-C1 �3'-8 1/2"� Cripple Detail I • DesignPro ��ii► ClarkDietrich_ Opening Designer Output VB�SIO�4.Z.'IO� ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 _ Contact Name: Kale McDaniel Opening: (LSF-4.0/1)WINDOW D3 Fhone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:27 PM REVISION $�1 Fax Number: 877.832.3208 Head(H1) Design Results , IMPORTANT NOTE:Head tracks must be continuous.Splicing of tracks is not allowed. �� Tradc Member - (2)600T125-43 33 Punched Gravity Member. (2)600S162�3 33 u Interaction Check Actual Allowable Capaaty Location Load Case PasslFAIL i Mx_Top -1848!b-in 9093 Ib-in 20.32% 1.85 ft Suction PASS Vx_Top 166.08 Ibs 1376.021bs 12.07% 3_71 ft Suction PASS I VMx_Top 020 1 20.32°�6 1.77 ft Suction PASS Ix_Top 0.1T2 in4 1.766 in4 6.91% 1.85 ft Suction PASS I Deflection_xTop 0.00.5 in 0.074 in U8688 1.85 ft Suction PASS My 3063 Ib-in 27153 Ib-in 11.28% 1.85 ft DL PASS ' Vy -275.34!bs 2481.14 Ibs 11.10 96 3.71 ft DL PASS VMy 0.11 1 1128°� 1.77 ft DL PASS ly 0.173 in4 4.637 in4 3.74% 1.85 ft DL PASS Deflection�r 0.005 in 0.037 in U9632 1.85 ft DL PASS Mx_Bottom -761 Ib-in 9093 Ib-in 8.37°/a 1.85 ft Suction PASS ' Vx_Bottom 55.38 Ibs 1376.02 Ibs 4.02% 3.71 ft Suction PASS VMx_Bottom 0.08 1 8.37°h 1.77 ft Suction PASS Ix_Bottom 0.049 in4 1.766 in4 2.77% 1.85 ft Suction PASS Deflection_xBottom 0.002 in 0.074 in ' U21640 1.85 ft Suction PASS � Box Header Clip Connection to Jamb:Rx(top)_-1661bs Rx(bottom)_-55 Ibs I (2)S545 w/(2)#10-16 screws tn Head,(2)#10-16 screws to Jamb-35%Capacity I Box Header Track Connection to Jamb:Ry=275 Ibs 4"L,600T125-43 33 tric pc w/(4)#10-16 screws to Head,(4)#10-16 screws to Jamb-31%Capacity I Sill (S1) Design Results � IMPORTANT NOTE:Sill tracks must be continuous.Splicing of tracks is not allowed. I �� �� Track Member. (1)600T125�3 33 Interaction Check Actual Allowable Capacity Location Load Case Pass/FAIL ' Mx -2062 Ib-in 9093 Ib-in 22.67% 1.85 ft Suction PASS i Vx 172.25 Ibs 1376.02 Ibs 12.52% 3.71 ft Suction PASS VMx 0.23 1 22.67% 1.77 ft Suction PASS Ix 0.135 in4 1.766 in4 7.63% 1.85 ft Suction PASS Sill Connection to Jamb:Rx=-172 Ibs (1)S545 w/(2)#10-16 screws to Sill,(2)#10-16 screws to Jamb-37%Capacity I • DesignPro �� ClarkDietrich_ Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 � Contact Name: Kale McDaniel Opening: (LSF-4.0/1)WINDOW D3 Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:27 PM Fax Number: 877.832.3208 REVISION #1 Uniform Cripple Results Punched Cripple Member: (1)600S162-43 33 @ 16"O.C. Interaction Check Actual Allowable Capacity Location Load Case Pass/FAIL Cripple(1) M_str -1463 Ib-in 16785 Ib-in 8.72% 2.63 ft Suction PASS M_stb -1463 Ib-in 12989 Ib-in 11.26% 2.63 ft Suction PASS M dist -1463 Ib-in 13576 Ib-in 10.78% 2.63 ft Suction PASS V 92.89 Ibs 1240.57 Ibs 7.49% 5.25 ft Sudian PASS V/M 0.09 1 8.72% 2.63 ft Suction PASS P 154 Ibs 2870 Ibs 5.37% 0.00 ft DL PASS PIM 0.14 1 14.10% 2.36 ft Suction PASS I_req 0.137 in4 2.318 in4 5.90% 2.63 ft Sudion PASS Span Deflection 0.006 in 0.105 in U10176 2.63 ft Sudion PASS (Factor of Safety of 10 for PA.F.s and 5 for Anchor Balts used for connecGons to structure.) C2: Wind: Rx=-93 Ibs I�=8515s =p(bs [Increased] Cripple Connection to Sill Tradc @ 2396 Capeaty C1: Wind: Rx=-93 Ibs Fbc=85 Ibs =237 Ibs pnaeased] 600T125-43 33 ksi track w/(1)Q157'x 1'Hdti X-U in 3000 psi Concrete at 16'O.C.-76%Capacity � DesignPro �p� ClarkDietrich_ Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ` ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0/1)WINDOW D3 REVISION #"1 Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:27 PM � Fax Number: 877.832.3208 Uniform Cripple Results Punched Cripple Member• (1)600S162-43 33 @ 16"O.C. i Interaction Check Actual Allowable Capacity Location Load Case Pass/FAIL Cripple(2) M_str -2073 Ib-in 16785 Ib-in 12.35% 3.13 ft Suction PASS M_stb -2073 Ib-in 11803 Ib-in 17.57°,G 3.13 ft Suction PASS M dist -2073 Ib-in 13576 Ib-in 1527°,6 3.13 ft Suction PASS V -110.58 Ibs 1240.57 Ibs 8.91% 0.00 ft Suction PASS V/M 0.12 1 12.35% 3.13 ft Suction PASS P 183 Ibs 2473 Ibs 7.41% 0.00 8 DL PASS P/M 021 1 21.47% 2.81 ft Sucxion PASS I_req 0.231 in4 2.318 in4 9.95% 3.13 ft Sudion PASS Span Deflection 0.012 in 0.125 in U6031 3.13 ft Sudion PASS (Fador of Safety of 10 for PAF.s and 5 for Anchor Bolts used for connecxio�u to strudure.) C2: wnd: Rx=-111 Ibs Rx=101 Ibs =0 fbs pncreasedJ 600T200-33 33 ksi deflection track w/(1)0.157"Hilti X-U in 3H6"Steel at each cripple-98%Capaaty C7: Wind: Ibc=-111 Ibs Rx=101 Ihs =183 Ibs [Incxeased] Attach Tradc to Header using(2)Hilti#10-16 T3 Q 24'O.C.-3256 Capaciiy • DesignPro - �� ClarkDietrich. Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0/1)WINDOW D3 Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:27 PM REVISION #'1 Fax Number: 877.832.3208 Jamb Results Punched Stud Member: (2)600S162-54 50 Track Member. (1)600T125-43 33 Interaction Check Actual Allowable Capacity Location Load Case PasslFAIL M_str -21902 Ib-in 61427 Ib-in 35.66% 8.07 ft Suction PASS II M_stb -21902 Ib-in 34261 Ib-in 63.93% 8_07 ft Sudion PASS I M dist -21902 Ib-in 48471 Ib-in 45.19% 8.07 ft Suction PASS V -367.01 Ibs 3893.99 Ibs 9.43% 0_00 ft Suction PASS V/M 0.36 1 35.68°k 8.08 ft Suction PASS P 493 Ibs 6698 Ibs 7.36% 0.00 ft DL PASS P/M 0.70 1 69.52% 8.07 ft Suction PASS I_req 5.482 in4 5.721 in4 95.83% 7.42 ft Suction PASS Span Deflection 0284 in 0.297 in U626 7_42 ft Suction PASS (Factor of Safety of 10 for P.A.F.s and 5 tor Anchor Bolts used for connections to structrxe_) C2: Wind: Rx=-342 Ibs Rx=313 Ibs R =0 Ibs [Increased] 600T200-54 50 ksi deflection track w/(2)0.157"Hilti X-U in 3/16"Steel at each jamb-87%Capacity C1: Wind: Rx=-367 Ibs Rx=335 Ibs R =493 Ibs [Increased] 600T125-43 33 ksi track w/(3)0.157"x 1"Hilti X-U in 3000 psi Conaete at each jamb-82°�Capaaty i - DesignPro � �� ClarkDietrich_ Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDieVich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0/2)DOOR 110A - Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:28 PM �RE�/�S��N $�1 Fax Number: 877.832.3208 Inputs Building Code: FBC 2014 Wind Load Deflection Limit: U600 Wind Zone: Typical 0.7 Wind Load Deflection Used: Yes Stud Spacing: 16"O.C. Dead Load Deflection Limit: U360 Bracing Distance: 6'O.C.Max Dead Load Deflection Limit(in): 0.5 in z: 15.666 ft Vertical Slip Allowance: 0.5 in Dead Load: -22 psf Parapet Porosity NA Under Hang Porosity: NA Wind Pressures O enin Dead Load Add'I Head Dead Load P 9 Typical Zone: Span SucSon: -26.54 psf Opening(1): -72 psf Head(1): 0 pif , Span(1)Pressure: 24.23 psf Design cz � _' _ __"" "___" _ _ l';�ItiC H1 C�Cr1-C1 14'-10" 8'-2" C1 � -- -------- --------- -- �-3'-4"� Cripple Detaii - DesignPro � ClarkDietrich_ Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0/2)DOOR 110A Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:28 PM REVISION #'1 Fax Number: 877.832.3208 Head(H1) Design Results IMPORTANT NOTE:Head tracks must be continuous.Splicing of tracks is not allowed. � Track Member: (2)600T125-43 33 Punched Gravity Member: (2)600S162-43 33 �� Irtteraction Check Actual Allowable Capacity Location Load Case PassIFA1L Mx Top -1474 Ib�n 9093 Ib-in 16.?2°�6 1.67 ft Suction PASS Vx_Top 147.44 Ibs 1376.02 Ibs 10.72% 3.33 ft Suction PASS VMx_Top 0.16 1 16.22°,6 1.59 ft Suction PASS Ix Top 0.087 in4 1 766 in4 4.95% 1.67 ft Sucfion PASS Deflection_xTop 0.003 in 0.067 in U12112 1.67 ft Suction PASS My 2445 Ib-in 27153 Ib-in 9.00% 1.67 ft DL PASS Vy -244.45 Ibs 2481.14 Ibs 9.85% 3.33 ft DL PASS VMy 0.10 1 9.85% 3.17 ft DL PASS ly 0.124 in4 4.637 in4 2.68% 1.67 ft DL PASS Deflectiony 0.003 in 0.027 in L/13428 1.67 ft DL PASS Mx_Bottom -602 Ib-in 9093 Ib-in 6.62°�6 1.67 ft Sudion PASS Vx_Bottom 47.92 Ibs 1376.02 Ibs 3.48°� 3.33 ft Suction PASS VMx_Bottom 0.07 1 6.62°� 1.59 ft Suction PASS Ix_Bottom 0.035 in4 1.766 in4 1.96% 1.67 ft Suction PASS Deflection_xBottom 0.001 in 0.067 in U30667 1.67 ft Suction PASS Box Header Clip Connection to Jamb:Rx(top)_-147 Ibs Rx(bottom)_-48 Ibs (2)S545 w/(2)#10-16 screws to Head,(2)#10-16 screws to Jamb-31%Capacity Box Header Track Connection to Jamb:Ry=244 Ibs , 4"L,600T125-43 33 trk pc w/(4)#10-16 screws to Head,(4)#10-16 screws to Jamb-28%Capacity = DesignPro � ClarkDietrich. Opening DesignerOutput Version4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4:0/2)DOOR 110A REV'�S��N �.1 Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:28 PM Fax Number• 877.832.3208 Uniform Cripple Results Punched Cripple Member: (1)600S162-43 33 @ 16"O.C. Interaction Check Actual Allowable Capacity Location Load Case Pass/FAIL Cripple(1) M str -2019 Ib-in 16785 Ib-in 12.03% 3.08 ft Suction PASS M stb -2019 Ib-in 11803 Ib-in 17.10% 3.08 ft Suction � PASS M dist -2019 Ib-in 13576 Ib-in 14.87% 3.08 ft Suction PASS V -109.11 Ibs 1240.57 Ibs 8.80% 0.00 ft Suction PASS V/M 0.12 1 12.03% 3.08 ft Suction PASS P 181 Ibs 2473 Ibs 7.31 % 0.00 ft DL PASS P!M 021 1 20.95% 2.77 ft Suction PASS I_req 0.722 in4 2.31 S in4 9.56°� 3.08 ft Suction PASS Span Deflection 0.012 in 0.123 in U6279 3.08 ft Suction PASS (Facior of Safety of 10 for PAF_s and 5 for Anchor Botts used for connections to struchue.) C2: Wind: Rx=-109 fbs Rx=100 Ibs R =0 Ibs [Incxeased] 600T200-33 33 ksi defledion Vadc w/(1)0.157"Hilti X-U in 3/16"Steel at each cripple-97%Capacity C1: Wind: Rx=-109 Ibs Rx=1001bs R =181 Ibs [Inaeased] Attach Tradc to Header using(2)Hilti#10-16 T3 @ 24"O.C.-31%Capaaty � DesignPro �1i ClarkDietrich. Opening Designer Output Version 4.2.10 ENGINEERING SERVICES Project Name: SunTrust Bank Tampa Bay-Zephyrhills Office Company: ClarkDietrich Engineering Services LLC Project Number: 2517170307-0 Contact Name: Kale McDaniel Opening: (LSF-4.0l2)DOOR 110A Phone Number: 877.832.3206 Date/Time: 5/30/2017 / 3:28 PM REVISION #1 Fax Number 877.832.3208 Jamb Results Punched Stud Member: (2)600S162-54 50 Track Member. (1)600T125-43 33 Interaction Check Actual Allowable Capacity Location Load Case Pass/FAIL M str -20356 Ib-in 61427 Ib-in 33.14% 7.42 ft Suction PASS M stb -20356 Ib-in 34261 Ib-in 59.41 % 7.42 ft Sudion PASS M dist -20356 Ib-in 48471 Ib-in 42.00°/a 7.42 ft Suction PASS V �d57.89 I� 3893.99 Ibs 11.76°�6 0.00 ft Sudion PASS VIM 0.33 1 33.15% 8.17 ft Suction PASS P 462 Ibs 6698 Ibs 6.90°10 0.00 ft DL PASS P/M 0.65 1 64.69% 7.42 ft Suction PASS • I_req 5.207 in4 5.721 in4 91.02°� 7.42 ft Suction PASS Span Deflection 0.27 in 0297 in U659 7.42 ft Sudion PASS (Factor of Safety of 10 fw P.A.F.s and 5 for Anchor Bolts used for connections to structure.) C2: Wind: Rx=-324 Ibs Rx=296 Ibs =0 Ibs [Increased] 600T200.54 50 ksi deflection track w/(2)0.157"Hilti X-U in 3/16"Steel at each jamb-82°/a Capaaty C1: Wind: Rx=�d58 Ibs Rx=418 Ibs =462 Ibs [Increased] 600T125-43 33 ksi track w/(1)1/4"x 1-3l4"Hilti Kwik-Con in 3000 psi Concrete at each jamb-82°k Capaaty / . CITY OF ZEPHYRHILLS 5335-8TH STREET ,,/ -�� (813)780-0020 18,7.