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Home My WebLink About16-17842 1 � ' CITY OF ZEPHYRHILLS ; 5335-8TH STREET � (813)780-0020 � 842 BUILDING PERMIT " � � '� �� ; PERMIT INFORMATIOfV � . . LOCATION INFORMATION � Permit fVumber: 17842 Address�,_7.�1 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: IVEW CONST/COMM Township: 7��> Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Squa�re Feet: Subdivision: CITY OF ZEPHYRHILLS I Es�. Value: Parcel Number: 34-25-21-0110-00000-0010 Improv. Cost: 313,805.80 OWfdER INFORMATION Date��Issued: 10/26/2016 Name: WAL-MART Tot'al Fees: 27,778.06 Address: 7631 GALL BLVD i Amount Paid: 27,778.06 ZEPHYRHILLS, FL. 33542 D�te Paid: 10/26/2016 Phone: (479)204-1063 Wo;:rk Desc: CONSTRUCT LIQUOR STORE 3,9005 SQ FT . '� �CONTRACTOR S � APPLICATION FEES BANDES CONSTRUCTION COMPANY INC BUILDING FEE 1,253.58 BATES ELECTRICAL SERVICES INC. ELECTRICAL FEE 214.43 JOE CO;�OL AIR CONDITIONING & HEAT PLUMBING FEE 184.35 RJ GROUP INC MECHANICAL FEE 129.05 `�- �� ' � S WER CONNECTION COMMERCIAL 1�482.83 � �� WATER CONNECTION COMMERCIAL 450.56 � � �� n,�,�.1� � FIRE PLAN REVIEW FEES 234.30 i �'�-0�'�" �Q POLICE IMPACT FEE 636.52 � ��' �S��i Gt � �.I f�o��p� - FIRE IMPACT FEE 683.38 ,� ( �L� � �� `,�-� PUBLIC SAFETY 5% 66.00 U �- �,p� V ��,� TRAFFIC IMPACT FEE 99% 20,524.33 �; � - Ins eefiions'Re uired ' FOOTER ; 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH E�ECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB�I SHEATHING MISC. MISC. CONSTRU�CTION POLE FRAME MISC. MISC. REINS�ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local g�vernment 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 properly 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. "Vllar,a�ing to owner: Your failure to record a notice of commencement may result in your paying twice for I impr�vements to your property. If you intend to obtain financing, consult with your lender or an attorney , � before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with �� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. I �� NO OCCUPANCY BEFORE C.O. i � �-��o ,� �- ��ONTRACTOR SIGNATURE PERMIT OFFI R j PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION � CALL FOR IRISPECTION - 8 HOUR NOTICE REQUIRED ;I PROTECT CARD FROM WEATHER '�\ ,� ` � - �■ _ { . �; ,�r� �'� � � � � �'�►�CC� �COI�NTY, �Lt��lDA ��: . . .� ., ,. ,_ J�z � Permit No. �� - Date Permitted �� , I , ` Builder Name/Owner Name �.�_ ��rC(� ' �--G��2-�/`��G(' - t'�rYy Contro! # � County Parcel No. �"�Z.5-� OI/G�--�CiC)�C�-��/`� SubDiv: �i . �?�� ; � ddress/Location �� j�.l� /'�Jll/ � , Glassification/Type of Use �7��rtC�..L, -- �,�`� �p,•;��,�� T;�ANSPO�tTATION IMPi4GT FE� Rate: S � � q Ft Unit: � � ..� EXempt [] Yes [] No How Determined i � I�pact Fee Amount $ Z,.G�� ,�� i� Zone No. TAZ; S'CHOOL IMPACT FEE A�ccount (056} Single-Family De#ached House Amount $ --�� (057} Mobile Home (Q58) Other Residential 123) Callection Fee E empt �] Yes [� No How Determined � P'ARKS AND RECREATION FEE Land Account Land Credit L.and Total R�creatian Accaunt Recreatian Credit Recreation Total Z I�1e TOTAI. AMOUNT $ '`�� E1xempt C] Yes � Na How Determined 'I �.1+BRARY FEE Land Account Land Credit Land Tatal F�cility Account Facility Credit FaGilit Total �` y ' Exempt [] Yes � No How Qetermined Tatal Amount `�"" � RESOURCEFEE ERU TOTA�AMOUNT �� i Pi4epared By %� Checked By � � � � NO CIERTI�ICATE C1F OCCUPANCY�VIE�C. BE i�SUED OR �tNA�. INSPECTION ' PERFORMED UNTIL THE TOT,4L. AMOUNTS LISTED HAVE i BEEN PAID ANC} i RECEIPT�D FOR BY A CENTRAL P�RMITTIIVG OFFICE OF PASCO COUNTY Acknowledgement below does not imply acceptanca of concurrence,but slmply recelpt of a copy of this farm,piactng � �- . � the building permit owner on notice of this assessment and the condi#ions of payment for sarna. � - ! � DATE RECEIVED BY , - R�CElPT NQ. DATE BY i I � I Jacqueline Boges � From: � Jim Dalka<Jim.Dalka@bandesconstruction.com> Sent: Thursday, February 16, 2017 2:06 PM To: Jacqueline Boges; Todd Vandeberg Cc: Pete Balcom; Steve King (steveking@bateselectric.com) Subject: RE:Walmart Liq Box-7631 Gall Blvd. Zephyrhills � Jacqueline Thank yii u for responding.The Car charges have been ordered and are being shipped from California. We expect these to be in�talled in two weeks from today. Walma� had this on hold for a few weeks trying to decide which type of charges they wanted....as soon as they decided we plac�d the order....however,the chargers had a lead time which put us behind the completion of the building. Please eall me or email me if you have any additional questions. � From: Jacqueline Boges [mailto:jboges@ci.zephyrhills.fl.us] Sent: Thursday, February 16, 2017 1:40 PM To: Jiml Dalka;Todd Vandeberg Cc: Pete Balcom � Subject: RE: Walmart Liq Box- 7631 Gall Blvd. Zephyrhills Thank�ou Jackie. This looks good and I am ok with the issuance of a separate building permit but I would like to know the current status and how long it will take for installation of the charging units. � See note above from Todd. � -T �a�. �j � .. � ��P t7 � °� sR `+' _ ; .��_' dackic Boges �- --- = -- - 813-78'0 0020 ext 35>3 "A rule I have had for years is to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself� e have." Dwight L. Moody Flori a 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 commu ications 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:J�im Dalka [mailto:Jim.Dalka@bandesconstruction.com] � � Sent:Thursday, February 16, 2017 10:52 AM To:Jacqueline Boges<ibo�es@ci.zephvrhills.fl.us> I� � � ! � Jacqu�line Boges From: Todd Vandeberg Sent: Friday, February 17, 2017 9:47 AM To: Jim Dalka; Jacqueline Boges Cc: Pete Balcom; Steve King (steveking@bateselectric.com) Subjec : RE:Walmart Liq Box-7631 Gall Blvd. Zephyrhills Jim/Ja i kie, Thanks or the update and please advise when the units are installed. �� , ��.--_-��. . � ; ,� �~ , ;" � -� , %� . r ' i ` ^� � ,'•��,�� o \�1 � '� ��,� - :i L� ; �od-�3�. `Vand�e Berg Directo� of Planning Plannin�g Department City of�ephyrhills 5335 8t� Street Zephyr i ills, FL 33542 , Phone: I 13.780.0006 Fax: l813.780.0005 vandeber�@ci.zephyrhills.fl.us "It's not the Plan that's important.... it's the Planning" ______.____� _____ __.._________---__�_.�_.._ ____.__._.._._____ _�_6T_.��_��____�.� ___-__—___.._.__ From:Jim Dalka [mailto:Jim.Dalka@bandesconstruction.com] ' Sent:T i ursday, February 16, 2017 2:06 PM To:Jac ueline Boges<jboges@ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Cc: Pet� Balcom<Pete.Balcom@bandesconstruction.com>;Steve King(steveking@bateselectric.com) <stevel�ing@bateselectric.com> i Subject� RE:Walmart Liq Box-7631 Gall Blvd.Zephyrhills 1ac ueli�ne q Thank iou for responding.The Car charges have been ordered and are being shipped from California.We expect these to be in�talled in two weeks from today. Walmart had this on hold for a few weeks trying to decide which type of charges they wanted....as soon as they decided we placl�ed the order....however,the chargers had a lead time which put us behind the completion ofthe building. Please �all me or email me if you have any additional questions. ' 1 From: ]acqueline Boges [mailto:jboges ci.zephyrhills.fl.us] Sent:Thursday, February 16, 2017 1:40 PM To: ]im Dalka;Todd Vandeberg Cc: Pete Balcom Subject: RE�; Walmart Liq Box- 7631 Gall Blvd. Zephyrhills Thank you Ja�ckie. This looks good and I am ok with the issuance of a separate building permit but I would like to know the current status and how long it will take for installation of the charging units. See note ab�ve from Todd. � �; '�`- � �`'� i. h.'t I I . �,: +`� 'y • I �� : I, � dackie Bagcs �- ---- 813-780-0020 ext 3513' � "A rule I have�ad 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 ha,s a very broad public records law. Electronic communications regarding most City of Zephyrh'ills business are public records and available upon request. Your e-mail � communicafi�ions may therefore be subject to public disclosure. If you received this message in error, ple�ase do not read, forward, copy, etc. and delete immediately. From:Jim Dalka [mailto:Jim.Dalka@bandesconstruction.com] � Sent:Thursdli y, February 16, 2017 10:52 AM To:Jacqueline Boges<ibo�es@ci.zephyrhills.fl.us> Cc: Pete Balc�om<Pete.Balcom@bandesconstruction.com>;Jim Dalka<Jim.Dalka@bandesconstruction.com> Subject:Wal� art Liq Box-7631 Gall Blvd.Zephyrhills Mrs. Boges Per our closelout requirements......Please see attached as built and letter from Civil Engineer of record. If you have a y questions please don't hesitate to contact me at the number below. Jim Dalka Bandes �� onstruction 1368 Spaldingl Dr. Suite C J Dunedin, FL 34698 727-733-5558 Fax 738-8225 I 2 I i � Jacqueline Boges i From: � Todd Vandeberg Sent: Saturday, February 11, 2017 1:35 PM To: Jacqueline Boges Subject�: RE: 7-eleven �. Jackie, bike rack and table/chairs are in place. Good to go form our end. • (re�. . 1��1VV�i� I�� --1 "`, ``-•1 ! �� F�� :� ,�,� - � � . .__ _ �od-d-.�L. ljand-e Berg Director of Planning Planning Department City of Zephyrhills 5335 8t�h Street Zephyrhills, FL 33542 Phone:�813.780.0006 Fax: iI813.780.0005 vandeber�@ci.zephyrhills.fl.us "It's no,t the Plan that's important.... it's the Planning" _______�---_ _ ----- __-_________ __ __._ _.._.. ._. _---_—_____ _- -----------_�._...__. .---- ---_---------___�__�__----- __—_ __ _- - - From:Jacqueline Boges Sent: F�iday, February 10,2017 3:34 PM To:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; G Funnell<CFunnell@ci.zephyrhills.fl.us>;John Bostic <JBostic@ci.zephyrhills.fl.us> Cc: Bill Burgess<bburgess@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject�:7-eleven Todd �here are you at with the 7-eleven project they were given 30 days to have table and chairs and bike rack in the commo�n areas. John or��CJ was the hydrant meter they were using in the easement returned? This was given back in November on the 17tn Thanks Guys if I could get update. 1 i--: - � � 1 �4 �I r# ' y;��k' � � I�� *� , `^J' '_' �_f�u.�__ :..S ! dacki�Boges - ° 8>3-780-0020 ext 3513 "A rule� 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 Himsel we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City I of Ze�hyrhills business are public records and available upon request. Your e-mail commu ications may therefore be subject to public disclosure. If you received this message in error�� please do not read, forward, copy, etc. and delete immediately. � � . � I 2 I Jacqu,eline Boges From: Todd Vandeberg Sent: Tuesday, January 24, 2017 1:51 PM To: Jacqueline Boges; Matt.Femal@kimley-horn.com; Bill Burgess Cc: I Rodney Corriveau Subjecl: RE: Walmart Zephyrhills, FL#706- Public Affairs Contact Information � , No problem. Let s give them 45 days again. Thanks, I . (re) , ��A._ dh.� � �� , !� ?�r � ' � � :�� ;_.� :1� 1 �_ �� _ �od-�� l. `Vand-e Berg Director of Planning Plannin�g Department City of Zephyrhills 5335 8t1h Street Zephyrhills, FL 33542 Phone: 813.780.0006 Fax: � 813.780.0005 vandeber�@ci.zephvrhills.fl.us "It's not the Plan that's important.... it's the Planning" -- ---�I---------_ ---------- ---- - — ----- ---- - ----------- --- -- -----__---- - -- -- --- ---_ _ _-------- --- - -----�-- From:Jacqueline Boges Sent:Tuesday,January 24, 2017 1:50 PM To:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; Matt.Femal@kimley-horn.com; Bill Burgess <bburg�ess@ci.zephyrhills.fl.us> Cc: Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us> Subjec�: RE:Walmart Zephyrhills, FL#706- Public Affairs Contact Information Todd yl s they requested final to be done and on the 20th the order went out. Kalvin and Gene finalized the buildin so g what we will do is do a temporary Certificate until they have all their requirements meet. How does that sound again given t em so many days to have items taken care of. - ---- -- -------- -- - ---__.-- - - __._- �- ---- -------------- --- From:�odd Vandeberg Sent:luesday,January 24, 2017 1:36 PM To: Matt.Femal@kimlev-horn.com Cc:Jac�queline Boges<ibo�es@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subjec�t: RE:Walmart Zephyrhills, FL#706- Public Affairs Contact Information M att, i I I I Jacqueline Boges From: Todd Vandeberg Sent: Tuesday, January 24, 2017 1:36 PM� � To: � Matt.Femal@kimley-horn.com Cc: Jacqueline Boges; Rodney Corriveau Subject: RE: Walmart Zephyrhills, FL#706-Public Affairs Contact Information Matt, � It is my understanding that the Zephyrhills Walmart liquor box site plan is nearing completion. I have the following questions: 1.) Bike rack was supposed to be installed (maybe it's there and I just didn't see it); 2.)�The railing on the section of sidewalk near the retention pond wasn't up but we were told it is coming; 3.) Charging stations are on order(we can issue a temporary C.O.just let us know approx. how long it will be; 4.) Need civil engineer and L.A. site inspection and letter certification of all work completed/operating correctly; 5.) �The existing landscape buffer along the south boundary line (adjoining the old mobile home parks)was supposed be cleaned up; 6.) �A green and white Electric Vehicle Parking Only signs need to be placed at each of the parking stalls where the I chargers are located. Thanks, i dY�� df°►G � ,t' - -, _ � ; 4��=_;; � ��; .', ��g � - i � '�` �..J � f � L_-- �oc��G �Vand-e Berg Director of Planning Plannin�g Department City of Zephyrhills 5335 8th Street ZephyrhiNills, FL 33542 Phone: 813.780.0006 Fax: �813J80.0005 vandeber�@ci.zephvrhills.fl.us "It's no� the Plan that's important.... it`s the Planning" From: Matt.Femal@kimley-horn.com [mailto:Matt.Femal@kimley-horn.com] Sent: Friday, December 2, 2016 1:32 PM To:Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Cc: Mon�esia.Brown@walmart.com; Christopher.Hatton@kimley-horn.com , Subject:Walmart Zephyrhills, FL#706- Public Affairs Contact Information i �I i' Jacqueline Boges �; From: I� Shane LeBlanc Sent: � Thursday, January 26, 2017 9:07 AM To: Jacqueline Boges Cc: John Bostic Subjec : Re: developmental order Jackie, No comments from public works,this project is on private property. Thanks� Shane Ji. LeBlanc, Public �Works Director City of Zephyrhills 0:813.780.0022 x 3561 M:813�714.6293 Sent frOm my iPad w On Jan H26, 2017, at 8:57 AM,Jacqueline Boges<Ibo�es@ci.zephyrhills.fl.us>wrote: John and Shane have not received any feed back from either of you concerning the Walmart project ? Need a reply. Thanks Guys.. �dac/ie Boges <image001.j pg> 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend His is not a creed, a mere doctrine, but it is He Himself we have"Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:Jacqueline Boges Sent: Friday,January 20, 2017 11:09 AM To:Todd Vandeberg<tvandeber�@ci.zephyrhills.fl.us>; Shane LeBlanc<sleblanc@ci.zephvrhills.fl.us>; John Bostic<JBostic@ci.zephyrhills.fl.us>; Bill Burgess(bbur�ess@ci.zephyrhills.fl.us) <bbur�ess@ci.zephyrhil Is.fl.us> Subject:developmental order !i 1 ii ;� i i , i ,' Jacqueline Boges From:,� John Bostic Sent: � Thursday, January 26, 2017 11:19 AM To: ' Jacqueline Boges; Shane LeBlanc Subject: RE: developmental order � I All good Jackie J hn r ic I o �ost I I, Utilities Director Crty of Zephyrhills 5335 8th Street Zephyrhills, FL 33542-4312 Officeil- 813-780-0008 Fax - 813-780-0613 Cell - �52-267-8344 Email -jbostic(c�ci.zephvrhills.fl.us PLEASE 'OTE: Florida has a very broad public records law Electronic co�rununications regarding most City of Zephyrhills business are public records and available upon req�est. Your e-mail communications may tl�erefore be subject to public disclosure.If you received tliis message in en•or,please do not read,forward,copy,etc. and delet� �mmediately �__.-___�`�----__,__�....�._�.__�___.__ —_�_�-__-_--__— ___,.._.__�_____ _.__---__�----,_..,....._--__�____—_-___._.._�..______.._._.... _.�_.____�,�.__----__—_____. From:.�acqueline Boges Sent:I�hursday,January 26, 2017 8:57 AM To:Joh�n Bostic<JBostic@ci.zephyrhills.fl.us>; Shane LeBlanc<sleblanc@ci.zephyrhills.fl.us> Subjeci: FW: developmental order John and Shane have not received any feed back from either of you concerning the Walmart project ? Need a reply. Thanks Guys.. t�, , . �:� �I�l;� � r '�t f' : :1 ' ;tl �: ` w ,�� µ, � �� , .f�.i_�' � i dackiei Boges - -- - 813-780-0020 ext 3513 � "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself'we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error� please do not read, forward, copy, etc, and delete immediately. From:Jacqueline Boges Sent: F�riday,January 20, 2017 11:09 AM To:Todd Vandeberg<tvandeber�@ci.zephvrhills.fl.us>; Shane LeBlanc<sleblanc@ci.zephyrhills.fl.us>;John Bostic !� � ; 'i ` � � � Jacq�eline Boges �� From:' Todd Vandeberg Sent: � Tuesday, January 24, 2097 1:51 PM To: Jacqueline Boges; Matt.Femal@kimley-horn.cam; Bill Burgess Cc: Rodney Carriveau Subjeat: RE:Walmart Zephyrhills, F�#706-Public Affairs Contact Infarmatian � No problem. Let's give them 4S days again. Thanks, I .,. ,�Y;,�� . �, dd�'v'��dY� � {�� , �. .�; I � �' t�! 'y �,�' fI ��. L.� '- �0��.�. �GI,?'Lt�2 B2Yg Director of Planning Plannin�g Department City of Zephyrhills 5335 8th Street Zephyr,�hills, FL 33542 Phane:813.780.0006 Fax: 813.780.0005 vandeb.er�@ci.zephvrhills.fl.us "It's not the Plan that's impartant.... it's the Planning" --__ _-_.�__._ ___. .,__._..._.___._ ._._.._ _.___. .._��._._.._ - _____._....,.-----_ ____. _.._ — ---.__ ____ _ -__ .�..__._._...--4f- ------_.,_.�_._.___ � From:Jacqueline Boges Sent:T�esday,January 24,20171:50 PM To:Tad�d Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; Matt.Femal@kimley-horn.com; Bill Burgess <bburgess@ci.zephyrhills.#I.us> Cc: Rod`ney Carriveau<RCorriveau@ci.zephyrhills.fl.us> Subject�: RE:Walmart ZephyrhilEs, Ft#706-Pub[ic Affairs Contact[nformation Todd y�s they requested fina[to be done and on the 20t"the order went out. Kaivin and Gene fir�alized the building sa what we will do is do a temporary Certificate until they have all their requirements meet. How does that sound again given t uem so many days to have items taken care of, I From:l�odd Vandeberg Sent:Tuesday,January 24J 20171:36 PM To: Mati-t.Femai@kimley-harn.com Cc:Jacq�ueline Boges<ibo�es ci.zephyrhills.fl.us�; Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: RE:Walmart Zephyrhills, FL#706- Public Affairs Cantact Infarmation Matt, � ;1 j� Jacqueline Boges From� Todd Vandeberg Sent:i Tuesday, January 24, 2017 1:36 PM To: Matt.Femal@kimley-horn.com Cc: Jacqueline Boges; Rodney Corriveau Subject: RE:Walmart Zephyrhills, FL#706-Public Affairs Contact Information Matt, It is m�y understanding that the Zephyrhills Walmart liquor box site plan is nearing completion. I have the following quest�ons: 1� Bike rack was supposed to be installed (maybe it's there and I just didn't see it); 2�� The railing on the section of sidewalk near the retention pond wasn't up but we were told it is coming; 3.� Charging stations are on order(we can issue a temporary C.O.just let us know approx. how long it will be; 4.I Need civil engineer and L.A. site inspection and letter certification of all work completed/operating correctly; 5.4 The existing landscape buffer along the south boundary line (adjoining the old mobile home parks)was � supposed be cleaned up; � 6.p A green and white Electric Vehicle Parking Only signs need to be placed at each of the parking stalls where the chargers are located. Thanks, {,ii'e� • � ��r� �� :�1 _-;_�. � �3 -�� t _ .� �,� ��., �� ;�;, r �� . � �ocL�d-3-L �Vand-e Berg DirectoIr of Planning Planniil�g Department City o�IZephyrhills 5335 8th Street Zephyrhills, FL 33542 _ Phone� 813J80.0006 Fax: �I 813J80.0005 vandeber� ci.zephvrhills.fl.us "It's not the Plan that's important.... it's the Planning" ___ __.—�---.___.__ _.._. _-----.___.�____�.__ __.___ ____.._..�. ____--- _._.,_ ____----- -_.___.__._._..___.- ----_---._ _ ---. .---_--- - _____._._,_.�._�_--_.___.___. From: Matt.Femal@kimley-horn.com [mailto:Matt.Femal@kimley-horn.com] Sent: F�riday, December 2, 2016 1:32 PM To:Totld Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Cc: M�nesia.Brown@walmart.com;Christopher.Hatton@kimley-horn.com Subject:Walmart Zephyrhills, FL#706-Public Affairs Contact Information 1 �i �I . i Todd� I , Christopher informed me that you would like to discuss with Walmart about the potential Iocation of a signal on US 301 �� near their existing store. Pleas� contact Mone Brown,Walmart's Director of Public Affairs. Her contact information is below and she is co ied on p this email. Mon�esia T. Brown Director of Public Affairs 8v Government Relations Walmart Stores, Inc. 1700 North Monroe Street, Suite 11-119 Tallahassee, Florida 32303 Monesia.brown(�a,Wal-mart.com 850.296.6258 Than�you, jl ��'>>)HO��`�1 Matthew R. Femal, P.E. (FL) Kimley-Horn � 655 North Franklin Street,Tampa, Florida 33602-4447, Suite 150 Direct:'I813-635-5526 � Mobile:813-299-1680 � Main: 813-620-1460 Conne�ct with us:Twitter� Linkedln � Facebook �YouTube Proud�o be one of FORTUNE magazine's 100 Best Companies to Work For i I Z iI . __ :; , ti.,� - Y i f �I - � � ,j e�3-�eo-oo2o City.,of,Zephyrhfil"s Permit'Application Fex•et�-�aaoozi Bpldinp Department ' Date Recelved � —2 �0 p��pno Contact for P¢rmlttin ( � ) '� -if-Ti`T'L'T'7'i;- - ' - `I-IT ' OwnefsName �$. pwnerPhono.Number �' - � Ownors Address .CJ. 1� d V• aC ' Owna�P.Hono Num6er t - - ^ Fea 51mp10 Tltlaholder Name Owner Phono Numbor 4 i FooSlmploTltloholdorAtldroes JOBAOORFSS +YU N ' ��10T� � ' �SUBDIVISiON � ' P1IRCEL IDJI �`T�at dE.�" � (,!" �L/OV(/'�OU�(J � �097AINED FROM PROPERTY TAX NOTICE) � WORK PROPOSED NEW CONSTR ADDIALT Q SIGN Q Q DEMOLISH e IMSTALI. � � REPAIR ;� PF2bPO5EDUSE Q SF{2 ,Q COkiM � OTHER �I TYPE OF C�NSTRUCT(ON Q BLOCK Q FRAME � STEEL Q ;I r '�I �f DESCRIPTION'OFWORK �VO� �1 � ' :BUI40ING SIZE ` ��•� J�I` $�FOOTAGE ��} HEIGHT'� M i QBUILOING � VALUATION OF 707AL CONSTRUCTlON � QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.RE.C. + OPLUMB[N6 S QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 i QGAS� Q ROOFING ,Q SPECIALTY Q OTHER ' F�NISHED fL00R ELEVATIONS C� FL000 ZONE AF2EA QYES NO 1 I � . j BUILDER /�.�nJ, COMPANY � � I SIGNATURE L�-�`c`�^� �' REGI6TERE0 Y/N FEc CURREN Y.%N , I Addrase- - � r . e nse A � EIECTRIC�AN' 1 COMPANY � i SIGNATUf1E' ttEaist�teo Y 7 N FEe cuaaefl Y!tJ � Addrese Llcense,S- � j PLUM9ER I �� '1�� COMPANY ' SIGNATURE REGISTERED Y!N fEE CURREN Y/N Address• Lfcense#. MECHANICAL �GJ� " �� . COMPANV SIGNATURE PeciSTEaen. Y I N �e cuaner. Y!tJ i Addraca Llcense# i OTHER COMPANY � StGNATURE RECI6TERED YI'N FEEGIIRRER Y/�t ' Address Uconse.it: [ 16PPttllllllillli911tIrIQi � Ai11tGI1'111111116111•► I � Ii111i1111171110 RESIDENTIAL Alterh(2)Plut Plens;(2)sats oLBu11d3�0.Plensi,(1)set of Enerpy Fnrms;R-O-W Pertnit far naw consirucNon, � MlnUnurn ten(10j Nrorking days afler submitlel dafn. Requ(red arisito.Constructlon Plans.Stam�water Plans w/Silt Fenco installed, � Sentlury FnGlftles 8 1 dumpstvr,Slle Work Rertni[for subdlvisionsllergo pro►ecls COMMERCIAL Attach(2)�camptala sels of BuildlnA Plens plus a Life S51nly Po�c;'(1)set of Enarqy�orrns�.R-O-W Perrrlll fo�trevr mnsWction. M�imum ton{10)working days afte�submiltafdale. ReqntruU a�ske,Construction Plans.Slormwaler P,Ians.wl Sfl[Fence instalied, Sanitary�FaclllUes&t,dumpsler,Sile Wotk Pertnit to�all new pmJects.A�commefclel requtreinents musPmeet compfiance , SIGN PERMI7 ARach(2).sets ol Englneered Piens: °'••PROPERIY SURVEY.roquiradforall NEW corulructian. •dJ d L{7=b L• 'J.3 � L l�' l.i' � Li' •..at [Nnictlons: . � �Fiil outappUceUon conipletefy. I ' Ovmer&Coniractor sl�n bark'o(eppfcalinn,nalarized ,If ovcr�260o,a.Notice of Commoncament Is requlred. (A/C�upgrades'over 57800) �•• Agent(fof Ihe contractor)'o�PoWer of Altomey{far the ovmar)wauld ba someone wifh noladzed fe8er irom owner euthorizing sazne i OVER 7HE COUNTER,PERMITTING. (copy oi contred required) ' Reroofs i(shingies �Sewe�s. Service UPpredes A/C F.ences(PIot/SurveylFoafage) ,� Ddvewaye-Nol ovarCouoterifon puhlic roedways..needs ROW ;� l � . , -'f�A `i �� j� ' NOTICE OF DEED.RESTRIC710NS:'The undersigned understands thaf.this permif may be subJecf.to"deed"restrictions" ,; which may be mo�e restrictive than County regulatlons. Ttie und'ers(gned assumes responsi6ility.for compliance wi(h any �i appllcabie deed=resUicBons:. � ;I �UNLICENSED�CONTRACT.ORS AND'C.ONTRAC70R RESPONSI81LIT1ES: If the owner"has hired a contractor.or I contraatdrs.to.undertake.work;_they may be.required to be�licensed!n accordance.w(th state and Iocai regulations. If the '� conirector(s nof`licerised as.required by law,:tioth'the owner and'contractor may be:cited_for a'ntisdemeanor'violation under stafe law: If th'e:owneror intended con{ractor are:uncertain as'to what licensing requirements may apply for the ' intended wprk;they are.;advised'to qontact the Pasco County;Building Inspection.Dlvision--Ucen's(ng Seclion;at 72T-847- �( .8009. FiutHermore,.;if the ovmer�has hired.a con(ractor orcontractors, he is advtsed to'have the cont�acto�(s) sign portions of the-"cont�actor Bfock"of this applicaUon for which'they=.will be responsibie. If you,as the ownec sign as the � contractor,�lhat may be an'indication thet he Is not propedy licensed and is not entitled'to permitting privileges in Pasco � County., TRANSPORTATIONJMPACTIUTILITIES IMPACT ANO RESOURCE RECOVERY:FEESi The undersigned understands 'ihat Transportation Irripact Fees and,Recourse;Reco"very Fees may.apply fo the construction of new buildings,change of � use:in�exisC�ng bulidtngs,or expanslo�of existing buildings,,as'specified in I'asco County Ordinance number 89-07 and „ 80=07;as>amended, The undersigned also uriderstands,that such fees,as.may be due,wlll be ldendtied at.the time-of � permitting..:If is further understood lhat Transportation;impact Fees and Resource Recovery"Fees must be paid prior to recei"ving,a"ceittflcate of occupancy"or fnal power relea"se. If the prof ect.tloes not Invoive a ceftifibate of�occuPancy or finai`powe�.tetease;llie'fees inust;be�paid pdor to permit issiiance: Furthermore,.if Pasco County.Water/Sewer Impact 'fees.are due,they must be paid_pdor_to,permit issuande in accordance with appflcable Pasco Counry ordinances. CONSTRUCTION LIEN LA1N(Chapfer213,Flortda Statutes,;as amended): If valuation,of woiic is•$2,500.00 ormore;1 � certlfyrthat l,_tfie applicant,.haye been provitled with a copy of-the "Florida Constructlon.Lien Law—Homeowner's ;Frotection>Guide"prepared by the,Flo�ida Department.of:Agriculture.and ConsumerAffairs. if the applican!Is someone other lhan tFie��'owner";1 certify.that I-fiaye otitained a copy'of the.above described document and promise in good taith to deliver it to.the:"owner".prio�to_coinmennement. � CON'IRACTOR'$/OUVNER'S•AFFIDAVIT: I ceriify,that:all the informatian in thisapplication is:accurate and lhat all work wlli be don_e_:fn compllanca with atl applicable taws regulating,construction,zoning and.land.development. Application Is, ! ;tiereby-made�to obtain a permtt'to do work and'(nstallatlon'as indicafed. f certity{fiat no_work or instailation has �commenced,prior to,issuance of a_permit and that-all work-will be performed to meet s4endards of ell laws reguiatirig consfrGdtion,�Coupty and City cotles, zoNng-regulations, and lantl deveiopment regulations In the Jurisdiction. I also certify that I untlersta�d that the regulations�of other government agencies may appiy'to the intended work„and that it is rriy respo,nsitii8ty t6�ftlentify wfiat.aCiio�s I must.take;fa be in compliance. Such�agencies°include bul are not limited to: - D"epartriient of Environmental Protection,Cypress Bayheads,Wetland.Areas.and Environmentaily Sensitive , "Lands;Water/Wastewater Treatment. � - Soufhwest Fio�ida Water 'Management Disirict-Welis, Cypress Bayheads, Wetla�d Areas, Aitering � Watercourses: ' - Army Corps of Engineers-Seawalls,Oocks,Navigable Waterways. - Departinent..of Health.8 Rehabiiltaiive.ServiceslEnvironmental Heallh Unit-Welis, Wastewater Treaiment, `Septic Tanks. � US�Environmental Protectlon Agency=Asbestos abatement. � - Feileral Aviation`Authority-Runways.. ' funderstand that,the;following.resUictions applyto the.use of fill: _ ,Use:of fill is not allowed in Flood Zone"V"unless.expressly permitted. - If,ftie flil material-ls to be used in Flood•Zone "A"; it is understood`that a drainage plan addressing-a "compensating,volume",will be submilled at`time=of pertnitting which is prepared by a professional engineer licensed by the;Stete of Florida. - If the.fill niaterial.is to be used;in F,Iooil�Zona•"A"in connection.with a permitted building using stem wall •construcl'ion,i certify,that fill will'be;used anly fo fi(l the a�ea withEmthe siem wall, - if'fill'matet(al is-to'be'used..in any a�ea; l ceitity',tfiat use of sucli tll wlll not.adversely.aHect adJacent properlfes: If use-of fiil'is found to�advei'seiy affect adjaceM properties,the owner may be-ciied for violating the condidons of the building.permlYissued under'the:attached permltapplication,forfots less thari one(1) �acre,wfitch are.elevated by fill,•ari.enginee�ed drainage plan is required. � if.l,am the.AGENT FOR THE OWNER,I.promise'in good.faitti to inform the owner of the permitting contliiions set foftfi In this affitlavitprior to commencIng;construction. i understand thaha separate permit may,be.requfred for etectrical work, plumbing,signa;weils;;pools;.air conditioning,gas;.or'other installatlons notrspeciBcally inciuded in the application. A pemiit issued,shall ba.;construed to be.a Iicense:to:proceed with tFie work and not as.authorriy,to-vto�ate,cancel,alter,or set'aside-any proVislons:of_the technicat codes,nor shail issuance of a peCmit�prevent the Buildiqg Official from tfiereafter requiring a correcdon of errors in plans,construction oi vioiations,of any codes. Every permit issued sball become invalid unless;the work•authorized.6y such-permit.is.commencetl within slx;rrionths of permit Issuanoe,or if inrorK authorized'by tfie permit is suspended,or abandoned for a period of.six(6);months,after the time the work;is c6mmenced. An eutension ; may be requested,in wriUng,from fhe„Bullding Offciai.tor`a,period not to exceed.ninety:(9D)days and will demanstrate justiflabie-cause for the exlension. If-work ceases for n(nety(90)_consecutive.days,the Job is considered abandoned. � WARNING'TO OWNER: YOUR FAIGURE TO RECORD A NOTICE OF COMMENCEMENT-MAY RESULT IN YOUR PAY1NCi:7WICE�FOR IMPROVEMENTS,T,O YOl7R PROPERTI'. IF YOU.INTEND TO OHTAIN FINANCING,CONSULT WI7N YOUR LENDER OR�AN AT70RNEY BEFORE FtECORDING YOUR NOTICE OF'C0141 NCEMENT. FLORIDAJURAT(KS.