�97 BUILDING PERMIT �� - -- PERMIT INFORIVIATION � -= -- LOCATION INFORMATION ��� Permit Number: 18797/18514 Address: 7809 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SITE WORK Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 34-25-21-0150-00000-0020 Improv. Cost: OWNER INFORMATION Date Issued: 8/24/2017 Name: HILL GRAY SEVEN LLC Total Fees: Address: 1350 CITY VIEW CTR Amount Paid: OVIEDO, FL. 32765-5530 Date Paid: Phone: (407)237-4430 Work Desc: COST W/BP#18514---SITE WORK ONLY----SUNTRUST BANK CONTRACTOR S APPLICATION FEES GRADE A WAY � � � Ins ections Re uired ' FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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. NO OCCUPANCY BEFORE C.O. �� �� CON� CTO IGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Datn Received phone Contact tor.Pertnitting Y �3 .t �p - 'l�"f l - +°, ��-( �In%� ,��' 1 1 1 � � � t 1 � � � � 1 ' y��-_2 3�--y� �l 19 P -l�.. Owners Name � ��� Ownar Phone Number ��1 �Q/� Owners Address ���� C 1 v� �� oy,(!� O �ner Phone Number � �— � FeeSlmpleTiUeholtlerName ��3an�mber ��— Foe Slm le Titleholdor Ad ress ' � JOBADDRESS �� � ` �R� �ltJ , ��-' LOT# � SUBDIVISION �' �'r `h� `�PARCEL ID# ��"��'�J "ac'�� �5 C7� Q�O�(°'J� �� (OBTAINEO FROM PROPERTY TA7C NOTC� WORK PROPOSED B NEW coNSTR� ADDIALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q � t 4 OESCRIPTION OF WORK � BUILDING SIZE SQ FOOTAGE� HEIGHT � QBUILDING„J�� �' • up��A`TJ,IOyOFTO�L�'CMOM1S�RIJCTlO� ����'��`� I /I/ JFy� ��1. 7c�L 7 QELECTRICAL S AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. QPLUMBING S QMECHANICAL 5 VALUATION OF MECHANICAL INSTALLATION �n, ��� � Y% OGAS 0 ROOFING Q SPECIALTY 0 OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � �.. BUILDER ` COMPANY � L Cb/1, l��. ' SIGNATURE �BEG�STERED /N FEECURREn Y N ✓ Address � � �l d FL License tF �t��� � g ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE GURRE� Y/N Address License p PLUMBER COMPANY SIGNATURE REGISTERED Y! N FEE CURREA Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTQ2ED Y/ N FEE CURRE� Y!N Address License q OTHER GOMPANY SIGNATURE REGISTERED Y/ N FEECURRE� Y/N Address License fl IIIIIIII �IIIIIIIIIIIIIIt11111111illlllllllltllllllt11111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sels of Building Plans;(1)sel of Energy Fortns;R-O-W Permit Tor new construcfion, Minimum ten(10)working days atter submiftal dale. Requfred onsite,Consiruction Plans,Slormwater Ptans wl Sill Fence installed, Sanitary Facilities&1 dumpster;Site WoAc Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Li(e Safety Page:(1)set of Energy Forms.R-O-W Permit for new construction. Minlmum ten('10)working days after submitlal date. Required onsite,Construclion Plans,Stormwater Plans w/Silt Fence installed, SanNary Facilities&1 dumpster.Site Work Permit(or all new pmJeGs.All commarcial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW conslruction. Dlrections: Fiil oul application completely. Owner&Contractor sign back of application,notarized , If ov¢r 52500,a NoGce oT Commencomant is required. (A/C upgrades over 57500) i " Agent(for ihe contractor)or Power of Attomey(for the owner)would be someone wiih nolarized letter trom owner authorizing same �� OVER THE COUNTER PERMIT'fING (copy of conlrect required) I Reroofs if shingles Sewers Service Upgrades AIC Fences(PIoUSurvey/Footage) Drtveways-Not over Counler if on public roadways..needs ROW 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 Iicensing requirements may apply for the intended work,they are advised to contact the Pasco County Buiiding 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 CountyOrdinance 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"ceRificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, lhe fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due,they must be paid prior to permit.issuance in accordance with applicable Pasco County ordinances. CONSTRUCTI�M LIEN LAW(Chapter 713,Fiorida 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 cehify 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 regulaGons, 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 8 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 �vill 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 ehgineered 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 permil 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. A�extension may be requested, in writing,from the Buiiding Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extensi�n. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA�Y RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FI�VANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMME CEMENT. FLORIDAJURAT(F.5.1 7.03) � /" J� � OWNER OR AGENT � /J I S`— �I� CONTRACTOR�� �.+`.�' /� 'q Su6saibed and swor o r�Ffirm )Defor m this Subsc ibeclp tl wom to(o�a�mi bef a ' by � �'ir-.p ardB Who islare personall n w me or aslhave produce Who islare erso ally known to me as/have pr uced as identification, as identification. ` � �Cy�"w-v`��"''.� ��1 Lc7�(.,r�.�t�— , _ 7+ ary Public Notary Pu61ic Co mission No. � I ^ �Commission No. � �o� /, ��Vl�. Y' lAQ � R` -.u'�'b.s`, Name of Notary typed,printed or stamped �„ gqNppqMCINfOSN v , �"""' DANISHIA RODRIGUEZ ;����xy ,��pRY P�b� yr� r MYCOMMISSION t FF 132875 ;�*, �*�: Notary Pubiic-State of Florida "--���'�;��,= EXPIRES:August30,2018 _ d . E My Comm.Expires Aug 21,2018 •�;Rf���` BondedThNNotaryPublicUndaiwrilers N�9le oF�;� Commission#FF 153038 �''�°���" Bonded through Nationaf Notary Assn. 'F. _-n"a �..���_ �, ,.�., ��� � . q. ��r�:.. .q� � Complete Sitework . August, 24, 2017 Please let this letter serve as authorization for the following to sign/pickup permits on behalf of Grade- A-Way, LLC. Stanley L Croy Marion N Hampton William M Agner Tommy S Sheffield Respectfully, a��zl� G�- � � � Stanley L Croy Manager CUC1223868 COUNTY of Polk STATE of Florida Sworn to and subscribed before me this 24th day of August, 2017, by Stanley Croy who is personally known. ���, Nomry Publ�e State of Flonda . `�; William M Agner Jr My Commiss�on FF 202519 � �p Expirea 03/03JZ019 (Notary signature eal) PO Box 91809 2125 Old Combee Road office.863-606-9308 WWw.gradeaWay.com Lakeland,FL 33804 Lakeland,FL 33805 fax:863-668-9409 CITY OF ZEPHYRHILLS, FLORIDA 5335 8TH STREET CONTR.ACTORS COMPLETION NAME: Gerardi Construction Inc DATE: February 1, 2018 ADDRESS : 7809 Gall Blvd Zephyrhills Fl 33542 PARCEL I.D. 34-25-21-0150-00000-0020 SUBDIVISION : City of Zephyrhills TYPE OF BUILDING : Commercial Building - Suntrust Bank PERMIT'(s) bp#18514,18797,19129 Building Completion : 2/1/2018 REMARKS : Given 30 days to complete remainer of work for certificate of occupancy BILL BURGESS BUILDING OFFICIAL/ JB � � Jacqueline Boges From: Jacqueline Boges Sent: Thursday, February 1, 2018 3:59 PM To: 'Collin Parenton' Cc: Brian Guest; Phil Gerardi Subject: RE: SunTrust 7809 Gall Blvd Attachments: suntrust.pdf You are welcome . see attached. --, ��`� ��� �.� � ���w � e� 'y, r^,f f ; Jackic Boges - - � -�� j 813-780-0020 ext 3�13 "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: Collin Parenton [mailto:CParenton@gerardiconstruction.com] Sent:Thursday, February 1, 2018 1020 AM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Cc: Brian Guest<BGuest@gerardiconstruction.com>; Phil Gerardi<PGerardi@gerardiconstruction.com> Subject:SunTrust 7809 Gall Blvd Good Morning Jackie, My superintendent, Brian Guest, informed me that we have achieved building completion from the City of Zephyrhills. Could you please send me a copy of the Construction Completion Certificate? I truly appreciate all that you have done to help us on this project. Collin Parenton Project Manager/Estimator Gerardi Construction Inc. 1604 N. 19th Street Tampa, FL. 33605 P:(813)248-4341 F: (813)248-4991 C:(813)416-6963 cparenton@�erardiconstruction.com i Jacqueline Boges From: Rodney Corriveau Sent: Tuesday, February 6, 2018 3:06 PM To: Jacqueline Boges Cc: Todd Vandeberg Subject: RE: DEVELOPMENTAL ORDER Planning performed a site visit today and the site is in conformance with the site plan and landscape plan as indicated on the originally submitted and approved plans. I will place a copy of this email chain in our file. Thanks, Rod � . � ��� ��� ,�'` �� ZEPHYRHILLS-HOMETOWIV AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. - ----------_ ____ -----..._--- ---._.._�__�. From:Jacqueline Boges Sent:Tuesday, February 06, 2018 2:32 PM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Cc:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Subject: RE: DEVELOPMENTAL ORDER Okay thank you for the updatesiee... From: Rodney Corriveau ` � Sent:Tuesday, February 6, 2018 1:04 PM To:Jacqueline Boges<Ibo�es@ci.zephyrhills.fl.us> Cc:Todd Vandeberg<tvandeber�@ci.zephyrhills.fl.us> Subject: RE: DEVELOPMENTAL ORDER i .�. Jacqueline Ba�es From: Callin Parenton <CParenton@gerardiconstruction.cam> Sent: Tuesday, February 6, 2018 3:27 PM To: Jacque(ine Boges Gc: Brian Guest; Phil Gerardi Subject: RE: SunTrust 7809 Gall Blvd Jackie, We are compiling the as built now with architect and the landscape letter. I will forward to you as saon as I have everything compiiled. Collin Parenton Project ManagerJEstimator Gerardi Construction Inc. 1604 N. 19t�'Street Tampa, FL. 33605 P:(813)248-4341 F: (813)248-4991 C:�813)416-6963 cparenton@�erardiconstruction.com i � � � G��t,�F��rl ' From:Jacqueline Boges [mailta:jboges@ci.zephyrhills.fl.us] Sent:Tuesday, February 06,2018 3:13 PM To:Callin Parenton <CParenton@gerardiconstruction.cam> Cc: Brian Guest<BGuest@gerardiconstruction.com>; Phil Gerardi<PGerardi@gerardiconstruction.com> Subject: RE:SunTrust 7809 Gall Blvd Do you have the final as built from architect and for landscape letters of compliance? .ft_l��f �l� k`� _ ' ��� � ,�; '��,;�:� ,..� ,�:, .. ��� Qi,� --T: - � dackie Boges ';� _� -- -- ' ,�: 813-184-Od20 ext�51� "A rule I have nad for years is to treat the�ord Jesus Cttrist as a personal friend Fiis is not a cre�d,a mere dactrine,but it is Fie � I Himself we have" Dwight L.Moody I � 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-maa.