�117.03) • , � OWNER OR-AGENT: CON7RA'CTOR �' w -�� Subscnbed end awom lo'(or e�irmedj 6efore me this bs�W ad��d swo�1 fp(or.a�ir�sp before. thls -'Uy . ..". . ` ��11::l'7 by.,lileTll'1 W�V17�L��.e�— Whu ix�a�e pn'rsonaliy krro:vn to me ochasfiave produced �A �C4(1c� y�qy�„�J�,4q.�e�a�oslltnve praclucad asldenlifimtlon. P`�^��i�-�Y �1u�1�v�'vi�l .osidenlll(cailon. Nofnry publie �"v � � _JJolery Public � . . EE 85657.6 � Commisslon No Commisslun No, , � Darlene Parone µ�4ltiy__ NartteotNota ed,` nledotstam ed NameotNole ed, rinladorslam ad ,.��R"'�%'�, DARI:ENE PAROtdt �Y�YP. P� P �Y�YP P P � , . =�:�:"'z Nota�y.Public-State_ot.Florida ;NT• �::aY;My Camm.Expires Dec 15,.Z016 �'�.',;oFF��,`,�•�� Commission�#EE 85G576 f � _ -, 'I ... -_--_ �.. ..� -__T.-..��.._ ,." .^�-_;`._. .... ....._.- _.,.-._._ -�,. _ ,_, .. . ... . .. ._---- � `. �_ _ .. _ ; . . - � ;� , ` I � � � e�a-Teo�uazo City of Zephyrhllls Permii Appli�aiion Fax•a��eaooz� 9u�dMp DepeMien! � D�NRaeeivod � -� � . PhanoContnttler.P�rtnitUnp-. ( ��' �' � � _ �-1•r-r-rr-r�- �( �-�'�"i't T��' Ormnf�Nim� � �� 1 L�1��v Owmr PAon�Numbor f� � i Ownor�Adaroea„� . . l�_. �a��r1 Y1 � Ovm�rPhoncNum6or — FeoSimplaTitioholdarN�mo �� Own�rPhonoNumbor ' � i � FooSlmploTlU�hotd�tAddroo� _ _ _ I JOBAODRESS �Gi - . "fllOTll .� � SUBDIVISiON �� PARCELlDA �� 1 ` V` �OV�/'�Jb_ i ' �OBTAIN.."DPR0179iWP¢1iTY7a1CNOriCL) . WORK PROPOSEO NEW[ON9Tq� ADDIALT [_] SIGN Q Q �EMOLISH e INSTAIL � kEP.WR PROPOSEOUSE Q SFR �„]� COMM �� OTH�R � - � 7VPEDFC011BTRUCTION [] HLOCK [� fRAME � STEEL [] C�� 1 DE$CRIPnONOFWORK G � • l� l� �1 ' ' � '� � �M.++��/i� ou1LWNO 61zE _,J J.J�p�� SG fOOZ'AGE Q � H�tciHs � - T . . . ."'Pf'TT'1`7YT.lT7' QBUILOINO ��, VA:.UATION Of 7pTAL CONS7RUCTION - L-_.J �ELEQ7RIQp� C$� AMPSGRVICE Q PROGRESSENERtit! Q VJ.R.E:C. QPUlMBiNCi �� KY v �' )�/ /�V 1, Qh1ECHANICAL � VA4.UAT10NOFMECHANICALtNSTAUA'170N �(�' ; 7 � [�GA& Q ROOFiNCS [] SPECIALTY C] OTFiER ! FlFU6HEDFLOORELEVATIONS C� FL0007-ONEARCl. QYES. NO , i BUILUER COA7PANY � __.___ 51GNATURE �GlgiBqEO ��7 N- - .�ECUPNE�. Y1N Addroso - � � S� • � n�� , /,1�,'`l I f� �l EIECTRICIAN � �COMPAM' �T . T� SICi2711TURE q[WaiFft2D Y!N FEecuRlteN t f V-"' � �� Atldreu LtceO'se$ ' � �2.�t�` � � /�� i C�-�. PLUHg�R COh9PANY PI� �J�� } SIG�tATURE �_- REGi6TE1tED. 1'�N_ FEE CVAREN � Y�N-. 1� f_ _ i . � d G� � �y.c.K_ Addmu 1lcnnse tt. ¢' � ,J S� ? , ��t f ��H�� ofApANy � Joe Cool AC&Heating of the Suncoast,Inc. � SI6NANR6 nEaaT[RED Y I N -fEE CUfwEN Y f iJ. ' 7308 56 Street,Pinellas Park,FL 33781 CAC1817493 � � Addm�r ucanco d 80NATURE � CQMF'ANY !�_ �` C�nURaen ' Y!N-f � ' � . .... ' PEGIBTBRED` LY:J N -- I �f--�-�^�- {�At06t 1 •— T � �COf18U$�-^�...� 1111tf�Ito11ii1 � 11111t�ift-ti1t� 1��1l�1�=I� i !�� iz �+ �1t �� fe-1��► FiES1DEti71AL Alledi(2}P1otPlans;(2}notsot6uitAlnpPlone:{t)aolo(EnstpyFarmaR,6�WParmitbrnowmnshuctlon: hthiim�en ten(70j we�klnp daye�fler s4bmitlel deib,Reputrod ana@a Gonsin�eUon i'lena,$to�ler Pis�tswl Slt Fettce inslallad, Se�tiuryFacitltleF.bldumpstarSite.Wni%.Pcrmll(o(subdlvbbnsl�aryoptaloclr ' � COMMERCIAL Att�ct�IZy wmWolo eats ot 9ulldln0 Pbns�plue a�L1fa So�nty.pop6;{1)eotof Ennrov Famc,R-0•W PermR tor hew aonsWctfon. • Mhimumten{10)wakln8deysofla�submlttaldate,RequGndu,slle;�CdnsWctinnc�lons;9to�mwoterPlens�w131itFencalnstslbd, Sanllary FacClUec 8 1.dumpster.811e Wark P.eimq tor nll new projocW.AY cammercJat req�ramenb musl�ineel compGanm SI6N PERbR Atleih�(��ots ot Enflineered Pionn. �'•PROPEfYIY SURVEY ro.qulfsd toresNEW corclrucfron. .,1„s. . . _ ._+;.t.� �r fd.1a s i L.a.�s• ��. ,_s�e.,w^.0 4.L�t� •a-F,so:a• CNntctl�ut; � - � -� Fulowapp[Icaaantomp�owy. - _ � , �Ownerh�onUoctortfpnbnckolappHcaLun,notethcd ' , � II ovar3��1�,�Nottu oPGommoncament Ir raqulnd.. 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I � i1, Jacqueline Boges From: ;� Jim Dalka<Jim.Dalka@bandesconstruction.com> Sent: Wednesday, October 19, 2016 3:05 PM To: Jacqueline Boges Cc: Jim Dalka; Jennifer Asher;Anthony Dubois Subject: Walmart LIQ Box Addition Permit Attachments: City-of-Zephyrhills-_Bandes-Construction-_16-25-STD-10M 10-19-2016 791793536.pdf; GC License EXP 8.31.18.pdf;Authorized Personal.pdf; City of Dunedin Tax Receipt-exp 09.30.17.pdf Jackie It was�leasure meeting you yesterday.We are the awarded GC for the Liquor Box expansion at Walmart 706 In adva,nce of pulling our permit attached are our Contractor Requirements for Bandes Construction. u� Below s a list of sub-contractors ho will be sending in the Contractor paperwork of this project; Bates �lectrical — ^�d��Cp��s��e �x v�.� (o-Z�-l6 F��a�� 8`•z�� JA Green Plumbing—(ra� �-�' Io-zo-/�@c�,sv� — �70� Joe Cool Air—HVAC � ��°�"'G� s' ��'�� RJ Group—Roofing �01t� Thanks in advance and don't hesitate to call or email if you have any questions Jim Dalka BandeS CO/'�St9'ceCt%O/1 1368 Spalding Dr. Suite CII ' Dunedin, FL 34698 727-733-5558 Fax 738-8225 I Pursuant to the Electronic Communications Privacy Act, 1818 U.S.C. �,¢2510-2522, the contents of this e-mail and the attachments hereto jif any)are confidential,privileged, and/or otherwise exempt from disclosure and a�•e intended only for disclosure to and use by the i�tended recipient of this message.If you are not the intended recipient of this message, the receipt of this message is not intended to and does not waive any applicable confidentiality or privilege and you are hereby notified that any dissemination, distribu�tion,printing, or copying of the contents of this e-mail is strictly prohibited.If you are not the intended recipient,please notify us by te�lephone or e-mail and delete this e-mail from your system.Further, e-mail transmissions are not guaranteed to be secure or e�•ror frhee because infornzation can be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. WE THEREFOREEXPRESSLYDISCLAIMANYREPRESENTATIONOR WARRANTYREGARDINGTHESAFETYANDINTEGRITY �e OF THIS E-MAIL AND FOR ANY ERRORS OR OMISSIONS IN THE CONTENTS OF THIS E-MAIL THAT ARISE AS A RESULT OF THIS Ti NSMISSION OR ANY SUBSEQ UENT RE-TRANSMISSION. I �� 1 'i II � Rec: 10.00 �o�-zz, II�IIIIII�III�l�lllllllllllllllllill�lll�lll�lll��llllllll�l DSp�0.00 g65 IY: 0.00 I 2016169177 10/26/2016 K. D. K. , DptY Clerk I � I Permit No. Parcei ID No�� /`a I' �{ � ��N�V ^ �� O Qt�'�� NOTICE OF COMMENCEMENT Stale of Florida County of Pasco THE UNDERSIGNED hereby gives nolice thal Improvement will he made to certain real property,and in accordance with Chapter 713,Florida Statutes, lhe following informatlon is provided in this Notfce of Commencement: �/�., \ 1. Description of Property: Parcel Identificatlon No. �—a5'—��^� r � �""(��-�CJ—Q�� U Street Address: 7631 Gall Blvd Zeohvrhills.FL 33541 2. General Descriplion of Improvement_Liquor addition I � 3. Owner Informatlon or Lessee infortnaUon if the Lessee contracted for the Improvement: ( iWalmart Stores Inc East LP 2100 S.E.t��mgt Bentonville AR Address Ciry State Interest in Property: Owner Name of Fee Simple Tilleholder: N/A (If differenl trom Owner listed above) Address Bandes ConstrucGon ��y Stale �� • 4. Contractor. 1368 Spaldinga�oad Suite C Dunedin FL Address City Slate I Contractors Telephone No. �Z�"�335558 � N/A 5. Surety: I Name Address Ciry State Amount of Bond: $ Telephone No,. 6. Lender• N�A Name � Address Ciry Slate Lendets Telephone No.: 7 Persans within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: N/A Name Address City State Telephone Number of Designaled Person: 8. In addition lo himself,lhe owner designates o� to receive a copy of the Lienors Notice as provided in SecGon 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. E�iration date of Nolice of Commencement(Ihe e�iretion date may not be before the completion of construction and final payment to the contractor,hut will be one year from Ihe date af recording unless a diHerent date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AF7ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB S1TE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I Under penalty of perjury,I dedare that I have read lhe foregoing notice of commencement and that the fads staled therein are true to lhe best of my knowiedge and belief. STATE OF FLORIDA — COUNTY OF PASCO � Signature of 0 r o L ssee r O ers or Les ee's Authorized Officer/Directo a ger /� J�. l 2�iC��1J �� /G_ Ar Si orys Title/Office 7he foregoing insWment was acknowt e`ed 6 e ' �day o • y {\LD�-1 � � . � lype of aulharity,e.g.,officer,tru tee,attomey in Tact)tor � a e of art on b I of ' tru nt as executed). Personally Knov�O�,Produced Idenlification❑ Notary Signat Type of Idenlificat�n Produced Name(Print) i PRULA S 0'�NEIL,Ph D.PRSCO CLERK & COMPTROLLEi2� CRYSTALUPHOFF 10/2�/2016 02:39 m 1 ryvf 1 NOTARY Pl18LIC OR 9Ki g44� P� 6�� My Commisslon Exp�ires 10�0�2026 � Comml�olon Numbor 12361038 i wpdata/bcs/noticecommencemenl�c053048 �� STA`�E OF FLQFZIDA, COUNTY OF PASCO �.�� ` a �'� TWIS IS TO CERT�FY THAT THE FOREGOING IS A � . � TRUE AND CORRECT COPY OF THE DnCUMENT � ' �R�, _ , a� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � WIT ESS MY HAND AND 0 FICIAL SEAL T IS � . �`GwtivQ rn�;�' ; � �DAY OF 2 Cf� ' � �"'� PAULA S.O'NEI CLE K&COMPTROLLER � �� ay� � `�� .eE�f:� %.�.=� BY l�✓!/�-- � DEPUTY CLERK ��. , e o � _ ��OF F�O��`�`" ,I ;� �I � � r ..�� C�� " ,�„�,( �Cs��=-; !��i !�3�'�,� ,, l�� , � � ��?i\� i��. f`w� ��' E l'�=.1 �_�. t. � 1368 SPAULpING Ro., SrE, C, DuNEDIN, FL 34698-5�39 ' P: (727) 733-5558 ; F: {7271 738-8225 j LiCENSE: �CGC018550 � o�t�at��,� r��, ?�i_� City� nf'Lc;phyrhills—I3uilciinL I�ept -,�- m . J»J 8 Street ^ - � 7epliyrhills, FL �3��_ '1'a V�jhom lt May,Conccrn: ' 'l�his is to authorizc the followin<.; employees ta pull permits for B�ndes Construction on my behalf: I nnthony Dubais �+Iike I-ic�vcy n�ichcic C�u�ducci Jcremy 13,rowi� Mru•k �tcphcns %��ck 13andcs Lonnic I'1tZSiltti]]OI15 ��'om Pavel Jillian 13aiides .lim Dalka Sincerely, B:�iides Cu ti � ction Co., Inc. Robert I3andes ' Pi•esident Si�ned and s�v�rn.t�efoi•e me this 19th day �1'October 201 C �� .� �.� nn c�� c�,u�, � ��0! � oi��ry: �y conui�ission expire : ,�,,. R13/mc ,��;��J�:=: NEATNER LYNN tdCCORn1ICK :.; r�.:; ;._ Comrri}ssion�FF 019860 �,e= Expires June 2A,2077 �''�„p��r. Cand.1 Thv Troy Fen I:awsna eC0+�S5•;019 � V{yyy,i,gqNDt5CON57.CCiM � i_;lU,.l IJFP�I{�r,,::"i', =�ri�-;_i�iCG. II , � � I I �l}A10 jh, ' ` � J.�. �� ' 'Da �' Pl�rinbin�f.�A4eclzanrcdllnc, Lir.A'ns.CFG019132 GAfC013l23 A't�H n N�oPv 602 A'oiih Romc Aatu:ie 7"mrr/xi,F7orida 33G�JG I (813J 251-3333 ' (EOOj33S-3233 Fnx(813)257-3203 October 18, 2016 , City of Zephyrhills Building Department 5335 8th ST. � Zephyrhills; FL 33542 RE:Authorized Agent Please be advised the following agent(s)are authorized to pull the permit for JA Green Plumbing& Mechanical, Inc. Lic#CFC019132 William D Green G650-924-70-289-0 Jeffrey Johnson. J525-420-62-121-0 ' � . Roger Theil T400-731-60-369-0 Thank ou, � . � John-A-Green - President � State of: FL ; County of HILLSBOROUGH The foregoing instru was acknowledged before me this I�, day of �E.JC� � 2016 � by John Green, ' e of JA Green Plumbing& Mechanical,inc.,who is personally known to me. � `o�.RY�r,�c JAMIE L STEMBRIDGE * �4* h1Y COMMISSION�FF 019940 s i� t �f�f�Jurr�l61� Nota y Signature,Jamie L Stembridge Expiration D�t��o�`° BondedThruBudgelNo!aryServices � walmart liquor store 7631 GALL BLVD- BANDES COSTRUCTION 3,905 � SQ FT ', o umn ` ' SQ. FEET PRICE , �' MAIN OR LIVING: 3,905 $ 88.63 ' OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - � VALUATION $ 346,100.15 FEE SHEET $ 1,229.00 � � ADDRESS j DRIVEWAY I ! BUILDING: $ 1,253.58 ELECTRICAL: $ 214.43 PLUMBING: $ 184.35 MECHANICAL: $ 129.05 i SUB-TOTAL $ 1,781.41 �� TOTAL $ 3,562.82 $1781.41 DOUBLE 2ND PLAN REVIEW I I SEWER: $ 1,412.83 I WATER: $ 450.56 I IRRIGATION: $ - TOTAL: $ 1,863.39 j WATER METER: na IRRIGATION METER $ - � FIRE DEPARTMENT FEES ', PLANS TOTAL: $ 234.30 will have to pull separate permit for sprinkler � INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 234.30 PUBLIC SAFETY IMPACT FEES POLICE $ 636.52 FIRE $ '683.38 ' 5% $ 66.00 TOTAL: $ 1,385.90 , SUB-TOTAL $ 7,046.41 , PARK IMPACT FEES na SIF'S: na 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: $ 20,731.65 I 99% $ 20,524.33 1% $ 207.32 � � TOTAL: $ 27,778.06 �' �� I Walmart Liquor Store o umn SQ. FEET PRICE MAIN OR LIVING: 3,905 $ 88.63 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 346,100.15 FEE SHEET $ 1,226.00 ADDRESS DRIVEWAY BUILDING: $ 1,250.52 ELECTRICAL: $ 275.85 ' PLUMBING: $ 183.90 MECHANICAL: $ 128.73 SUB-TOTAL $ 1,839.00 TOTAL $ 3,678.00 $1839.00 doubled i SEWER: $ 1,412.83 WATER: $ 450.56 IRRIGATION: $ - TOTAL: $ 1,863.39 WATER METER: $ IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL. $ 494.30 � INSPECTION TOTAL: � PERMIT TOTAL TOTAL: $ 494.30 � PUBLIC SAFETY IMPACT FEES I POLICE $ 636.52 � FIRE $ 683.38 5% $ 66.00 TOTAL: $ 1,385.90 I I SUB-TOTAL $ 7,895.37 I PARK IMPACT FEES SIF'S: 100.0% $ - I 1.0% $ - i TOTAL: $ - � T I F'S : $ 20,731.65 99% $ 20,524.33 ,� 1% $ 207.32 � q '! TOTAL: � $ 28,627.02 � � , I � I City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Retail ----- - ----- ------- . No. of Square Feet � - 3905( Impact Fees Within City Limits Outside City Limits Water Distribution System $ 450.56 $ 563.20 Wastewater Collection System $ 905.62 $ 1,132.03 Wastewater Treatment Plant Capacity $ 507.21 $ 634.01 TOTAL $ 1,863.39 $ 2,329.23 ,, �� i� i i� !I ��Pht��.F{[[�C�� F[�� f��F1�� 6907 Dairy Road, Zephyrhilis, FL 33542 i IFERE SER4/B�E �9SER FEES O�cu �ncy No.: � Plan f�o.: Contractor: BusinessfVame: tJ�j-►''�.n�z�;' �-.:��rrL '-�7oc, BillingAddress: Business Address: `�4 �r C��az� �c.J� Busine�ss Phone No.: Billing Phone No.: Busine�ss Fax No.: Billing Fax No.: Contact: Contact: P I REVIEW FEES `J��'��NSPECTION FEES PER IT�EE—'� F �SE ALARflA FEE Site Plan Annual N/C � Sprinkler st Alarm N/C Multi.�amily/Commercial .O6 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minir�um Charge$25.0 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan iRevisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 II � 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 . � SP��tIAlKLER SYSTEBRS (Business closed until LP Gas $50 6th Alarm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 pl i�s Heads $100 SPRINKLER SYSTEN9S Fuel Tanks- Per cank $50 STAff�EDPIPE SYST dro Undergrounds $45 Sparklers $100 � � Per R�ser $5 drostaticTest $65 persystem Fire Works $500 FIRE PUfNP ' Acceptance Test $45 persystem Camp Fire $25 � Per P�mp $100 Hydrant Flow $75 Controlled Bum $100 FIRE Ii4LARNi SYSTEM Hood/Duct $50 �0-25�Devices $50 FIRE AL14RAA SYSTEIUO Place of Assembly $50 Mnual 26 pl�s Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSIOM SYSTEMS B Recall Acceptance $50 Flammable Application $50 nnnuai Wet $50 OTHER Waste Tire Storage $50 Mnual Dry $50 Fire WalllSmoke Wall $15 perwau Generator<KW $100 CO2 $50 LP Gas $25 per tank Generator>30 KW 150 Otherl $50 Natural Gas $25 persyslem Bio-Hazard Waste $100 nnnuai KITCHEN EXHA,UST Fumigation Tenting $50 � Hood�ucts $50 Tent 10'x10'or greater $15 pertent Torch PoUApplied $50 IOTHER Fire Pump $45 Haz.Materials $100 Mnua� LP Installation per tank $50 Fire Suppression $30 Fuel TI�ank Installation $50 System Acceptance SPer Tank) $50 Exhaust HoodlDuct $30 �Natural Gas Instauation $50 � Re-inspection DBL (Per System) (other than annual) �Spray Booth $50 � Inspection scheduled DBL � � and cancelled less than � � �� 24 hours �� n�� ?J�' Construction Insp. N/C �� S P-f� ,�+ 8 Emergency Vehicle�AC� $50 (�"� FALSE ALARM P L A I�l S T O T/�� I N S P E C T I O N T O T A� � G� l P E R M I T T O T A L�G�� TOTAL�— `�'��JW GRAND TOTAL C �� Commen s: � � ii �� Date: ! !"/�'�� I� � �` - Inspector: nin i � L II l —___ __ ""__ _"'—_ _ — ' _ '_ __ a '_' _ """ � .+' � I :d�_'� - � .�ki . , ,�� 4 � ��Z�"1� .� _ ��`�-Y, � .��°�� •.� /' 1 ,:� � - �:: 1�� City of Zephyrhills �j�� '' BUILDING PLAN REVIEW COMMENTS sy� �� i ,n �.�11 �_ �� — Contractor/Homeowner: �� ;�� ,� � � Date Received. jZ`"��-'�� V � � � �� `�� .�..�{� c li szte: �7 C�Z3 (o ( �� , �} � � �`" � � �� . Permit Type: �-t,. � �`�"i�2Q. � . � ,` � . , Approved w/no comments.❑ Approved w/the below comments: � Denied wlthe below comments. C] � `� I ' �'� � r -,(�IG � ��,� ��r' � ,�� 'p � � �l'�?__�� r � �: � ' , � � �I, � . f� 1 �I� , � � I ,� � � E . ; , ; � � ' � ' This co ent sheet shall be kept with the permit and/or plans. `°,, , , • ; � i I -'" �� , Kalvin Swit er-Pl •s� iner Date Contractor and/or Homeowner ' � (Required when comrnents are present) I I il I , I � � Florida Building Code, Fifth Edition (2014) - Energy Conservation � EnergyGauge SummitC�Fla/Com-2015, Effective Date: June 30, 2015 -- Form 506-2014 � IECC 2012-Total Building Pertormance Compliance Option 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 EnergyGauge Summit�Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 I 12/1/2015 Page 1 of 13 , I�I �I � � I i PROJECT SUMMARY � I Short Desc: 706 Description: 706 Zephyrhills,FL Owner: Addressl: 7631 Gall Blvd City: Zephyrhills Address2: State: FL Zip: 33541 Type: Retail Class: New Finished building Jurisdiction: ZEPHYRI-IILLS,PASCO COLJNTY,FL(611600) Conditioned Area: 3246 SF CondiHoned&UnConditioned Area: 3246 SF No of Stories: 1 Area entered from Plans 3884 SF Permit No: 0 Max Tonnage 10 If different,write in: i Compliance Summary Component Design Criteria Result � Gross Energy Cost(in$) 3,575.0 3,793.0 PASSED ' � LIGHTING CONTROLS PASSES EXTERNAL LIGHTING No Entry HVAC SYSTEM PASSES PLANT No Entry WATER HEATING SYSTEMS No Entry PIPING SYSTEMS Not Checked Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- --An input report of this design building must be submitted along with this Compliance Report ; EnergyGauge Summit�Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 2 of 13 I _ ,I i I i ,� I ; CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the _ � Florida Energy Code Prepazed By• David May Building Official: Date: Date: � � � � I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify(*)that the system design is in compliance with the Florida Energy Efficiency Code Architect: Leigh Paull Reg No: AR0092828 Electrical Designer• Jaison Moras Reg No• 76917 Lighting Designer: Jaison Moras Reg No: 76917 Mechanical Designer• Jose J Diaz Velazquez Reg No: 78474 Plumbing Designer� Jose J Diaz Velazquez Reg No. 78474 (*) Signature is required where Florida Law requires design to be performed by registered design professionals.Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ��\O��I��'l��i � �� i � �.:...................... i ', \�Gj�l!:�'��CEM,4''' Q i > >� No. 474 Gr': _ * � * : * _ � -fl� . �9��; Sl' OF ;'�� i� ''••. �RIOP�•'�� i� S�o..............��G\�� I /��/bAilll\��`\ ��s, EnergyGauge Summit0 Fia/Com-2014 Section 506.4 Compliant Software.Effective Date:June 30,2015 � 12/4/2015 Page 3 of 13 I� Project:706 Title:706 Zephyrhills,FL Type:Retail (WEA File•Tampa.tmy) Building End Uses 1)Proposed 2)Baseline Total 232.40 290.10 $3,575 $4,463 ELECTRICITY(MBtulkWhl$) 232.40 290.10 68098 85000 , $3,575 $4,463 AREA LIGHTS 61.40 86.70 17984 25404 $944 $1,334 MISC EQUIPMT ao.00 ao.00 i i�os i i�oa $615 $615 PUMPS&MISC o.00 o.00 3 6 $0 $0 SPACE COOL s4.10 94.00 24652 27549 $1,294 $1,446 SPACE HEAT o.3o i.ao 94 410 $S $22 VENT FANS 46.60 6s.00 13657 19923 � $717 $I,046 Credits Applied: None PASSES Passing Criteria=3793 Design(including any credits)=3575 Passing requires Proposed Building cost to be at most 85%of Baseline cost.This Proposed Building is at 80.1% I EnergyGauge Summii0 Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 4 of 13 i�I ; i External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sqft or ft) None Project:706 Title:706 Zephyrhills,FL Typc:Retail (WEA File:Tampa.tmy) � Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- � ID (sq.ft) CP CP ance Retail 25,001 Sales Area 2,601 2 2 PASSES Storage 3 Storage&Warehouse-Bulky 431 2 1 PASSES Active Storage Mens Room 6 Toilet and Washroom 74 2 1 PASSES , Womens Room 6 Toilet and Washroom 70 2 1 PASSES Janitor 2 Storage&Warehouse-Inactive 29 2 1 PASSES Storage Vestibule 5 Corridor 41 2 1 PASSES PASSES i � EnergyGauge Summit�Fla/Com-2014 Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 5 of 13 �I i i I � ; � Project:706 i Title:706 Zephyrhills,FL � ' Type:Retail '� (WEA File:Tampa.tmy) � System Report Compliance RTU-1 ... Constant Volume Packaged No.of Units System--902 1 �I � Component Category Capacity Design Eff Design IPLV Comp- � Eff Criteria lPLV Criteria liance ii Cooling System Air Conditioners Air Cooled 120000 12.20 11.20 11.80 11 40 PASSES 'i 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Fumace 102390 1.00 1 00 PASSES Air Handling Air Handler(Supply)- 3700 0.80 0.82 PASSES � System-Supply Constant Volume Air Distribution ADS System(Sup) 6.00 PASSES System(Sup) Air Distribution ADS System(Ret) 6.00 PASSES � System(Ret) PASSES I , Plant Compliance Description Installed Size Design Min Design Min Category Comp � No Eff Eff IPLV IPLV liance � i None i II iWater Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance I None EnergyGauge Summit0 Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 6 of 13 � I I� I Project:706 Title:706 Zephyrhills,FL Type:Retail (WEA File:Tampa.tmy) Piping System Compliance Category Pipe Dia ls OperaHng Ins Cond Ins Req Ins Compliance [inches] Runout? Te'mp [Btu-in/hr Thick[in) Thick[in] [F] .SF.F) Heating System(Steam,Steam 0.75 False 140.00 0.28 1.50 0.00 Not Checked Condensate,&Hot Water) Not Checked � EnergyGauge Summit0 Fla/Com-2014 Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 7 of 13 � I I l Project:706 Title.706 Zephyrhills, FL Type: Retail {WEA File:Tampa.tmy) Mandatory Requirements (as applicable) MaterialCourtesyofPNNL -COMCheck resources Topic Section Component Description Yes N/A Ex Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air � � � barrier that is sealed in an aooroved 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 meetinq air leakaae reauirements. Air Leakage C402.4 7 Envelope Vestibules are installed on all building entrances. � � � Doors have self-closina devices. Air Leakage C402.4.1 1 Envelope All sources of air leakage in the building thermal � � � envelooe are sealed.caulked.aasketed.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. FenesVation C303.1.3 Envelope Fenestration products are certified as to � � � oerformance labels or certificates orovided. Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the � � � buildina thermal envelooe meets reouirements. Insulation C303.2 Envelope Below-grade wall insulation installed per � � � manufacturers instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's � � � instructions. Insulation C402.2.6 Envelope Slab edge insulation depth/length.Slab insulation � � � extendina awav from buildina is covered bv pavement or>=10 inches of soil. Insulation C403.2.7,C408.2.8,C41 Envelope Exterior insulation protected against damage, � � � sunliaht.moisture.wind.landsca�ina and equipment maintenance activities. Insulation C402.42.1 Envelope Roof R-value.For some ceiling systems, � � � verification mav need to occur durina Framina Inspection. Insulation C303.2 Envelope Roof insulation installed per manufacturers � � � instructions. Blown or ooured 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 C402.2.1 1 Envelope High-albedo roofs satisfy one of the following: � � � 3-vear-aaed solar reflectance>=0.55 and thertnal 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 Insulation C303.2 Envelope Above-grade wall insulation installed per � � � manufacturer's instructions. Insulation C303.2 Envelope Floor insulation installed per manufacturers � � � instructions. Insulation C303.1 Envelope Building envelope insula6on is labeled with � � � R-value or insulation certificate orovidina R-value and other relevant data. EnergyGauge Summit0 Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 8 of 13 -� Insulation C303.2.1 Envelope Exterior insulation is protected from damage with � � � a orotective material Verification for exoosed foundation insulation may need to occur during ' Foundation Inspection. Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation � � � � reauirements cannot be installed on too of a suspended ceiling.Mark this requirement compliant if insulation is installed accordingly Plan Review C103.2 Envelope Plans and/or spec'rfications provide all information � � � with which comoliance can be determined for the building envelope and document where exceptions to the standard are claimed. Controls C405.2.4 Exterior Lighting Automatic lighting conVols for exterior lighting � � � installed. Plan Review C103.2 Exterior Lighting Plans,specifications,and/or calculations provide � � � all information with which comoliance can be determined for the exterior lighting and electrical sysiems and equipment and document where , exceptions to the standard are claimed. Infortnation provided shoul Post ConsWction C408.3 Exterior Lighting Lighting systems have been tested to ensure � � � orooer calibration.adiustment,oroorammina and operation. I Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides>60 � � � Im/W unless on motion sensor or fixture is exemot from scope of code or from extemal LPD Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is � � � shown on the a�oroved liahtina olans _demonstrating proposed watts are less than or equal to allowed watts. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting � � � installed in all buildinas. Controls C405.2.1 1 Interior Lighting Independent lighting controls installed per � � � aooroved liahtina olans and all manual controls readily accessible and visible to occupants. , Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the � � � , liahtina load bv at least 50% ' Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls � � � that control the liohts indeoendent of aeneral area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at � � � the main entrv 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 � � � reauired liahtina controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under � � � skvliahts and rooftoo monitors are eauipoed with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting conVol devices for specific uses � � � installed oer aooroved liohtina olans Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp � � � confiaurations that are with 10 feet center to center(if recess mounted)or are within 1 foot edge to edge(if pendant or surtace mounted) shall be tandem wired. Plan Review C103.2 Interior Lighting Plans,specifications,and/or calculations provide � � � all information with which comoliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Post ConsVuction C408.2.5.1 Interior Lighting Furnished as-built drawings for electric power � � � svstems within 30 davs of svstem acceotance Post ConsVuction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and � � � eauioment to the buildina owner or desiqnated representative. EnergyGauge Summit�Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 9 of 13 Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure � � � orooercalibration adiustment oroarammino and operation. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. � � � Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for � � � soecial functions oer the aooroved liahtina olans and is automaticaliy controlled and separated from general lighting. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is � � � consistent with what is shown on the a �roved 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 forfuture connection to controls. HVAC C403.2.3 Mechanical HVAC equipment e�ciency verified. � � � Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized � � � damoers that automaticallv close Air Leakage C402.4.5.2 Envelope Outdoor air and exhaust systems have motorized � � � __ damoers that automaticallv shut when not in use and meet maximum leakage rates.Check gravity dampers where allowed. HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces � � � >500 ft2 and>25 oeople/1000 ft2 occuoant density and served by systems with air side economizer,auto modulating outside air damper control,or design airflow>3,000 cfm. HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected � n � from damaae(due to sun.moisture.wind etc 1 HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where � � � _ - ducts or olenums 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 � � � heatina panels have insulation>=R-3 5 HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static � � � oressure and location HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means � � � for air balancina. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting � n � Table C403 2 6 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 thertnostat control HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5°F deadband. � � � HVAC C403.2.42 Mechanical Temperature controls have setpoint overlap � � � restrictions HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using � � � automatic time clock or oroarammable control system. HVAC C403.2.4.3 Mechanical Automatic Controls:Setback to 55°F(heat)and � � � 85°F(cooll:7-dav clock 2-hour occuoant override,10-hour backup Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide � � � all information with which comoliance can be determined for the mechanical systems and i equipment and document where exceptions to the � standard are claimed. Load calculations per I acceptable engineering st Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide � � � � all information with which comoliance 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 manufact EnergyGauge Summit�FlalCom-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 10 of 13 Post Construction C408.2.5.1 Mechanical Fumished HVAC as-built drawings submitted � � � �, within 90 davs of svstem acceotance Post Construction C303.3,C408.2.5.2 Mechanical Fumished O&M manuals for HVAC systems � � � within 90 davs of svstem acceotance , Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is � � � orovided for HVAC svstems. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered � � � desian orofessional or aooroved aoencv Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and � � � certified bv reoistered desian orofessional or approved agency Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner � � � within 90 davs of receiot of certificate of occupancy Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure � � � orooer ooeration. Post ConsWction C408.2.3.3 Mechanical Ewnomizers have been tested to ensure proper � � � aoeretion. SYSTEM_SPECIFIC C404.3 Mechanical Temperature controls installed on service water � � � heatino svstems(110°F for dwellina units and I lavatories in public restrooms and 90°F for other occupancies.) SYSTEM_SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically � � � switch off the recirculatina hot-water svstem or heat trace. SYSTEM_SPECIFIC C404.2 Mechanical Heat traps installed on non-circulating storage � � � water tanks SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. � � � labeled for reolacement onlv as oer 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 soeed drive or driven bv vane-axial with variable speed 6lades,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 mav need to occur during Foundation Inspection. SYSTEM_SPECIFIC C403.2.7 1.3 Mechanical Ductwork operating>3 in.water column requires � � � , air leakaae testina SYSTEM_SPECIFIC C403.3.1,C403.3.1 1 Mechanical Air economizers provided where required,meet � � � the reauirements for desian caoacitv control signal,ventilation controls,high-limitshut-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 reauirements for desian caoacitv maximum pressure drop and integrated economizer control. SYSTEM_SPECIFIC C403.4.1 4 Mechanical Economizer operation will not increase heating � � � enerav use durina nortnal ooeration. SYSTEM_SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and � � � coolina and seauence heatina and coolina to each zone. SYSTEM_SPECIFIC C403.4.3.1 Mechanical Three-pipe hydronic systems using a common � � � retum for hot and chilled water are not used. SYSTEM_SPECIFIC C403.4.3.2 Mechanical Two-pipe hydronic systems using a common � � � distribution svstem have controls to allow a deadband>=15°F,allow operation in one mode for at least 4 hrs before changeover,and have rest controls to 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 l000 meet heat reiection and heat addition requirements. SYSTEM_SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have � � � means to balance and have oressure test � connections. EnergyGauge Summit0 Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 11 of 13 SYSTEM_SPECIFIC C403.2.10.1 Mechanicai HVAC fan systems at design conditions do not �/ il exceed allowabte fan svstem motor nameolate ho � � � or fan system bhp. ISYSTEM_SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowabie limits. � � � SYSTEM_SPECIFIC C403.4.2 Mechanical VAV fan motors>=7.5 hp to be driven by variable � � � sneed 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 setooint<=1/3 total desian oressure SYSTEM_SPECIFIC C403.4.22 Mechanical Reset static pressure setpoint for DDC controlled � � � VAV boxes reoortina to central controller based on the zones requiring the most pressure. SYSTEM_SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air � � � temoerature reset controls SYSTEM_SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h � � � desianed for variable fluid flow. SYSTEM_SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems>10 hp to � � � multiole chillers or boilers when others are shut down. SYSTEM_SPECIFIC C403.4.3.4 Mechanical Temperature reset by representative building � � � loads in oumoina svstems for chiller and boiler systems>300,000 Btu/h. SYSTEM_SPECIFIC C403.4.3.3.3 Mechanical Two-position automatic valve interlocked to shut � � � off water flow when hvdronic heat oumo with pumping system>10 hp is off. SYSTEM_SPECIFIC C403.4 4 Mechanical Fan systems with motors>=7.5 hp associated � � � with heat reiection eauioment to have caoabiliN to j 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. SYSTEM_SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat � n � water to SS°F or orovide 60%of oeak heat rejec5on 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 C404.2 Mechanical Service water heating equipment meets efficiency � � � reauirements. SYSTEM_SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by � � � a thermostat control. Minimum one humiditv control device per installed humidification/dehumidification system. SYSTEM_SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controis. n � � SYSTEM_SPECIFIC C403.2.4 1 1 Mechanical Heat pump controls prevent supplemental electric � n � resistance heat from comina on when not needed. SYSTEM_SPECIFIC C404.3 Mechanical Publiclavatoryfaucetwatertemperature � � � <=110°F. SYSTEM_SPECIFIC C404.5 Mechanical All piping in circulating system insulated � � � SYSTEM_SPECIFIC C404.5 Mechanical First 8 ft of ouUet piping is insulated � � � SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or extemally heated piping � � � insulated SYSTEM_SPECIFIC C404.6 Mechanical ConVols are installed that limit the operation of a n � � recirculation oumo installed to maintain temperature of a storage tank. SYSTEM_SPECIFIC C404.7 1 Mechanical Pool heaters are equipped with on/off switch and � n � no continuouslv bumina oilot liqht. SYSTEM_SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for � n � heated 000ls and oermanentiv installed soas. EnergyGauge Summit�Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015 12/1/2015 Page 12 of 13 � i SYSTEM_SPECIFIC C404 7.2 Mechanical Time switches are installed on all pool heaters � � � and oumos. SYSTEM_SPECIFIC C403.2.3 Mechanical CenVifugal fan open-circuit cooling towers having � � � combined rated caoaciN>=1100 qom meets minimum e�ciency requirement:>=38.2 gpm/hp. Testing C408.2.3.2 Mechanical HVAC conVol systems have been tested to � � � ensure orooer operation.calibration and adjustment of conVols. Mandatory Additional Eff C406 Project Efficient HVAC performance,e�cient lighting � � � svstem.or on-site suoolv of renewable enerav consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating � � � radiant heatina insulated to>=R-3.5. Plan Review C406 Project Plans,specifications,and/or calculations provide � � � all information with which comoliance can be determined for the additional energy efficiency package options. Plan Review C402.3.2.2 Envelope Skylights in o�ce,storage,automotive service, � � � manufacturino.non-refriaerated warehouse.retail store,and distribu6on/sorting area have a measured haze value>90 percent unless designed to exclude direct sunlight. � i � i EnergyGauge Summit0 Fla/Com-2014.Section 506.4 Compliant Soflware.Effective Date:June 30,2015 12/1/2015 Page 13 of 13 I I u �) i4ir System Sizing Sumrnary for RTU-1 Project Name:706 Zephyrhills-FL LBA 06/20/2014 Pre ared�b :Cuhaci&Peterson Architects 05:44PM Air Syst I m Information Air System Name ............................................. RTU-1 Number of zones........................................................... 1 Equipm�ent Class ....................... ............. PKG ROOF Floor Area ............................................................ 3682.0 ftz Air Sys#em Type ..............................................SZCAV Location ................................................. Tampa,Florida Sizing C��Iculation Information Zone an�d Space Sizing Method: Zone CFM .......................... Peak zone sensible load Calculation Months ....................................... Jan to Dec Space li FM ......................... Coincident space loads Sizing Data ................................................... Calculated � Central �ooling Coil Sizing Data Total co�l load ....................................................... 10.0 Tons Load occurs at ................................................ Aug 1500 Total coil load ..................................................... 119.5 MBH OA DB/WB ................................................... 92.0/77.0 °F Co I CFIe coil load .................................................92.9 MBH Entering DB/WB ........................................... 77.4/66.0 °F I�A at Aug 1500 .........................................4565 CFM Leaving DB/WB............................................ 58.5/57.5 °F Max block CFM .................................................. 4565 CFM Coil ADP .................................................................. 56.4 °F Sum of�i eak zone CFM .......................................4565 CFM Bypass Factor........................................................ 0.100 Sensibl�heat ratio .............................................. 0.778 Resulting RH .............................................................. 55 % ftZ/Ton�................ .............................................. 369.8 Design supply temp. ................................................ 58.0 °F BTU/(hrgftZ) ...........................................................32.4 Zone T-stat Check ............................ .................... 0 of 1 OK Water flow @ 10.0°F rise..................................... N/A Max zone temperature deviation .................. ............. 0.0 °F Central eating Coil Sizing Data Max coil�load ........................................................ 52.4 MBH Load occurs at ................................................... Des Htg Coil CF,M at Des Htg............................................4565 CFM BTU/(hr-ftZ) ................................................. ............ 14.2 Max coil�CFM ..................... ................................4565 CFM Ent.DB/Lvg DB ............................................ 65.2/75.9 °F Water fl��w@ 20.0°F drop ......... ........................ N/A Supply Fan Sizing Data Actual rr�ax CFM .. ...............................................4565 CFM Fan motor BHP ............................................. .......... 0.00 BHP Standard CFM .............................. ......................4564 CFM Fan motor kW .......................................................... 0.00 kW Actual�ax CFM/ft2................ ........................... 1.24 CFM/ft2 Fan static ................................................................ 0.00 in wg OutdoorlVentilation Air Data Design airFlow CFM ...............................................610 CFM CFM/person ........................................................... 15.24 CFM/person CFM/ftz .................................................................0.17 CFM/ft2 Hourly Anaiysis Program v4.60 Page 1 of 1 �� EnergyGauge SummitC►�v5.10 INPUT DATA REPORT Proiect Information Project Name: �Q( Orientation: North Project Title: 706 Zephyrhil(s,FL Building Type: Retail Address: �631 Gall Blvd Building Classification: New Finished building State: Fj, No.of Stories: 1 Zip: 33541 GrossArea: 3246 SF Owner: Zones No Acronym Description Type Area Multiplier Total Area fs�l fs�1 1 Liquor Box Retail CONDITIONED 3246.0 I 3246.0 � Bldg 12/1/2015 EnergyGaugc SummitOO v5.10 1 r-------- Spaces No Acronym Description Type Depth Width Hcight Multi Total Arca Total Volume [ft] �ft� �ft] plier [st] [cfJ In Zonc: Liquor Box Bldg 1 Retail Sales Area 26.01 100.00 16.00 1 2601 0 41616.0 � 2 Storage .. Storage&Warehouse- 43 10 10.00 16.00 1 431.0 6896.0 � Bulky Active Storage 3 Mens Room Toilet and Washroom 7 40 10.00 9 00 1 74 0 666.0 � 4 Womens Room Toilet and Washroom 7.00 10.00 9 00 1 70.0 630.0 � 5 Janitor ... Storage&Warehouse- 2.90 10.00 16.00 I 29.0 464.0 � Inactive Storage 6 Vestibule .. Conidor 4 10 10.00 9 00 I 41.0 369.0 � Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire �W� Ctrl pts In Zone: Liquor Box Bldg In Space: Retail 1 Compact Fluorescent General Lighting 25 I 14 2850 Manual On/Off 2 � In Space: Storage 1 Compact Fluorescent General Lighting 3 114 342 Manual On/Off 2 � In Space: Mens Room 1 Compact Fluorescent General Ligh[ing 1 58 58 Manual On/Off 2 � In Space: Womens Room 1 Compact Fluorescent General Lighting 1 58 58 Manual On/Off 2 � In Space: Janitor 1 Compact Fluorescent General Lighting 1 6 6 Manual On/Off 2 � In Space: Vestibule 1 Compact Fluorescent General Lighting 1 IS 15 Manual On/Off 2 � 12/1/2015 EnergyGauge SummitOO v5.10 2 r— Walls No Description Type Width H(Effec) Multi Area Direction Conductance Heat Dens. R-Value �rt� �ft] plier [sfJ �Btu/hr.s£F] Capacity �Ib/ct� �h.sf.F/Btu] �Btu/sf.F] In Zone: Liquor Box Bldg 1 .. 8"CMU Wall 100.00 5.01 1 501 0 North 0 0786 7 081 39 OS 12.7 ❑ W/Filled Cells 2 8"CMU Wall 100.00 14.29 1 1429 0 South 0.0786 7 081 39 OS 12.7 ❑ W/Filled Cells 3 8"CMU Wall 100 00 6.51 1 651 0 West 0.0786 7 081 39 OS 12.7 ❑ W/Filled Cells 4 8"CMU Wall 100.00 7 89 1 789 0 East 0.0786 7 081 39.05 ]2.7 ❑ W/Filled Cells WIIIC�OWS No Description Type Shaded U SHGC Vis.Tra W H(Gffec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier �S� In Zone: Liquor Box Bldg In Wall: East Wall 1 User Defined No 1 0900 0 77 0.76 24 00 5 00 1 120 0 e 2 User Defined No 1 0900 0.77 0 76 8.00 2.00 2 32.0 Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier �sfJ [Btu/hr.sf.F� �Ib/cf� �Btu/sf.F� [h.sf.FBtu] In Zone: ' In Wall: ❑ 12/1/2015 EnergyGauge Summit0 v5.10 3 � -- - � Roofs No Description Type Width H(Effec) Multi Arca Tilt Cond. Hcat Cap Dcns. R-Valuc [ft] [ft� plier [sfJ �deg] [Btu/hr.Sf.F] [Btu/sf.F] [Ib/cfJ �h.sf.F/Btu] In Zone: Liquor Box Bldg 1 Metal Roof 100.00 38.84 1 3884.0 0.00 0.0600 2.89 24.90 16.7 ❑ Skylights No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area �Btu/hr sf F] [ft] [ft] [SfJ [SfJ In Zonc: In Roof: ❑ Floors No Description Type Width H(Cffec) Multi Area Cond. Heat Cap. Dens. R-Value (ft] [ftJ plier [sfJ [Btu/hr.sf.F] [Btu/sf.F] [Ib/ct] [h.sf.F/Btu] In Zone: Liquor Box Bldg 1 1 ft.soil,concrete 100 00 38.84 1 3884 0 0.2681 34 00 113.33 3 73 ❑ floor,carpet and rubber pad Systems ' RTU-1 ... Constant Volume Packaged No.Of Units 1 System--902 Component Category Capacity Efficiency IPLV 1 Cooling System 120000.00 12.20 11.80 � 2 Heating System 102390 00 1 00 � 12/1/2015 EnergyGauge SummitOO v5.10 4 3 Air Handling System-Supply 3700.00 0.80 � I 4 Air Distribution System(Sup) 6.00 � 5 Air Distribution System(Ret) 6.00 � Plant Equipment Catcgory Size Inst.No Eff. IPLV ❑ Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss _ ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sf/ft/NoJ [W] ❑ Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] �in] 1 Heating System(Steam,Steam Condensate,& 140.00 0.28 0 75 1.50 No � Hot Water) 12/1/2015 EnergyGauge Summit0 v5.10 5 Fenestration Used Name Glass Type No.of Glass SHGC VLT Conductancc Panes �Btu/h.sf.F] Single Pane User Defined 1 1 0900 0 7700 0.7600 ❑ Tempered Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used �hsf.F/Btu] [ft] [Btu/h.ft.F] [Ib/cf] [Btu/Ib.F] 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 tt 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 ❑ � 123 Mat1123 CONC BLOCK No 1.7227 0 6667 0.3870 53.00 0.2000 ❑ MW,8IN,HOLLOW 404 Mat1404 R-11 Generic Insulation No 11 0000 0.2401 0.0218 030 0.2000 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct �I3tu/h.sf.F� �Btu/sf.I+] �Ib/cf� (hsf.F/I3tu] 1057 1 ft.soil,concrete floor,carpet and rubber pad No No 0.27 34 00 11333 3 7 ❑ Layer Material Material Thickncss Framing No. �ft� Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ 12/l/2015 EnergyGauge SummitOO v5.10 ( � , No Namc Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F� [Btu/sf.F] (Ib/ct] �h.sf.FBtu� I 1060 8"CMU Wall W/Filled Cells No No 0.08 7 08 39.05 12.7 ❑ Layer Material Material Thickness Framing No. �ft] Factor � 1 123 CONC BLOCK MW,8IN,HOLLOW 0.6667 0.000 ❑ 2 404 R-11 Generic Insulation 0.2401 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct �Btu/h.sf.F) �Btu/sf.F] �Ib/cf] [h.sf.F/Btu� 1061 Metal Roof Yes No 0.06 2.89 24.90 16.7 ❑ ❑ 12/1/2015 EnergyGauge SummitOO v5.10 � �_-- i _ -_ - � \ � MIAMI•DADE , ' ' I1IIAb•II-DADE COUNTY � PRODUCT COI�ITI20L SECTION I 11805 S�V 26 Street,Room 208 � D�PARTDIENT OF REGULATORY AND ECONOAYIC RESOIJRCES(RER) Nliami,Florida 33175-2d7� BOARD AIYll COD�ADl1lIl�'TSTI2ATION DIVISION T(736)315-2590 F(786)315-2599 � NOTICE OF ACCEPTANCE {NOA) �vwiv.miantiaade.gov/economv , The Silco Company ; P.O.Bos 1203 � New Haven,CT 06505 � SCOPE: This NOA is being issued under the applicable n�les and regiilations governing the use of construction materials. The documeutation submitted lias been reviesved and accepted by Miami-Dade County RBR- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority � Having Jt�risdiction(AHJ�:, This NOA shall not be valid after#he expiration date stated belo�v.The Miami-Dade Coimty Product Control Sect':on (In Miami Dade County) and/or the AH7(in areas other than Miami Dade County) reserve the riglrt to liave this product or material tested for qt�aiity assurance puiposes. If this product or materiat fails to ' perform iu tl�e aceepted manner, the mamifachirer wiIl inciir the expense of such testing and the AHJ may immediately revoke, modify, or suspend the �ise of such product or material�vithui their jurisdiction. RER �Ireseives the right to revoke tl�is acceptance, if it is determined by Miacni-Dade County Product Control , Section that this product or material faiIs to meet ttie requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. � DESCRIPTION: Series S/NB Steel and Alaminum Roof Hatch APPROVAL DOCUIVI�NT: Dra�ving titted"S/NB Dooa•Assembly",Sheets 1 tlirough 10 of 10,dated 10/15/2009,jvith last revision dated 07/07/20i 1,prepared by The Bilco Company,signed and sealed by Mark A. De Stefano,P.E., bearing tl�e Miami-Dade Cot►nty Prodnct Control renewal stamp with the Notice of , Acceptance iiumber and e�pu•ation date by t1�e Miami-Dacle County Product Control Section. MISSILE IlVIPACT RATIl�IG:Large and Small Missiie Impact Resista�it �; LABELING: Each unit stiall beac a peimanent label�vith the manufacturer's name or logo,city, state and � foIlo�vin statement: "Miami-Dade Coun Product Control A ioved" uuless othei-�vise noted hes�ein. i � g tY PP' � � . ; RENEWAL of this NOA shalt be considered after a rene�val application has been fited and tiie"rei�as been no ' , change in the applicable building code negatively affecting tl�e performance of ttiis product. ' T�RMINATION of this NOA will occur after fhe expiration date or if there has been a redision or change in ;I the materials,use,and/or inanufacture of tl�e product or process.Misuse of this NOA as an endorsement of i any product,for sales,adveitising or any ot4ler puiposes shall antomatically terminate tiiis NOA.Failure to � comply�vith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEM�NT: The NOA namber preceded by the�irords Miami-Dade County, Florida, and followed by the espi�ation date may be displayed in advertising literahu'e. If any portiou of the NOA is displayed,then it shall be done in its entirety. ; INSPECTION:A copy.of tflis entire NOA shall be.provided to the user by the manufachirer or'its � distributors and shall be availaUle for inspectioi�at the job site at the request of tha Building Officiai, This NOA i•euews NOA#11-4722.10 and consists of this page 1 and evidence page E-1,as�vell as approval document mentioned above. � The submitted documentation�vas�•eviewed by Cai•los M.Utrera,P:�. �'�s - NOA l�Io.I4-0708.07' ' � � � Expiration Date:December 2,2019 MIAhSt•DADE COUNTY y�� .••�� , , Appc•oval Date:February 12,2015 ;��,Ga�r"-o�5 Page 1 . f ,I ;; . d _ i � TI►e Bilco Compa�2v ' ! NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . � i ' ; A. DRAWI�i IGS "Srrbn:itted rrnder NOA#II-0722.I0" I T.. Drawing titled"S/NB Door Assembly",Sheets 1 �lu-ough i0 of 10,dated 10/1S/2009,tivith Iast � " revision dated 07/07/2011,prepared by The Biico Coinpany,signed and sealed by Mark A. De Stefano,P.E. ', B. T'�STS "Submitted unde�•NOA#08-.12X9.01" 1. Test report on 1}Air Infiltration Tast,per F]3C,TAS 202-94 2)Unifortn Static Air Pressure Test,Loading per-FBC TAS 202-94 3)Water Resista��ce Test,per FBC,TAS 202-94 � 4)Largc Missile I�npact Test per FBC,TAS 201-9�, � S)Cyclic u�ind Pressure Test per FBC,TAS 203-9�t, �, along �vith marked-np draivings and installatiotx diagram of Series NB50/20 Aluminum and Steel Roof Scuttle, prepared by Certified Testing Laboratories,Test Report No. 1862W, dated 11/18/2008,signed and sealed by Rainesh Patel,P.E. 2. Test repot-�oii 1)Air Infiltration Test,per FBC,TAS 202-94 ' 2)Unifor�n Static Air P�•essure Test,Loading per FBC TAS 202-94 ' 3)Water Resistance Test,per FBC,TAS 202-94 � 4)Large Missile Impact Test per FBC,TAS 201-94, 5)Cyclic Wind Pressure Tes#per FBC,TAS 203-9�, along with marked-up drawings a�id insta[lation diab am of Series S50/20 Aluminum and Steel Roof Scuttle,�repared by Ce�tified Testing Laboratories,Test Repoi•t No. 1862W-1,dated 11/I8/2008,signed and sealed by Ramesh Patel,P.E. 3. Addendum to Test Reports No.CTLA 18G2W/W-1 on Unifo�•m Static Air Pressure Test,Load'uig per FBC TAS 202-94 and Forced Entiy Resistauce Test,per FBC,TAS �I 202-94,dated 03/11/2009,signed aud sealed by Ramesh Patel,P.E, C. CALCULATIONS "Srrbnritted rrnder NOA#08-1219.O1" '' 1. Structm•al calculations prepared by De Stefano Engineering Group PL,dated O1/15/2009, signed aud sealed Uy Ma�•k A.de Stefano,P.E. i D. QUALITY ASSURANCE � 1. Ivliami-Dade Department of Regulatory aud Ecotiouuc Resources(RER) i - ' E. MAT�RIAL CERTIFIGATIONS , ; 1. None. F. STAT�M�NTS � 1. - Statement letter of code conforma�ice to 5�h edition{2014)FBC isstted by De Stefano Engineering Group PL,dated 11/06/2014,signed and sealed by Mark A.de Stefano,P.E. , 2. Distributor agreement dated 12/12/2.014. 3. No financial i�rterest letter issued by De Stefano Engineering Group PL, dated 12/08/2008, _ signed and seaied by Mark A.de Stefano,P.E. "SuG��ritted ufrrler NOA 8-I219.OI" , - ' ��py�/�DIS � Carlos NI.Utrera,P.� I Product Control�xaniinet• i NOA No.14-0708.07 �spiration Dafe:Decentber 2,2019 Approval Date: February 12,2015 E-1 � I b ) 0 S �� . ) —�e___ — _ _ _ _ _ _— — _ O _ _— _ _ — - - --- - -�� -- --I — - I g— -- g---� --_----- i 5 i 63 o I 17 � ' 0 66 I 35 36 I 6 I \.� �6 � I I I o \ `� 9 30 I 68 15 69 I � I 69 5 �3 I ' I 333A o 38 60 61 I � �8 9 � I o�� I �a 1011 I /{� f 31 I 9 40 � I �_ OLD OPEN ARM_ I LIFIING MECHANISM.� . 53 45 I 25 y 64 6 I IA . 1 I 59 II I 5 566 4 5 I 4 m I 39 ° I �`i.�� I m m I 47 8 . i 0 i 71 I . G� 4 6 ' . o $ I 6061• � b I , z I 46 4� I H�€ i o I ^ LOCK-SINGLE POINT I 3 S � 0� I9 i .4 8.�.�49.5.�45..._._._._. I 1 NO H��DESIGN CONTAINED HEREIN HAS 6EEN DESIGN AND � �.� i 3 � 4 TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE �9� 2.THE SHORT TERM LOAD FACTOR HAS NOT BEEN USED. I � 57 p 3.ATTACHM[NT TO STRUCTURE SHALL MEET THE FOLLOWING - ALLOWAOLE LOAD CONDITIONS.THE VALUES PROVIDED I - 5 56 6 I 1 ASSUME THE ATTACHMENT DIRECTLY TO THE STRUCTURAL g p i �p�� ELEMENTS WITHOUT SPACE,ALLOW�BLE MINItvtUM LOAD 51 66 8 VALUES PULLOUT:185 LBS.SHEAR;90 LDS.USE TIIF:FASTENER 3 MANUFACTURES RECOMMENDED SAFf:TY f•ACTORS,IF DIFFERENT I �3 � 50 L' CONDI(IONS EXIST PLEASE CONT�CT BII.CO OR A FLORIDA i LICENSED ENGINEER FOR CONSULTATION. (4��-� � • � 61 4.ALL LABELS TO BF.LOCATC•D IN APPROXIMATE LOCATIONS AS SHOWN. I - - `�° 6 � N B DOOR Desic�n Pressure Rating Impacf Rpling I 6� '� I 4 61 68 1 +/-70 PSF Lafge qnd Small Misslle Imppct i I 5 60 � • � ot � Xd 5 COVER BLANK,HOLD OPEN ARM,SPRING EARS&LOADS,LAOF.lS.LOCK kIANDLE bIG 07/07/I I LOCK-2 POINT 60 b ' REV. 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REV�- �/= CeiflllchfuolAldhorizallonNmu00r Y7]B7 By `a�0'• F P.��c•<° n+ � rroeu�icamd tir w✓�� r�mi � B 5/N6 DOOR ASSY X4 - •c`,"(yJ•,•'•<ORI�C.•G�C�,> r�tio„� �eeee�oa�,acmva ' ' �''•• SIONA�-`� � GIARKA.OtlSiFFAflO.PE ooHorscn�onne�wo SCALE'1:6 WEIGHT' SHEET 1 OF 10 ��•�� i1.kEGfSlRAT�OH06}G57 s l s s �� a f 1 ' I ___ _ ITEM NO._P_ARLNO._ - - -DESCRIPTIO�I � —__NB20__S-7_D——ITEM NO..PART NO. __�� DESCRIPTION� _ NB-20 5-20 ___ __ pRAME LOCI( KEr 1 SQ504n FRM-RS 30"GALV,FORMED,SEE SHEET 8 2 2 41 SD41-2 LOCK-BOX SINGLE PT.ASSM PLAT[D - 1 KEr 2 SD505A FRM-RS 36"GALV.FORMED,SEE SHEET 8 2 42 SD66XN8 LOCK-HANSEN 2 POINT ASSM STEEL I NFY. 3 SD513 FRh1�RS FORMED STEEL 54",SEE SHEEi 8 2 43 PR0071 MB-20 LOCK QOX FORMED STF.EL 1 - � KET q SD506 FLASHING-RS FORMED STEEL 30",SEE SHE[T 9 2 1 44 SD2A_P HASP-PADLOCK COVER PIATED 1 � KEY 5 SD506P FLASHING•RS FORMED S1EEL 30",S[L SHEET 9 � A5 SD25•P HASP-PADLOCK HANDLE PLATED ?.� 1 Nev 6' SD507 FLASHING-RS TYPE"S"GALV FORMED 36",SEE SHEET 9 � - 2 46 SD49A-P HASP-PADLOCK PLATED - 1 .. 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DESCRIPTION ' BY DATE UNL6SOIIIFAlVSE3PEOflEU: �IAryY pAIE THE BILCO COMPANY 1 " IIIJl6SORff0.1'f6f5/IOfiEn „(�, dels^,•••, RFl.•AVEALL6URR369URP ��NI CID ID/ISJIY➢ �.O.BO%�'103 Nowllavon,Connocltcul 06505 f`• TF �''•, oaq�ou�a[aa��C�S I2Q7)994�6369 Fax�1Q1)931�8d78 ' ,••��Q.�..,.�t�+tI F,q•.,,,;, DE STEFANO • z�oo� AIO w�w�•d'Ico.com o�moll:blko66iico.com ;°Q�; ��+C'V��/,•, �i l A75 c tS`� 1' (` �, Q'; ENGINEERING GROUP,PL pR�4J�� :x` :a.000 aac.nmxa¢ ao rtne: ; ; PRODUCiREt�WSD uacies l�r �c.ccR ywi ' . NOB�C7J7 i fe00SoconUstroal.sm.712 Ph:IB01)]H-0724 r��0� '°�O�YiA9�d�NeFlaNde fRAQlO�lS�/•I/J2 - �4YIFA REI E 1E1 � oA. S/NB DOO�R ASSY �'�, ,' SaloSofef1011dn7427B FdY:(B41)BQ7�OB70 ^�� J �Q �� iqExANCNCeEw: � '�� Emoll: MorkDEgD�SfafanoEnalnaarinp.cam A�9�� 07D � sxo-ne+r,tePrsacciaN � STATE OF � ' w�esrro: www.oasmlanornn�noarmu•�am �Q� �'g'� �/ nvaexui `• -O'•. ��` S1E 01'IG W. REV �L/= CernlleamolAnfhorhatronNum6or 27JB� �'' fl J �'•��.c••F<OR 1�Q':��,.r` � xie R,rkd r S/N4 DOOR ASSY � , � M�� i UftC CMIM�I F� � X4 ,.F'•�••......•••� , SS'/ON{�L�� •�huRKa.oesrcrnrro.rs ' ""••,,,,, . ., DONO15CAlEDFA1•IING SCALE:I:S WEIG}iT; SHEET 100F 10 �O�"�"^"""'"��` FL.REOISiRA7fONlB1A57 I I i � MtAMl�DADE lYilAhil—DADE COUNTY,FLORIDA ' � PROAiJCT CO�ITROL SECTION �, DEPARTDIENT O�'IiEGULATORY AND ECO�10biIC RESOU[tCES(RER) 11805 S�V 26 Sireet,Room 208 BOARD A�TD CODE ADIIINISTRATIO�I DIVISIO�I T(7S6)315-2590 F(786}315--2599 � NOTICE OF ACCEPTANCE {NOA) �nv��'•miamidade.gov/economv � Ka�vneer Compauy,Inc. ' S55 Guthridge Court ' Norcross,GA 3009.2 ' � SCOPE: �! This NOA is heing issued under the appIicable rules aud regulations governing the use of construction ' matei•iais. The documentation submitted has been revie�ved and accepted by Miami Dade County RER-- ; Product Control Section to be tised in Miami—Dade County and other a;•eas where allowed by the Authority Having 7urisdiction(AHJ). , This NOA shall not be vatid after #he eYpiration date stated belo�v. The Miain'►—Dade County Product � Control Section(Iii Miami—Dade County)and/or the AHJ(in areas other than Miami Dade Coimry)reserve � the right to have this product or material tested for quality asstirance puiposes. If this product or material 'I fails to perfoiTn in the accepted manner,the manufachirer�vill incur the expense of such testin�and the AH7 may immediately revoke, modify, or suspend the iise of such product or material�vithin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section tl�at this product oc material fails to meet the renuirements of the applicable building code. , This product is approved as described herein, and has bean designed to comply with the Florida Building Code,including the High Velocity Hui77cane Zone. ID�SCRIPTION:Series "IR-500 FIuslti,D:y and Wet Glazed"Aluminum Storefx•ont System—L.M.I. , APPROVAL DOCUII�NT: Dcawing No. 1.633, titled "IR500 Aliiminum Stoi•e Front System — Large '; Missile ImpacY'Sheets O1 ttu�u 10 of 10,dated O1/27/09�vi#h revision No, "BI"dated OZ/25/13,prepared by ', W. W. Schaefer Engineering& Consiilting, P.A., signed and sealed by War�•en�V. Scl�aefer, P. E,, bearing the Miam't—Dade County Product Control Section Revision stamp tvith the Notice of Acceptance number ' aud Expuation date by ttie Miacni—Dade County Product Control Sectio�i. ' IVIISSILE IMl'ACT RATING;Largc and Small Missile Impact Resisfant , LABEL7NG: Each unit shalI bear a permaneait label �vith the mamifacturer's name or logo, city, state, ' series, and folloiving sTatement: "Miauii—Dade Couniy Product Control Approved", unless other�vise noted '' herein. �� RENEWAL of tliis NOA sha11 be considered after a i�ene�val application has been filed and thei•e has been 'i no change in the applicable building code negatively affecting the perfoi7nance of this product. � T�RNIINATiON of this NOA�vill occur af�ei•the e�pi�•atio�l date or iP there lias been a revision or change• 'I in the materials, use, and/or manufacture of the product or process.Misuse of tivs NOA as an endo�•sement ' I of any product, for sales, advertisi�ig or any other�urposes shail automatically terminate this NOA. Failui•e � to comply with any section of tliis NOA shall be cause for terminatioci and i•emoval of NOA. �� ADVERTISEN�NT: The NOA nutiiber preceded by the tivords Miami Dada County, Florida, and followed by the expiration date may be displayed in advertising literatc�re. If auy portion of the-��OA is displayed,theu it shall be doue in its entirety. i INSPECTION: A copy of this entire NOA shall be provided to the user by The manufachirer oi• its distributors and shall be available for inspectiou at the job site.at the reqt�est of t}ie Building Offcial. I This NOA revises N�A No. 13-0530.16 and consists of this page 1 and evidence pages E—1,�--2 and E 3, as�vell as approval document meutioned above. The submitted documentation was reviewed by Jainie D.Gascon,P.