� i Jacqueline Boges From: Rodney Corriveau Sent: Tuesday, February 6, 2018 3:06 PM To: Jacqueline Boges Cc: Todd Vandeberg Subject: RE: DEVELOFMENTAL ORDER Planning performed a site visit today and the site is in conformance with the site plan and landscape plan as indicated on the originally submitted and approved plans. I will place a copy of this email chain in our file. Thanks, Rod . � LLJ � � ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. From:Jacqueline Boges Sent:Tuesday, February 06, 2018 2:32 PM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Cc:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Subject: RE: DEVELOPMENTAL ORDER Okay thank you for the updatesiee... From: Rodney Corriveau Sent:Tuesday,�February 6,2018 1:04 PM To:Jacqueline Boges<ibo�es@ci.zephyrhills.fl.us> Cc:Todd Vandeberg<tvandeber�@ci.zephyrhills.fl.us> Subject: RE: DEVELOPMENTAL ORDER 1 City af Zephyrhills Uniform Notice of a Low-Vo�tage Alarm System Project j Owner'slCustomerName3'+�tnTr�r`st R�nk h e�-'� Address�%{� � Uall 131vd �;� 'LepYi�rhills St �L Z;p 33S4;L Phane E-mail Contraccor Statewide Cabling lnc Lic,:,ESU�00340 Address PO Box 459b Ciry Winter P2xk 5c �'� Z;p j'G1�b 4U7 5'Ll U(156 12/18/17 Phane DateProjectComp ete � Scope of Work: /�'� 1 .�./ ' ' '� � ffi/ �� i� ,�� ,' tJ r - Signature: . OH�ser ar tenant or coatrastor or authorized repxtsentative Notice is hereby given thaz a low-voltage alazm system project has bcen comgleted at the address speci6ed above.I cettify that all of the foregoing information is true and accurata 1Ql1113 sectioa 553.793 FS ti� � 1 , 1 � a��-�saoozo City of Z�phyrhills Permit Applic2�tion Fax-813-780-0021 Buiiding Qepartment . � Date Received � � - � �rli,�"� ' F � . - Ahone=Cantact�far�Permttt€n �IV j � Owner's Naroe / / t Owner Phane Namber U� Z�� � Owner's Address � . l� Owoer Phone Number :�� �. � ' :1'`--- , . Fee Simple Tltletioider.Nam� ( • � Owner Phane Number �� � I � Fee Simple Titleholder Address JOB ADDR�SS �� � LOT# �� _ SU8DIVISlON - � u -`� ✓ �(7 , RARCEL iD# ''�. �� �j- � ' " � . , (OBTAINED F M PROPERTM TAX NOTICE) WORK PROPOSEO NEw°CON5TR � ADD1Al.T [� StGN' Q ° Q pEMOLtSH ' e; INSTALI. REPi41R PROPOSED•USE � Q $FR Q COMM [� OTHER , . TYPE pF CQNSTRUCTION' { Q `� BLOCK ' [�� FRAME [�� STEEG �Q DESCRIPTtdN OF WO�K ' ��t,��V� '�14,f b� ` � BU1l.DtNG S12E' ��� �4 FOOTAGE � f , HEIGHT�. QBIflLDING � � VALUATtON�OF T01'AL CONSl`RUG't'ION � � . , QECECTRICAL $�'�� AMP SERVIGE Q PR�}GRESS ENERGY � W:R.E:C. s � E OPLUMSlNt3 $ ' ' ' . � . G� I�1`� � � QMECHAMGA� $ VALUATlON t7F,MECHA{VICAI.tNSTAIIATtQlV � _ �v� � - � A .. � `;� . . l./ C�c�+s [� r�ooFEr�a p s��erA�.�nr,C�_ :OTHER• - FINISHED FLOOR ELEVATIQNS r�� FI.00D ZQNE AREA �]YES. Np � , � ����... � � - � ������ . �-�� �su�«�R � coM��r-� -- ,i��r�1 8I�,�' `�"!� �: SIGNATURE REGISTERED Y N FEE CURRE� ` Y N' �� At#dres$ � � � � � �:.7 C��1�d 1��d���� ' �. Llcense# ; . . ()t� E�ECTRiC1�iPl: ,. . -- r COMPANY ' . SIGNpTURE � REGISTERED Y/ N �cuR�K�' '` 'Y/N= - ,-s Addre� + � � ,_ ticense# �. � � f . _ , P�UMBEl� F , COMPANY � SIGNATURE ' REGIST,ERED; Y-/,N��, ,FEE CUFtRE� ` Y�/.N, - ' Addre�s ' . '` ` , � �` License,#.��y � �- . , � � � `{ MECHANIC,A1: . . . , . .� .:. ,. _ _. . � �. - , .< t� _. COMPANY =,. :,.-:_ .4 . t� . �,�, SIGNATURE • " � ��J REGISTERED �. ..Y l..N. , _ � FEE cuRRE�:. _X�/yN • �Addies`s ' ` „ _ ; � e ' 1 " `License# � - � - :; � . �,�:;_�: - - OTHEEZ °` , � 4COMPANIf , - SIGNATURE - ' � • `- � ' � ` REGISTERED` '` ' ' Y/ N;.- ��e cuRtiEn Y L N Addres� .- .`t' . ., � Cicense#•� � . ,�. _ . - ' - . .. • • •�.i•.��:.�.' t: }i..'r.�.4.,a. . �,.e , ., . , r. .... .. � EtEBlDENTtAL„;� Attacti'{2}„Plot_P:laiis;,(2}sefs�of:Biiltd3rig�1?iens;'(1)sef af�Energy��arms;rR=O=Vft:Perinit far new c6nstructlon, - , `. ,�.rs Minimum;ten�(10):working�days after,:submlEfal`date.:�Requt�ed onsife,:eanstiucaon�PlansrStortnwater'Plans�w/Sllt Fence Installed, '�:_.:.,_ , �,._< , .. ; .. .,. - � `SenitaryFaclltd_es�&1,.dumpste_r,•�Site�Work,,Permit�#cr_suFidivislon§/large.proJeats�`,.:.,_ ;.,_, ._ . ,,',� , �� . �.COMMERCIAL. Attach{3)'complete'set's'of'Butldling Plans'plas a Ufe Sa�eity Paga;`{1j set af Energy Fatms.R-tt 11V Petmit for new cansttuctlan., � Mfnimum ten(10)working days'afker submittal date. Requfred onsite,CanstrucUan Plans,Stormwater Pians w/Silt Fence installed, Sanitary FaciliUes&1 dumpster.Site Work Permit for all new;proJeicts..All commerctal,requirements.mast meet compflance � � S1GN PERMIT Attach{2)"sets of Engtneer.ed:Plans:..:-.�:<u.. rt `_,�. �, " ' """PROPERTY SURVEY reguirecl,for all,NEW construcBan.. . -. � D{rections: , . ` FIII out applicaUon completely. , Owner&Contractar slgn back of applicatlar►,notar�zed _ � If over�2500,,a NotEce of Commencsment 1�requirad. (NC upgrades over�750Q} .. " �Agent(far the contractor)'or`Power of Attomey(for tFie owner)would be someone with notarized letter from owner authorizing same OVER THE Gt3UNTER PERMiTTING - �(Front of-AppNcation�Onty)� � ` . Reroofs If shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) _ - . ' � .e - ,,�; Drivswaya-iVot over Counfer if on pubiic roadwaj/s..need`s ROW � _ �. NOTICE OF DEED RESTRICTIONS: The.undecsigned;under�tands.;th�t;,this;p�cmit.may.be.subject:to,"deed".resVl..cttons"; _' " '�� which may�tie=mo�e.restHctive�th��'Couiify��`reg�ilatCons:�The underslgned�-assumest`respc�nsitiiltty�`for compllence with"'any'� ��:".':`: appHcable deed.