-E. ,,;�' NOA No.14-0430.28 ' MIAMI�DADE COUNTY '�-'��`��-- �spiratio�i Datc: Api•iI 15,2019 i '�� '� c�'��'� Approval Dafe: Septe►nber 11,2014 Page 1 � Kawneer Comnany,Inc. - NOTICE OF ACCEPTANC�: EVIDENC�SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Scrbmitted re»rler previoa�s NOA's No.'s IX-062.1.D4 rtnd 09-0218.08) . 2. Drawing No. 1633, titled "IR500 Aluminum S#ore Front System — Large Missile Impact" Sheets O1 thru 10 of 10, da#ed O1/27/09 with revision No. "B1", dated 02/25/13, prepared by W. W. Schaefer EngineeiYng & Consniting, P.A., signed and sealed by Warren W. Schaefer,P.E. (Subinitted ufider previous NOA No. 13-0530.16) B. TESTS - � 1. Test reports on; 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) tiVater Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 � ,I 5) Cyclic Wind Pressure Loading per�BC,TAS 203-94 � 6) Forced Entry Test,per FBC 2411.3.2.I, and TAS 202-94 ; along with marked—up drawings and installation diagram of series IR-500 aluminum � flush glazed storefront system, specimens No.'s 1A, 1B and 1C, by Huiz•icane Test Laboratoiy, LLC, Test Reports No,'s HT�G049--0402-1.1., dated OS/27/11 and � HTIrG049-0201—Q8, dated 03/07/07, specimens No.'s 1, 2, 2E1, S, 6, 7 and 8, both � � signed and sealed by Vinu Abraham,P.E. ' '� (Sarbs�iitfe�l cr�rder�pr•evioars NDA's No.'s 11-0621.04 nnd 09-0218.08) C. CALCULATIONS 1. Anchor verification calculations and stzlictiiral analysis, complying with FBC,updated ' on 08/17/11,prepared by W. W. Schaefer-Engineering& Consulting,P.A.,signed and sealed by Wairen W. Schaefer,P. E. � ' (Srtbrstitted u�trlet•p�•evioers NOA No. .IX-0621.04) ! 2. Glazing complies with ASTM E1300-04/09 { . D. QUALITY ASSURANC� � 1. Miami—Dade Department of Regulatory and Economic Resources (RER). � �. MATERIAL CERTIFICATIONS 1. Notice o€�lcceptance No. 13-0129.27 issued to �.I.DuPont DeNemours &Co.,Inc. for their`��3ui'ont Sutacite�PVB Interlayer"dated 04/11/13, expiring on 12/11/16. , 2. Notice of Acceptance No. 11-0624.02 issued to �.T.DuPont DeNemours & Co,, Ine. _ for their"DuPont SentryGIas�Interlayer"dated 08/25/11,expiring on O1/1�/17. I �"��J-� / ��^i � ' f� r� r .. I �_._._..._�.�+� 7.�'v.L-�✓t�v�1� Jaimc D.Gascoi►,�'.E. Praduct ControE Section Supervisor NOA No. 14--0434.28 I Espiration Date: April 15,2019 Approvai Date: September 11,2414 � E-1 i, ; Kawnee�•Comnany,Inc. � �� N�TICE OF ACCEPTANCE: EVID�NCE SUBI�IITTED �. MATERIAL CERTIFICATIONS (CONT�1vuED} 3. Notice of Acceptance No. 14-0423.16 issued to �astman Chemical Company (MA) for theu "Safle� HP Clear or CoIor Glass Interlayers" dated 06/19/14, expiring on 04/14/18. . �'- 4, Exterior Diy--Glazed Pusli--in Gasket: T12�CMC0 Part No. TR-1413QE (Kawneer Part No. 127-122), EPDM Dense Rubber Extrusion with 70 durometer ext. glazing gasket complying with ASTM C864 Option II specs.,ASTM D�t12, I500 PSI, ASTM D395B,22 HRS 158°F. ; (Sr.rbt�tiited u�tder previous NOA No. 11-0621.04) � 5. Interior Diy-Glazed Filed Gasket: TREMC� Part No. TR-14270� (Kawneer Part No. 127-121), Closed Cell ("sponge")EPD1l�1 ilibber compound, interior glazing gasket complying with ASTM C509 Option II specification compression deflection limit 20-24psi. (SriGY�ritted tu�der�reviocrs NOA No. 11-0621.04) �, . i b. E�te�•ior Wet-GIazed Push-in Gasket: TREMCO Part No. TR-1427IE � (KaS�vneer Pai•t No. 4Z7-074); EPDM Dense Rubber Exfi�ision with 70 durometer glazing gasket complying tivith ASTal�I C864 Option II specs., ASTM D412 1600 PSI, ASTM D395B,22 HRS 1S8°F. � _ (Sirb»ritted rittder pr�eviot[s NOA No. XI-062I.04) 7. In#erioi� Wet Glazed Slide-in Spacer: Santoprene Spacer (Kar�vneer Part No. i 127-012), Dense Silicone Rubber Extrusion {Black) with 60 durometer compatible � ' � with silicone glazing. � (SuGtr:itted arnde��pr�eviorrs NOA No. .XI-0621.04) I i _ � F. STATEMENTS � 1. Statement letter of conformance to, complying with FBC S�h Eclition (2014) and no ' i � financial interest,�repared by W. W. Schaefer Engineering & Consniting, P,A., dated �� 4�/14/14, signed and sealed by Warren W. Scliaefer,P. E. 2. Statement letter of conformance with ANSI/ AAMAJ NW�'vDA 101/ I.S.2-97 and complying �vith FBC-201.0, issued by W. W. Schaeffer Engineering & Consulting, P.A., dated 02/25/i3, signed and sealed by Watxen W. Schaefer,P. E. (Strbnritled r�ndel•previor�s NOA No. Y3-0530.X 6) , 3. Statement letter of no financial interest and independence, W. W. Schaeffer Engineering & Consulting, P.A., dated 02/25/13, signed and sealed by Warren W. Schaefe�•,P.E. (SrcG�rrifted rnider previorrs NDA No. �3-D530.X 6} ----� . �. .� ,, ,_---i��-��- I Jaime D.Gascon, ,�. IProdnct Control Section Su�ervisor NOA No. 14-0430.28 �xpiration Date: April 15,2019 � Approval Date: Sepfember 11,201� �-2 . . I I , - - i , I �a1VI1C0P COII1UaIIy,�11C. I ! NOTICE OT ACCEPTANCE; EVIDENCE SUBiVIIT�D I i � ! I �: STAT�M�NTS (corrT�n) 4. Laboratoiy compliance letter for Test Reports No.'s HTL-G049-0402-11, dated ', OS/27/I 1 and HTL-G049--0201-08, dated 03/07/07, specimens No.'s 1, 2, 2A, 5, 6, 7 . ; and 8, both signed and seaied by Vinu Abraham,P.E. � {Sr�bmitted«nder previous NOA's No.'s 11-0621.04«ird 09-0218.08) � '� 5. Proposal No. 10-12'77 issued by Product Control, dated O1/27/11, signed by Manuel � Perez,P. E. � (Srrb»titted under previoais NOA No. 11-062X.04) �; G. OTHERS , 1. Notice of Acceptance No. 13-0530.16, issued to Kawneer Company, Inc. for thei�• Series "IR-500 Flush, Dry and Wet Glazecl" Aluminzium Storefront System - ' L,M.I.",approtred on 08/O1/13 and expiring on 04/15/19. I I �' I �'I i . � ,%'--�, f�';---_. �_..._.� _ Q F" . . Jaime D.Gascon,P� Product Control Sectimi Supcivisor NOA No.14-043�.28 Expiration Date: Apri115,2079 i A�pro��al Date: Sepfen3ber 13.,2014 ' E-3 I - _ -GENERAL NOTES: . - -- ^ ouKN ar: c�ccem ar. 1. 71iE5E SfORE FROM SYSTENS FNVE BEEN TESTED,ANALYLED k MPROVFD FOR DESIGN PRESSURES NOT FOR MAX. D.L.O. WIDTII, fOR IAAX. D.L.O. 1YIDTIi, FOR FAAX. D.L.O. WIDTH� M.0.4 M.HS 70 EXCEEU 7HOSE SH017N IN�THE"ALLAl7ABIE�ESICN PRESSl1RE TAEILE(S). 2 �/2" SEE GlASS PRESSURE SEE GLASS PRESSURE SEE GLASS PRESSURE 2 1/2" �'i-�� `ojn�w 2, oaaiNcs,eucKn.e&eucKiNe rnLraerss i�usr Be paoPEa�r oEsicNEo u ir+sTnueo ro twwsr�a ' TABLE ON SHEET 2. TABLE ON SHEET 2. TABLE ON SHEET 2. Y�ND LOADS TO THE STRUCTl1RE. S p 3. ALL FIRHOWARE&FASIENERS SFULL BE IN ACCOADANCE 1YfiFl THESE ORAVYINGS&SHp1L NOT VAR! a �o . UNlF55 SPEGFlCAILY IAFMIONED ON TNE DRA'71NG5. SPECIFlED ANCHOR FMBED TO fl45E LUiERIAL SHALL BE A� AZ A3 A4 BEYONO V'lAIL FlNISfi OR SIUCCA. 'L ��Z� G 6 6 6 2 ��2 � 4. 7NE DEfAILS&SPECIFlCATIONS SHONN f{FpEU7 pEPRESEM lHE PROOUCfS TESIEU&PROPOSEO FOR � � 3 47ATER,NR,ILIPACT,CYCLIC k UNIFOftI.I STATIC NR PRESSURE TESTING IN COUFORI.UNCE SYIIH 7HE FLORIDA BUILAING LODE pROTOCAIS TAS-201,202 k 203 FOR IARCE MISSILE Il.1PACT STORE FRONf SYSTE�.1S. n n 5. TFIESE STORE FROM SYSTEIAS fWVE BEEN�ESICNED IN ACCOROANCE WIfFi PND lAEEf THE REOUIRFIAEMS � II II o � OF TIIE RORIDA�UILOING CODE(FBC)I�CLUDINC MGH VELOCI�Y HURRICANE 20NE5(FiVFIZ). � II � II j � � 6. INPACT SHUTiERS ME NOT REQUIRED S1fIFi THESE STORE FRONIS. Q FRAMF SCREWS OR �` �1 � 7. ALL ANCHORS SECURING FRAIAE TO PRESSURE 7REATED BUCKS OR VlOOD FRAIAING SNpLL�E ChPABIE OF II II USE OF SEC710N A/4 STRAP ANCHORS o L �+ RFSISfING CORROSION GUSED BY i11E PRFSSURE TREATWG CNEI.IICNS IN THE WOOD. , I B SHALL LIMIT THE 6 8. DETFR6UNE THE POSIIIVE&NECATNE DESIGN IAMS TO USE YMET!REFFAENCI�C 1HESE DOCUlAENiS IN 2 ��2� 6 / �� ALL014ABLE ONLY REQUIRED AT o ACCORDANCE VYfiH hiE GOVERNING CO�E ANO GOYERNING WIND VEIACIIY. FOR V/IND LOAD GLCUTAl10N5 IN II I II SIDE JAMBS WNEN '� � ACCORDANCE l'lffH 7HE RORIOA BUILDING COOE,A OIRECTIONAIM FACTOR OF Kd=0.85 MAY BE APPl1E0 PRESSURE ON THE � k' � WHEN USEO IN CONJUNC➢ON 44fI}i LOAD fAIABINATIONS SPECIFlED M SECTION 20 OF IHE ASCE 7 STANDMD. II �� ENTIRE UNR TO OVERAIL UNIT HEIGHT p � $ 9. NO INCRFASE IN ALL01'IABLE STRF55 WS BEEN USED IN 1HE CERIIFlCATION OF THIS PRO�UCT. 4'71ND lOAD Z H1 II H1 II } -6J PSF MAX. �CEEDS 96" (TO BE DURAlION FACTOR Cd=7.6 1V15 USED fOR V'f00D SCREW ANALYSIS ONLY. Q � < o / g 8 v PIACED AT MID-SPAN 10.lAATERNIS,INCLUUING BUT NOT UUREO TO STEEL SCREPIS,7FNT COFIE IMO COYIACT P7Rfi 0111ER J � II II OPP SRE OISSIIAIIAFi I.UTERWS SHALI AIEEf hiE REUUIREAIEMS OF FLORIQ0.BUILDINC CO�E CINPTER 20. �� Z 2 OF SIDE JAMB � ot I II II Dt � CORNER& FRAME END CON5TRUC710N: z W N � � 8 II I $ �I � � a fRNAE HFAD CORNER(MPUCAB�E 70 IIEI.IJIp k 1B):HEAD IS SpUME CUf,BUTTED TO SIUE, w= FASIFIVED 1'/IIH THREE(3)N0. 12 X 7'PHTFS FAS7ENER5 1NROUGH 1HE SIDE ME1.IBER IMO THE HEAD �N g N II 1 GA II I � IAEAIBER SCREY!SPLJNES&SEAIF➢IYffH SRICONE z W� II IAl1WON I� 2 1 2 � w FRAIAE HEAO LORNER(APPLlCABLE TO IIE/A d1C1•HFAD IS IdifER OR SQUA(tE CUf,Bl7fTE0 TO SIDE,FASTENED �� w w 3 � � / 3 J U 1-�N RE7NFORC�AENT WITH TYO(2)N0. 12 X 1 I/2'PHhS FISTENERS 7}iftOl1GH THE SIDE I.IEI.IBER IIY�O TNE HFAD A4EAIBER SCREl4 CD w �= 4�� ID-HEIGHT OF UNIT_ II __ _ I __ _ �" U7 Z�m SPI WFS!l SFAIE�WfiFi SILICONE =m �� 4" �� q" � y.0 o in FRA41E SILL CQ$y}�;SILL IS SOUARE CUT,BUTTED TO SI�E,FASTENEO YfffH THREE(3)N0.72 X I"PHffS ¢ =L z�n,r� RSTENERS 7HROUGH THE SIDE MEMUER INTO TNE SILL lA�ABER SCREW SPLINES k SE0.ED 17ffH SIUCONE. C~ �� 3 II II 3� � W a i❑ v�j FRNAE OOOR Jg�(1 SIIL CORNER:SILL IS SOUARE CUT,BUTTED TO SIDE,F/STENED VlITH 1.W.IB PNOT �� _� LOAD WIDTH LOAD WIDTH � �o� � ASSE110LY.FACH PNOT ASSEAIBL7 Y!!5 FASTQlED TO TO THE SIOE VlIiH THREE(3)N0. 12-24 X 5/e'fH1A5. � m �� O� � hiE 1HRESHOIA IS TFiFl!F/STENEO TO PNOT ASSDA6LY Vlffli TNO(2)N0. 12-24%3/e'F}IIAS k SFALED �W O y�- II II S �~� � SlfiH SILICONE. HORI201f�A1 FRNAE1�14�1.U0.p1�yD_IMEU�ABj.E_IO�DE�AS_I56��.ZT.HORIZONTAL IS SpUARE CUT,BUfTED TO �� o� II �� W�� SIDE.FASiENED WI1N THREE(3)N0.12% I'SS PHiFS NSTENERS IHRWGH 7NE SIDE IAEI,IBFR IMD 7HE �� Z AIUWON IAQ.IBER SCREW SPUNES k SEALED WRH SILICONE �,.. ¢ o '��nn 3v'�io HORI ONTA� FRd� MUWON D(M aB F TO IA d681•HORIZONfA1 IS SOVARE CUi,BURE➢TO SIDE, �� II z �/2 I /II � Y�Z JOINED VLA A SHEM BLOCK(PAFtT J21).1HE SHFM BLOCK IS FlSTENEO 10 7HE VER71GV.FRNAE IA�ABER �a_ �'j � YlfIH FOUR(4)N0. 12 X 1 7/e'RfIF 7YPE B SCREYIS.THE HORIZONTpL 61Q.IBER IS FiISiENED TO 7HE SHFAR O I II II BLOCK 1'lliH THREE(3)N0. 12%1�FlRF IYPE AB SCREI'S.FACH CORNER IS SFALED W(i}1 DOl'1 795 SILICONE II II I ls ��4� �. � � SEAIMJf. � II / II O.C. ��IYF.� � � � � II �II � � m u u � zm � -- o-� W� � ' � ?��p FRAME ANCHOR REQUIREMEN7S TABLE '�'� 3'�3� 3" 3� �4�� z " ��x s° � �/2" � �/2" � �/z'` � �/2" I s" � wa� '� FRAME & STRAP ANCHOR SCREWS � �WW .'g�5 GU1SS GLASS GIASS lYP F(tAME OR STRAP < �z�� OPENING OPENING lYPE lAINIMUM MINIMUM CENTERLINE CENTERLINE CENTERLINE ANCHOR SCREWS WHERE o FRAME TO OPENING FASTENER IYPE o �h=w lYPE (SUBSTRATE) - EMBED EDGE DIST SHOWN FOR OPENING iYPE 9� ��a � MIN. 2X6 WOOD FRAME OR BUCK (a)N0. 14 SMS OR WOOD SCREVY 1 1/4" 3/4" �XTERIOR ELEVATION ANCH R RFqUIREFAEM�ME j � (MIN. GR. 3 & G=0.55) MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY 3v r y MIN. 1/8" THK A36 S7EEL 1/4".GR. 5 SELF TAP/DRILL SCREW FULL 1/2" (WHEN ANCFIORED TO WOOD, METAL STUD, CONCRETE OR CMU TABLE" ON hIIS SHEEf FOR 83,� � SCREW REQUIREMENTS C MIN. 3000 PSI CONCRETE ��) 1/4" CONCRETE SCREW 1 1 2" 2 1/2° SCALE: 1/2"=1'-0" (STRAP ANCHORS ARE NOT HORIZOMAL STACKING & OVEFiALL UNIT 141DTfl IS UNLIlAITED PROVIDING DIMENSIONS D MIN. 16 GA. 33 KSI METAL STUD 1 4" GR. 5 SELF TAP DRILL SCREW FULL 1/2" hPPLICABLE AT SILL) R SPECIFIED AP.E NOT EXCEEDED. NUMBER OF VERTICAL PANELS IS UNI.IMITED BUT m 3 E MIN. C-90 CMU (Z�(3 8/WEDGECSLEEVE ANCHOR 2 �/2° Z s/, MUST FlT INSIDE �1AXIMUM UNIT HEIGHT SHOWN. ,`e,��P`��,�•s o 0 5�* ��F MIN. 3000 PSI CONCREfE � � � � NOTE: ClAU IS APPLICABLE ONLY AT SIDES. `a��,,.. • e,,�/C�/i� � �, (1)CONCRETE SCREWS SIiALL OE ELCO ULTRACONS, CLCO CRLTC-(7EX, ITW RAMSEf/RED f1FAD d Q,;• �,• ��' 'P� � "- "� TAPCONS OR HILTI KWIK-CON II IIARDENED STEEL OR S.S.. �S 4 M °'`�'�� '' F m 3�,� � ) _V:y r O O.:J� �w w a (2)WEOGE/SLEEVE ANCHORS SHALL DE RAMSET/RED HEAD DYNA�OLT, HILTI KWIK-BOLT 3, OR h�toAUCPaEiVlyf,rp d�n:Z d �i a^ " ��+- b POWERS RAWL POWER BOLT (STEEL OR S.S.) PRODUCT[tL`P1L'WT� �a�R,��y��q�r�o��Q � W �.�� o�Z= nscomPh'�n8wid�UuFlorMle u��nr�nr-roac u - �i�� 3 (3)ANCIIOR lYPF. "F' IS ONIY APPLICABLE FOR USE Wlhl THF SII.I.ANCHOR QLOCK AT TIIC pw��3Codu / Q /�� ~��•� � � VERTICAL DOOR MULLION BOTfOM END. ��P��o',1, ^' �J �orovANo �p,Z�,.y',� Z ;�j��v f�`{�1ir.':on�nt�-` / i ,� • ; lV DRAYlING NO. REV. (4)WHILE 1/M1" MAX. SHIM GAP IS SPECIFIED IN THE SECTIONS, A 3/8" SHIM GAP MAY BE USED � �o � �2q , )f �. t��1.� �j�6'b + ,.•• Q�l`�� 1633 B YlITH ALL SUBSTRATES PROVIDING TIiE SCREWS ARE AS SPECIFIEO IN TIIIS TABLE EXCEPT THAT W'`.._ ��?�._ �/ biY�•�cPe` �` SHEEf N0. THE SCREWS TO WOOD SUBSTRATE MUST BE 1�4"-th GRADE 5 SCREWS. t,�ibni ndeProductConno' w��'rodariConlrol�l /// ��t�•` 1 oF �� — `- MULLIONgALLOWABLE GLASS ALLOWABLE PRESSURE TABLE D�`NRV. ��N.W;°° viou woe n n DESIGN PRESSURE lMXIMUM MAXIMUM ALLOWABLE PRESSURC �-:� ,�»��, •FAAXIMUlA MAXIMUM AILOWABLE PRESSURE D.L.O. � D.L.O. +/- PSF / II � II/ FRAME SCREWS OR UNIT LOAD (+/- PSF) HEIGHT 141DTH GLASS GLASS STRAP ANCfi0H5 HEIGHT WIDTH NON REINFORCED (IN.) (IN.) OPTION OPTION � /II II SDEYJAMB3RYIHEN (IN.) (IN.) REINFORCED 1, 2 de 5 3 & 4 � II �� OVERALL UNff HEIGHT 60 N A 54.7 g� 57 1 2 N A 90 �� EXCEFDS 96" (TO BE 54 N A 60.8 g2 3 4 M18 65 90 0 // II iYP. FRAME OR STRAP II PUCED AT ldlD-SPAN 120 SO 1/2 N A 65.0 g7 54 N A 90 � Of SIDE JAMB) 48 N A 68.4 g7 q5 3 h 65 90 0 �� ANCHOR SCREWS WIiERE 42 N A 76.2 II SHOWN FOR OPENING TYPE �� 103 50 3 4 N A 90 B. SEE °FRAME ANCHOR 36 N A 90.0 1D3 43 1 4 65 90 � II REQUIREMENTS TABLE" ON �� / 60 N A 63.2 �09 48 N A 90 � THIS SHEEf FOR SCREW 54 N A 70.2 109 40 3/4 65 90 0 MID-HEIGH! OF UNIT �� REQUIREMEN7S (STRAP �� 4" 108 50 1 2 N A� 75.1 115 45 1 2 N A 90 " —�� hNCHORS ARE NOT H — 4" 48 N A 79.0 ��5 38 3/4 65 90 zv II APPLICABLE AT SILL.) II 42 N A 90.0 a " II 16A II/ �0 N A 75.0 �ES• � 1 SCE ELEVATIQNS FOR DIMF.NSIONING OF 54 N A 83.4 D.L.O. HEIGHT & WIDTH. w i� i,�uwoN �� 50 1 2 N A 89.1 2. ALLOWABLE UNfT PRESSURE SHALL BE THE � Z�� R�NFORC�AEM I 46 N A 90.0 LESSER OF THE PRESSURE SHOWN IN THIS cn �o II II TABLE & THAT SPECIFIED FOR THE VERTICAL � �M v'ni 96 60 90.0 90.0 � n / MUU.IONS. w „� �n II / II 0'IES. 3. °N/A" DFSIGNATES A SIZE NOT APPLICABLE � �o�o, 1. SEE ELEVATfONS FOR DIMENSIONING OF TO TViAT REINFORCEMENT CONDITION. S �=N� II II 16 1/4° MAX. LOAD WIDTH. �-�n I II � II O.C. (TYP.) 2. ALLOWABLE UNIT PRESSURE SHALL BE � �� THE LESSER OF THE PRESSURE SHOWN IN � / II �/ II / THIS TABLE & THAT SPECIFlED FOR THE � ��,�Z u u c�ass. 0o a d 3. "N/A" DESIGNATES A SIZE NOT � � APPLICABLE TO THAT RFINFORCEMEhff 4� 3"�3" 3'= 3" 'I'L.q" CONDITION. o � 3" t �/z" � �/2" � �/2" � �/2� �3" 4. SEE SECTION H2/6 FOR DETAIL OF � � NON-REINFORCED MULLION & SECTION H1/8 w� �o EXTERIOR ELEVATION FOR REINFORCED MULLION. p Zm MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY `� �� " (WHEN ANCHORED TO STEEL) � �� SCALE: 1/2"=1'-0" � ��z�� a�� r FOR ALL FR4MING & D.L.O. DIMENSIONS AND OTHER INFORMATION � ��g�i NOT SHOWN, SEE ELEVATION ON SHEET 1 �z o�� * IF SILL IS CONCREfE, SEE ELEVATION ON SHEEi 1 FOR SILL 0 J'xW ANCHORAGE REQUIftEMENTS. _a �� > ; Z^� : _ �V i PRODUCT IiFiVISEU `�0�\�P 1,��.9'/�� 3'� - w complyu�g wi0�Ilm PlodJo \ Q .. y'�/1/ I w Bulldin Codc �[� 00�Q,�'�.•' ••� ",�/ �i m d Aacpte��wNo�. �.�,,,Q o�� ' �'� G ' o�Dn ��p1O ��:y f oIu p�� o ��y� t3y ' I �' �lil ��- I— ¢i Q�.. Q 3 Miwl UeProduc� �� .� � N��.O� F m '^z i 2�'�. � 'Gi� w � . PRODUCTRCNCW�'� ' ... •'�t��i�\�\ U � rewmPlyinU�v1 �wFIM1dn � / •M��P�o ``� � '�3-0530.�. ��'�66" . BU:idin3Codo /��I„'11"�� 3 Acccpinneo No �r�O,/n o djl0 C. .1•� 1'ANG . RE. 1633 B Sp SHEET N0. �{��i ade Pmduct Co"t*o1 ,L oF ,O owxx ur; a¢cKco m: TYP FRAME OR STRAP ANCHOR SCREWS WHERE ROTAµ a�"s. 96" MAX. D.L.O. SfiOWN FOR OPENING T(PE A, C, D OR E. SEE �-�+ o��zi�m 17" MAX. O.C. > >�2�� > >I2�� FOR SCREVlHREQUIRQMEN SE(STRAP ANCHORS A E NOT � 3' 3" 3" APPUCABLE AT SIIL.) h 1/2" MAX. � A1 A2 A3 A4 � � �r4' � 6 6 6 6 I,II,II,I� ��,�-�-� 2 1/7." _�_— v 6" lAAX. � Il a j THIS ANCHOR IS ONLY a �� j � �jZ v REQUIRED WHEN DOOR II 2 ��2" OPENING WI�7H IS OVER E1 E2 J B � � 3�� SO" & SUBSTRATE IS CMU � 7 8 �� v 6 � � �� ,'- �------�� I �'-- —--�� II � a SDE JIAMB ANCHOR z � ~z •II � / II I I� j Q II �� REQUIRFMENTS, SEE � F- a F / / �I;I II � e� ELEVATION ON �`" ¢ n � II � II I II � $ II II FOR MAX. D.L.O. WIDTH, SIiE[T 1 v� �� a \ 5" II // �I I I� \� II II SEE GLASS PRESSURE gN w� � TABLE ON SHEEf 7. c� � W II �� I I I� �� II �� 3� W� � o • u z�m -' -�I- / II I II � II �� MID-HEIGHT OF UNIT 4" N N w W t� � o,o�� II i p I q � p if 4" ,� m �, z 5" II � �I I II � II II 3" s Z o =¢ w �a w � � � co o ��— c9 a c�a � a /I I �� I I �� i� � �� II 168 2 1�2° o� o xN ��oo � 5" �7YP. fRAME SCREWS�� / II �� .�u�uoN .J w � �w � w c��'� 2 n. ��^ � II WHERE SHOWN FOR � / �� II ftEINfORCEIAENT � o �? � ��o OPENING lYPE A, C, / cn o �v�z � � I� II OPPOSRE ��n io t,_ D OR E. SEE "FW+�AE II I I� / � �� 2 w °' � � ANCHOR 1 11 �a z 5 �� REQl11RElAENTS TABLE"�I I I� �� I �� SILL � � II ON SHEE-f 1 fOR �I I I� / � �I II ANCHOR � 4 a II SCREW REQUIREMENTS�I I I� / / �� II BLOCK � � � L ��__ — - - - --_--- -- - - -- ---- - i - - - — —^-- ow�mi ar. qlftNFD VC ` 7YP FRAME OR STR4P ANCHOR SCREWS WHERE irnTA�� ah""� • SHOWN FOR OPENING TYPE B. SEE "FRAME ANCHOR '"` 01�"�" 17" MAX. O.C. 1 1/2" 1 1�2" REQUIREMEN7S TABLE" ON SHEET 1 FOR SCREW REQUIREMENIS (STRAP ANCHORS ARE NOT APPLICABLE � 3' 3 ��3" AT SILL.) ' 4 1/2"{ R4AX•--{ � g� g2 6 64 �� I 6° MNC. � � oz % ii% , a u � i' � 8 ii � 6 � � 3� II r�== , . i _ - - - - - - - � - - - - -- - - - - lYP FRAME OR STRAP ANCHOR SCR[WS 1VfiERE ��ALL�� «Nm Pf. SHOWN. SEE "fRAME ANCHOR REQUIREMENIS P1°" °"E �-z� m/n/m TABLE" ON SHEEf I FOR REQUIREMENTS (STRAP ANCHORS ARE NOT APPLICABLE AT �7 ��2" MpX. O.C. � DOOR SIDE JAMBS AND SILL). (AT HEAD) � 16 1/4" MAX. O.C. _...J � A1 A2 A3 A4 —{ �6" MAX. � A4 (iii FIF1�D) �" M�. I s s s s I 6 — 6" MN( — � % 4 T % a n ��/� Et C2 3 z , 3 7 7 / �� 3 71 72 / � I / � o O 3"=— � • I _ _ _ ___- _-_ _- _ - _ ______ _-- _ _ __ - _ - - --_ DMMI Qf: tlIFfXED 6f: 1 _ - FRAME SCREW SUBSTRATE BY FRAME SCRE4J SUBSTRATE BY SUBSTRATE BY OTHERS STRAP ANCHOR SCREIV PER ANCHOR wxu Y.ws PER ELEVATIONS OTHERS PER f ER ELFVATIONS OTHERS PER PER FRAI�E ANCHOR REQUIREMEMS TABLE ON SHEET 1 P�or:.� n�a�t � "FRAME "FRAlAF ANCHOR HEQUIREMENTS TA(31_F" ON SHEET 1 ��4" �(, ANCHOR 1/4" MAX. REQUIREMEMS � SHIM AT EACH REQUIRENENTS SHIA� AT EACH TABLE" ON � ANCHOR TABLE" ON ANCHOR SHEEf 1 1 I � .� . SHEEf t "� - --�- SEAlANTS � SEAIANTS 1/2" AU1X.� z 6Y OTHERS BY OTHERS 1/4" MAX• � r SPACE SHIM AT EACH ¢ = ANCHOR � � 1A = � 18 22 � w BA EXTERIOR \ �SEE GLAZING � EXTERIOR � �SEE GLAZING DEfAILS ON DEfNLS ON EXTERIOR �B v SECTION A� SHEEf 8 SECTION nz sHEEr s ALTERNATE SECTION A2 � SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 � (FRAME SCREW INSTALLED) (STRAP ANCHOR INSTALLED) FRAME SCREW SUBSTRATE BY � c.iF-c., PER ELEVATIONS OTFIERS PFR FRAME SCREW SUBSiRATE BY v�i ��o "FRAME ANCHOR PER ELEVATIONS OTHERS PER � v n� 1/4" MAX. REQUIREAIEN7S "FRAME w w v'"i SHIM AT EACH TABLE° ON � ��a I 1/h" MNC. ANCHOR �o a a, � 8 ANCHOR SHEET � SHIA7 AT Fl�CH REQUIRElAENTS � ��N� � 12 _ ANCHOR TAOLE" ON �_� i W SHEET 1 � �� = SEALANTS - c."� � � �Y OTIIERS SEALANTS 33 � �v"'i z � � - rS OY OTHERS 32 �n p w ~ 1D � 18 � w = � ' EXTERIOR \ �EE�GLAZING 40 1C � � DETAILS ON � BA g �g w SECTION B SHEEf 8 " EXT[RIOR � � 23 � EXTERIOR � o z�ro SCALE: 1/2 FULL 6 I SECTION pg �GIAZING _ DE7AILS ON I SECTION�J DEfAI S OING � �¢ m � SCALE: 1/2 FULL O SHEET 8 A4 SHE� 8 � Zv��" EXTERIOR SEE GLAZING SCALE: 1/2 FULL F Z u o�" DEfAILS ON WHEN THIS HEAD SECTION IS USED, THE � �� •� SHEEf B EX7ERIOR � SEE GtAZING DEfA1LS ALL014ABLE DESIGN PRESSURE ON THE � g�q 9 I ON SHEET 8 rf��T��vTS�I� o �� 8A - ENTIRE UNIT SHALL AXIMUM � +/-65 PSF. uacom7dyluy,wl�i�iNFWrIJu �/'1 /� o ��W t.-� 13utldfngCodo� ,/��t1.G8 "'� �NZ��a = Accttphncallo lf'T 4 , 5 W q 6�ImLLen Ue�q �Z�'19 - 3� � � 1 38 n Q SEE FOOTNOTE {{h BELOW@� � �3,� SEAUNTS 26 zs 36 � �� ANCHOR REQUIREMENTS TAALE�� 'rodumCmnro� \ DY OTHERS BY�7HERS IAVI G A 3�8 T PERIMEfER SHIM �°'��P 11��y9/�'�Op o a GAP IN LIEU OF THE ]�4" 0�°`�4�.'•' �'•��`J" ��' z '� n SPECIFlED IN THESE SECTIONS. o�P,� M• ••u,s,t�µ�E, F �$ ,„C7:� T W �� voi. 1/4" MAX. ,. W �' � z SHIM AT EACH ��4� �• v �'� r o3od � ;w I SUBSTRATE BY OTHFRS --SHIM AT EACH ��'�'� � N�,.'�.. � °' ANCHOR SUBSTRATE BY OTHERS %�2:� T 6j e PER °FR4ME ANCHOR PRODUCTR s�1EFVED R[QUIR[MENTS TABLE" �NCHOR PER "FFtAME ANCHOR ��mv�pNg�vlihtl�rFlorida �'�� w�`�,e FRAMF SCREV! ON SHEET 1 REQUIREMEN�S TABLE' Dultai❑aCoda 3,. ,� S��"•""��•• ♦ 3 PER ELEVATIONS SECTION �� PER ELEVATIONS SECTION �y ON SHEET 1 Attcpt°"p� �r�'I '�tP��\�� uwavi c No. n�. SCALE: 1/2 FULL 6 ��,�«��t 1633 B SCALE: 1 2 FULL 6 ' • SHEEf N0. � (FOR DETAIL NOT SHOWN, SEE SECTION C1�6� ��DadeProductComra 6 �F 10 � "_ - _ _ __ __ _ __ __ " _�_ __ __-__-_-_-__- ---- OMNiI BY: f)YCI(EO UF. ,f � 1�4" MAX. SHIM exa e.ks 1/4" �tAX. SHIM AT-� I--FRAME WIDTH AT FACH ANCHOR � �� m� �" � 1 4 lAAX. SHIM AT� FRAME VlIDIN ,-: oi�n/m EACH ANCHOR • EACH ANCHOR , SUE3STftATE RY � FR4ME WIDTH SUBSTRATE BY 3 � OTHERS PER " OTHERS PER � "FRAME ANCHOR 'Fft4ME ANCIiOR 22 REqUIREMENTS � REQUIREMENTS SEE GLAZING SEE GIAZING TABLE" ON — TABLE° ON SHEEf 1 DETAILS ON 2 SHEEf 1 DEfAILS ON t SHEEf 8 SHEEf 8 � � � � FFtAME FRAME � SCREW PER � SCRkl4 PER ELEVAl10NS EXTERIOR ELEVATIONS EXTERIOR 13 Q �SFALANTS � SEALANTS EXTERIOR � BY OTHERS BY OTHERS SECTION p� SECTION o2 � ��o � SCALE: 1/2 FULL 7 SCALE: 1/2 fULL 7 � ��roi� (F R A M E S C R E W I N S T A L L E D) �I2�� M�• 5�� SEE FOOTNOTE �J4 BEL014 � �¢'� SPACE B Y 0;1 1[R S ANCHOR REQUIREMENTS TABLE ON � o o�'� ALTERNATE SECTION p� SHEET 1 FOR TNE OPTION OF g SCALE: 1/2 FULL 7 HAVING A 3/6" PERIMEf[R StiIM � W��^ GAP IN UEU OF THE 1/4" � Z c�r SEE GLAZING (STRAP ANCHOR INSTALIED) �n� SEE GLAZING DETAILS ON SPFCIFIED IN THESE SECiIONS. ��Z 4A DEfNLS ON SHEEf 8 � � SHEEf 8 ��4�� MAX. SHIM AT� �FRAME WIDTH � � 88 g� EACH MICHOR o SUBSTRATE BY �` � OTHERS PER �p�� o Z� FRAME ANCHOR REQUIREMENTS � W� = 43 TABLE" ON S ? z��a 41 SHEEf I 350 IR LARGE A�ISSILE z �' �� n �1 hM IMPACT OUT-SWING � Wa;� I I 25 DOORS UNDER �oi ��z f�� 6A 21 SEPERATE APPROVAL o Z�� 25 n n FRAME _------� — �� -�o �� ---�� 66 scREw — �,� �"o�� I �350 IR V+RGE A�ISSILE �� ~r �� ELEVAilONS �3� '/ IMPACT OUT-S{41NG � � �3�3 EXTERIOR �I I Y DOORS UNDER I� �I 25 42 20 == --- — - - - — - --f-'--FRAIAE WIDTH --- -- _-- =-1GA ---- - - -- - - - ------ ----- o�+nnm: n�ccKmw: - - �s� 3 M0.u. N.xS �M1 PIDI: MTE 39 �1 �h +-1 oVn/m 39 � �sB SEE GLAZI�IG SEE GLAZING 39 � 3 SEE GLAZING 15 DEfNLS ON �5 DEfAILS ON DEfAILS ON SEE GLAZING 350 IR LARGE MISSILE SHEEf 8 SHEET 8 - n SHEEf 8 DETAILS ON � IMPACT OUT-SWING 25 � � SHEET 8 � DOORS UNDER SEPERATE APPROVAL ( � - �-____-_ � � EXTERIOR EXTERIOR � J 39 p �------ �� 39 39 ` - -- ---- 13 `� EX�ERIOR SECTION H� SECTION H2 EXTERIOR 10 � SECTION � SCAIE: 1/2 FULL OB SCALE. 1/2 FULL 8 SECTION � � SCALE: 1/2 FULL 8 (REINFORCED MULLION) (NON-REINfORCED MULLION) SCALF• 1/2 FULL 8 J U F—c� fn Z�rn SEE �LASS SEE GLASS � �� OPTIONS BELOW� DOW 995 OR OPTIONS BELOW� CONTINUOUS 1YOOD MElABER � �M,'� LESS IN THICKNESS THAN A TREMCO DOW 9�J5 OR w �w v'�i EXTERIOR zB PROGLAIE SSG EXTERIOR 28 TREMCO 7.X_ BUCK TO �E MIN. 4 1/2" � �o�� I PROGW_F SSG DEEP (NOT REQUIRED 1'lHEN � o- � .1� � SHIM SPACE IS WITHIN SUBSTRATE BY OTHERS � ��o 0 5/S" MIN. BITE 1A 1 B 1 C 5/8" lAIN. BITE ALLOWABLE DIMENSIONS SHOWN PER "FRAME ANCHOR �� 1� 2 4 8C IN SECTIONS�. RFaUIREMENTS TABLE" g 3��n 8A 2� 6A 7 10 8B 27 ' +'_.'t.- '. ' :i - � ��v"'i z 19 27 13 15 .'� 3� SEALANT BY r � � �IYP, GLAZING DEfAIL 6B OTHERS FRAME SCREW � � (WET GLAZED: SINGLE GLAZING BEAD CONDITION� iYP. GLAZING DETAIL PER ELEVATION � �o & "FRAA�E GLASS OPTIONS (WEf GLAZED� �WET GLAZED: DOUBLE GLAZING BEAD CONDITION� ANCHOR °�, �� ,� REQUIREMENTS Zv � OPT10N 1• 9/16" THICK LAMINATED GLASS BY EASTMAN (1/4" HT. ST./0.09 SAFLEX PVB/1/4" HT ST.) TABLE" j � H OPT]ON 2: 9/16"THICK IAMINATED GIASS BY DUPONT (1/4" HT. ST./0.09 DUPONT BUTICITE PVB/i/4" HT. ST.) � z � OPTION 3: 9/16��TIIICK IAMINATED GLASS BY DUPONT (1/4" HT. ST./0.09 DUPONT SG/1/4" HT. ST.) � �� O P T I O N 4: 9/1 6"T H I C K I A M I N A T E D G L A S S B Y E A S T M A N (1/4" H T. S T./0.1 0 S A F L E X H P/1/4" H T. S T.) � ��g�N OPTIONAL DIRECT MOUNT DEfAiL �z�3� sEE cu�ss TO SUBSTRATE WITH SPACER � �J��iJ OPTION BELOW�I��I * HEAD SECTION SHOWN WITH HEAD FRAME PART �1D; SILL& '� �NZ�ma SIDES WITH OTHER APPLICABLE F.RAME PARTS MAY BE INSTALLED z � o^� EXTIERIOR 31 3� THE SAME (NOT APPL1CAFiLE WITH STRAP ANCHOR INSiAIIAiIONS). �� 0. (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 5/8" MIN. BITE 0 - 1A 18 1C I a � 29 1D 2 h ��.�„�� z � SA 6A 7 10 4��'`�C�Q, ��;j�f''rF� F � g 13 15 ��(� ,' ��y '`� � ai3� NZ 19 PRODUCf ,RE UB'nyL��mlda e`V�,��,,C7�.�,p`,P•��w W �r`\ #a IYP. GLAZING DEfAIL pscamplylnB �, • � � �.�� raonucrnrv�seo Bu�hGn6C°d� p, (o ;`";W v ,s � �i?m u- � mcomd fu;wfihthellorLla A�Cpinnaeno .y O.�� (DRY GLAZED: SINGLE GLAZING BEAD CONDITION� ButlAlnyCodc �J�[� ' 'b • L02 ;z'� � �j;�0 �° GLASS OPTION (DRY GLAZED� necr tmiwtdo �`'�/ - OPTION 5: g 16" 7HICK LAMINATED GLASS DY UUPONi Etw� %��! I�1 Y %2�°� � ��em� INC N0. REV. � 9 nU�� a�rma�+oo�uaa� c66°��...�....��oe�Qi6,w 1633 B (1/4" HT. ST./0.09 DUPOFIT SG/1/4° HT. ST.) H�tiamllhiuerro�uciCmiml� �'�fF��i��p��t�°� 8HE OF��.�O � _ _-_ - on.mn en aEcam er. MULLION END CONNECTION DEi�AILS AT VERTICAL �� 4.9�2---�� -a.9s2 -� �-2.ess--� �--2.soo-{ WRLL w.„S. �J L/`� � � vlLi: P11E MULLIONS ALONG SIDE DOORS � ��:�� (TYPICAL AT SILL ONLY) o.aso � 3 �A HEAD FRAME a,oso o.oso z•sao z.soo � �o �� (RECTANGULAR � o.�2s- - 5" �� 3�� SILL ANCHOR UNITS renx.� a�ocK . �g HEAD FRAME (RECTANGULAR UNITSI s.000 � 1C HEAD FRAME (�ADIUS n DOOR SILL �- 4.952---I & RECTANGULAR UNITS � -----o- o �l 4--===____� 0.125 h.952 0 �-�- �p HEAD FRAME o.oso O3 DOOR z� . � 2 JAMB ,(RECTANGULAR JAMB - a o.oso ANCHOR iYPE "F" U I S 5.000 0.090- - 2.500 � SILL ANCHOR ANCHOR 1YPE F a.ss2 � � � � �,-N (3 ANCHORS PER SILL ANCHOR BLOCK) OFiP � 3�0 SILL 1.594 � 0.075 ��`�'n 0.090 5.188--i � � � a�¢j' 3 0.172 � �o� 10 11 O� � 1.933 = 5" 1" MIN. SILL ANCIiDR .000 � 0.100 7.500 I �� MAX.� BLOCK 3.000 � gq GLASS � z,��` DOOR SILL ,O5 HP SILL FLASHING S OP � ��Z 6A TRANSOM BAR WITH FlN � g - - o 0 0 l ��-4.764---I 4.952---I 0.844 � � � o _ ______� � t.250 �- � � �'�' � 0.490 - 0.[l90 W rn • ' � � o zm __ � 2.500 1.650 1.640 � W�o ANCHOR TYPES 0.188 2.500 I SILL ANCHOR 'B" & "D" � J� � z�� ANCHOR ZYPE B o.i25 � � _ --�I-o.o�o g� GLASS � �� (4 ANCHORS PER SILL ANCHOR E3LOCK) , $B GLASS STOP � �a�� 68 C.O.C. BAR WITH OUT FIN 7OHORIZONTAL STOP z�'�� o ��w 3 8.000 _� �NZ n = 5„ �� „ 0.357--I I^- � 0.265 DIA. HOLES 3 �3� � MAX.� �1.838� T ao0,��i��A „3df DOOR SILL T 1.646 o,ed��(�� i;��3yjd�� m I . w 0.063 e Q' ' n••� ' �� `�' °" 0.080 4.656 ,�: ,k s.:� :z �n 0 0 0 0 0 0 1.573 � ,U�y m o o:J � �p � o � I I� 1'000 7.000 1.000 1.000 �n.� d ,� �u x1� � o �•497-' 1.000 1.000 1.000 1.000�Sq� `* � �;p� �z �" O9 P COVE �2:� z '"• o N'c�•� � i.,_ 11 ANCHOR BLOCK AT ''o �'�• •'�,�: � PRODUCI'REI`nWEU s� y� � �� ANCIiOR lYPE "A° �� hycomplpinawilhtlwFloridn DO!OR JAMB �� 6'b+��""'��0 �O � SILL AN HOR SILL ANCHOR �I p�{�iw�ccNo� 530.1.lv �awm 1 h�a��vi�ih9iMi+lorWa '/��1111 p��`\ � ANCHOR TYPES A & D DLOCK '1 �M155 . �a'� �'�' �Zo29 t��nd��ec8• •1633� B (7 ANCHORS PER SILL ANCHOR BLOCK) �p DEEP POCKET FILLER /+�p��coNu�r �.ZS SHFET N0. Y ,S�tiunUnle_ .f� [.qjemj DaJc Frodncl Contro` �' 9 OF 1 O tifiarni�eite P�oriuct Coulrnl 1 � r ITF.lA � ITEM DESCRIPTIDN MANUFACTURfR/NOTCS oa�mi m: wccKco er. 0.020 1.748--I --�-O.flM1S h----2.500---' 0.134 1.000 wxu W.45 PARTS � v�nr. wie: lA HEAD FRAME RECTANGULAR UNITS 6063-T6 AIUMINUM 1.063 '�7� �� oi/n/m 18 HEAD FRAME RECTANGULAR UNRS 6063-T6 ALUfAINUM � I � 1C HEAD FRAME 60G3-T6 ALUlAINUM I �----4.282------I � RADIUS dc RECTANGULAR UNITS /-0.498 �� -O.D60 2.710 � 1D HEAD FRAME RECTANGULAR UNITS 6063-T6 ALU)AINUM 16A S7EEL REINFORCEMENT 2 JAM� 6063-T6 ALUMINUM 0.134 �,096 3 DOOR JAlAB 606J-T6 ALUlAINUM i 4.656 5.000 - --0.