•restrictlons. ._... aa :�.,:� �.: : : � . ... .. ,� ' � -.� UNLICENSED�CONTRACTORS �AND CONTRACTOR�RESPONSIBILITIES:� °if�the�owner has-`hired��a'"contrgctor or contractors to undertake work,.they may:b,e.:�r.equired•+to.;�be:;itcensed In:accordance.with state�.and_,iocal.regulatl_o_ns..=�Ifjthe�•-� ` �--� � contractor Is not Ilcensed�as°re'qulred';tiy law� botFr the owner and��corivactor°may��be�cite�d�for•a��misd.emeanor violatlon under state law. If the owner or Intended,contrac.tor,are,,uncertaln as to what Iicenaing.requireRnents�''may-zapplyr�ior�tiie° �=� -�=��� . , . . _ _.�.,..-. - ,�:_._ ..._,, . ... intended work,�tFiey are,advised�"to;coritacE.tfie:Pasco County Bullcling'Inspectfon,Diiiislon..-l.tcensing Sectton at 727-847- 8009. Furthennore, �If the owrier�tias`Fii�ed a con�acto� o� contractors� he is advised to have �the contractor(s),.sign ;_ : .;.�,: ti_r.,�s,F ,r�•-., .. :_ portions of the�ncontractoc.Block°_ofrthls,.application..for_whlch.they,will-ben.r,esponsible:...If.�you;��as�#he oinmer sign as tlie'" . _ _ . . .., .._...y:>..�, contractor; that��may�be an indication that"'Fie�1s noY.properly llcensed"and�i"s�not entitleii to perriiitting privileges In Pasco County. _ .. . .. .. . :. .; ; :, .,. _. _ . TRANSPORTATION:IMPACTIUTILITIES�tMPAC'���ANb�ItESOURCE RECOVERY°FEES:�The undersigried�understands thatTransport�tion Impact Fees:and.Reco.urse RecoveryvFees_may�.apply�tatf�e,consbvctton.of new.bulidings��change�qf�-� "��-�•� use in euisNng tiuildings,=or.�:exparrsi�rrtof�ezistin��buildings, a§ specffied.in P�scv County Ordinance number 89-07 and. 90-07, as amended:,,;The undersigned also.�understands, that:'�such fees;�:as,mayy:be,due,;:wllf;�be identified at the�#ime�of��� � �-����` permitting. It Is furtlier understood that Traiisportation impact�Fees and°Resource.<Recoiiery�Fees.must be paid prior fo recelving a 'certi�cate:of occupancy" or�flnal��power.release: :If°the.project�.:does,;not involve.a:certfficafe of occupancy=o�3.���.,�'f=� ' final powec::release;,�#he-,fees�rriu�t�'tie"paid;p�tor to.pecmit issuance. Ft��t�ermore;�if:.Pasco:County"VVater/Sewe�:lmpact =:�-,.�� fees are due;.lhey:must�be-pald=prtor to,.permit�Alssuance-in_accord"_ance witFi�,�appilcatile Pasco'�Gounty�ordinances. � CONSTRUCTION"LIEN`LA1AI�(Cliapter 713�'Florfida Statutes�as amended): If valuaHon of work is$2,500.00;or more;;i° =.=�y.� certify tHat I, .the.,applicant,:-,h�ve.;been_ provided•�wlth-a~copy of_the�"Florida-Constructton��Lien�>Law Homeowner's Protection Guide" prepared by"the�Flo�ida Uepartment�of Agriculture and Consum�er,:Affairs. If the appltcant Is someone . other than the"owner", I certffy,that..l;have:obtained�a-�copy_of.thesabove:.describedtioau�ent�and,pror�is�`in;gootl�,faith.to - �.; deliver It to:tFie.�`ownec"'.p�io��:to�-commencement�:�'"`"``.' : . ' ' - , `'.' _ � " � ,� - CONTRACTOR'S/OWNER'S AFFIDAVIT: I.ceitify:;tli;at;al{.:the�informatlon=ln�thl�appllcation is accurate and that all work will'be done in compliance with all.applicable laws regulating constructlon, zoning and��land��development. Application is hereby made to obtain..a.permlt.,,to:;do.�wo�lc;�;and;installatlon as Indlcated:•�;.-:1. certify that no work<'`or Installatlon has commenced�p�to� to issuance of�a perniit�'and that�.all work will be pertormed to meet standards of all laws regulating� constructlon, County and City codes� zoning regulatiQns, and land development regulatlons�tn the�jurisdtction. 1-:a1's.o certify that I understand that the regulatlons of other government agencies may�apply�to the_intended work, and that it Is my responsibility to Identify.what.actlons I must take;to bedn:.compliar�ce,,S,uch.agencles lnclude but�are.not Iimited to:_ ? � - Department of E�1v(ronmental�Protection=Cypress'Bayhead�;�We�and Areas and Envlronmentally Sensitive _ Lands�WeterMlastewater Treatment. ' � - Southwest Florida Water Management .Dtstrlct-Wells; Cypress.' Bay�eads;- �Wetland Areas, Altering , Watercourses. � , - . Army.Corps of Engineers-Seawall's,�Docks, Navtgatile Waterways. ` ; - Department of,Healthz:.B,.ReMabilitativ� ,Ser.vices/Environmen#at.,Health Unit-Welis� �Wastewater=Tre�tmen't; Se�tic Tanks:.` -. � . �� ".' _ ' -. . � - US Envi�onmental Protectlon A en Asbestos abatement. � � , 9 �Y-. - � Federal:Avlatlon:Authority=Runwaysz��°.;� ��, , _ I understand.that.the:following:=restrictlons apply Co tiie u§e of flIL•• �- -.. Use of fill is not allowed in�Flood�Zone"V"unless expressly_permitted. s - If thetiflll mate�lal�-is'"�to�"b'e-usetlr"In_-�Flood Zone. "A"� It is understood that a dra(nage plan addresstng a °compensating volume"will be submitted at�ime of{permittJng which is prepared by a profess(onal englneer- � � Iicensed byx�lie°�tate'of;Florida.. "�_ ' -• � � �..; � :- 7 - -If th�-flll-material°i's�to•be�used In Fiood"�one 'A" in�connectlon�Virith:a��permitted building using stem wall _ construction, I certify...that fill�:wall:b.e:used only.to#ill the area within the�stem�walL - If flll