�90 � 4 HP SILL 6063-T6 ALUMINUM 12 WATER . _ � 5 HP SILL FLASIIING 6063-T6 ALUMINUlA DEFLECTOR 13 POCKET I � 6A TRANSOHI BAR WR}i FIN 6063-T6 ALUlAINUM PLACED AT HORIZONTAI � � 66 C.O.C.,TRANSOM BAR 6063-T6 AlUlAINUM ENDS�IL GLAZING CAVITY INSERT , �-�M19^-�{ � 7 HORIZONTAL 6063-76 AIUMINUM 8A 6LASS STOP 6063-T6 ALUMINUM f--h.656---I 0.080 86 ctnss sroP 606;S-T6 ALUfAINUM --- � 16B STEEL REINFORCEMENT . SC GLASS STOP G063-T6 ALUTAINUM � � �4 0�� 5�l z¢ 9 HP COVER 6063-T6 ALUlAINUM 0.800 FILLER MULLION f o�Zs_ 2 _ r-0.062 � 1D DEEP POCKET FILLER 6063-T6 ALUfAINUM 17 POCKET INSERT J- ��-L 11 ANCHOR BLOCK AT OOOR JAMO 6063-T6 ALUMINUM �--2.000--I �3.650--{ � � N Z�� 12 WATER DEFLECTOR 6063-T6 ALUlAINU�A 0.100 � -� 1.080 13 POCKEf INSERT 6063-T6 ALUA�INUM �� N o o� 1.282 l.pg2 0.062-- --1 h84 � c��n 14 POCKEf FlLLER 6063-T6 ALUMINUM 0.531 I 0.070 23 SNAP-IN � ,� 15 HW MULLION 606J-T6 ALUlAINUM J- �� 0.094 FILLE� � ��<i' 16A STEEL REINF. A36 STEEL '� �I �� 168 S7EEL REINF h36 STEEL O 2•�OD �z•500--I �� DOOR STOP 2� SHEAR BLOC{< f�'0.458 � �� µ 18 PRESSURE �~�� 17 POCKET INSERT 6063-T6 ALUlAINUM PLATE I I I �� 1g PRESSURE � � Z �� 18 PRESSURE PLATE 6063-T6 ALUlAINUM -{ 0.591 � � �N Z 19 PRESSURE PLATE COVER 6063-T6 ALUMINUM P1ATE COVER 20 DOOR STOP 6063-T6 A�UMINUM --{ 0.250 I � 0.921 � �w 21 SHEAR BLOCK 6063-T6 AlUlAINUM I � 0.493 � � (PN2T �450-140) _L �-- � � 22 STRAP ANCHOR 6063-T6 AIUMINUM �.500 �--3.000--I 1.500 --^{ 1.500 ��087 - INTEI IO FIXED s 23 SNAP-IN FlLLER 6063-76 ALUMINUM � �o SFALS AND SEAIArlTS � 28 USP H ON SO o zm GLAZING GASKET �n W� m 2s DOOR BUL�WEAiHERING n�cRrr� ' GLAZING � 26 SILL TO FLASIIING GASKFT CCN SPONGE GASKET � z� �� STRAP ANCHOR SHOWN IS FOR A � � 27 SLIDE IN SPACER SANTOPRENE PART 127-012 2 SCREW PER M1CH0f� ? z ��x 28 STANDARD PUSH ON GLAZING GASKET EPOM (DUROMEfER = 70) CONDITION. 3 SCREW(ANCHOR � Wa-o�� (PART �f027-074) CONDITION REQUIRES ,4 9" LONG 6.434 '�`� 0•67'� �`�' � � '" � 29 SE(TING BLOCK EPDM z �' ANCNOR. 4 SCREW/kNCHOR I o F��; 30 IMERIOR FIXED GIAZING GASKEf EPDM (DUROMFTF.R = SPONGE) CONDITION REQUIRES A 12" LONG � �" N �� o (PART �127-146) ANCNOR. (�F_ANCHORS MAY -� �rnz�ma 31 E)CTERIOR PUSH IN GIAZING GASKEf EPDM (DUROMEfER = 70) BE CON'fINUOUS FOR EACH O 0.691 ; N 3 U � ' (PART �127-147) CLUSTER OF SCREWS OR BE :i2 GASKEf EPDM DUROA�EfER = 70 SEP[RATE FOR EACH SCREW) - $3°`3 I 33 THERMAL SEPARATOR EPD�i DUROlAETER = 70 0.080 /' O,�{II��Ur�� G7 34 SEi�ING BLOCK EPDM G.000, s.aoo ort i 2.000 • 3.aoo- 31 EXTERIOR PUSH e��'°°�p, ��3�y��, � a � FnsTa�s IN GLAZING �'�.� ..• � ...�j °, o � �� 38 N0. 12 X 7/16" S.S. PFiTF SCREw 1.5" & 4.5" FROA� ENDS & MULTI-SCREW ANCHOR SINGLE-SCREW ANCHOR ; `�' •��n••• � '� . is i/a" lAAX. O.C. I--'-0.857 GASIS� m c�;y` � .o o��►� � c' �z 39 N0. 12 X 5 8' S.S. PHTF SCREV4'' 4," FROM ENDS 2 ROWS 22 STRAP ANCHOR 'q�t� �'a; � it=<t s � 3,� PROAUC'f ItHVIS6D �' �' Q O.y� w 40 1 4" X 1"S:S:.H4411TF..SCREl'! 3" FROM ENDS & MAX. 9"O.C. �rom 1 Io aii iluel9oriJa WED �$';U f. �,. c.� P Y 8 PRODUCYFC�NE . p y�.J O a 41 N0. 10 X 1 2" S.S.�FFiTF.$CREW . 3" FROM ENDS & lMX. 18" O.C. Bu1ldingCode /-�� sycomplyin;�tdLtitheFloriae �25� �� 42 N0. 10 X 1 5/8" S.S. Fl�TF SCREYI 1" FROM ENDS; 4 GROUPED A«<pimwNo ��t.�'-(-�o•�j puildingCou�� 30.�6 �'iAJ�d,'•Z ••t-C7�o` 3 ' � ki �on'llu�e �p r.�ccr�anano ,f y'•••..�..••••f�"��• " � � A T MIO-SPAN; 16"lAAX. BEfWEEN (�� 2 9 Ex� a C�;,0 O Q9 0��d M �p(�O``�� D R AY H o. �v. 43 N0. 12 X 1 7 B" FHTF SCREW 4 PCR SfIEAR BLOCK �5'��s..1� / � / / �� 1633 B 44 N0. 12 X 1" FHTF SCREl4 3 PER SHEAR �LOCK 'd1amlDadclrodac�ConuoT� �-g '�� SHEET N0. P,tiw»i Dade I�co�uctCm�!m1 �� aF 1� � � . ` I MIAMI•DADE MIAMI-DADE COUNTY ° PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 � DEPARTMENT OF REGIIL.ATORY AND ECONOMIC RESOiTRCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 � NOTICE OF ACCEPTANCE (NOA) �yw��'.miamidade.«ov/economv Johns Manville Corporation � 717 17`h Street Denver, CO 80202 SCOPE: i This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- � Product Control Section to be used in Miami Dade County and other areas where allowed by the , Authority Having Jurisdiction(AHJ). i This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the ' expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: JM PVC Single Ply Roof Systems over Steel Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade CounTy Product Control Approved",unless otherwise noted � herein. � � RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or I change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate �' this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. � ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and � followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ' This NOA revises NOA No. 12-0410.06 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. � NOA No.: 12-1113.23 MIAMI•DADECOUNTY Expiration Date: 12/06/17 � �"'� � Approval Date: 07/03/14 'I Page 1 of 30 i . � � , ; �� ROOFING SYSTEM APPROVAL I Categorv: Roofing I Sub-Cate�rv: Single Ply Material: PVC � Deck Type: Steel Maximum Desi�n Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Name Dimensions Specifications Product Descrintion JM PVC Membrane 50 mil x 39"or 78"x 100' ASTM D4434 PVC polyester reinforced 60 mil x 39"or 78"x 100' membrane. 80 mil x 39"or 78"x 75' JM PVC Fleece 50 mil x 76"x 90' ASTM D4434 PVC polyester reinforced Backed 60 mil x 76"x 90' membrane backed with a lightweight polyester fleece. DynaFast 180 S 39-3/8"x 49'2" ASTM D6164 A polyester reinforced SBS modified bitumen base or inner ply sheet. JM Two Part N/A Proprietary A two-part urethane insulation Urethane Insulation adhesive. Adhesive JM PVC Membrane N/A Proprietary Low solvent based adhesive. Adhesive (Low VOC) JM PVC Membrane N/A Proprietary Water borne adhesive. Adhesive (Water Based) � JM PVC Profile 1-1/2"wide x 1-1/4"high x Proprietary Non-reinforced, extruded PVC for I� 10' long simulating the aesthetics of ' standing seam metal roofing. JM PVC Spine 3/4"wide x 13/16"high Proprietary Non-reinforced,extruded PVC for x 7' long simulating the aesthetics of standing seam metal roofing. JM PVC Penetration Various ASTM D4434 Molded PVC for flashing I � Pan penetration. i JM PVC Pipe Boots Various ASTM D4434 Non-reinforced molded PVC flashing penetrations. JM PVC Universal Various ASTM D4434 Non-reinforced molded PVC for Corner inside and outside corner flashing. JM PVC T-Joint Various ASTM D4434 Non-reinforced PVC used to cover Patch T-joints and fasteners. JM PVC Detail Various ASTM D4434 Non-reinforced PVC used for pipe Membrane and corner flashing. NOA No.: 12-1113.23 hfiahu•oane couN7�r Expiration Date: 12/06/17 � �'''� � Approval Date: 07/03/14 Page 2 of 30 � � �, , , �� I , � Test I Product Name Dimensions Specifications Product Descrintion JM PVC Detail Various ASTM D4434 PVC used to waterproof joints. Strip � JM PVC Coated Various ASTM D4434 JM PVC laminated onto galvanized Metal steel for metal flashings and edge details. JM PVC Walkpad Various ASTM D44�4 Textured PVC walk pad. JM PVC Heavy- Various ASTM D4434 Textured PVC walk pad Duty Walkpad APPROVED INSULATIONS: TABLE 2 ' Product Name Product Description Manufacturer (With Current NOA ) - Invinsa Roof Board High-density polyisocyanurate with fiber glass 7ohns Manville reinforced facers. Invinsa FR Roof Board High-density polyisocyanurate with mineral Johns Manville coated glass reinforced facers;bottom face is premium coated for combustible decks. ENRGY 3,ENRGY 3 25 PSI, Polyisocyanurate Insulation. Johns Manville ValuTherm,ValuTherm 25 PSI, , R-Panel,R-Pane125 PSI ENRGY 3 AGF,ENRGY 3 AGF Polyisocyanurate Insulation with glass Johns Manville � 25 PSI,ENRGY 3 CGF,ENRGY 3 reinforced facers. ', CGF 25 PSI,ValuTherm CGF, ValuTherm 25 PSI,ValuTherm CGF,ValuTherm 25 PSI ENRGY 3 FR Polyisocyanurate Insulation with inorganic Johns Manville coated glass reinforced facers;bottom face is premium coated for combustible decks. Fesco Foam Polyisocyanurate Insulation with perlite facer. Johns Manville DuraBoard High-density perlite roof insulation. Johns Manville � � JM SECUROCK Gypsum-Fiber Gypsum Fiber Board Johns Manville Roof Board � Structodek�High Density Fiber High Density Fiber Board. Blue Ridge Fiber ' Board Roof Insulation Board,Inc. DensDeck Silicon treated gypsum Georgia Pacific Gypsum,LLC NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 '"'� � Approval Date: 07/03/14 Page 3 of 30 i I, � f ` II � APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (N'�th Current NOA) ; 1. High Load Fasteners Insulation and membrane #15 x 22" ma�c. Johns Manville fastener for steel,wood, or #3Phillips hd concrete 2. High Load Plates Membrane seam plate 2-3/8"round Johns Manville steel plate � 3. Extra High Load Truss head, self-drilling,pinch #21 x 16" Johns Manville � Fastener point,high thread fastener max. length 4. OMG 2 3/4"Super XHD Round galvanized steel stress 2-3/4"round OMG Barbed Plate plates. 5. U1traFast Fastener Insulation Fastener Johns Manville 6. U1traFast 3"Round Galvalume AZ55 steel plate 3"round&3" Johns Manville Metal Plate or U1traFast square Square Recessed Metal Plate 7. U1traFast Plastic Plate Polypropylene round plate 3"round Johns Manville 8. JM PVC RhinoPlate Membrane bonding plate 3"round Johns Manville 9. High Load LH fastener for steel,wood, or #15 x 14" max. Johns Manville � concrete Oversize #3Phillips hd 10. Polymer Membrane Membrane anchors 1"plastic Batten strips Johns Manville 11. JM APB Plates Membrane plates 2"round Johns Manville steel plate � I NOA No.: 12-1113.23 MIAMI•DADE COUN7Y Expiration Date: 12/06/17 �'''� � Approval Date: 07/03/14 � Page 4 of 30 I > I� I I I I EVIDENCE SUBMITTED: Test A�encv Name Identifier Report Date ' FM Approvals 3025245 FM 4470 03/24/08 � I 3025168 FM 4470 10/31/07 3025170 FM 4470 12/10/07 I 3028040 FM 4470 11/14/07 3031670 FM 4470 12/10/07 3033308 FM 4470 09/03/08 3039813 FM 4470 06/28/10 3040105 FM 4470 11/24/10 3037540 FM 4450 10/20/10 3035538 FM 4470 OS/25/10 3043824 FM 4470 02/29/12 Momentum Technologies,Inc. NX2IJOA ASTM D 4434 06/O1/11 NX2IJOB ASTM D 4434 07/20/11 NX2IJOC ASTM D 4434 - 06/O1/11 - PRI Construction Materials JMC-088-02-01 ASTM D1867/TAS 117 B 09/06/13 Technologies,LLC JMG107-02-01-R2 ASTM D5147/D903/D1876 08/19/13 TAS 117(A)/(B)/(C) JMC-108-02-01 TAS 114(J) 04/16/13 JMC-114-02-01 TAS 114(J) 08/20//13 JMC-141-02-01 TAS 114(J) 04/18/13 JMC-168-02-01 TAS 114(J) 08/20/13 Trinity�ERD J45020.05.13-1 TAS 114 OS/16/13 J45020.09.13-1-R1 TAS 114-C 09/12/13 NOA No.: 12-1113.23 MIAMI•DADE COUN7Y Expiration Date: 12/06/17 I �'''• � Approval Date: 07/03/14 Page 5 of 30 ' ��i � � APPROVED ASSEMBLIES Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced ma�cimum 6 ft. o.c.with two(2)Traxx 5 fasteners spaced 6"o.c.maximum and with side laps fastened with Tra�cx 1 fasteners spaced 24"o.c. System Type B(1): Base layer of insulation mechanically attached. Top layer of insulation fullly adhered with approved asphalt or adhesive. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener " (Table 3) Density/ftz ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI Minimum 1.5"thick 5 with 6 or 7 1:1.33 ftZ Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� JM SECUROCK Gypsum-Fiber Roof Board � Minimum 0.25"thick N/A N/A Note: All insulation shall be adhered to the deck with'/" wide beads of JM Two-Part Urethane Insulation Adhesive, 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC membrane fully adhered to the insulation as specified below. Option#1: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC)applied at a rate of 1.0-1.10 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps Option#2: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 0.83 -1.0 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps Maximum Design Pressure: -52.5 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAM4DADE COUNTY Expiration Date: 12/06/17 '"'� � Approval Date: 07/03/14 Page 6 of 30 I � I Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated � Deck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced ma�cimum 6 ft. o.c.with two(2)Tra�5 fasteners spaced 6"o.c.maximum and with side laps fastened with Traxx 1 fasteners spaced 24"o.c. System Type B(2): Base layer of insulation mechanically attached.Top layer of insulation fullly adhered with approved asphalt or adhesive. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: � Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI Minimum 1.5"thick 5 with 6 or 7 1:1.33 ft2 Top Insulation Layer Insulation Fasteners Fastener ; (Table 3) Density/ftZ JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.25"thick N/A N/A Note: All insulation shall be adhered to the deck with'/"wide beads of JM Two-Part Urethane Insulation Adhesive, 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 0.83 -1.0 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. , Maximum Design Pressure: -52.5 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAMI•DADECOUNTY Expiration Date: 12/06/17 �"'� � Approval Date: 07/03/14 ' Page 7 of 30 I i �;� �II i Membrane Type: Single ply,PVC IDeck Type 2I: Steel,Insulated I Deck Description: 18-22 ga. steel � System Type B(3): Base layer of insulation mechanically attached. Top layer of insulation fullly i adhered with approved asphalt or adhesive. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are �� not approved and shall not be installed unless said accessories demonstrate compliance with I prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. I One or more layers of the following: I Base Insulation Layer Insulation Fasteners Fastener I (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI Minimum 2"thick 5 with 6 1•4 ftZ ITop Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.25"thick N/A N/A Note: All insulation shall be adhered to the deck with'/e"wide beads of JM Two-Part Urethane Insulation Adhesive, 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation Iattachment. Membrane: JM PVC membrane fully adhered to the insulation as specified below. Option#1: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC) applied at a rate of 1.0-1.10 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps I Option#2: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps � Maximum Design Pressure: -45 psf. (See General Limitation#9) � � I � � � ' � NOA No.: 12-1113.23 � MIAMI•DADE COUNTY Expiration Date: 12/06/17 ''''' ' Approval Date: 07/03/14 I Page 8 of 30 , i' � II i Membrane Type: Single ply,PVC ' IDeck Type 2I: Steel,Insulated I Deck Description: 18-22 ga. steel � System Type B(4): Base layer of insulation mechanically attached. Top layer of insulation fullly � adhered with approved asphalt or adhesive. • ! All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are � not approved and shall not be installed unless said accessories demonstrate compliance with I prescriptive Florida Building Code requirements and are field fabricated utilizing the approved ' membranes listed in Table 1. I One or more layers of the following: � Base Insulation Layer Insulation Fasteners Fastener I (Table 3) Density/ft2 I ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI Minimum 2"thick 5 with 6 1:4 ft2 ITop Insulation Layer Insulation Fasteners Fastener - I (Table 3) Density/ft� I JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.25"thick N/A N/A Note: All insulation shall be adhered to the deck with'/"wide beads of JM Two-Part Urethane Insulation Adhesive, 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. � Membrane: JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 0.83 -1.0 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Maximum Design Pressure: -45 psf. (See General Limitation#9) � I � � NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 I ''''' ' Approval Date: 07/03/14 Page 9 of 30 1 ' I � I I - Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated IDeck Description: 18-22 ga. steel � System Type C(1): One or more layers of insulation simultaneously attached.Membrane fully adhered. I All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved � membranes listed in Table 1. All General and System Limitations apply. One or more layers of the following: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, , ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick 5 with 6 1:2 ftZ Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Fleece Backed membrane fully adhered to the insulation as specified below. Option#1: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 1 gal./sq., on the substrate with min. 1.5" heat welded side laps. Option#2: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive (Low VOC) applied at a rate of 0.83 gal./sq., on both the membrane and the substrate for a total of 1.67 gal./sq.with min. 1.5"heat welded side laps. Option#3: Membrane is fully adhered to the insulation with approved hot asphalt applied at 20-251b./sq.with min. 1.5"heat welded side laps. Maximum Design Pressure: -45 psf. (See General Limitation#9) I NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ''''• ' Approval Date: 07/03/14 , Page 10 of 30 i , Membrane Type: Single ply,PVC � iDeck Type 2I: Steel,Insulated Deck Description: 18-22 ga. steel � System Type C(2): All layers of insulation simultaneously attached.Membrane fully adhered. I All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with � prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� � ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI, ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF,ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR, ENRGY 3 FR 25 PSI � Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� Plywood Minimum 19/32"thick 5 with 6 1:2 ftz Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Fleece Backed Membrane adhered with approved hot asphalt applied at 20-25 lb./sq.with min. 1.5"heat welded side laps. Ma�cimum Design Pressure: -45 psf. (See General Limitation#9) � I NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 '"'' ' Approval Date: 07/03/14 I Page 11 of 30 II i I I Membrane Type: Single ply,PVC i Deck Type 2I: Steel,Insulated IDeck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced maximum 6 ft. o.c.with two(2)Tra�5 fasteners and 0.75"O.D.washers spaced 6"o.c. maximum and with side laps fastened with Traxx 1 fasteners spaced 18"o.c. System Type C(3): All layers of insulation simultaneously attached.Membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are i not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: i Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 _ AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, _ ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR ' 25 PSI Minimum 1.5"thick 5 with 6 1:1.78 ft2 � Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. ' Membrane: JM PVC Fleece Backed membrane fully adhered to the insulation as specified below. Option#1: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive (Low VOC) applied at a rate of 0.83 gal./sq., on both the membrane and the substrate for a total of 1.67 gal./sq.with min. 1.5"heat welded side laps. Option#2: Membrane is fully adhered to the insulation with approved hot asphalt applied at 20-251b./sq.with min. 1.5"heat welded side laps. Maximum Design ! Pressure: -52.5 psf.(See General Limitation#7) �- � NOA No.: 12-1113.23 ', Miatai•naoe couNn Expiration Date: 12/06/17 ''''� � Approval Date: 07/03/14 iPage 12 of 30 I � � i � Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18-22 ga.steel System Type C(4): All layers of insulation simultaneously attached.Membrane fully adhered. I All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR - - 25 PSI - - Minimum 1.5"thick 5 with 6 1:2 ftZ' Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same ' fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC membrane fully adhered to the insulation as specified below. � Option#1: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive (Water Based) applied at a rate of 0.67 gal./sq., on the substrate with min. 1.5" heat welded side laps. Option#2: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive � (Low VOC) applied at a rate of 0.83 gal./sq., on both the membrane and the substrate for a total of 1.67 gal./sq.with min. 1.5"heat welded side laps. � Maximum Design Pressure: -45 psf. (See General Limitation#9) � NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �"'� � Approval Date: 07/03/14 iPage 13 of 30 I ` i �I j Membrane Type: Single ply,PVC � Deck Type 2I: Steel,Insulated IDeck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced maximum 6 ft. o.c.with two(2)Traxx 5 fasteners and 0.75"O.D.washers spaced 6"o.c. maximum and with side laps fastened with Traxx 1 fasteners spaced 18"o.c. I System Type C(5): All layers of insulation simultaneously attached.Membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, _ ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI i Minimum 1.5"thick 5 with 6 1:1.78 ft2 Note: All layers shall be simultaneously fastened. See Top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC membrane fully adhered to the insulation as specified below. Option#1: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive (Low VOC) applied at a rate of 0.83 gal./sq., on both the membrane and the substrate for a total of 1.67 gal./sq.with min. 1.5"heat welded side laps. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 '"'' ' Approval Date: 07/03/14 I Page 14 of 30 i �l Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18—22 ga. steel System Type C(6): One or more layers of insulation simultaneously fastened;membrane bonded. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener Density/ftZ ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR -- - 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ftz JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Roof Board,Invinsa FR Roof Board, DensDeck Minimum 0.25"thick 1 with 8 1:5.33 ftZ Plywood Minimum 19/32"thick 1 with 8 1:5.33 ftZ Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment.Standard RAS 117 for insulation attachment. Membrane: JM PVC membrane is induction welded to JM PVC RhinoPlates. Side lap is sealed with minimum 1.5"wide heat welds offset from plates. Maximum Design Pressures: -45 psf. (See General Limitation#9) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �'''� � Approval Date: 07/03/14 Page 15 of 30 i . I ' II I I� Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated IDeck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced maximum 6 ft. o.c.with Traxx 5 fasteners spaced 6"o.c.maximum and with side laps Ifastened with Traxx 1 fasteners spaced 18"o.c. ' System Type C(7): One or more layers of insulation simultaneously fastened;membrane bonded. IAll General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are �I � not approved and shall not be installed unless said accessories demonstrate compliance with � prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. I One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ; JM SECUROCK Gypsum-Fiber Roof Board, Invinsa Roof Board, Invinsa FR Roof Board, DensDeck Minimum 0.25"thick 1 with 8 1:4 ft1 Plywood Minimum 19/32"thick 1 with 8 1:4 ft� � Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same i fastener density.Please refer to Roofing Application Standard RAS 117 for insulation i attachment. Membrane: JM PVC membrane is induction welded to JM PVC RhinoPlates. Side lap is sealed with minimum 1.5"wide heat welds offset from plates. Maximum Design ; Pressures: -67.5 psf. (See General Limitation#7) i ' NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 '"'' ' Approval Date: 07/03/14 Page 16 of 30 � � Membrane Type: Single ply,PVC � Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced ma�cimum 6 ft. o.c.with Traxx 5 fasteners spaced 6"o.c.maximum and with side laps fastened with Traxx 1 fasteners spaced 24"o.c. System Type C(8): All layers of insulation simultaneously attached.Membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved ' membranes listed in Table 1. i One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 ' AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.25"thick 5 with 6 1:33 ft2 Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener densit.y.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC)applied at a rate of 1.0-1.10 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Or JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Water Based)applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �'''• � Approval Date: 07/03/14 � Page 17 of 30 iI II I Membrane Type: Single ply,PVC ' Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33 steel deck fastened to supports spaced maximum 6 ft. o.c.with Traxx 5 fasteners spaced 6"o.c. maximum and with side laps fastened with Traxx 1 fasteners spaced 24"o.c. � System Type C(9): All layers of insulation simultaneously attached.Membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 I AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3.CGF, � ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz I JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.25"thick 5 with 6 1:1 ft2 Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same i fastener densit.y.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC)applied at a rate of 1.0-1.10 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Or JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Water Based)applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Maximum Design Pressure: -60 psf.(See General Limitation#7) � � � NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 i �"'� � Approval Date: 07/03/14 Page 18 of 30 l ,� _ � ,� i� Membrane Type: Smgle ply,PVC � Deck Type 2I: Steel,Insulated Deck Description: 18—22 ga. steel � System Type C(10): All layers of insulation simultaneously attached.Membrane fully adhered. ;� All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are � not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A I Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.375"thick 5 with 6 1:2.67 ft2 i Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener densit.y.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC membrane fully adhered to the insulation as specified below. Option#1: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC)applied at a rate of 1.0-1.10 gaUsq.and a heat welded seam minimum of 1.5"wide within 6"wide laps. Option#2: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Water Based)applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Option#3: JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Water Based)applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. � Maximum Design Pressure: -45 psf. (See General Limitation#9) I i I � NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ''''• � Approval Date: 07/03/14 Page 19 of 30 i� - I 1 Membrane Type: Single ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18—22 ga. steel System Type C(11): All layers of insulation simultaneously attached.Membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI -- -. _ _ - Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 JM SECUROCK Gypsum-Fiber Roof Board Minimum 0.5"thick 5 with 6 1:4 ftz Note: All layers shall be simultaneously fastened. Insulation panels listed are minimum sizes and dimensions. If larger panels are used,the number of fasteners shall be increased using the same fastener densit.y.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Low VOC)applied at a rate of 1.0-1.10 gal/sq.and a heat welded seam minimum of 1.5"wide within 6"wide laps. Or JM PVC Fleeced Back Membrane fully adhered to the insulation with JM PVC Membrane Adhesive(Water Based)applied at a rate of 0.83 -1.25 gal/sq. and a heat welded seam minimum of 1.5"wide within 6"wide laps. Maximum Design Pressure: -45 psf.(See General Limitation#9) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ''''• � Approval Date: 07/03/14 Page 20 of 30 . �� ' Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18,20 or 22 ga.,(MSG) .0474, .0358 or.0295 thick, 1.5"deep,meeting ASTM I A1008/A1008M-Ola or A653/653M-Ola SS Grade 80 steel . attached with Teks 4 or 5 fasteners to supports having a maximum spacing of 6' o.c. Side laps secured with Stitch Teks 1 fasteners spaced 30"o.c. System Type D(1): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Panel 25 PSI,ENRGY 3 - - AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft� Invinsa Roof Board,Invinsa Roof Board FR,JM SECUROCK Gypsum-Fiber Roof Board Minimum '/4"thick N/A N/A Note: All layers of insulation and base sheet shall be simultaneously attached. See membrane below for fasteners and density. Refer to Roo�ng Application Standard RAS 117 for insulation attachment requirements.Insulation shall have preliminary attachment,prior to the installation of the roo�ng membrane.At an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM PVC Membrane attached through the preliminary attached insulation as specified below. � Fastening#1: Minimum 60 mil Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 12" o.c. within 5" wide laps, spaced 73" o.c. and sealed with minimum 2"wide heat welds. (Maximum Design Pressure-52.S psf. See General Limitation#7) � Fastening#2: Minimum 40 mil Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 4'/z" wide laps, spaced 114" o.c. and sealed with minimum 2"wide heat welds. (Maximum Design Pressure-60 psf. See General Limitation#7) Fastening#3: Minimum 60 mil Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 6" wide laps, spaced 72" o.c. and sealed with minimum 2"wide heat welds. (Maximum Design Pressure-75 psf. See General Limitation#7) Maximum Design Pressure: See fastening above. NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ''''• ' Approval Date: 07/03/14 i Page 21 of 30 i � I) Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: Min.22 ga.,steel meeting ASTM A1008/A 1008M-Ola or A653/653M-Ola SS Grade 33 attached 6"o.c.with Teks 4 or 5 fasteners to supports having a maximum spacing of 6' o.c. Side laps secured with Traxx 1 fasteners spaced 24" o.c. System Type D(2): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125.PSI,ENRGY 3_ _ _ _ _ __ ; AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A � DensDeck � Minimum '/Z"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft� DensDeck ' Minimum '/e"thick N/A N/A � Note: All layers of insulation and membrane shall be simultaneously attached. See membrane below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements.Insulation shall have preliminary attachment,prior to the installation of the roo�ng membrane.At an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM PVC Membrane attached through the preliminary attached insulation as specified below. Fastening#1: Minimum 40 mil Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 5.5" wide laps, spaced 114" o.c. and sealed with minimum 2"wide heat welds. (Maximum Design Pressure-45 psf. See General Limitation#7) Fastening#2: Minimum 40 mil Membrane is mechanically attached using Extra High Load , Fasteners and OMG Super XHD 2-'/4 Barbed Plates spaced 6" o.c. within 5.5" wide laps,spaced 114"o.c. and sealed with minimum 2"wide heat welds. ; (Maximum Design Pressure-60 psf. See General Limitation#7) i Maximum Design Pressure: See fastening above. NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �"'� � Approval Date: 07/03/14 Page 22 of 30 . �'! ' I Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18,20 or 22 ga.,(MSG) .0474, .0358 or.0295 thick, 1.5"deep,meeting ASTM A1008/A1008M-Ola or A653/653M-Ola SS Grade 80 steel . attached with Teks 4 or 5 fasteners to supports having a maximum spacing of 6' o.c. Side laps secured with Stitch Teks 1 fasteners spaced 30"o.c. � System Type D(3): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft�' ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 � - - AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, � ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI,Fesco Foam Minimum 1.5"thick N/A N/A DuraBoard,Structodek�High Density Fiber Board Roof Insulation,DensDeck Minimum '/"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft� DensDeck Minimum '/"thick N/A N/A � Note: All layers of insulation and base sheet shall be simultaneously attached. See membrane below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements.Insulation shall have preliminary attachment,prior to the installation of the roofing membrane.At an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM PVC Membrane attached through the preliminary attached insulation as specified below. Fastening#1: Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 12" o.c. within 5" wide laps, spaced 73" o.c. and sealed with minimum 1-1/2"wide heat welds. (Maximu`n Design Pressure-45 psf. See General Limitation#7) Fastening#2: Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 5" wide laps, spaced 7�" o.c. and sealed with minimum 1-1/2"wide heat welds. (Maximum Design Pressure-60 psf. See General Limitation#7) Maximum Design Pressure: See fastening above. NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �'''� � Approval Date: 07/03/14 Page 23 of 30 i) Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18,20 or 22 ga.,(MSG).0474, .0358 or.0295 thick, 1.5"deep,meeting ASTM A1008/A1008M-Ola or A653/653M-Ola SS Grade 33 steel .attached with Teks 4 or 5 fasteners to supports having a maximum spacing of 6' o.c. Side laps secured with Stitch Teks 1 fasteners spaced 24"o.c. System Type D(4): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ValuTherm CGF,ValuTherm CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI,Fesco Foam Minimum 1.5"thick N/A N/A Structodek�High Density Fiber Board Roof Insulation,DensDeck ' � Minimum '/:"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft�' DensDeck Minimum 1/e"thick N/A N/A Note: All layers of insulation and base sheet shall be simultaneously attached. See membrane below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements.Insulation shall have preliminary attachment,prior to the installation of the roofing membrane.At an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM PVC Membrane attached through the preliminary attached insulation as specified below. Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 5.5" wide laps, spaced 114" o.c. and sealed with minimum 2"wide heat welds. Maximum Design Pressure: -60 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ' �"'� � Approval Date: 07/03/14 � � Page 24 of 30 Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: 18,20 or 22 ga.,(MSG).0474, .0358 or.0295 thick, 1.5"deep,meeting ASTM A1008/A1008M-Ola or A653/653M-Ola SS Grade 80 steel,attached 6"o.c.with Teks 4 or 5 fasteners to supports having a maximum span of 6 ft o.c. Side laps secured with Stitch Teks 1 fasteners spaced 30"o.c. System Type D(5): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3,ENRGY 3 25 PSI,ValuTherm,ValuTherm 25 PSI,R-Panel,R-Pane125 PSI,ENRGY 3 AGF, ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 AGF; - - - ENRGY 3 AGF 25 PSI,ValuTherm AGF,ValuTherm AGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� Invinsa Roof Board,Invinsa Roof Board FR,JM SECUROCK Gypsum-Fiber Roof Board Minimum'/"thick N/A N/A Note: All layers of insulation and membrane shall be simultaneously attached. See membrane below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements.Insulation shall have preliminary attachment,prior to the installation of the roofing membrane.At an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM PVC Fleece Backed Membrane attached through the preliminary attached insulation as specified below. Fastening: Membrane is mechanically attached using High Load Fasteners and High Load Plates spaced 6" o.c. within 4-1/2" wide laps, spaced 114" o.c. and sealed with minimum 2"wide heat welds. Maximum Design Pressure: -60 psf.(See General Limitation#7) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 ( '"'• � Approval Date: 07/03/14 Page 25 of 30 i Membrane Type: Single Ply,PVC ' Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33, Type B steel deck attached to structural supports ' spaced a maximum 6-ft o.c.with 5/8"diameter puddle welds. System Type D(6): One or more layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ ENRGY 3, ENRGY 3 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI — - - - -Minimum 1.5"thick N/A -- --- --N-/A- -- - --- --- ------- — Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of DynaFast 180 S mechanically fastened through the insulation with JM , High Load Screws&APB Plates spaced 6" o.c.within in the center of the 4"heat welded side laps. Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application rate of 20-401bs./sq.with min. 1.5"heat welded side laps. - Maximum Design Pressure: -60 psf. (See General Limitation#9.) I NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �'''• � Approval Date: 07/03/14 Page 26 of 30 I i I Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33, Type B steel deck attached to structural supports spaced a m�imum 6-ft o.c.with 5/8"diameter puddle welds. System Type D(7): One or more layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3, ENRGY 3 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI - - - - -- -Minimum-l-'-'thick - - N/A — -N/A- - - - Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of DynaFast 180 S mechanically fastened through the insulation with JM High Load LH fastener 6"o.c. along the Polymer Membrane Batten placed within the center of every other 4" heat welded side lap for a maximum diatance between rows of 71"o.c. Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application rate of 20-401bs./sq.with min. 1.5"heat welded side laps. Maximum Design Pressure: -60 psf. (See General Limitation#9.) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �"'• � Approval Date: 07/03/14 Page 27 of 30 � � Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated Deck Description: Minimum 22 ga.,Grade 33, Type B steel deck attached to structural supports spaced a maximum 6-ft o.c.with 5/8"diameter puddle welds. System Type D(8): One or more layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3, ENRGY 3 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI -- - Minimum 1:5"thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of DynaFast 180 S mechanically fastened through the insulation with JM High Load Fasteners and High Load Plates spaced 12" o.c.within the 4" heat i welded side laps. � Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application rate of 20-40 Ibs./sq.with min. 1.5"heat welded side laps. I Maximum Design � Pressure: -60 psf. (See General Limitation#9.) NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �•••� � Approval Date: 07/03/14 Page 28 of 30 � I Membrane Type: Single Ply,PVC Deck Type 2I: Steel,Insulated iDeck Description: Min.22 ga.B-Deck attached with#12-24 x 1-1/4"HWH self-drilling screws at each flute having max 6ft span. Laps stitched with 1/4"-14 x 7/8"HWH self- drilling screws at 24"o.c. ; System Type D(9): One or more layers of insulation and base sheet simultaneously attached. iAll General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with �� prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. � One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft� ENRGY 3, ENRGY 3 25 PSI,ENRGY 3 CGF, ENRGY 3 CGF 25 PSI,ENRGY 3 FR,ENRGY 3 FR 25 PSI Minimum 1"thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension � greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of DynaFast 180 S mechanically fastened through the insulation with JM High Load Fasteners and High Load Plates spaced 6" o.c.within the every other 4" - heat welded side laps for a maximum distance between rows of 70". Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application i rate of 20-40 lbs./sq.with min. 1.5"heat welded side laps. Maximum Design Pressure: -52.5 psf. (See General Limitation#9.) i I i i I NOA No.: 12-1113.23 MIAMI•DADE COUNTY Expiration Date: 12/06/17 �"'� � Approval Date: 07/03/14 j Page 29 of 30 � ♦ I III STEEL DECK SYSTEM LIMITATIONS: � 1. If inechanical attachment to the structural deck through the lightweight insulating concrete is proposed,a field � withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and � density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and ',i Roofing Application Standard RAS 117 and/or RAS 137,calculations shall be signed and sealed by a Florida � registered Professional Engineer,Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 � gage attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. GENERAL LIMITATIONS: 1. �II Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire '� ratings of this product. 2. ' Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product � Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied � within the EVT range and at a rate of 20-401bs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. ' An overlay and/or recovery board insulation panel is required on all applications over closed cell foam � insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8" ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross � ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.As tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf.Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a ' minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. , Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken , from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard � RAS 117. 7.' Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener ' densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant(When this limitation is , specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9.� The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e.perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and i Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-1113.23 MIAM4DADECOUNTY Expiration Date: 12/06/17 �'''� � Approval Date: 07/03/14 j Page 30 of 30 i 4 ' ' ' MIAMI•DADE MIAMI-DADE COUNTY I � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORX AND ECONOMIC ItESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIrTISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov�economx i Dryvit System,Inc. i One Energy Way West Warrick,RI 02893 ISCOPE: This NOA is being issued under the applicabla rules and regulations governing the use of oonstruction materials.The documentation submitted has been ceviewed and accepted by Miami-Dade ICounty RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH�. This NOA shall not ba valid after the expiration date stated below.The Miami-Dade County Product Contcol ISection(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Coanty) reserve the right to have this product or material tested for quality assurance puiposes. lf this product or material fails to Iperfoc7n in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may I immediate}y revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miam's-Dade County Product Control � Section that this product or material fails to meet the i�equu�ements of the applicable building code. This pcoduct is approved as described herein,and has been designed to comply with the FIorida Building ICode,including the High Velocity Hurricane Zone. DESCRIPTION:Dryvit Outsufation Plus NID wifh Staudard Plus EIF System over 5/8"Gypsum � Sheathing � E�IPPROVAL DOCUMENT:Drawing No. OPLSM58STDPLUS,titled"Outsulation Plus MD System I with Std.Plus over 5/8"Sheathing",sheets 1 and 2 of 2,dated 08/29/2008,with revision 1 dated Ob/15/2009, prepared by Dryvit Systems,Inc.,signed and sealed by Scott Wolters,P.E.,bearing the Miami-Dade County � Product Conh•ol revision stamp with the Notice of Acceptance number and expiration date by the Miami- IDade County Product Control Section. i IVIISSILE IMPACT RATING:Large and Small Missile Impact Resistant. I x.ABELING:Each unit shall bear a permanent label with the manufacturer's name or Iogo,city, state and following statement: "Miami-Dade County Praduct Control Approved",unless otherwise noted herein. I �NEWAL of this NOA sl�all be considered after a renewal application has been filed and there has been I no change in the applicable building code negatively affecting the performance of this product. � TERMINATION of this NOA�vill occur aftar the expiration date or if there has been a revision or change I in the materials,use,and/or manufacture of tl�e product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically tetminate this NOA.Failure to � comply with any section of this NOA shall be caiise for termination and removal of NOA. � ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CounTy,Florida,and followed by the expiration date may be displayed in advertising Iiterahire. If any portion of the NOA is displayed,then it shall be done in its entirety. � INSPECTION:A copy of this entire NOA shall be provided to the user by the man�ifacturer or its I distributors and shall be available for inspection at the job site at the request of fhe Building Official. i This NOA revises NOA#11-2108.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. I The submitted documentation was reviewed by Carlos M.Utrera,P.E. I MIAM4DADE COUPITY NOA No.15-0929.16 ,�••� , Expiration Date:December 20,2016 I ;�c�j Approval Date:January 14,2016 � / 'f��i�C• Page1 (��'S j i � � , Drwit Svstems.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I • � A. DRAWINGS "Submitted un�ler NOA# 09-0824.14" 1. Drawing No. OPLSM58STDPLUS,titled"Outsulation Plus MD System with Std. Plus over 5/8"Sheathing", sheets 1 and 2 of 2, dated 48/29/2008,with Revision 1 I dated Q6/15/2009,prepared by Wolters Engineering, signed and sealed by Scott Wolters,P.E. � B. TESTS "Submitted underNOA #09-0829.X4" l.. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Nlissile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagraxn of Dryvit Outsulation Plus System with Standard Plus ovar 5/8"Sheathing,prepared by Hurricane Test I Laboratory,LLC, Test Repoi�t No. G141-0405-09, dated O6/29/2009, signed and sealed by Vinu J. Abraham,P.E. 2. Test reports on 1)Unifoim Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along witll marked-up drawings and installation diagram of Dryvit 4utsulation Plus System with Standard Plus over 5/8"Sheathing,prepared by Hurricane Test Laboratory,LLC, Test Report No. G537-0302-09, dated U6/24/2009, signed and sealed by Vinu J. Abraham,P.E. "Submitted underNDA# 08-0729.14" 3. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifo�m Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 I 4}Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94 � along with marked-up drawings and installation diagram of Dryvit Outsulation with � Standard Plus Mesh Over Dens-GIass Gold,prepared by Hurricane Test Laboratory, LLC,Test Report No. G387-0309-08, dated OS/06/2008, signed and sealed by Vinu J. - Abraham,P.E. 4. Test repore on Tensile Bond per ASTM C297 of Dryvit Primus (P)Mixture to Various � Substrates,prepared by ETC Laboratories,Test Repoxt No. �TC-06-1059-18353.1, �I dated 12/41/2006, signed and sealed by Joseph L.Doldan,P.E. � Y'y �;��s�yc-�� Carlos M.Utrera,P.E. 1'roduct Control Examiner NOA No.15-0929.16 Expiration Date:December 20,2016 Approval Date:January 14,2016 E-1 �I � i �,� � Drwit Svstems,Inc. j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �i B. TESTS (Cont.) "Sr�bmifted u�:der NOA#08-0729.14" � 5. Test report on Tensile Bond per ASTM C297 of Dryvit Genesis(G)Mixture to Various Substrates,prepared by ETC Laboratories,Test Report No. ETC-06-1059-18355.1,dated 12/O1/2006, signed and sealed by Joseph L.Doldan,P.E. 6. Test x�eport on Tensile Bond per AST'M C297 of Dryvit Genesis DM(GDM)Mixture to Various Substrates,prepared by ETC Laboratories,Test Report No. � ETC-06-1059-18357.1,dated 12/OS/2006, signed and sealed by J'oseph L.Doldan,P.E. C. CALCULATIONS "Submi[ted under NOA#09-0824.14" 1. Anchor verification calculations prepared by Wolters Engineering,complying�vith F.B.0 2007,dated 08/10/2009,signed and sealed by Scott Wolters,P.E. "Srrbmilterl u�rder NOA#08-0729.I4" 2. Anchor verification calculations and strttctural analysis prepared by Woitec•s Engineering, complying with F.B.0 2004,dated 07/17/2048,signed and sealed by Scott Wolters,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STAT�MENTS 1. Statement Ietter of code conformance to the 5'�edition(2014)FBC issued by Wolters Engineering,dated 09/10/2015,signed and sealed by Scott Wolters,P.E, "Submitled under NDA#11-1108.02" 2. Statement lette►�of code conformance to 2010 FBC issued by Wolters Engineering, dated 10/31/2011,signed and sealed by Scott Wolters,P.E. ( "Submit�ed under NOA#09-0824.Iq" 3. Statement letter of no financial interest issued by Wofters Engineering,dated 08/10/2009, signed and sealed by Scott Wolters,P.E. i4. Statement letters of code conformance issued by Aairicane Test Laboratory,LLC,Test Reports No. G141-0405-09 and G537-0302-09,dated 06/29/2009 and 06/24/2009 respectively, both signed and sealed by Vinu J.Abraham,P.E. � , �Z c,l`0r� � . Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0929.16 Expirafion Date:December 20,2016 Approval Date:January 14,2016 E-2 -_ _ __ - - - - _-- _ - -_i___-��i . � 1 MAT RIA LIST GFNERAL NOTES ' �--� � �q O pl�—, SECiION B-B lO 6"X 16 GAUGE STEEL SiUDS AT 16"O.C, 1.THE SYSTEM HAS BEEN OESIGNEO IN ACCOROANCE WITH � + + Q2 6"X 16 GA.STEEL TRACK THE LATEST EOITION OF THE FLORIUA BUIL�ING CODE I INCLUOING THE LATEST SUPPLEMENTS, _ _ ,, __ __ Q 5/8"DENS-GLA55 GOLO,USG SECIIRO[K,OR NATIONAL p,THIS SYSTEM HAS BEEN TE57ED IN ACCOROANCE WITH ' I I I^ I I I GYPSUM e2XP SHEATHING,MEE7ING ASTM C 1177 OAOE COUNTY PROTOCOLS TAS-201 TAS-202 ANO TAS-203 ; �� O (g� MINIMUM N0.6 x 1 1/4"BUGLE HEA�SCREWS FOR LARGE MISSILE IMPACT,STRUCtURAI ANb CYCLIC I I I I I J a I O SpACEO Ai 4 O.C.ALONG VERTICAL STU05 TESTfNG. , s I I I I I I 4Q O 6 5Q URYVIT BACKSTOPm NT I I I I I I 3.7HI5 SYSTEM SHALL 6E pPPLIED BY A LICENSEO PLASTERING . II II Q CONTRACTOR FOLLOWING THIS NOTICE OF ACCEPTANCE 1 I f I I I I � 6 0 02/50.YO FIBERGLASSEREI JFORCING ME H THE RECOMMENDATION OF pRYVIT SYSTEMS,INC.AND THE 7 EMBEOOEO IN THE ORYVIT BACKSTOP NT OVER APPlICABLE SE[TIONS OF THE FLONIDA 9UILOING COOE. I II _II I � THE 5/8"SHEATHING. 7 11 THE STANDARO PLUS REINFORCING MESH SHAII 4.THE ENGINEER ANb/OR AR[HITECT OF RECORD FOR EACH I BE LAPPED A MINIMUM OF 2 1/2"AT ALL EDGES. PRO1ECi USING THIS SYSTEM SHALL 512E ALL STUO FRAMING I II II I O TO ENSURE CONFORMANCE WITH STUO OEFLECTION AND I I I I' I OO II � PRIMUS OR GENE IS�ISRMIXED 1:7 BY WEI��iHTRWITHEPORTLANO ANDETHISIOOC MENT,AS REQUIfiEO BY ALL GOVEfiNING COOES I II II I O . CEMENT ANO WATER.PRIMUS ANO GENESIS ARE 100 PERCENT m POLYMER-BASEO PROOUC75.GENESIS DM IS A ORY MIX THA7 5.INSULATION BOpRDS SHALL BE POSITIONEO IN A RUNNING I I I I I I gQ IS MIXED WITH WATER BONO PATTERN. Qe AOHfRE THE EXPANOED POLYSTYRENE�EPSI INSULATION I I I 11 � OO II BOARO WITH ORYVIT'S PRIMUS,GENESIS OR GENE515�M 6.ALL STUOS USEO WITH THIS SYSTEM SHALL BE COMPLETEL.Y O MIXiURE.THE AOHESIVE IS APPLIEO WITH A 3/B"X 1/2" SHEATHED AT THE INTERIOR FLANGE OR BRIOGEO AT A MAXIMUM NOTCHED TROWEL WITH NOTCHES SPACEO A MAXIMUM OF OF EVERY 5'OF STUD IENGTH OR AS SPECIFIEO BY THE STUD ' I I II .::;:�: � II 1 1/2"O.C.THE AOHESIVE SHALL BE APPLIED TO THE MANUFACTURER. I I I I f .;;; Q7 9O BACK SIDE OF THE EPS IN A VERTICAL ORIENTATION 7,pLL STEEI STUbS SHALL BE STRII(TURAL WITH 1 S/8" 11 9 MINIMUM 1"THICK INSULATION BOARO MEETING THE MINIMUM FLANGE WIOTH ANO HAVE A MINIMUM YIELD , i �� '.. . O O 57RENGTH OF 33000 PSI. ��.' F6C SECTION 2612.INSULATION BOARD SUPPLIER SHALL pOSSESS A CURRENT NOA WITH MIAMI DAOE COUNTY 8,OETAlLS ON SHEET 2 OF 2 ARE TYPICAL ANO SH04! •;•;;;;;;1j1}j%^''''��.•.�.,.�.•li�"'''�•�,,',•'.. O II INTENT TO PREVENT WATER INFILTRATION INTO AND .;_.;r,:%:;;i:<:%"•''` .;::,:t��''' ,. I �p ORYVIT PANZERO 20 REINFORCING MESH• BEHINO THIS SYSTEM,ALTERNATE OE7AIL5 AND SPECIFIC ` '"'`"-F ' 20.5 oZ/SQ YD FIBERGLA55 REINFORCIN6 MESH CONDITIONS NOT COVEREO BY THE TYPICAL OETAILS ARE ,;,,;.;:;y;•;:��+"'''��..'. '`�.�y,.,?>;•: Og II O EMBFDOEO IN ORYVIT BASE COAT.PANZER 20 MESH THE RESPONSIBILITY OF THE LICENSED OESIGN PROFESSIONALS ••;,;,+;.••�••�. EOGES SHALL BE ABUTTEO TIGHTLY.DO NOT OVERLAP. IN CONSULTATION WITH DRYVIT SYSTEMS,INC, ::._,::.. .,.,.......,. •:... ,.. �•. �1 ORYVIT'STANOARU REINFORCING MESH: rROPIK.T�RYbtp 4.3 OZ/Sd YO F18ERGLA55 REINFORCING MESH ��wMbFtair � Q ' DESIGN PRESSURE� REINFORCING MESH SHAI.L BE LAPPED A MINIMUM OF �i4°��°N° - 2 1/2"AT A�L EOGES, � ��06 paf � ORYYIT FINISH:A 100 PERCENT ACRYLIC BASEO pHctuuctRew9eo MATERIAL AVAILABLE IN VARIOUS TEXTURES. DI .�Y�6 wlm Ib FMd� BoiWi�Oode SEC110N A-A AOC�'"0°N0 'r� 2i 6 �� SCOTT WOLTERS SEAL: DR`MT SYSTEMS, INC. 5 6 *u��E' e�'�^ewllfNeVlaWe FL PE�I 62354 /� One Enargy Way d�� . Q 40 ��"8� �02 �' wea�worw�ck, Rhade leiund � � �r g,�� '(b WOLTERS ENGINEERING pyy�,NO.:OP�SM6BSTOPlVS (COA�47194) UE / � 8y 322 BUCHANAN 8609 1 pF 2 pTE:08 29/OB 6V15 09 M � HOLlYW00D.F 33019 0 ULATION PLUS�MD S EM�N1 _ PH/FA%: (984�921-5828 S .PLUS OVER 5 0'SHEATHINC � � , DRYVIi FINISH pppp�p��p DRYVIT REINFORCING MESN EMBED�EO IN BASE COAT � °°0°��p� ' DRYVIT AOHESIVE M VfRTICAL j e�T'1O ,r�/ B'6 NOTCHEO TqOWEL CONFIGURATION • � . '�_ ' ORYVIT WATER-RESISTIVE BARRIER COATING � � APPR04ED SUBSTRATE rKouu�KReVISEn APPROVED SUBSTRATE URAINAG�STRIPSET IN EPS INSULATION BOARD NOTCHEU TO ACCOMMO�ATE Emld�'mgYCia�deM��f� � DABS OF AP AONESIVE OPENING PREPARAiION ANU PROVISIONS FOR RAINAGE �� b 9 E�� ;G � URYVIi A�UAFLASHm SYSTEM OR ORYVIi OETAIL MESH�WRAPPEO DRYVIT BACKSiOPm NT-TEXTURE DRYVIi A�UAFLASHm SYSTEM OR TO BACKSIOE OF EPS MIN,51 MM�Z"► ��,�o��-- OYER GAId TAPE"'ISEE NOTE 2) ORYVIT BACKSTOP�NT-TEXTURE �r - - � OVER GRID TpPE�'(SEE NOTE 2) _ ORYVIT OEMANOIi�OR COLOp PRIME�r ON SURFAC£(51 i0 RECEIVE SEALANT ORYVIT COMPATIBLE SEALANi WITH DRY41T WpTER-RESISTIVE - CLOSEO CELL BACKER R00 ANO WEEP BY OTHERS � BAPRIER COATING TUBES EVERY 610�M(24"I.BY OTHERS URYVIT OEMANp1T�OR - COLOR PRIME�"ON SUflFACES '"� - -- ,_-� __� TO RECEIVE SEALANT 19 MM 13/4")MIN. � AIR SEAL PER �� UNYVIT —� CONTINUOUS FLASHING,BY OTHERS OUTSUlATION MANUFACTUREA'S _' I . CONTINUOUS ORYVIT RE�UIREhIENTS, SEAL•ANi,8Y OTNERS PLUS MD . I t' COMPATIBLE SEALANS AND SYSTEM CLOSEO CEIL BACKER ROD, BY OTHERS ORYVIT AQUAFLASH SYS7EM(SEE NOTE 2) I 8Y Q1HER5 WRAP DRYVIT OETAIL MESH � � � 51 MM IY"I MIN,AT BACKSIOE OF EPS I DRYVIT�ETAIL MESH� I WRAPPED TO BACKSIDE CON7INUOUS FLASHING,BY OTHERS,TURN UP ' OF EPS MIN.51 MM(2"I _. ._.- — 12.1 MM(t/2")MIN.AT JAMBS-SEE DETAII BELOW • - -• - -"`—---' °_- —J DRYVIT AONESIVE IN , ... ... . . . ... .. ...... . , DRYVIT COMPAiIBLE SEALANT,BY OTHERS VENTICqL NO7CHE0 TROWEL � CONFIGURATION `� �� 19 MM EPS INSULpTION BOARD - .+o�trhew��ew�r sullAiposla I3/4"1 MIN.V ORYVIT REINFOACING MESH 64MM ��'��// EMBEOOEO IN BASE COAT -�12-1/2"1 MIN. TM ORYVIT FINISH _ , DirWo� - 1 12.7 MM 11/2")� 'SCOTT WOLTERS SEAL; DRYVIT SYSTEM5, INC, �M,�y� _ Fl.PE�82384 �///� One Energy Way :Jd/1Lti. �i Waet Worwlek Rhoda leland WOLIERS ENGINEERING 8tL4 PAN PLA8HIN0 (COAg 27194) owo.No.:oPISAlBesmaLus GHTAII. 342L�,Bl1CHpANAN�p5�08 2 OFNZ S�SUE08 29 08 06�15 OB BY OTHERS�DRYVIT OUTSULATION�PLUS MD SYSTEM� PH/FA%00(964�92��5828 OU7SULATION Pu15�Mo SYS7eMm Yn7H �J -- l � . '�i ' I ' � NI[�►MI•DA�}E n�iaNzz-n�n�covN� Q PRODUCT CONTRO�SECTION -I l8{}5 StiV 2G Street,Raorn 208 DE�ARTYIE�IT OF REGULATORY AhiD ECQlyO\4IC RESOURCES(RER) Miami,Florida 33175•2�474 � BQARb e1Np CODE AllI�tINISTRATION DNISTON T(78G)315-259U F(78G)315-2599 � N(3'I'ICE OF AC�EPTAN+CE {NOA} �.�.�.Y.ttt�A111I(IA(�E.�br��a��or►�� Sta��ley Access Teclrnologies,LLC 65�co#t S�vamp itoact Fa��mington,CT 06032 �cap�: Tl7is NOA is beiug issued iuider the applica�le rules and regulations governii�g the use of co�istruction iiiaterials.The , documenta#iou sabmitted has veen x�evie�ved and accepted by Miami-Dac�e Caunty RER-Praduct CallErol Sectian to be used in Miaini Dade County aud ather areas whea�e alla�ved by the Aiithprity Ha�ing Jurisdiction(AHJ), � Tl�i's I�IOA sl�al! not be.valid after tl�e expiratioii�iate stateci belaw.Tl�e Miami-Dade Cow�ty Product Gantrol S�ction (I�i,,Miami Dade Couuty) and/or tl�e AHJ (in areas other tlaan Miami Dade County) reseive the t•ight. to liave tliis pra�duct or material teskcd for qltality assurance purposes. If tliis pracluct or material fails to perform in tl�e accepted ma��izei•, the manufacturer will incur the eYi�e��se of sach testing and the AHJ may� immediately revoke, moctify, or sus�ei�d the use of such praduct ar material �vitliiii tiieir jucisdiction. RER reseives tl7e right to revoke this accep�alice, if it is detel•�nined by Miami-Dade Cot�rity Pradc�ct Cont2�o1 Sectir�u that t}tis produet��rnaterial fails ta � tne�t the requii�erneuts of tl�e applicnble builcluig code. Tlus pro��ct is a�pi•oved as ciescribed tlereit�,alid l�as been designeci tsa com��ly�v3tlz the�'!ot•ic{a Building Cacie, inc uding tlie High Velacity Y-Iurricane Zoi1e. D t SCRI�"TIOl`�I: Series"Dura Storm"Ah�mii�um Automatic Slidi��g Glass Doar: 4-Sx-S:�-Q,O-Sx and So�x-Sx-So,Sa-Sx w/Ol�erabie P�nels w!Full Breal;out-LMI AP�i ROVAL T7rOCUNt�NT:Drativing No. 1�-2856(faa'aazer 12-SAT-13),titled"Dura-Storm 2000/3000 Auro SGD, Bi-PartingJSing[e Siide-LMI", s[ieets 1 t�utix 14 of 14 prepared by Engineering E�press,dated 0"7-01-12 and tast revised on��0/1 S/2014, signed a�id sealed by Prank L.Bennarda,P.E., bearing the Miaini-Dade Couuty Product Control Re��isian statnp with the Notice of Aeeeptance nutnber attd eapiration c�ata by the Miami-Dade Coi�nty Pradact Coi�ltrol Sectioii. �%SSILE IMP'ACT�ATING:Large azicl�m�il Missile Imp�ct LIMITATIONS: i. See elevatiarl for anchars reqiiireEllelits in sheet 1 and Header clust�rs details ui slieet 5 and Tlu-esliotd clusters in sheet 9. See sheets 2�:3 for coucealed 3-point Iocking(active panel)&2-poi�xY(in-acti��e).Also see applicable I 2-poinf�G-86 CVR pan ic devices(a�ti�refivactive pat�els�for series 30�0 iu sheets 3&4 to be ilsed wl Harizoc�tal inuntin bars(detail V, sheet 12)and DLO heigl►t not to esceed 36-3/4"rnaY. 2. I Not a�aprovetl��rhere�vater infiltration is required.Fixed glass more than 3G"�vicle inttst be sitpportecl�vith ;approved settittg btocks per�'BC reqt�ix�ements. 