materlal-Is�to`be'used-°in any a�ea; I �certify tfiat .use. of such�flll wlll not adversely affect adJacent properties. If.use.of,fll) is foundhto,adversely,�ffect adJaEent�properties,.the owner may be clted for vlolating the condi#tons:of the bi�lldtng�:permit Is'sued�under the�at�ached_permit application;.for;lots:-.less;.than one (1�) acre wfifcFi a�e elevateri'by fJit;��t.engtneered dralnage plan is required. If I am the AGENT,FOR.THE OWNER, i�.promise in good falth to Infiorm the owner of-the:permitting conditlons'set forth In thts affidavlt�phor`to�commenaing construction. I understand thet a�separate permit may be requtred for electrical work. plumbing;..signs.,_welis,„pools;,.air.condttiontng,..gas��or otl�ec install�tions not.spec�laally Included�in.the�application. .A � perm(t issued shall be construed to"be`�a'license�to�proceed wlth�ttie�viiork and-not-as:,authority:to:violate,�,cancel, alter. o'r � set aside any"provistons of the tecliniaal.codes;;nor shall Issuance�of a:permit.prevent the Bulldirig Officialfrom thereafte� � requiring a correction.af errors.in�ptans; constn`iction or vlolations of-any�codes. -Every�permlt�issued"sFialF become invalid unless the work aut'horized.by such permtt:is.commenced•withfn sf�c.,m,onths of�permlt issuance� or tf work authorized by the pennit is suspended>or.:abandoned�•for:a;periodrof�six�:�)�montFis.:after.the;time the�work��s commenced. An extenston ... . may be requested,_in writing,;_from the.;B'uilding,Officlal for a period.not-to.exceed"nlnety�(90)�days and-will demonstrate justi�able cause for.�the extension: If work.ceas�s:for ninety.(90)cons.ecutive�days...th�job�is consldered aba�doned. ? WARNING TO OWNER: YOUR.�FAILIJRE:;TO.REC;ORD.A:�MOTIGE:OF:•COMMENC�MENT•.NFAYyRESUlT IId�YOUR PAYING TWICE;�OR.IMPROVEMEN�S-.TO:yYO.UR�::PROPER�TY:F�IF�.YO.U{IN�'�END=T0:�6BTA11N�FINAI�EING;'C.ONSULY WITH•YOUR LEIdD�R�OR AN��1TTORNEY��F�R��R-ECOR�1[����YOUf�'NO �'�tIC�OFrrpiy�i{11pNr,�ElVT �� FLORIDA JURA�:(F:S:1.17.03) ?. , - .. - .. . � :_ , � . . OWNER OR AGENT •• --CONTRACTOR :• � ' Subsaribed and swom to(or aRirmed)before me this Subscrlbed and�swom to(or afflrmed)�before me�it�_ by —- .•by:.� - ' WNo Is/are personally knowm to.me or haslhave produced , Who.le/are-p.ersonallyJc�own•to.me;o�has/have produced • � -- "J� as Id`entlwca8on. as Identlflcation. _ ' Notery Public . � y Notary Public Commisslon No:� Comr�Ission.No. Name of Nolary lyped,p�inted ar stampad Name oi Notary typed,printed or atemped _� - -' \ , - ' '"_ "_ _' "''. .,. ..__..a . —_"_ ' �,f . ,.) j p , X° City af Zephyrbills '' ` � , Unifozm Notice of a Low-VaItage Alarm System Project Owner's/CustomerName ��tn!T.r.iiGt Bank � #�Z'q Address /�tSUy Gail i31vd P � City GephYrhills St FL Zip 3:3541 Phone B-maiI Contractor Statewide Cablin� lnc Lic.#ESUUQQ340 Address PO BOx 4596 City Winter P�.rk gx P'L �;p :3"L7yb � Phone4U7 S'L1 UC156 ti�teProjectCom ete 12/18/17 Scope of Work: � 1� �1/ � � , � Signature• Owner or tenant or tontractor or auihorized representative Notice is hereby given that a low-voltage alarm system pmject has been completed at the address specified above.I certify ttiat all of the foregoing information is true and accurate. IOJ1/13 section 553.793 FS + f•' .°,�; . �' 1 ���. STATE OF FLORIDA �-.___��-°� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � � . �ELECTRICAL CONTRACTORS LICENSING BOARD - -(850) 487-1395 �"�D��` 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ; , STORCH, KURT B b STATEWIDE CABLING, INC. , 111 LONGHORN RD. WINTER PARK FL 32792 ,;,w��.,.� �... _,-,_,._,��_,_.�.V�.�__ _ - - -�--,-r--„.,-.,--._ ongratulations! With this license you become one of the nearly �' �`.�W�-�-�`=-��-�--.:`�.--�--__.�._.._....`;'r,.�:.,.�,�,:�•� ne million Floridians licensed by the Department of Business and ��, .. �'- ~- �� �- � " ' -� - � _. �_�.,� rofessional Regulation. Our professionals and businesses range �:� - ,.;, _,--� STA.T,E OF FLORIDA__ �-. - - _ � � � om architects to yacht brokers,from boxers to barbeque � � � •�E_--�DEPAR-T.=._[�I�f�T`�OF;=BUSINES.S,AND -_ :�� �staurants,and they keep Florida's economy strong. f,�.,=T---=� .... -_:`PROFESSC4NiAL=�R,E�ULATIQN- �_ _:�... �.'� E,: �.. ..- _�_` ,_ _._�.�,, „•- _ �:.�u;.,+.,�.�, ..� � y 2c�,�v��"J.'�`"::, ":a� very day we work to improve the way we do business in order )�- s-�•:'.ESOO�OQ340--����_���-r£;c1SSll,EiD���08%15%20.16 :� ` r�:�,:`��===���(-,�-.-- �serve you better. For information about our services, please �a;,��:>.�„_�,s. :�,�� ;,�:;-;�� -- - -- f:� C � .."�° .� ' _ .^ .e..+... IA� `Yrl+ rT _ _ �g onto www.myfloridalicense.com. There you can find more - CERT:SPECI�LTY�EL�GTR.tCAL�C_O�TR - -_ _ formation about our divisions and the re ulations that im act �`'"- ' � ""= -°'``p�=�='`�� - - � = 9 p �..1�- STORQH;=KU.RT'�Ba�- k�:;�, :�;',�.r�,�-. - � t �u, subscribe to de artment newsletters and leam more about �"-� �t��'i' '�� ��� "`"'��=j� _,. t � P � . STATEINIDE-GABLING,_CI��E:����`=:.;:� .: � - , ie De artmenYs initiatives. i: r ? a�'•~=�:x���=�;>' ° - - - - • i � P -�-':,CERTIFIEDAS:�,:��:�:__:,,.;;��-^�-.�.�`.__- ---- -- _ ,;r �;';Y LIMITED=ENERGI�iSYSTEMS;SP�C -- - - - - - `' ur mission at the�Department is: License Efficiently, Regulate _z-,,�,,, ,_� __--� _,._--�--.:_,_��..