3. � Electrical devices, functipns aud ii�stallation is not part of this approval and to be reviawed and approved Uy ` Aufho�•ity Having J�arisdieti4n{AHJ). L.ASELTNG:Each unit shall bear a permanent iflbel wit�i the ixianufaeturer's name or logo,city,state and series and fol�o�vin�,statement: "Miami-Dade Caunty Prodtact Caniroi A��proved",noted hereiu. R�NEWAL of this 1�IOA s1�alI be co�isidered after a rene��val application has been filed a�id thei•e lias been iio change in t�e applica6le betilding cflde uegatively�ffectil�g tlte�7erfcrrmance of t1�is prodtict. TERMLNATION of tl�is NOA will occur after tlae eapiration date or if there has been a revisian or change in the ma�erials,use,a�rdlor�nanufactrzre of tiie��rac�uct Qr pracess.Misuse of t11is NdA as an endarseaiieltt of any�7�•oduct, � fon sales,advertising or any otiier purposes sha11�utomaticaliy terminate tl�is NOA. Failure to coxn�ly with auy sectifln af his NOA slla�t be c�use fa��ferm3r��tiou a�ici i•euioval of NflA. A �VEItTISEMENT:The NOA m7mbei•�rececled by the worcls Miaini-Dade Cotynty,Florida,and followed by tl�e ex�iratioii date may be disl�layed ii1 advei�tisirig litei�ttn'e, If an}t pai�tion of tt�e NOA is displayed,tfiel� it sllatl be cione in ��ts entirety - � y HOA No.i5-0127.Q7 MIAMI•DADECCIUNTY �xpiratiou Date; April 04,2418 � ��a ,i A�provat D�te: �T1T118�S,2015 ��1�� Page 1 of 2 4� �� • �1 � � INSPECTION:A co�y of this entire NOA sl�all be pravided to the user by the maiiufachu•er or its distributoi•s and sha�I�e avail�6le for ii�spection at tlts joti site at the ret�uest of the Bc�ilding 4fficial. - - - - Thi"s NOA revises#13-0529.23 consists ofthis page 1 ar�d evicience p�ges 1 �2 and E-1 &E-2,as�vell as apgroval docitme��t ineirtianed abave. Th� submitted docurneirtation��vas rer�ie�ved by IslYaq I.Chanda,P.E. � �`1C ��1 � I � ' � � I ( i i I ' , NOA No.15-0127.07 , MIAMhDADE CQUNTY Expiratioii DAfe: Apri10�,Z018 A�>praval Date: J�me 25,2015 Page 2 of 2 � — --- � ' I , � Staulev Access Technologies�LLC � NOTIC� OF ACCEPTANC�: �VIDENCE SUBMITTED _ ' A. DRAWINGS 1. Manufac#urer's die drawings and sections(subinitted undei•file see below). 2. Drflwing No. 14-1856(forme�'12-SAT-13),titled"Diira-Storni 2�00/3000 Auto SGD,Bi- I Parting/Singie Slide-LMI",sheets 1 thru 14 af 14 prepared by Engineeri»g Express, dated 07- 01-12 and last revised on 10/15/2014, signed and sealed by Frauk L. Be�inardo,P.E, � B. T�STS (subii�ittecl under files#13-0529.23/#12-0$07.03) 1. Test repoi�ts on: 1) Aic Infiltration Test,per FBC, TAS 202-94 2)Uniforui Static Air Pressure Test,Loading per F'BC TAS 202-94 ' 3) Water Resistance Test,per FBC, TAS 202-94 (Not conducted) 4) Large Missile li�ipact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagratn of ahlminum automatic entrance doors Sx-So w/G-86 CVR Panic(TAS 202,201/203-94)a�id So-Sx-SY-So w/Transom&G-86 CVR Panic (TAS 202), prepared by Fenestratioal Testing Laboratory,LZc. Test Report No. FTL-7�47,dated 3/08/13, signed and sealed by Marlin D. Brinsoti, P. E 2. Test repoi�ts on; 1)Air Infiltration Test,per FBG, TAS 202-94 2)Uniforni Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 (Not conducted) , 4) L�rge Missile Impact Test per rBC,TAS 201-94 5) Cyclic Wind Pressure Loading per PBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with installation diagram of aluminum automatic entrance dooi•s,prapared by ' � Fenestration Testing Laboratory, Inc. Test Report No. FTL-G803, dated OS/11/12 and.last � revised o�i 03/21/13,signed and sealed by Mat•lin D. Bi•inson,P. E. � Note: Tlus test report lias beeii revised Uy an addeildum letter dated Nov 21,2012, issued by i Fenestration Tasting Lab, signed and sealed by Marlin D. Brinson, P. E. � � C. CALCULATIONS � 1. Anchor verification calcuIations and struchtral �nalysis, complyiiig with FBC-2014 (S'�' ' I Edition),prepared by Engineeruig Express, dated OS-13-15,signed and sealed by Frank L. Beunardo, P.E, � 2. Glazing coznplies w/ASTME-1300-02, -04& -09. � D. QUALITY ASSURANCE I 1. Miami Dade Department of Regulatory and Economic Resot�rces(RER), �. MATERTAL CERTIFICATIONS 1. Notice of Acceptance No. 13-I105.10 issued to SAP-GLAS, L.L.C. for"SAF GLAS, ; PolycarbonAte laminate", expiring ozz 12/16/17, � 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for tlleir"D1iPont PVB Butaeite �t", expir•ing on 12/11/16. 3. Technical streiigt�i data of Trellel�org EPDM per ASTM C864. I � �k� , 1��,.� Isl �q I. Chanda,P.E. Product Control�xaminer NOA No. 15-0127.07 Expii•atiou Date: Apri104,2418 Appi•oval Date: Jui►e 25,2015 E-1 II f � Staulev Access Technolo�es,LLC I NOTICE OF ACCEPTANCE: EVIDCNCE SUBMITTED _ _ _ _ F. STATEIVIENTS 1, Statement letter of conformauce to FBC 2014(S°i Edition), prepared by Engineering I Express, dated May 13,2015, signed and sealed by Frank L. Beimardo,P.E. 2. Statement letter of no financial interast,prepared by Engineering Express, dated 08-02-12, signed and sealed by Frank L. Bennardo,P.E. (st�bmitted tmder file# 12-0807.03) 3. Lab couipliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#13-0529.23, eYpiring 04/04/18. 2. Test�roposals# 13-0006 dated O1/i4/13 approved by RER and# 11-1016, dated NOV 11, 2011 approved by PERA and Test proposal # 11-1016, dated NOV 11, 2011 approved by PERA. 3. Manufacture supplied Adam Rites deadbolt/hook&bolts mechanism and G-86 CVR Panic exit brochures. - - � - � I � , I ��+ � G�w.�'. Islis�q I.Chnud�,P.E. Product Control�saminer NOA No. 15-0127.07 �xpii•ation Date: April 04,2018 Aphroval bate: Jtme 25,2015 E-2 � � �— --�� —_ '.�`'"��BENN��"�,, .�. ,�, ��'"�.;_ -- DURA-STORM SERIES 2000/3000 TYPICAL ELEVATIONS GENERAL NOTES EO � .. ; 1. DOORS IIAVE BEEN TESTED & DESIGNED IN ACCORDAN , WITIi THE REOUIREMENTS OF THE 2010 FLORIDA BUILDING� I � � 13" MAX ANCHORS AT HEAD, SEE SHEET 5 FOR CODE & THE FBC FIFTH£DRION (2014) HIGH VELOCRY = �� 1 . 1 ; _ NP HEAD SILL DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13'� MAX TYP HURRICANE ZONE (HVHZ)AND MIAMI-DPDE COUNtt PROTO$OLS ----• = HEAD S1LL TAS 201 FOR IARGE MISSILE IMPACT,TAS 202 FOR UNIFORM � � 108�� MAX PA (AGE WIDT STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND �* • � ur� •� 168" MAX PACKAGE WIDTH LOADINc. ' � 4� � 6 4" 4�� 6 '�� 2. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE�� F�� '� `�� - —�I I�— .� � EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED ry .� �"' �, —J—�li- LOADS. 1X OR 2%WOOD BUCKS BY OTHERS SHALI BE � p �` o o � � ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING � �� STRUCTURE. W(n w.�--O ` ^7 � ^ ^ 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN W �LL�,U 2 x •` �y /�, � �4 iV � � �, i�t THE DESIGN OF THESE PRODl1CT5.WIND LOAD �URATION ZW w=• X�� = N �a � _ � N � , , FACTOR Cd = 1.6 WAS USED fOR WOOD ANCHOR DESIGN. � �U'�w�'� 0 2-P��O I I �-PT ��' � a = I 3-P�T � o fp a 4. POSITNE ANO NEGATNE DESIGN PRESSURES CALCULATED �a a w LL��d w x~ �K LO�IC ? �� LOCK� Z X F- \� FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER v Y m.�o W o 9a _ �= I w z � _ � w z �_ 'n SEPARATE ENGINEERING IN ACCORDANCF WRII TFiE GOVERNINC Z^ N O� W xw ��j � � �= a ^ � p � �= xw � � � CODE. PRESSURE REOUIREMENTS A5 DETERMINED IN �jJ UJ ��3�� Q ¢x 4 3.4° M�1 U� �O � � � 5 4.6" M A X �� ¢o ¢= n � ACCORDANCE WITH lSCE 7 AND CHAP7ER 1609 OF THE 3 LL�3 J 5 / � � Q w � Q ¢w 5 g FLORIDA BUILDINC CODE SHAIL BE LE55 THAN OR EQUAL TO ��3 Y - w � ��' X=_ � Y P��'�' � _ _ � _ W THE POSRNE OR NECATIVE DESIGN PRESSURE CAPACITY o w� � a a '' 4ry , Z a , _ SALU DES GN EPRESSU ES NOT DY HEREIN�ARE BAS DwON �� - � �' � Z � ��' '4' MAXIMUM TESTED PRESSURES DMDED 8Y A 1.5 SAFEIY a Q m .. \ ,' I I � �a �"„' Q I �' �a n= ao `' FACTOR. � � � � � 6. DOORS DEfAILED HEREIN HAVE BEEN DESIGNED AND io 13�� MA \ / � = �✓ c� TESTEO TO THE MpXIMUM SPANS ANO LOADS SHOWN ON co 1 MAX THESE DRAWINGS REFERFNCE FENESTRATION TESTINC LAB r+ � z�s TYp \ �� 2/s � � n'p, REPORTS 6803 & 7247 0 0 �\ /„ „ , _ 3�6 / �� 3�6 7 ANCHORS SHALL BE IN5TAlLEO PER MANUFACTURER'S o v�i t ��0� °SX� � / SX�� O� c� / ��SX�� O�� SPECIFlCAT10N5, SPACED AS NOTED HEREIN. MINIMUM G O u 1 L � F.MBEDMENi AND EDGE DISTANCE EXCLUOES STUCCO. FOAM, S� n� - - " - DRICK, AND OhIER WALI FINISHES. o <�� I 4 4� 8. WHERE EXIS7ING S�RUCTURE IS WOOD FRAMING, EXISTING u� N � ��6 O-SX-SX-O/81-PART � � � 4 7�6 SX-0 (SINGI.E SLIDE�� CONDITIONS MAY VAF2Y. FlELD VERIF!THAT FASTENERS ARE �� $o� � � N INTO ADEQUATE WOOD FRAMINC MEMBERS, NOT IMO PLYWOOD. o'" "��¢ ANCHORS AT THRESHOLD, SEE SHEET 8 FOR g, WOOD HOST STRUCNRE SHALL BE "SOUTHERN PINE" �� a�o DURA—STORM 2000 TYPICAL ELEVATIONS DETAILS A�D ANCHOR CLUSTER DIMENSIONS. c=o.ss oR GRFA7Ea o[NSiN =LL N�w 10. WHERE EXISIING STRUCTURE IS WOOD FRAMING, EXISTING �p f�� ANCHORS A7 HEAD, SEE SHEET 5 FOR CONDITIONS MAY VARY. FlELD VERIFY THAT FASTENERS ARE . �a a�^o 13�� MAX TYP INTO ADEqUATE WOOD FRAMINC MEMBERS, N0T IMO PLYWOOD. �^� N Z W 13" MAX DETAILS AND ANCHOR CLUSTER DIMENSIONS. N lYP HEAD SILL 4�� q" ^^ 11 THE SYSTEM DEfAILED HEREIN IS GENERIC AND DOES N0T w a !I[AD SILL �s �° ---�{ PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE u Q ��¢ � - �68�� MAX PACKAGE WIDTH �08�� MAX PAC GE WIDTH � CONDRIONS DIFFERENT FROM THE CONDIT10N5 DETAILED a 3 w a o HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT � � 4�� 4�7,8 4�7,8 � SHALL PREPARF SITE SPECIFIC OOCUMENTS FOR USE IN k '�00¢ CONJUNCTION WITN THIS DOCUMENT FOR INSTALLATIONS OUTSIDE THE HVHZ;WITHIN THE HVHZ,A ONE-TIME APPROVAL N w � � � � � � � FROM MIMAI-DAUE COUNiY SHALL BE OBTAINED. � � 12. AlL BOLTS AND VlASHERS SHAIL BE ZINC COATED, GALVANIZED, OR STAINLE55 STEEL WITH A MINIMUM TENSILE _ � ��•, 1�7, �� o''� � N .Ft � � ., � � N S7RENGTH OF 60 KSI, EXCEPT INSTALLATION ANCHOR5. � 0 2-P LOCK� il 3-PT LOCK C9�' a� a � I 3�T LOCK ° � � o ' �p a 13. ALL SINGLE SLIDE ENTRANCES ARE SHOWN�GHT HAND": w X r- �� OR OR � ? �� w OR Z X ti- \� "LEFT HAND" IS MIRROR IMACE. ��DUCE NFV� �'=�'��_�a _ �= 2- CVR 7-PT CVR W � z '� x w � s � u��pMnpxit�Ihe Piotlb `a��`� a � >F- w I x 2-PT CVR >� i�i �c� I x B�so�$�� W PANIC PANIC F= r ¢ w = \ - Bu1dIn�C«te c7 y \ U c7 �p .- � U, PANIC U� Q U x w r � �«ep��na No I o 2 � @ � ��J �� a � [`J � a= �� i � � a= �� J \ F.�ir,i�au.�. _ppav, �8��aa�� a - - Q - �,�ska 1,U,... - �� co o °- co o afh.�n�ae Caw+f � y,'!�� \ , % - ¢ � _— x _ 54.6�� MAX Q °� r a � SYSTEM NOTES � � ' I I � �a �'y � P�� n. � W �'� 1.ALL ALUMINUM PARTS SHALL BE 6063-T6 ALUMINUM � ALLOY AND TEMPER, UNLESS OTHERWISE NOTED. ��r io \ 43.4%MAX / V � .-./ y' 2. GLAZING 9/76" LAMINATED IMPpCT FiATED (SEE GLAZING Y�w ip a g� � o, o �F ' PAX Sx \ � /Fl I� / 5/7,8 rn ;.r MAX oEra�s sHEEr 12) ��8 8 S g 8� 5�7,8 \\ P�J ' _ g�7,$I / NP• /� 6��S 3. CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE ��$�Q�� \ SX�� / 50�� iV l � �— SX� ��SO° � BUTf JOINED, SECURED WITH FOUR (4) FULL WIDTH 5/16" - L 1 THREADED ilE RODS AT TOP RAIL, INTERMEDIATE HORIZOMAL _I MUNTIN BAR, AND �OTTOM RAIL.ALL JOINTS ARE WELDED. S4-�.BS6 •� EXCEPTION: WIiEN PANIC E%R OEVICE IS INSTALLED, �I �_ 4° -� -� "'� q' � -� CORRESPONDING 4 1/4" MUNTIN BAR IS SECURED BY sca�e� . '� �`— � I SX-SO SINGLC SLIDE VAQE�ESCRIVT30NI N 4��8 SO-SX-SX-SO �BI-PART� iv- I 4�� 4�7,8 � � � APPROVED CLIPS, (ITEM �J79, SHEET 12, DEfAIL� �� _ ¢' 4.THE GLAZING MATERIAL IN BOTH FlXED AN� SLIDING PANELS OF ALL SLIDING DOORS MUST COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS ANO �� ANCHORS AT THRESHOLD, SEE SHEET S FOR M�aDs oF TEST FOR SnFErv GUZING MATERius USEo IN � — DURA—STORM 3000 TYPICAL ELEVATIONS DEfAILS AND ANCHOR CLUSTER DIMENSIONS. BUILDINGS. PER fBC REOUIREMENTS. � 5. CVR = CONCEALED VERTICAL ROD. "�ENNq""'��. ., � D�JRA-STORM SERIES 2000 ELEVATION AND PLAN - -� �� —AR•�IP '_—-- DESIGN RATINGS MISSILE IMPACT RATING � •'.�f � LARGE AND SMAIL MISSILE IMPACT � � 5�2 3 OESIGN PRESSURE RATING (PSF[Pa]) OE :.� � WHERE WATER WHERE WATER I , fL P� � V' 768�� MAX PACi(AGE WIDTH INFILTRAiION RATING IS INFILTRATION RATING 1fJ, • . •��```�3' - F REOUIRED N0T REOUIRED '�� ;i ��q`` 2 1 D F 4 5 6 POSITIVE NOT APPROVED 75 PSF /� F}-pq�� SIM. NEGATNE NOT APPROVED 75 PSF � ��i f � 11 12 P�-W' B O � jam�U�� ! SERIES 2000 BI-PAftf AVAILABIE PACKAGE WIDTH INFORMATION Z� _ ��i � c� ! n >Q�.�,W C H �� NOMINAL NOMINAL NOMINAL � {� a Z LL� 2 S � / \ $ � PACKAGE ROUGH Si1LE CLEAR pqp�E� ppry� CqULKING �v �m�w p� 2 S 1Z 11 ''/'' lO// \\lO "'', Sl 1Z''",, 1 2 � Z� WID7H OPENINO 7YPE OPFNING WIDTH(SX) WIDTFi(0) ALLOWANCE I �Z;\ �0 4?�w z � / \ G 1 6 8.0' 1 6 8.5' N A R R O W 7 0.8' 4 2.7' 4 2.7' 1/4'/S I D E W 3�^3 u m �� w Z-fPT��( � \ � W 1fi0.0 188.5' MEDIUM 68.J' 43.4' 43.4' 1/4'/SIDE ��'p'�' � � = 17 18 - / N \ � 7677 11-12 0 0� oW°: � � � �__ � 3-PT LOC 1 __ R z o -raa anc �cF�r `.,°o� � Q Z __� _ _ — _ X p INFORMATION a Q a � MUNTINS 76 7] ' � 17 18 � � p,,,��JJJ PACKAGE ROUCH NONINPL CIEAR CAULKMG � OPTIONAL ' �� 18 17 i 18 17 19 20 � �� H�CHT OPENING DOOR OPENING AIIOWANCE ssv/4 n�nx � Q� � � DLO TYP. /� �`'1 ^ J 96.0" 96.3' 86.5" I/4'i0P o O m \ (ACTIVE) ;d z r v o u�i W 20 19 �� K �Sx,. �� // .,Sx„ � �,�,. I � o�z I E E _ '�� ¢�w v � a w 96 23 21 21 17 21 21 14 13 16 15 35 16 13 14 21 17 21 21 21 23 96 rktlUUCi'kb'vineo o� M�a 25 24 22 22 17 22 22 22 17 22 22 2 Z4 25 �+tomri)'i1�B��i�h INe I InriO� o f a v�,� Iw�a�cna, w� Z� o w o �116d�11pUKiTo�'�`z_��7 =LL C7 U �X :EXTRUSION EXTERIOR ELEVATION �'� `�-►�-+$ � �o o;o e. ar�oa�.__ � � z� X� :EXTRUSION,MULTI-PIECE �y S�„ � F�,�-- N� c�z X �Zo d Ihde P od Caa�nl u Fd ��a XX XX :EXTRUSION,OPTION a� o a� �:PART m S XX XX:PART,MULTI-PIECE 168'� N � � � XX XX :PART,OPTIDN PACKAGE WIDTH XX :DETAIL INTERIOR „„�„„e XX XX:DETAIL,OPTION --- - - ---- ---- - -- �=a� '�`� oeC��.�a�8 �TO�. —i O�— o�o 0 0 .- EXTERIOR "SX" � "SX" �� st�stst�dY� OPERABLE PANEL ' EMERGENCY BREAKOUT / \ ��`"� �� CLEAR DOOR OPENING �a�� $�2@s�k�� PLAN , 14-1856 SCALE� MOTES PAGEDE6CR[PT10N1 1 7YPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAIIABLE AS INDICATED. 2. HORIZONTAL MUNTIN BAR NOT REOUIRED AS INDICATED BY DASHED LINES. MN( OLO: 36 1/4"W X 75 3/4" H AS SHOWN 3. 5-POIM LOCKINC STANDARD (J-FT ACTIVE & 2-P7). SEE SHEEf 73. 4. PRODUCi SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. � �� 5. SEE SHEETS 5, 6 AND 8 FOR REOUIRED ANCHOR4GE. /1 6. SEE SHEET 12 FOR GLA2ING DEfAILS. '-� i i i — — — ,,��,,...-eENNqR�'��.. � DURA-STORM SERIES 3000 ELEVATION AND PLAN - -- - -- - - - _ - � "'�9N4BDO�.P.��,=____ oesicN r�nNcs MISSILE IMPACT RATING q, � * 6� LARGE AND SMALL MISSILE IMPACT � �Q�,� SX PANEL DESIGN PRESSURE RATING (PSF[Pa]) Sj -O��-'t•� DETAIL BEYOND WHERE WATER WHERE WATER�i � 1 68�� MAX PACKAGE WIDTH INFILTRATION RATING IS INFlLTRATION RATING�I$� Q��FL '�•��`Q�o F G REOUIRED NOT REQUIRED �� el � �� a 2 1 D G F SIM. 4 5 6 POSITIVE NOT APPROVED 75 PSF �� j�N�„ ��}��` � � P NEGATNE NOT APPROVED 75 PSF W fn ui��O A NOM. PMA.1M W w ��u � SERIES 3000 BI-PMT AVAILABLE PACNAGE WID7H INFORMATION Z Z v q�W l jU'�W<a = 7 //� 9 %%�� \\ 9 , \\ . �= NOMINAL NOMINAL NOMINAL [9 a a w�z 6 7 PACKAGE ROUGH SfILE CLFAR CAULKING t m.g � ��/ � PANEL PANEL W° _ _ �� N �\ 1 2 a Z Y WID7H OPENING TYPE OP�fN NG �OTH(5%)WIOTH(0) ALLOWANCE W� �p�3�� W c� � 2-PT LUCK 3-PT LOCK li 1�8 � Z� 168.0' 168.5' NMROW 70.6' 42.7' 42.7' I/4'/SIOE 3�.�� m C7 w �1 2 1 1 �Fj �OR O W� 168.0' 18B.5' EaU 88,3' 43.4' 43.M1" 1 4' SIDE ��'p' J ¢ _ / MUNTIN`S� 15 16 � a m � o W" � Y 2-PT CVR 2-PT CVR o o ,ow�� OPTIONAL Y SERIES]000 61-PART AVAl1ABLE PACKACE HEIGHT ,r 0� a � _____- _ PANIC- _PANIC__ �� o Z INFORMATION Q w X d 19 20 \ �� 18 S7 _ p� PACKACE ROUGH NOM�NN.CLFAR CAULHING 4 ' S� SB '/�� SB S7 M � HEIGHT OPENINC ODOR OPENINC ALLOWPNCE � \ \ � 36 1/4 �?�X � w � �� p � DLO � a� IS 16 � e'\' V (/{CT�� 19 20 � J W 96.0° 98.3' 96.5' I 4'TOP o Q o� 16 15 � �� ` _ n v-� o u�i p u e ��SO" � \ �SX" \ // E -SH � � S� � G S No a�� . �� o�U 25 24 22 22 17 22 22 14 13 H E 15 16 13 14 22 17 22 22 22 24 25 o Z o N LL 25 24 22 22 17 22 22 Q r(u1VUCf W Y�bRD a�d w o 22 17 22 22 22 24 25 �aromplyinywlH��IoeW i LL N�j w �X :EXTRUSION EXTERIOR ELEVATION ;a�,;;�+ 0 2 07 �a �N� �:EXTRUSION,MULTI-PIECE E�a��ry�+��`� ' w a �Z"' XX XX :EXTRUSION,OPTION DltcmlD de rl �~�,� <� �a� ,� o , � XX :PART o w°'F � NXX XX:PART,MULTI-PIECE STANDARD � XX XX ;PART,OPTION PACKAGE WIDTfI XX :DE7AIL INTERIOR � — ` -------- --- ---�-------- �«,�.� .� < `��_�_�_ XX XX :DETAIL,OPTION o�� So,. l ..SX.. sX ` ..So, EXTERIOR '� Qmmmmmmm� odrl�dr�'d¢'� � �� / \ � EMERGENCY � / \ `� ��-,� CLEAR � BREAK OUT DOOR OPENING � s o o�`g y PLAN ��s�� 14-1856 NOTE5 SCALE: 1 TYPICAI.OOOR SHOWN. SiILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. vnae oescaxvrion: 2. HORIZONTAL MUNTIN BAR NOT REOUIRfD EXCEPT AT PANIC OEVICE, AS INOICATEO BY DASHED LINES. MN( DLO: 36 1/4"W X 75 3/4°H AS SHOWN; 36 3/4' H WITH PANIC DEVICE MUNTIN. 3. 4-POIM CVR LOCKING WITH C86 PANIC RELEASE(2-PT CVR ACTNE& 2-PT CVR)M!D 5-POINi LOCKINC (3-PT ACTIVE& 2-PT)AVNLABLE. SEE SHEEf 13, qQ 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUC7 APPROVALS. 5. SEE SHEEfS 5, 7, 8,AND 9 FOR REQUIRED ANCHORAGE. � , 6. SEE SHEET 12 FOR GLAZING DETAILS. �- . ;,,,,,...BENNqR"'��.,, -D�JRA=STOR1�(-SERIES 20-0-0%3000 SING�LE-SLIDES;ECEVAI`ION AND-PLAN- _______ �• R: q,_E.__ _ _ pESIGN RATINGS MISSILE IMPACT RATING _ �-�I •'••�' '� � � LARGE AND SMALL MISSILE IMPACT = � ��• � SX PANEL � � DETAIL BEYOND DESIGN PRESSURE RATING (PSF[Pa]) I `H�"0��'� 108" PACKAGE WIDTH 108" PACKAGE WIDTH WHERE ATER WHERE WA7ER I \ � .� INFILTRATION RATING IS INFlLTRATION RATING Ig'i� •�, 0�� '(`C� 2 1 F 4 S p 6 Z 1 F G 4 -OS � 6 REQUIRED NOT REQUIRED i .e �y �^UI �^qI POSITIVE NOT APPROVED 75 PSF �� fr7A IaV�,��\��a B � v � - � v N E G A T I V E N O T A P P R OV E D 7 5 P S F �J ��°,f � _ W� WJ�O — W't' LL U z �d�` jg��T H�� 8 ? �� 9 , �� 7 yi�' SERI6 2000 M'D J000 SINGLE SIlOE AVAILA9LE PACNAGE WI01H WFORMATION �� Q a LL�F� F � p LOCIC� 10 1 Z F- � \ \ 1 2 NOMINAL N�MINAL NOMINAL w c, d _ � .� � d S Y � \ � PACK0.CE ROUGH STILE CLEAR ppN� ppryE� CAULKING �� t m�e W o� (� � � \ 11 12 � W a � \ \ W�DIH OPENPIG ttPE DOOR �y�pTH(Sx) WIDTH(�) �W�CE Z X N O 4 �z W w � \ C7 W \ \ OPENING W W .a��3"'z = v m � 76 77 11 12 � Z� 3-PT LOCK� 11 12 � 15 16 � toe.o• �ae.s- nnRRow 46.4� 53.8' S3.8' 1/4'/4DE 3 LL�'.�U� W �. 11 12 � 18 17 � � w OR � � � 10B.0' 100.5" MFAIUM 44.J' S4.8' S4.6' 1/4'/SIDE '^�� z z -_-___"r =_� � � o z •2-PI CVR �_ —____=1\ � SERIES 1000 AND 3000 SINGLE SL10E AVAILABLE .�+o� � Q W � � � Q �� P A N I C �� PA HA E HEIGHT INFORMA7ION < a a w 18 17 :'' M � � �� 18 17 � 18 17 �� M ` O � � '' S9 ZO W - J w � � / ' � PACKAGE ROUGH NOMINAL CLEAR CAUII(ING � � W � � � V� 47 � ¢�� MAX � HEIGHT OPENMG DOOfl OPFNING ALLOWANCE 47 1/4�� MAX � m �' SX P�NEL � 19 20 � � DETAIL DL TYP. � Z D� TMP• I� J � D[YOND C / n 98.0' 96.3" 86.5' I/4�TOP p � � E I = 1O � aa ��SX,� ,�0�� t,_ // ��Sx.� / �/ .,SO/ B o m W G ° z l l S a ' — No Q�� 2019 i 15 16 13 14 21 1721 2121 23 96 15 i6 13 ' 14 "'� oou � � o� n�¢ f'1tODUCT k1'VIbfD F I 22 17 22 22 22 24 25 E H 22 17 22 22 22 24 25 ��tuuplrinpwN►tM�NAY z¢ ��o Buldln�Code x"- n(7 w SERIES 2000 (SX-0) SINGLE SLIDE SERIES 3000 (SX-50) SINGLE SLIDE aecepi.ncewt -a1z'1•6'� �Q �y o EXTERIOR ELEVATION EXTERIOR ELEVATION `'°''1"iinnDi°'—��g • �° �`_ ey 141�� d ��o PACKAGE PACKAGE �11.�11her e � Q 3 �a o WIDTH WIDTH k o , � N m INTERIOR INTERIOR N w � ---�------------ N N � —� EXTERIOR ,. "SO" ,.Sx,� Sx,. ��0�� FXTERI OR CLEAR XX :EXTRUSION CLEAR I �� \ I 'o o��ffi� OOOR OPENING I�OPERABLE xxx XX :EXTRUSION,OPTION IECE OOR OPENING �� \ PANEL XX:PART \ \ I I � �� EMERGENCY �� '�� BREAKOUT XX XX :PART,MULTI-PIECE `— � SERIES 2000 (SX-0) SINGLE SLIDE XX XX :PAR7,OPTION SERIES 3000 (SX—SO) SINGLE SLIDE FULL �� PLAN PLAN EMERGENCY �- � XX:DETAIL BREAK OUT ��'��S� � XX XX:DETAIL,OPTION �'-��S S�� 14-1856 SCALE: NOTES � PAGEDESCHIPTZON� 7 TYPICAL OOOR SHOWN. STILE, RlilL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. 2, HORIZONTAI MUNTIN BAR NOT REOUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY DASHED LINES. MA% DLO: 47 7/4"W X 76" H AS SHOWN; JB 3/4" H WITH PANIC DEVICE MUNTIN. � 3. 2-POINT CVR LOCKING WITH G86 PANIC RELEASE AND 3-POINT LOCKING AVAIIABLE ON SERIES 3000. 3-POINT ONIY ON SERIES 2000. SEE SHEET 1J. 94 4. PRODUCT SHAIL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. 5. SEE SHEEiS 5, 7, 8 AND 9 FOR REOUIRED ANCHORAGE. /� 6. SEE SHEEf 12 FOR GLAZING DEfAILS. i //J� i—� II � DURA-STORM SERIES 2000/3000 HEADER ANCHOR�NG :•''�� '�. ' �'----- :Qg.�� SE�i�� 4 ' No• 6 � --- MAX PACKAGE WIDTH ' ,y,�� C�USTER OF ANCHORS CENTERED � 0 �� o 13" O.C. MAX BEfWEEN ":*'•, AT PANEL OVERLAP �UANTIIY PER S o� a INTERMED. ANCHOR, IYP. CLUS�ER PEf2 ANCHOR SCHEDULE� ��'�i9�'• L � � > 6 " O.0 0. Q�HTMP IN CLUSOTER SPACED 3' 6"— ��9�iip�FFS I .1LL'.:u z 4 _ TYP TYP IYP. 4 �11111 1 Z=�a e� � r �� C/L � � � C�� a�LL�<n � e v � e o • �� o e e e ♦ e� v o e e v o� • � JAMB Z ��;�g � � t � BRACKET W W ��m 3 � E.� �\ � �\ � �\ / � MOUNT a�m3 x HOLES �W" B�BK� PANEL OVERLAP �INTERLOCK LOCK STILE EXT INTERLOCK PANEL OVERIAP �� MOUNT CLUSTER CLUSTER CLUSTER HOLES SERIES 2000: O–SX–SX–O SERIES 3U00: SO–SX–SX–SO HEADER ANCHORING o N N.T.S. BI–PARTING ►a��n'u�'Yi�p G 5„Z I u tfapylny.wN�1��F1erN� Q eaiaiA coae z a�d __ MAX PACKAGE WIDTH �acp:nMNr 1 S'-O o7 �� o � � E�pirvliw U+Ie�B �7a m"J Q �[� � CLUSTER OF ANCHORS CENTERED J� ""'� 13" O.C. MAX BETWEEN AT PANEL OVERLAP. QUANTIN PER �j, p,d� ��yv =LL o�w INTERMED. ANCHOR, NP. CLUSTER PER ANCHOR SCHEDULE; � N z� ANCHORS IN CLUSTER SPACED 3' �a �N F 6�� O.C. TYP. 6�� G z w � O.0 '�'�� KQ 4, _ _ NP 4„ Q3 ��o / C/L ` \ � �m s I o � o o e e � a �� o • e JAMB N vi � E.D. � / BRACKEf 1O .L � � HOLES JAMB � pANEL OVERLAP �� '=a BRACKET INTERLOCK EXT o o�r��a MOUNT CLUSTER HOLES SERIES 2000: 0–SX �� SERIES 3000: SO–SX SEE JAMB ANCHORS SHEETS 6 �� HEADER ANCHORING THROUGH 8, AND THRESHOLD N.T.S. SINGLG SLIDE ANCHORS SHEET 8. TIiR[SI{OLD �� ANCHORS APPLICABLE ONLY TO e 3KSI CONCRETE. � �� ANCHORSCHEOULE INTERL^OCKR/OCKS7ILERCLU3TER MA7(IMERMEDIATE 14-1856 HEAD THRESHOLD ANCHORSPACINO MA%ANCIIOR SCALFi HOSTSTRUCTURE ANCHOR EMBEOMEN7 EOGEDISiMICE ALONG HEADB SPACIN6ALON6 pAGEDESGRiPT1oN: SINGLE g�,pART SINOLE BI•PART THRESHOLD JAMBS SLIDE SLIDE 3KSI MIN.CONCRETE 1Po"POWER3IRAWL PERMA9EAL TAPPER 1-1/2" �' 4 4 8 U 1J"O.C.MAX 175/0"O.C.MAX 3H8'MIN.A36 STEEL 1/4•20 SAE GR.6 SMS FULLTHREAD ENGAGEMENT 112" 4 4 NIA N/A 13'O.C.MAX 17Sl8"O.C.MAX �(e� G=0.55 MIN.WOOb N14 WOOD SCREW 7' 3/4" 4 4 N/A WA 13"O.C.MNC 17SI8"O.C.MFX � � 1�8"MIN 608}TS ALUM q14 SqE G0.5 SDS FULL THREAD ENGAGEMENT 1/P' 4 4 IUA NIA 13'O.C.MAX 17-51e'O.C.MAX I � � �,,.�,�,��,,,,� - �DtJFtA=S-TORM`SERIES-2000-SEC-T10NS&AN�HORIN�=Si�ANDAR�=5=PT-=L-OC—KS-- - - ::,��.-._. B9NNARDO�P.E._ __ � �. _,�?'N° a6 1��? �4 : * �� _, •W - JAMB TO HEAD ;�c��.. ZP'� TYP OF TION s�� I�'•.,�A9•.,. FLOR�� a�M 4 E,D, E.D. � 4810o EMBED. ��i F••.••..•• � �a � SEE NOTE�1 1 4" SHIM �'i,�FSSION #M�f � 2 7I8° �::.;;'��;:�. SPACE ��1�11111111111� (J� W u"'u�� 12 11 12 11 19 19 11 12 100 48 � W l U z �d�s /STRUCT. 4 5 EMBED. 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HOST o 1 3 1 4 5 5 INTERIOR L � 1 4 1 3 1 3�4" y m W o� STRUCT. �,i � � - o W W .�+°�3`� � � 50 4 5 r19 -- __ — — — 19� ;:; �� N��u� op $ � . 6 � 26 -- .r, ow?: � � o � O-� — 1 2 �o o€ � `.i �+ / - ^ �,Sp�� _ 66 � \ 3 � -- — -- �SX 75 SX 3 a c9 �}` Z EXTERIOR L i- Z . 58 16 15 15 16 56 S� � � F- � ACCESS = a 58 PACKAGE WIDT W o 0 COVER � � 7 w � � 34 35 11 12 12 11 34 35 � o u W � O = = w �O ROUGH OPENING G F N� = o � � w V' 20 20 1�4" SHIM � ¢ w INTERIOR = EXTERIOR Z � 0 15 16 (SO-SX-SX-SO) SPACE w o a�w a m `�' Zo ig w � HORIZONTAL SECTION � 16 is �Z �� ao � o � M 5 2"=i'-o" BI-PARTING o� o N LL ¢ = ss `� Z< g�� x �U � S7 SH � M �' "u'� Fa'��' Q M u F' �O � ¢o ANY ANCHOR ° � " � XX :EXTRUSION PANIC 55 � w d �z w z v i PER ANCHOR 5g � N � RELEASE � 1 3/4" u� �� V¢ i SCHEDULE, TYP. p m N XX X:EXTRUSION,MULTI-PIECE HE4DER ABOVE OO w a 3 0�� SHEET 5 � O1 INTERIOR � � vai w & PER N X X :EXTRUSION,OPTION --- Q_Q m X°' � ELEVATION. 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SEE SHEEf 11 FOR STACKED 60TTOM RPJL OPTIONS. , O J N��HIIIry11/1 ___' ' __'_—_' 1�: E._ _'_ __ D�JRA ScoNO NC`SER�ES 2000/3000 THRESHOLDS&ANCHORING— '��G� 964 .Q��'' FORALL7HRESHOLDANCHORAOEUE7AILSSHOWN ' 1�� HEREIN.6EESHEET6FORANCHORSCHEDULEAND CONCREfE, QUARRY 6*`�'' _'�. ALLOWPBLECONCRETEANCHORiYPES � � TILE, OR CARPET :.*'. �P ;W (TYPICAL) ' '�' 27 27 0 0 ��"',�'94 ' �• •^'"��.�`�o INTERIOR EXTERIOR �''.,, � �� EXT[RIOR INTERIOR 94 EXTEHIOR INTERIOR 94 INTERIOR EXTERIOR •�" ��`�a�� CONCRETE, — CONCREfE, }_ Z� j u�w€p � QUARRY TILE, � 'i i QUARRY TILE, �' [7 a a w W�d :[}.,: ' OR CARPEf .D' =':E.D:' OR CARPEi ' - E. _ - Zk No� _� - �-` 1YPICAL TYPICAL �E��D.�'�? �'E.D N ;f,. � � N � � ' ',i.° - ' .+.� ?i� N N WW � �95 31 - WM ;.0' 3 � \ \ }'q \ \ '�:" - .:h'S�' 1' 2c'�' ':.i;>2'?';�",� '.,s>� .f;�"' �r; :.a°' ,-..":;'', 29 31 ��"3 ., 0 5 31 0 - 0 31 d - o ,6��;.,,.;.:;.:,;-"� 'O- ��t m TAPEREDfEXTRUSION•. � m STANDARU.EXiRUSIUN, wN .�,..,, ,�� 33 m ,'`��.,.,��'""'-'r�� wv � SQUARE% BEVEL (EXTI,,.� 33 � SOUARE X SCUARE � 3Z � � ',TAPERED�EKTRUSION' � „''•,TAPEREO�EXTRUSION 32 33 ,iO.�O� w W (R E C E S S E D) w SOVARE X BEVEL (EXT1 W SOUARE X BEVEL ONT1 Q THRESHOLD-TAPERED EXT THRESHOLD-SQUARE THRESHOLD-TAPERED EXT THRESHOLD-TAPERED INT 3"=1'-0" 2000 3"=1'-0" 2000 3"=1'-0" 3000 3"=1�-0° 3000 o � Z�I ZJ _ . EXTERIOR INTERIOR o EXTERIOR � M �NTERIOR _ � 70P Of G o�u EXTERIOR 9[} EXTERIOR INTERIOR 94 INTERIOR TOP OF CONCRETE N o a v� FINISH FLOOR m o Z m�� ., y ..... 4��..,.. W Z� e w W •'E.�. 1�� ' _ �V ::i.'•: 'r.;'E.D `E.D:::= =E.D � Z N ' N - - e,:'�':,� _ .D �.E, '.i�:; w d ..� :�—`�.`.=:" r a �d�n � -�.ir -E�D;�=` D o ':� �•� \ _ IN ERIOR o o� N - (A Z :6��..;t'.?:c�'.`ir: � ;6 t t�•. ot ti •i�:'� ,:i� �n 29 31 0 28 31 - FLOORI G N -4�11�2°�t"s� zw \ �n ^1:'.. I W 7=• 6 W "•i: W p - ':•t.. '30 31 U _ � 0 '�> F ..R,r _ �E ED EXTRUSION/ 5�6�� •2 31 07 m � NP 'i„. U K Q � � '�TAP, IIO W Q ERE EXTRUSION � +SOUARE X eEve� oNr�' 32 33 � 33 33 ,�i1; - a a o w .� w DOUBLE BEVEL m '�'.�` LIMI7S OF. 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(APPLICABLE TO 3K51 CONCRETE ONLY) ¶q CLUSTER INTERLOCK CLUSTER MAX PACKAGE WIDTH � i ,��111111�IIf1fl// � DURA-STORM SERIES 2000/3000 EXTRUSIONS ;.,_-. � �°,'.E._ __ ___ ,�. EI�- ; - - .No ��j�: * � -•-I,.50�"�-.� *�... '�'��_: � � '° '• QDR�.�i��` � o.zso" , 7 ,,�'�,,�OFF' �' � � 1.735" 1.735"� 1.747° , 0.375" ��I��I� 1�1�,�O ^ r_�_,,�. STEEL PANIC '�� f� �,�� REINFORCING ZW z -�a�- � W= �( � . �� N.T.S. ASTM A-3G V LL w � �-- �a aW �� 1.735° � I.735� t m$W�S N e l � I o o . --{ ,.56a-t-- W� �W�3�m 0.093' a � � � � � u�i I� N C-'�3 � lV � � 0.093' N 0.093.'_ 0.093' - o w J 1 o.osa° 1 ��_ o.zs�• ___L oPA NI C� �o� o.,�o. 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S J��, ��T T 1�-W�T �s,�, ��--��-�'�� : ,o, L� �P�,:Z 0.500' � L0.500" 0.500'J 0.500"� 'lJ U� ,,�i'y9O� � �� `Jo COMPOIVENT COMPONENT COMPONENT COMPONENT o.,00"--�f-- o.soa" ' ,, � s.oao• �THRESHOLD �THRESHOLD �THRESHOLD �1 THRE5HOLD �THRESHOLD FILLER 'W� �;�LL'�o�z 0.100" � � �'� N.T.S. 6063-T6 '�'� N.7.5. 6063-T6 `��' N.T.S. 6063-T6 '�l N,T.S. 6063-T6 �� N.T.S. fi063-T6 � W=VX�'w �a '"LLW a< ��' eoo•J --{ �.�ss^ I-� --{ i.�as^�-- Z i m�W�8 Z$ ALT THRESHOLD z.000• 3 MIN.OF(2) W� �LL�3"� N.T.S. 6063-T6 /16"POP RNEfS N�� --� 1.7 3 5'�-- � 1.735"�- � 22"O.C. MA% .�i O� � 1�s.000' 17 � z.aao" a 0.096 � � 1.735"� 0.141"- 0.141•• 0.094" �- �� N .soo"1 17 23 � 96 � � `�' �ALT 7HRESHOLD MUNTIN BAR o - o.a9a" � �� o � Z Q�a N.T.S. 6063•T6 N.T.S. 6063-T6 N M w� o � 0 0.094• 59 � � a� a.soa- y o� M�a 21 p� oyLL 0.096" 1 60 61 y m m Z Q N�V � y� 21 m m F Q KV�p� �0.500' L L ' �� 'n 2 W 30 THRESHOLD '� '�75�f` (SERIE52000) (SERIE52000) �a p o N.T.S, 6063-T6 STACKED STACKED BOTTOM RAIL, 0 BOTTOM RAIL, O a 3 �a° 0.093� � BOTTOM RAIL� 0 BOTTOM RAIL� � N.T.S. 2-PIECE 6063-T6 N.T.S. 1-PiECE 6063-T6 � N m� L0.1 I6" 21 � '^ N.7.S. 6063-T6 N.T.S. 6 0 6 3-T 6 � W � � N N � N ��"'--y-1.500" `mo I � 1.735" r- --+� 1.735' �u .� O KEY STRIP m --� 1 7J5° �- MIN. OF(2) L � J/16"POP RIVEIS 94 N.7.S. 6063-T6 2.000° � L2"�.C, MAX o��y��a BOTTOM RAIL, 0 � _$ --� �.�as^{-- 0.120• N.T.S. 6063-T6 22 0.141" --If-- =�m��2� O.�4�„ U u u u LL LL � 17 ��c� 0.093" � � I.00O" I SOO" �n ' 0.093., m � 24 25 48 BRACKE 6063-T6 � 1.735�f+- � 59 n ucompl U��'��W � �� e�ien�coe� ��$�� 0.093" 2,2 60 61 �p�pueaeNo r,�'012 • rc ka��3��d�c 1.000" ^ Br011n1{e�OLLe r"�� I 0.188�� 22 � 22 y7 \S�'^ ��i 14-1856 I I Ml.ml Dnde M sca�e: 1.000"-r--� � 1 PAGEDESCRSPTION� A N G L E STACK E D STACK E D (SERIES 2000/3000) (S E R I E S 2 0 0 0/3 0 0 0) 100 BOTfOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOlTOM RAIL, SX/SO BOTTONi RAIL, SX/SO BOTTOM RAIL, SX/SO �pq N.T.S. 6063-Tfi N.T.S. � 6063-T6 N.i.S. 6063-T6 N.T.S. 6063-T6 N.7.S, 1-PIECE 6063-76 N.7.5. 2-PIECE 6063-T6 � � , �— ,a„wn�na. � �Dl7R�S�0-R S-ERI S 2U00/3000 DETAILS �'� ��• '� ••i,,o"��`�--� 1/4" TEMP 1n L�,��'2' � 34 41 4p o.o�"a�tvr afrxx�we _ b'?��^�, it�aa��R aaa�vr r� _ � '��c-...-- 76 99 46 ��4,� ANN VINYLE 90�*�:. �Tp � 97 55 91 3M GlA7_ING TAPE ''�A.9' ( y. �2 77 98 FULL LENG20 19 ��i0 ' 0.. .