�.=y'=__•_=-. �a --:=;=a-• -�.�.; airly.We constantly strive to serve you better so that you can � �'� ,��i;•-''::-�"�:�=�--��_= _�-�-�__---- - -=- •� `"-"' --:: -;;; ;rve your customers. Thank you for doing business in Florida, (�`;';IS.CE�RT,IFIE�D�unde.�-the,prov.isfons.-of Ch��489,FS`- ` ^`<<,� , � :x��ExpiCation date`. ,AUG 31.,2018=r;:-,q;r'--`_K�T C16081500D1940���� �d congratulations on your new license! '�:.v.�_��__._._�_.�^_�F.:___�_.��_.�___.�_ _.____.:._._ ° DETACW FiERE -� RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY , _ � - - . .,; - _ . STATE OF FLORIDA" - - � _ � E . _ . . -, _ � • .".DEPARTMENT OF._BUSINESS AND PROFESSIONAL REGULATION � ��s� , � _ .... - _- _ - ELECTRIGAL�CONTRACTORS-LICEN$ING B;OARD ,' , ' � , ; __. , ... . -, .. -� ��,�::{ - . .. _ _ .. _ : . �-- -_ - , i _ '�sES0000340�. - �...T_._�„ _ _,... :_ . - - =, ��3,r.;.�9-.�,,, _.__ ."'`-,_`, _ ,, �•;' - -__ - _ ; r- _ - - -__ - <%�- _ . .. , . --� .. . � � • i he�SP.ECIAL'TY EL�CTRICAL CONTRACTOR•�:�,F�.- -_ ,'Y�:g �-. , � - -. - � ., _ _ - ' � .�; amed=below-ISCERTIFIED---:- ---- -- - =°��-.---.::; - �_� - __ -w,�_ - _�- . , . y���,� nder tFie provisions of Chapter_�.489 FS._. __ �-�FV _ _ =_ -' __- - � - -�_ - � � ' _ � �i " .��_s�..:��_:.�4,'-.; � ;� ,` � xpi�ation;date'-AUG 31;-2018__�_�_:-�� - � � _>>�;_.�+Mt�.�v,._, i,;;:i- - _ _ - �`'� , _ _ , .--- . -�AS-A-L-IMITED-ENERGY�SYSTEMS`.SP.ECIALIST,�'° � ��; - `�.�J��'•'��'•` - - � ` ;__- _: '.r_ = _ --- � _: W`._._�._ _�;..�^.:.�°�o�.:,-.:.,` =�':-'- - _ _�',—4-- � ;�ti-_ .,' ,_ �-. i _ - ~�` - t� - . --- '�`„-^�-_ _- -' - _ - -'Y\_,.-_.l.'>,,` '- - '..1i'' -y�' ,`� ,� ` 1, - . _._ , 'J��.�z -- _-_--. - ._ ''=54�- '",��- - �t� ��. \ �1 � ; . - - � - _ --'- -%":�'� - " _ - - ;;'+%:.�-.'��''`-; -_ "�L ="^` a, _ 'i "_ -STORCH;.KURT`B�. `i:�_. _ - -_ . : __ _ ";;�.; ,��-�_` ``-b `�-<,;`. `_ ;` '; �STATEINIDE-GABLING,zII�C:- == - --�,..__�..=a " ="� _'�,'.�'.-�`�,.��"_�' '`�,y° ti ' ' _ ' -_�. -.:-�- --__- ._- - _ -.;=-._ :. ..,;.=s-'=�;.;_,`'�, - . ' `'�� , -"111.LONGHORN:RD:=- - - - - - - ��r�x-^:� " � :.���:`�`•�' - -.5`',,,� ,'� -- u - -�,=-T,;;j�='=;�= - '�t _ �'' 1� �,i " _WINTER�RARK=�'=` FL�3�2792_ ...__ - -- �;�;_ _ �-_- ",��,_: ,F-�:::_; _: H:._ --`:��=��,: ''ti ,�, ; .• �., � �w _�:-. _ ,,.�,_" . ::.,_.,4,;� ..� ••. ' i r r r,,•� _ - �_-_ " -_--- '- =�_ -' - - ---- -- "= ;` V;a. ~'-_ti '`�i `t} � `s'., _ -''�-r�-- ' - -` _ - - '"",:ti�TM - - -'�'�.�i' �"`��;�,'.:.`.• ��r.;a� t. �^n'��¢, • `� � ,t� I :'� F �)„ , _ ._ :r,:� - _- -�i 4 - - __ :v�F{� �A `�i , � '1 sa _ '�:,�,x.:}' ,t�R.� `�'*''-.� \:�` �. '.'t =%..%'- _ - " - „r'~ ».._"�t " z - f,�7�.I s y,I`_... ;''�y�i�?;k'f i�:r44 h ''*.���.�'`e 1. '`� �`, `. ..'....e. � .�.r..- _1�.. >� 1f� •^f "�� _ . _ _ ..�w . .`�� —:�.y*` { _ ,S;.y _ ,s., 'q,;, ..`�'iya_ ���.�'��~ +r � i � �l;5`• L�_..__'_"....,...-c,.-w __- ......� � ..�—.5.:..........:.:.:�...�.......,__«.If�a a_. -�.a..i_....»....__e..3.t='*�_,:_I_y: _...�.�s_,_r...._�,._.�Y,.f.+,.�.J, ISSUED: 08/15/2016 DISPLAYAS REQUIRED BY LAW SEQ# L1608150001940 Fax: (813)780-0021 A`��� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDM'YY) 12/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sean Richardson Florida State Underwriters,Inc A cN o E : (407)260-1046 a� No;(407)260-1275 950 S Winter Park Dr STE 310 nooR�ess: sean@fsuinsurance.com Casselberry, FL 32707 INSURER S AFFORDING COVERAGE NAIClt INSURERA. NBUtIIUS INSURED INSURER B: AIG Statewide Cabling,Inc. iHsuReRc: Florida Citrus Business&Industries Kurt Storch PO BOX 4596 INSURER D: Winter Park, FL 32793 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 18 ' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSUR,4NCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MMIDD LIMITS A �( COMMERCIAL GENERAL LIABILITY NN790088 05/05/2017 05/05/2018 EACH OCCURRENCE $ , � ��Q�00 CW MS-MADE �OCCUR PREM SES Ea occu ence $ SO OOO MED EXP(My one person) $ 5�0� PERSONAL&ADVINJURY $ � OOO OOO GEN'LAGGREGATELIMITAPPLIESPER GENERALAGGREGATE $ 2 OOO OOO X �UCY�jE� � LOC PRODUCTS-COMP/OP AGG $ � OOO OOO OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ '� Ea acddent ANY AUTO BODILY INJURY(Per person) $ li OWNED SCHEDULED BODILYINJURY Peraccident $ � AUTOS ONLY AUTOS � ) i HIRED NON-0WNED PROPERN DAMAGE $ AUTOS ONLY AUTOS ONLY _ Per accident $ B X UMBRELLA LIAB �( OCCUR EBU 039155058 05/05I2017 05l05/2018 EACH OCCURRENCE $ rJ�������� � EXCESS LIAB CLAIMS-MADE AGGREGATE $ S�OOO�OOO '� DED RETENTION$ g WORKERS COMPENSATION PER OTH- C AND EMPLOYERS'LIABILITY �,�N �OG-57828 OBIO7/2077 OG/O7/ZO'I8 X STATUTE ER ANY PROPRIETOR/PARTNEWEXECUTIVE E.L.EACH ACCIDENT $ ��OOO�OOO OFFICERIMEMBER EXCLUDED? � N�A (Mandatary in NH) _ E.L.DISEASE-EA EMPLOYE $ ��00���0� If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ ��OOO�OOO �� DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is requtred) CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE � CI of Ze h rhills THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELNERED IN tY P Y ACCORDANCE WITH THE POLICY PROVISIONS. i 5335 8th Street ' Zephyrhills, FL 33542 AUTHORIZEDREPRESENTATIVE �� SEA O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by SEA on December 15,2017 at 04 40PM