+�c��z 47 SETfING � � ��a�� SO PANEL e�ocK ��W€6 n SX/0 WIND CLIP Exr iNr Z� BALL U NTS SERIES 200D SHOIRE7A �� t m�Z$° SO PIVOT 70P DETENT TOP ryo�W�g A NTS SERIES 3000 P NTS SERIES 3000 G PANIC BOLT TOP 9z DUROMETER) WW ''W�3 V W NTS 3000 � �10 FH u3i«5S� � ° n STD BOLT TOP O1 " � SCREWS o w�' NTS SERIES 2000 3000 SEE 7�} 79 0 �o� � NOTE 1 �18" O.C. 35 1/4" TEMP ` � Q100"S�-0ASS IMF]dAYFR 'THRESHOLD 97 61 62 43 �i��' wEocE SO PANEL VINYL 90 p o 64 61 BALL DETENT 42 91 3M GLAZING TAPE o N n PANIC REINFORCING FULL LENG C o � n 50 PIVOT BOTTOM Q BOTTOM v NTS aoao zo \ i9 o Q E� NTS SERIES 3000 NTS SERIES 3000 SETTING - w 3—POINT 63 �xr e�ocK �� o o� N LATCH DETAIL ___ 61 (MIN 70 INT o� m N� Nrs s�ia 2000/a000 59 0� (72 SHORE A z a o'y° 38 (Q 62 9Z DUROMETER) �o Ng z� O � �Q n'NO 61 �10 FH N� �zw 36 nMUNTIN DETAIL 59 _ 37 � scREws �� p o �-� �i�" o.c. a a �Q o 60 � NTS swies 2000/a000 3 a� - 39 9/16" LAMINATED G wms 55 n STD BOLT BOTTOM GLAZING DETAILS ° N � G86 � NTS SERIES 2000/3000 NTS � �SX GUIDE/PIVOT BOTTOM PANIC ��`�'m�� `� Nrs 36 SERIES 3000 - 61 B 74 63 ��•� 61 Apt��aeNo\ �d�Z �7 SX PANEL 38 SECURITY 62 E�O�rnia nu� Q��"'�'�� HOOK 59 sr µ �10x3/4" �s�s��$ (Z i M41d Mde ue�CaeMl SMS HEADER 42 - oss" o.c. �� 43 79 ��a�i.2s„ € SO PANEL 6O 79 SX NO EEE FH SDS, 2" Q�� ROM ENDS 97 OPANIC REINFORCING ` & 100 , � NIS 3000 55 �MIDPOINT SECURITY HOOK PANIC 0 PANEL ANGLE �� N1s S[RICS 3000 SX PIVOT TOP H PANIC BOLT BOTTOM U MUN71N DETAIL O NTS sERiEszoa ��s�s� (SX-50 INTERLOCK) � NTS SFRIES 000 3000 NTS 3000 NTS 3000 ��$�� 0 PANEL 48 FASTEN W/ �'tOx3/4 FH SMS, � � l.4-LH$6 (4) TO BOTTOM RAIL, (3) TO 49 i sc��e: . THRESIIOLD I PACFOCSCRiPTION� NOTES THRESHOLD t}8 SX PANEL , 1 ITEM 74, "STEEL PIATF.-PANIC REINFORCING", IS COMAINED WITHIN VERTICAL STILE, HAS A ///�� 9�} MINIMUM LENGTH OF 48", AND IS CENTERED VERTICALLY ABOUT CENTERLINE OF HORIZONTAL n 0—PANEL BRACKET I �( �SX GUIDE/PIVOT BOTTOM � ^ MUMIN. ITEM 74 IS FASTENED AS FOLLOWS: SINGLE ROW �10 X 32 X 1/2" FHTCMS � 6" OC. 1 U NTS SERIES 2000 Lnl _ NTS SERIES 2000 (O-SX INTERIOCK) � i -—� �- ,,,,a�onnin,,, 1-- — - NtiARDO,-P.C.--"---__ i bURA-STORM SERIES 2000/3000 BILL OF MATERIALS - -�,,.,��e�r�,� �006549N�ROO,0.E,- --__� '`'�� '• 0 '�5,2 BILL OF MATERIALS BILL OF MATERIALS r,,;�r�`�'�' qg a. '� REFERENCE DESCRIPTION REFERENCE DESCRIPTION : ; NO•�� `---V 1 Extrusion-Jamb-4 1/2" 46 Component-Ball Detent ":*�'•. S�P�� N� c � otl � 2 Extruslon-Jamb-6" 47 Component-Detent Block �%,'�,9'•• FLOP��' �M� � 3 Extrusfon-]amb-Insert 48 Component-Bracket-O Panel ��''��F8310NP � w��o ^ 4 Extrusion-Header -1 PC 49 Component-Bottom Guide-SX-2000 ��Ni��a�� ZuJ z LL�a 3= � >�,�W€�v 5 Extrusion-Header -2 PC 50 Component-Load Wheel-Steel/Aluminum/Plastic a 6 Extrusion-Header Cover- 51 Component-2-PT Lock-Cylinder-Adams Rite 1870 Z� t m e w�� 7 Extruslon-Top Rall-SO Flushbolt,to be used with A.R.4015 bottom bolt. W ,�,W�3�w 8 Extruslon-Top Rall-O Component-2-PT Lock-Thumb Turn-Adams Rite 1870 3�-�� 9 Extruslon-Top Rall-SX SZ Flushbolt,to be used with A.R.4015 bottom bolt, o W� � SO Extrusion-Top Rail-SX Component-8 Ply Hookbolt Lock-Single Action- `D o d 11 Extrusion-Stile,Narrow-Fixed 53 Adams Rite M518505-050(Deadbolt),Used w/Adams ` 12 Extrusion-Stile,Medium-Lead Rite 4015 and 4016 Bolts 54 Component-Exit Indicator- 13 Extrusion-Stlle,Narrow-Pivot Component-2-Pt Panlc Device-Adams Rite G86 with m 14 Extrusion-Stile,Medfum-Pivot 55 concealed vertical rod(top/bottom)and latch assembly. � � 15 Extruslon-Stlle,Narrow-Lead � �' W 56 Component-Pile-Adheslve/non Adhesive backed C o � 16 Extruslon-Stile,Medium-Lock 57 Camponent-Brush-Sweep �o a V� 17 Extrusion-Muntin BaryStacked Bottom Rail Part-2" w o W w 58 Component-Foam elock- � o o u 18 Extruslon-Muntin Bar-4.25" o� m�a 59 Hardware-Tie Rod-Plate f v�� 19 Extrusion-Glass Stop Z� o 0 60 Hardware-Tie Rod-Nut-5/16-18-Steel =�. ��w 20 Extrusion-Glass Gutter u �z� 61 Hardware-Threaded Rod-5/16-16-Steel r a �a�,� 21 Extrusion-Bottom Rall 0-4" � �,o o�z 22 Extrusion-Bottom Rall SO/SX-4" 62 Hardware-5/16-18 -Nut-Steel �� o 23 Extrusion-Bottom Rail O-10"-2 PC 63 Hardware-Tle Rod/Rail-Plate-Steel �3 �n o 64 Hardware-7/16-20]amb Nut-Steel � 24 Extrusion-Bottom Rail SX/SO-i PC-10" k �,m a 65 Hardware-7/16 SO Pivot Pin-Steel 25 Extrusion-Bottom Rall SX/SO-2 PC-10" N w � 26 Extrusion-Hanger- 66 Hardware-5/8-11 Nut-Steel � '" 27 Extrusion-Threshold•Filler 74 Component-Steel Plate-Panic Reinforcing(48"Min.) 28 Extrusion-Threshold-Dbl bevel-6" 75 Component-Key Operator-Adams Rite 29 Extrusion-Threshold-Sq/Bvl-6" 76 Comppnent-Lock Flange(Int)-"Wind Clip" Q w��""��o 30 Extrusion-Threshold-Recessed-4.5" 77 Component-Lock Flange(Ext)-"Wind Clip" `e o��oo� 31 Extruslon-Threshold-Core 79 Component-Muntin Clip(with Panfc) Q o' o m m I 32 Extruslon-Threshold-Square 90 Glazing-Wedge Vinyl-RM270864 by Trelleborg rKunucrwrv�yp ��"� 33 Extrusion-Threshold-Bevel 91 Glazing-3M Tape- ��bj,��`w�� o t��i�� 34 Component-Top Pivot-50-3000 92 Glazing-Setting Block- +«.Pn•KN• '-0 2 .07 E�pintie�DW o .�� 35 Component-Bottom Pivot-SO-3000 94 Extrusion-Key Strip e �5�..� ..�. ��b� 36 Component-Bottam Gulde-SX-3000 95 Extrusion-Threshold-Sq/Bvl-4.5" a�i.e�o.ae S2 w �$$��'� 37 Component-Throw Bolt-Std-Adams Rite 4015 96 Extrusion-Bottom Rafl O-10" ��r r � 38 Component-Top pivot-SX ��§�� 97 Component-Ball Detent-SO 39 Component-Gulde-Throw Bolt-Adams Rfte 4015 gg Component-Throw Bolt-Std-Adams Rite 4016 14-1856 40 Component-Ball Detent-Std scn�e: _ 41 Component-Detent Block-Std 99 Component-Gulde-Throw Bolt-Adams Rlte 4016 PAGE�ESCRIPTION� 42 Component-Security Hook-Std S00 Extrusion-1"xl"x3/16"Angle 43 Component-Backing Plate-Security Hook NON-C�LL OUT PART #S FROM 4h,q5, 67-73, 78, 80-89 �RE NOT 94 PART OF BOM f� � "1 I (�4 �� tr i • �I � , / � M',IAMI•DADE � � MIAMI-DADE COUI�fTY • PRODIJCT CONTROI.SECTIOIY I 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY ANA ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINiSTRATTON DIVISION T(786)315-2590 F(78G)315-2599 N,OTICE OF ACCEPTANCE (NOA) www.iniamidAde.gov/ecouomy Schlage Lock Company 6810 HillsdaEe Court Indianapolis,IN 46250 SCOPE: Tliis NOA is being issued under the applicable rules and regulations governing tlie use of consttvction materials.The do�cumentation submitted has been ceviewed and accepted by Miami-Dade County RER-Product Control Section to be us'ed�n Miami Dade Coun and othei•areas where allowed b the Authori Havi ty y ty ng 7urisdiction(AHJ). Tl��s NOA shall not be valid after the exp�ration date stated below. The Miami�Dade Coiinty Product Control Section (Ir�Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or�material tested for quality assurance purposes.�f this product or material fails to perform in the accepted manner,the manufacturer tivill incur the expense of such testing and tlie AHJ may iminediately revoke, modi£y, or suspend the use of�such product or material within thei�•jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to�neet the requirements of the applicable building code. T�is product is approved as described herein,and has Ueen designed to comply with the Florida Building Code, m�luding the High Velocity Hurricane Zone. D� EIISCRIPTION: SteelCraft H Series Double Flush Outswing Commercial Steel Door�v/wo Panic Exit LMI �PROVAL DOCUMENT:Drawing No IItF-D07 Rev K,titled"Steelcraft H series pouble Flush outswin " sheets g � 1 t�hrough 13 of 13,prepared by the manttfacturer,dated OS-20-07 and iast revised on 08/30/15, signed and sealed by Tl�omas Gordon,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expuation date by the Miami-Dade County Product Control Section. MISSILE�MPACT RATING:Large and Smal!Missile Impact Li itations: 1.�See Design Pressures,Sizes,Hardware and Water infiltration(Threshold types)limitations in sheets I,2 and 5 of the drawings.I.ower design Pressure shall control the assembfy. 2.�ElFom P200(Polyisocynurate)is by Elliott Company of Indianapolis. 3. se of Ives Viewers(model U696/U698)is limited to+/-75 PSF. 4. Electrical/Electronic functions and Fn•e ratings are not part of this approval,such functions to be revietived and i approved by AH7. LABELING:Each unit shall bear a permanent label witli the manufacmrer's name or logo,Cincinnati,Ohio and Series � . �� and following statement. Miami-Dade County Product Control Approved ,unless otherwise noted hec•ein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in��he applicahIe building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materiais,use,and/or cnauufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sa�es,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. � � , 1�DVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the ex�i . . . . . iration date may be d�splayed m advei�tismg l�tec•ature. If any portion of the NOA is dispfayed,then it shall be done in F�ts entirety. I1�SPECTION: A copy of this entii•e NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins ection at the'ob site at the re uest of the Buildin O�cial. P J q g Tli�is NOA revises&renews NOA#13-1217.17 and consists of this page 1 and evidence pages�1,E-2 and E-3,as w�ll as approval document mentioned above. T i�e submitted documentation was reviewed by Ishaq I.Chanda,P.E. � 'NOA No. 15-0930.05 h11AMl•DADECOUNTY Expiration Date: May 05,2017 , � �I ApprovalDafe: Apri128,2016 ��`��, Page 1 ; I J i � I ' I � � � � �chla�e Lock Comnany N9TICE OF ACCEPTANCE: EVIDENCE SUBMITTED � � A. DRAWINGS 1. Manufacturer's parts and sections drawings(Submitted under file as below). � 2. Drawing No IItF-D07 Rev K,titled"Steelcraft H series Double Flush outswing", sheets 1 through 13 of l3, prepared by the inanufacturer, dated OS-20-07 and last revised on 08/30/15, signed and sealed by ,�I Thomas Gordon,P.E. B. TESTS (Submitted under files#13-1217.17/#12-03Q5.13/#10-0209.06/#07-0829.03) � 1, Test report on I 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pxessure Test,Loading per TAS 202-94 3) -Large Missile Impact Tast per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Foreed Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of Single outswing steel doors w/ Stainless • steel continuous Hinges & modified Hat stiffeners, marked by Certified Testing Lab, Test Reports No(s). CTLA-3045W dated February 16,2015,signed and sealed by Ramesh Patel,P.E. 2. Test report on 1) Au Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 - 3) Large Missile Tmpact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double outswing steel doors w/CVC panic exit and Peep hole,marked by Element Material Technology, Test Reports No{s). ESP011623P dated May 14,2013, signed and sealed by Jason Sheen, P.E. 3. Test reports on . 1)Unifoi7n Static Air Pz•essure Test,Loading per FBC TAS 202-94. 2)Water Resistance Test per FBC TAS 202-94 i Along with marked-up drawings and installation diagram of double steel commezcial doors, prepared by National Certified Testing Laboratories Inc., Test Report No.NCTL-210-03-0514-11, dated August 31, 2004 , NCTL 210- 03-351.1-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08,all signed and sealed by Gerry Ferrara,P.E. " Note: Test report No(s}; NCTL210-3549-1 and NCTL-210-3511-1 have been revised by an addendum letter,issued by Lab,dated Feb. 04,2009, signed&sealed by Gerard J. Ferrara,P. E. � 4 Test report on , 1) Air Infiltration Test,per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniform Static Air Pressure Test, Loading per TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 ' S) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per PA 202-94 . Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No.NCTL-210-3580=2, dated March 25, 2009 and NCTL-210-335'1-1,both signed and-sealed by Gerry Ferrara,P. E. L ��,�.�- I haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0930.05 Expirat'ion Date: May 65,2017 Approval Date: April 28,2016 I E-1 i I �I � • � I , � I . � �I il �;Schla e Lock Com an '� NOTICE �F ACCEPTANCE: EVID�NCE SUBMITTED iB. TESTS (continue) � 5. Test report on(transferred from file#47-0829.03) 1) Air Infiltration Test,per TAS 202-94 � 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Lazge Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ; 5) Forced Entry Test,per PA 202-94 ; Along with manufacturer's parts and section drawings of double glazed outswing steel doors, marked by Certifted Testing Lab,Test Reports No(s). CTLA-776W dated February 20,2002, CTLA-975W ciated Jan 23, 2003, CTLA-882W dated Aug 29,2402, CTLA-1035W dated May 28,2003 and, CTLA-1086-W dated Nov. 17,2003 and CTLA-].107W-3 dated June 30, 2004, all signed and seaied by Ramesh Patel,P.E, Note:Test report CTLA-1035W has been revised by an addendum letter dated Feb 20,2009, signed and sealed by Ramesh Patel,P.E. 6. Additional Reference test report No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: 1. Anchor verification calculations per FBC 2014(S�h Edition}dated 08/30/15,prepared, signed& sealed by Thomas Gordon.,P.E. 2. Hinge Load Evaluation report dtd O1/04/04,prepared, signed&sealed by Thomas Gordon,P.E. � . QUALITY ASSURANCE BY , 1. Miami Dade Department of Regulatory and Economic Resou�-ces{RER). �s . MATERTAL CERTIFICATIONS (items 6 thru 9,submitted under file#10-Oz09.07) 1. Material composition&Flammability properties and Material Safety Data sheet of Pyrophobic P25C-60 core by Pyrophobic System LTD, dated DEC O5,2010,issued by I. Zhvanetsky, chemical consultant. 2. Material composition&Flammability properties and Material Safety Data sheet of Calcium Silicate mineral block,issued by Maishfield Door Sys,Inc.,Marshf'ield. WI 54449. 3. Test Repoit No. 12-11177,Nov 29,2012, issued by Commercial'�'esting Co. for"Surface Flame spread&Smoke density Chac•acteristics of Building nnaterial"per ASTME84-12 for "Elfoam P200",issued to Elliott Co. of Indianapolis Inc. 4. Test Report No. 16206-122543 (1015P200(3)), dated Novembex 29,2004 for"Surface Burning Characteristics of Bldg. material"per ASTME84 and self-Ignition per ASTM1929D for "Polyisocyanurate"issued by Omega Point Laboratories,Inc.to Elliot Co.,Indianapolis,IN. 5. Tensile test report#CTLA-776W(0194I�,dtd 02/25/02 prepared by CTL, Axchitectural i Division, sheet samples,tested per ASTM E8, signed&sealed by Ramesh Patel,P.E. � 6. Test Report No.3094867SAT-001,April 13,2006,issued by Intertek for"Suiface Burning Chacacteristics of Building matarial"per ASTME84 and self-Ignition per ASTM1929D for"EPS", issued to Falcon Foam,a Div, of Atlas Roofing,re-named as"ATLAS EPS' �j�cw � ��hK�i!— �sl h�aq I.Chanda,P.�. � Product Control Examiuer • NOA No.15-0930.U5 Expiration DTte; May O5,2017 • Approval Date: Apri128,2016 I��i E-2 � � -- - -- - . , i i chlage Lock Cflmnany I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I nE. MATERIAL CERTIFICATIONS (continue) 7. Tensile Test reportNo. A103W1�Tes# 1,2 &3 dated 23 APR 03 per ASTME-8 for steel face ' , I sheet,prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel,P.E. 8. Test Report No.3094867SAT-001,April 13, 2006, issued by Intertek for"Surface Burtaing » Characteristics of Building material per ASTME84 and self-Ignition per ASTM1929D for "EPS",issued to Falcon Foam, a Div of Atlas Roofing,re-named as"ATLAS EPS'. F. STATEMENTS: Except items#l,balanced items submitted under files referenced above. 1. Letter of conformance to FBC 2014 (5'h Edition}, dated 08/30/15-,prepared,signed anc�-sealed by Gordon Thomas,P.E. 2. Statement letter dated Nov. 26,2013 issued by Ingersoll-Rand for name change, signed by Jim Donlan,Compliance Engineer. ' 3. Ingersoll—Rand press release, dated 12/10/12, integrating the brands of Ingersoll—Rand and Schlage among others. 4, Deparhnent of State Certification of Reinstatement for SCHLAGE LOCK COMPANY,LLC as a Iimited liability company, active and organized under the Iaws of the State of Florida,dated 03/17/06 and filed with the Secretary of State 5. Certification of Formation dated 12-08-2003 of Schlage Lock Company,LLC, issued by Secretary of State of Delaware. , 6. Statement Ietter of conformance to FBC 2007 and no fmancial interest,dated FEB 02,2010, prepared, signed and sealed by Gordon Thomas,P.E. 7. Laboratory Compliance statement issued as part of fhe above test reports. I S. Addendum letter dated DEC 19,2011,issued by Certified Testing Lab verifying wire anchors, strength of grout, stud anchor, Strike plate and MA series Mortise Lock, supplemented w/ marked-up drawings, signed and sealed by Ramesh Patel,P.E. I 9. Letter of certification dated 04/20/10,issued by IngersolI-Rand for electronic CO lock series mechanical/functional parts same as AD,ND and AD-M series. G. OTHER 1. This NOA revises &renews NOA#13-1217.17, expiring on OS/05/17. 2. One year conditional approval, subjected to successful verification test.. 3. Request for 1-Year renewal by Schlage Company dated 02/02/16, signed by James Donlan. 4. Test proposals#14-0252, -0254,#14-1086,#14-0254-R1. and#12-0797R a roved b RER. I pP Y 5. Consolidation Test proposal#06-2468, dated 04/27/07 approved by BCCO. 6. Previously consolidates NOA(s) associated with this�les are NOA#10-0209.07, 07-0829.04, 02-0712.01, 02-0712.03, 03-0908.03, 04-0203.03, 04-0303.03 and OS-0103.01. 7. Technical brochures of butt Hinges,continuous Hinges, Schlage&Falcon Mortise Locks, Supplied by Schlage Company(former Ingersoll-Rand). �SL►...g �, �.�,,.� I aq I.Chanda,P.E. Product Control Examiner � NOA No.15-0930.05 � Expiration Date: May 05,2017 Approval Date: April 28,Z016 �-3 t.ux.uNirvnon+�rw.=ioo• n+nx.uraRwion+nv.=too• ruxuNrrwiotr+tvr.=�oo� onnx.unir.montivr:�oo�. - - - -R-E=V=I=S=I��"fJ -- _ -- _9R_MA%_�OORflPEWN6.WIDiFL __ - - 86'MN(rDOONOPENRriiW107M "98`MNCOOOROPEMNGWIQiH'— f18'MAX.00OROPENINOWIDTH -G —_^__-____'_ eBOLTBE � �MOOCKE SBOL76E � pRCYLINORICAI SURFACE GVLINbRICAL 9URFACE CYLINORICAL ��1111D '��/�� LTR DESCRIPTI�N DATE APPROVED OLTe '�'� LOCK � �� •••••�.y ��i� p qppROVRL DVG YMF OS/20/07 i ` Q• ENSE � � �� C � � � E REVISED DVG YMF 02/2B/OB � i 'n, w I w w w I � /18� � s = I s I = i _ F REVISED DVG YMF OS/30/OB � Z � � � �1 i Z - ;GordonTho�e,P.E. 0�- G REVISED PER_HDBLCO YMF 02/06/09 - ? Z _ - ;3769BIosaom�wrt W • � � w __—I_—_ a __—I_—__ � __—I_—__ � __—I_—__ � Ffonda�OH46oG0 .;�` H REVISED DVG YHF 02/OS/10 a - _ � i � i O i 0 i � � , . � J REVISED DVG YMF O9/06/SU t- p ��'y�- �' a �� f�t �p l�{ (� L�{ �� ''•�CORIOP;.•'�G\\�� K REVISED NAME JPD 11/01/13 z O � INACTIVE ACTNE ^ � � p INACTIVE i ACTIVE g � g IMACTIVE ACTIVE Oo INACTNE � ACTIVE ��S'S� E��.� � � � � � � i � ; '��,�NA�"�� L REVISED DMG JPD 02/O1/IS , � � M REVISED DWG JPD OS/09/1S � � m � i �—L � � L � � L , 1— � eJ DE7AIL'C'MEETIN6000RE�OE9 YE86 Pf1E6BUpeMN10p6F tf OESIONPIiE9BUflEMTIX PBF pE61��11E55UXPMTuIOPeF 2 DESIONPIIE66UPEMiWOPDf DOORCONFIOUFATION5;I,Y,J,/ DOORCONFIGURATION$:6,8,9fi11 YMFAEWAIEN EF iEA o 1yryEpEW�TCq NE 111EX {yMFpEW�TEq fl y WNEftEWMFN ENE TER LASTPAWLON VONDUP(YINREMOVABLE IMILIPATION MiiLlpAlpN � VlFRifNT10N INiR1fUT10N � Wi0.7NATI0N INiRTMIqN g INFIL1Ml10N UIFlLTRIITION �Np�ryE�� IIARDWAREMULLIONS pEWPIfiMEM PEpU�nEMENi � pEONR[MCNT 11FAUINENFNf flEOUGiENENi PlOUIRFNFM p IiEGUIXEMENT NEOVIqENEM 7 IfNlE�ED 19M XEEOEO IBNEEDEO IB NEEDlO I!N[EDEO IB TNEEUEO 19NEEOEO IH NEEDEo t7 t75 Z t t55 3 t65 5 4 f75 t75 a,i„� !l2TA9�Ea BEETABL[� BEEiA9LEi BE6T/�912� pEET�BIEi SEET�BIE� lEET19LE] 9EETIIBLE� p�p�p� ONelrt.p ONBHf.! ONlNf.! ONBHT.n pNBM.e ONlIR.E ON9NT.6 ONSNt.! MNCUNITWIDIHTYP:100' —MAX.UNITWIU7HTYP:400' MA%.UNRWIDTFITYP:IUO' —MAX.UNITWIDTfiNP=100' '�M 96•tilA7(.ppOROPENP7GWIDlry 9GMA7(.DOOROPENINGWIOIH 9B'MA%DOOROPENMGWIDiH 96'MN(,DOOROPEMNGWIDTH R�� NIM E%fi �RIM FJfIT RIM E%IT � RIM EMIT SURFACE SIIRFpCE CONCEALm CONCEALED VERTICALqOD �RTICALkOD VERTICALHOD �ERTICALHOO �� K� S � I � E)(IT E)OT � EXR � w�om� � � � � i F ��' y� I = I � � S � �' REMOYABLEHARDWAREMULUON � Ur � W I � � II BEESHEETI3 � 2 2 t = 2 � 2 � - (q � � I' DOORCONFIGURA710N5:78B OOORCONFIGURATION:70 � a ----- ----- a ----- � 2 I �! NOASTIiAGALINOMl1LLI0N FIXEDHOLIOWMETALMIIWON � - ----- OOTH DOORS ACTIVE = O O "—'_ "—__ Z _____� t ^a A-0 W �� id �36 �P ��. �� O �a ' I � o g K �o y � to muum °1f^110 urww � � �Qz � �(xl � ' p Wf3VING Y p uul�w � �� M Im � � � EM7ER100. L'(TERION p�rm� 1_� L � � r,� { � � � L RCTIVE /�CiIVE Q UE910N PNE89UflE MTNO�P8F DE&ON PNE!!UR!MlINO,PSF �(W1IEPEWAiFA YI'IEPlW�IEIi 8ynlppeWATEA W1IEPEW41Eq pEb10NPNEe6 PEMIW0.PSF 0l61GNPPE66UPE�OPSF af�� wrarn�Tron usaramoN f INi1L1MilOH INiRiPATON Q F� PEOVIf1E61[Nf HEpU1NEMEfn ES pQOtINEMFNT PEqV01FHENi Y�EREW�TEfl R WMEPEWIITEP MEP� I�NEEOEG I9 NEECED �9NCEOm I!O NCEOEO 51 INFRTUTtlN IMATpAT10N � INFM11flAT10N INFRTpATON 5 ns �flEpUMFNEM NEp11WEMFM REOVYiEl1ENf REpUIqENENf * t9� 8 19NEEOFn p NFEDlO 14NEPOEO Ie NPPDCO FU(EDHOLLOWMETPLMUWON •BEENOiE� t � *70 SEE811EET96612 �EETI19IEi BEETi18ll� ONBMEEi! CEET/�BLE� 6EEiAHLE� 7 8 oxexve oxexce o e e onexr.s t� *7� ��O *�O COMPLIANCESTATEMENT: eeeTne�ea BEETl9lE� eeer�eieo e�r�e�� —N✓acuNirwion�Tvp:toa �,ux.uNirwioni=�oo• oxewr.e ONBXT.6 oNexr.e oNexr.e 1.THE9EPRODUCTSHAVEBEENTESTEDTOHVHZPROTOCOLS7A5201,2048 —es�nwcoo0naveNiHavnmx —nux.tmiiwion�ivp:too�— 203-96ANDCOMPLYWITHTHECURRENTFLORIUABUILDINGCODE. n1nE6POINTL�TCNINo WIpOWMENULLION 86'MA%.OPENIN6WID7H —B6'MA)C.DOOROPENINGN70TH n{aee rrnNr urcxixo Fueo xouow + PFtODUC f RF.VIC6p METALMULIIdI e.�o RIM FXR �j}RIM EXR NOTES: "ii" M aMV�Yj��C+�•Ilh the F'brldi, 1.INTERIOR VIEWS ARE 6HOWN FOR ALL ELEVATIONS(OUTSWINO DOORS) b'd'H"6 Ca1e 2,SEE TABLE 1 ON SHEET 2 FOR HARDWARE APPLICATIONS AND LIMITATIONS $ � ' F� i � F�V��ue Nu I D O.OS S 93 3.3EE 9HEET 3 8.19 FOR HINGE REQUIREMENTS n' Gi c� w M`�"��KO Si Zal�] A.SEE SHEETS 4 8 74 FOR ANCHORING TYPES AND LIMITATIONS � � s I � �� `,�5�� 5,SEE SHEET 5 FOR WFATHERSTRIPPING INSTALLATION DETAILS ANO � _ � � Z --= LIMITATIONS � ' - Ueda�iwhct-�'ishp{� � u7a7 ---- � _____ ____ � B.SEESHEETS3,4AND3FORSILLINSTALLATIONINFORMATION zo � ----- ----- F � � O p . � HENU RADIUS Z a o� +o g� � �'f� MANUFACTURING FACILITYi � ❑ Qp o o STEELCRAFT � � Y4� o � SCHLAGE LOCK C�MPANY, LLC i � � 681D HILLSDALE CDURT 9017 BLUE ASH R�AD � � ' � ��.: -� 1NDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 � W " � "�`� � THIRO ANGLE PROJECTION TITLE:STEELCRAFT H SERIES DO B�E FLUSH OUTSWING COMMERCIAL STEEL DOORS WI7H/WD niv��ii � ORAVN DATE WITIIOUTPANICE7(ITOEYICE9 ir �- � r- =;r YMF �� MIAMI•DADE COUNTY PRODUCT APPROVAL wwonro�ceevnrx xnnowu�uv�uoH CHECKcn FLUSH OUTSWING,DOUBLE DOORS AND HARDWARE CONFIGURATIONS. S OEfiIONPAEb5U11EMTP10�8F ae•nuxwioni -arnux�+non� pESIONVPE89UPEMIWO,VSF YlNtl1EW�1eq Wn[NlW�IEP 1HpEEpOMiLATCNIN0i1%EOHOLLOWMRALMULLION a WNEIiE I1TEN [xeW�lu� �arwnox wvam�nax OFAIOHPRE9SVREMTLYO.PSF � ��'+�dTw'naN ix��Tw�nox APPROVED SIiE FL11 DVG N0. REV PEOUIPEIIFNi PECIfWENENT s � qEOUIMFd1FNf NEpU1NENFNT IRFD07 9 I6NEECEp 19 OTNEECED � WXEamWEA�IM�RU�N WI�NE�WNE�PI�N iqN� ISNEFDEO 19�{OTNEEOm AA �� 8[tAeoiEa 6EE�n710� P f]Q 7 +70-55 +70-55 ENG.APPVL ON6NT.6 ONBNT.B �0 BEETABLE]ON6H7.6 gEETIIBL*E70 BM.! �ONEMf�l� �ON6�MT.6� JPD INIEN) SCRLE� NTS AUT❑CAD SHEET �I � 1 A 1 lY — —-- —Mexlmum�0esigrtPressure--M�ci��oorOpening = —R—�E=V�I=S=I=l4=rl=S-----__ — DOOf PSF SIzB�fll. TAB�E � Locking Hardware Descrip6on Comments �LTR DESCRIPTION DATE APPR�VED Conflguralion A APPR�VAL DWG YMF OS/20/07 Posltive NegaUve Width Helght Hardware Family ModallSerles SVike Models Brand c REvtsen nWc RnP t2iaaio� , L/LV9400/AD MD 14W2 Schlage Funclion wilh deadboil, D Rev[sen DWG YMF ovl6/08 , 1 75 75 96 96 MOdISB LOCk 3/4°min.lhrow latch& E REVISED DWG YMF 02/2B/08 I M ANSI Falcon 1"minthrowdeadbolt F REVISED DWG YMF o5/30/08 2 55 55 98 98 CyIIfIdllCel Lock AL 14025 Schlage U2"lhfOW 181Ch G REVISED PER_MDBCCD YMP 02/06/09 H REVISED DWG YMF 03/]B/09 3 65 65 96 98 Cylintlrical Lock D/ND/AD CYL 10.025 Schiege 1/2"Ihrow latch J REVISeD nw� YMF a4i06/to K REVISEO NAME JPD Sl/OI/13 D/ND/AD CYL 10-025 Schlage 3/4"lhrow latch L REVISEn nW� .lPn 02/oV15 4 75 75 96 BB Cylindrical Lxk T ANSI F01COn 314"thfOwlatch M REVISED DNG JPD 02/01/15 5 90 90 g6 96 Rim Exll Douce W'98l�39(F) 909/954 Von Duprin for palrs use(KR)9954 SEE N01E 4. SEE NOTE 4. mullion by Von Duprin 98/99(F) 299F/499F Von buprin tor pairs use(KR)9954 8 70 70 96 96 Rim Exil DeJce 88-F 288 Von Duprin mullion by Von Duprin 98f9927(F) Z99F/499F Tap,304L/248L4 Von Duprin 7 70 70 gg 86 Surface Ve�tical Rod Exit Boltom Deace (F)2SV 3788Top,2130Bollom Falcon \��i�� 8 70 70 98 gg Concealed Vertical Rod 96l9947-F 338 Top,385A Bottom Von Dupnn �` � ,.•��FN, .y �i�� Exit DeNce � �,�� Scc ;�.f��' F-25-C 4188 Top,2130 Bolfom Falcon _ °•46>>d B 70 70 98 90 9819957(F) Z99F/499F Top/Middle, Von Dupdn for pairs use(KR)9954 �l�•�� Three-point Lalching 30qU248L4 Botlom mullfon by Von Dupdn �� DeNce ordo�i�i' �p E. ;�f� 10 70 70 48 96 98/9957(F) Von Du rin See nate#2 '� o � 299�l499F Top/Mlddle, e'�d °`� '' �li� 304U248L4 Boltom P Fa ��a G�� 11 70 55 96 96 RlmExit�eWce (F)2&R 299F/499F Falcon �rpairsuse(KR)9954 ��111111�� mullion by Von Duprin I � � I � � � � i ' . � , i raooacreevtsen n+cuMplyl��wilh IYe F7prldt, 6�WIn�Cod� Anep7weeNe 1S-Q9gn.0Y' B�Da��1w iht� lSk. �.t�..,�.. : � .a�e ��, BEND RRDIUS NOTES: SCHLAGE L�CK COHPANY, LLC MANl1FACTURING FACILITY� 6830 HILLSDALE CDURi STEELCRAFT 1 FOR DOOR CONFIGURATIONS 1,2,3,$4,INACTIVE LEAF REQUIRES IVES SB360 SURFACE BOLTS IN TOP AND --�- [NntnNnra�is,IN 4625D 9017 HIUE ASH ROAD CINCINNATI, OH 45242 BOTTOM THIRO AN�LE PRUJEC710N �17LE; SlEELCRAFT H SERIES OOUBLE FLUSH OUTSWING COMMERCIAL SiEEL DOORS 1N7H AN� 2.DOOR CONFIGURA710N 10 IS USING FIXED HOLLOW METAL MULLION BETWEEN TWO DOORS DRqVN DA7E WITHOUT PANIC E%IT DENCES 3.SEE SHEETS 7 THROUGH 12 FOR LOCKING HARDWARE AND HARDWARE MULLION DETAILS YMF ��°� MIAMI-DAbE COUNTY PRODUCTAPPROVAL CHECKE➢ FLUSH OUTSWINO DOORS AND HARDWARE CONFIGUftATIONS 4.DOOR CONFIGURATION 5 IS RATED FOR MAXIMUM DESIGN PRESSURE t90 PSF WHEN WATER INFILTRATION COMMERCIAL DOOR OPENING DOUBLE FLUSH OOORS. REQUIREMENT 15 NOT NEEDED,WHEN WATER INFILTRATION REQUIREMENT IS NEEDED,IT IS RATED UP TO+75 PSF APPROVED srzE F�ar 04G N0� REV WHEN USED WITH SEALS BY ZERO INTERNATIONAL AND NATIONAL GUARD PRODUCTS(NGP)(SEE TABLE 3 ON SHT.5) IRFD07 M 5.SCHLAGE AL-SERIES CYLINDRICAL LOCK(door configuration 2)IS LIMITED TO f55 PSF MAXIMUM DESIGN PRESSURE E"JpJj` SCALE� '°"�°' NTS AUT❑CAD SHEET 2 oF 14 ---- unn nvFae��_��N�r vuioirt.�o� � r -—— —==R=E=V I=S I�=N=S---= IIIIII A GROUT FlLLED FRAME AND BLOCK Wp i `�� O ��r ��i� � � —R-E—V'-I�S�I-�=N=S-===--_-----_ ❑ B❑ C Q"O''��,1G[NS � LTR DESCRIPTION OATE RPPR�VED 1YOD�S7UD ANCHOR � STEEL SND ANCHOR ` �•�9�� 11P TD 75 PSF �p• UP TO 75 PSF up TO 75 PSF \ O;' ? ID2 � ;p� e• B• I •.9�%� A APPppVAL DNG YMF 05/20/07 M� iD3 uA1C � , f10.467 0 �/ C REVISED DVG RqP 12/03/07 T ,,.,Q� r v�%+��I 7I �I D REViSED DWG YMF 01/17/OB p. 98'X98' 24'O.C. F 11NOAIUAI OWR uA%. 86'X98' YAX. BB'%88' 21'0.Q ".�n' T�.: � OPENING � � NApMUM DOOR �-. MAlUMU1A DOOfl Mix' J.�pon o as-,f�+E D 1�((/ F REVISED DVG YHF OS/30/OB J,WB BASE N7WOR � OPENMC 17.8'O.0 OPENING �T�Jy��F �$�/: -r- gi�psso G REVISED PER_MDBCCO YMF 02/06/09 w.�ie•x�m t.e2e• b u�x. 2Y aa R4�bT H�.,�t10P.•.�'��• '� s4'o.a uu�,we[nucNT � � ('j � H REVISEU DWG YNF D3/l8/09 w�x. VOMFAS POM£A BOLT, � +' unx. FI rf� 9""' �� JAMB B�SE INpIM I w�n Kxuc eou; ��'e��•G � f J REVISED DNG YMF 04/06/30 w Kc�neo ae�o.iusL�ac) } sursox smowe nc � M�x. � T� ��/71I I111\\\ I ��-'�' "' '�' � 2f'0.C. K REVISED NAME JPD 11/01/13 2Y o.c. S�YSiF�s 9E�A1ptDq 1Z8'0.C. uAx. u� y1�. "d L REVISED DWG JPD 02/OI/l5 REFER 70 SILL I REfER i0 s1LL T REfER 70 9LL p�•p.G M REVISED DWG JPD OS/OS/IS INSTALLJITION T INSTALLA71W7 »•B��•G WS7AWTON DETAIL'7H' 1 AX DETAIL'TM' Ni DETAIL'TH' � ML FRAAIE 2000 PS AIASONRY �• X�—�/4� CRWT F'ILLED 7—/�q{pp ae'MtH (4�7pTw PQt IdNL ryz SMS M� CONCRETE CONLRETE µ��y �Z)pEqµp{pR LINTEL SH�VN LINTEL SHOMN FRAME HEAO MAY VARY PER MAY VARY PER FlLLED W/2000 '. NPLL -� VpLL �;..; ••, ', p5�GROUT .. :.::1.....: :.:•.�.•.�• •:., ....::... Q o CtlNSiRIICTION\;�•,. '.;��. CONSTRUCTION . .. ..•�. AG 530.1 .� 0 • :':i 4?ii6' :. '-i.'::'i:':'' Q Q d � O � � _ � 'a',•.'+..•� GR�UT FILLED ::::.i:: r::::.:�.: � EXi. ' EXT. \ � EXT EXT. = 1 = �"* �4��.� .. `SH111 SPACE �WOOD STUO WA�LS o w MITHOUT W � MASONRY BLOCK WALLS ��4�� SEE NOTE 1. E 5 GROUT � CMU(C-90)2000 PSI �STEEL STUD WALLS �STEEL STUD WALLS. a� 4 FY��R 1 CROUT FILLED gs crtromo a SEE NOTE L SEE NOTE 1. � � -- 5 i.�s• ACI530.1 L�g� sromtzuo 1.75' �MRE NlpfOR OJ/I6' ��9 ry N.�36 NSI dDl - FRAME HEAD SECiION BHIGHT B�SIc WIRE SS• Q Q Q �vs• WOOD SND OR UNIVERSAL ANCHOR IiD2 - FRAME HEAD SECTI�N S.IB'%8.56' I J, WIRE MASONRY ANCHOR MASONRY L MASONIiY 7-ANCHOR ��OCK-IN OR WELD-IN) FuIGm WN.�SB K51 T-ANCHOR S GA S1EEl(0.048') Fy NGl.-36 K51 UNIVERSAL iy WN.�S9 K51 Fy MIN.w6 K51 �S11NG MASONRY ANCHOR (EMAI H77H STEEL STUD ANCHOR ANCHOR �FX1511NG MASONRY ANGHOR(�INTO E� IAC BOLTINTO WOOD SlUD WALL WELD-IN OR LOCK-IN WELD-IN OR LOCK-IN CONCRETE WALL OR GIAU UP TO 7 P F e• HDJ UP TO 75 PSF 6'uAfC �� HOl Ofl D2 AI�I(. II• It• 11' 11• �� )� ... T _ 11• NP% ��. MA% II• !WI 11' MN7I 'wu r ;;,:; ,.•o.�.u�. xnx ' nnz - - nau ' wot - WOOD STUD ��r� �� °•G •= ,� LINTEL SHOWN '• 96'%96' MAX. :.ti:: '✓�� MAIGMUM OOIXi � �.1`v. � e'x 7 �P o.c.unx. STEEL STUDE� 2• FACE-VITH�UT GR�UT 2 ;;:;�;: OPENING 2f o� �:+ti� � e•Kpe. � 4•� C�NSTRUCTION F .i:'. � 4px, OPENINC �4'Q0.MA7L SEE CORftESPONDIHC 1/4'X 1-J/4'TMCON � �:�:�+ I ':•.�� (SEE SHT.1) � DETAIL'C' �°� OR/14 x t-J/4' F„ � i- '' � ON SHT.1 UETAILTH' HOob scaew �;�' I ��;;r: 1�'O.GNA7L SILL INS7ALLATION AS PEOUIREO l=7 ,}.,� ��G '..`' w � DOUBLEOUfSVlINOOOOR9 C�, w ,��, ',;��;� ��.Q�N� ALSOSEESHEET87ANOE _ � ' I W S r'�'�', REFER TO SILL Z�•�G �,�;; REFER TO SILL '�" � ¢ 5 ��OUC�RF,Vtg�p �k•, Ey�N�7Hpry� � u'� '�• ETAIALLATMON 14'O.LMAX ° � ExTERIOR �oa��'h�lbep�orl� i`;i�. 1�1�i• p, '''r� B � 7�75• EimPluceNo 0 }Mnb�D�le S_ 9�•OS NPI. u'� IAIN. J' N� 3' El(TERiOR II 4 MIN. _l_ ��N, HD3 - FRAME HEAD SECTi�N f«' �•�.�..� � 0 EOCE � .��t O 1.E5'�YIH 1/4'%1-3/4'TAPCON ._ I ��', . li � UISTANCE •'. DISTANCE OR+I4%1-S/4�WS . i�.{ B[NO RADIUS �.a� o�R 1.25'MIN.EUBEDMENT 7.25•MIN.EOCE MANUFACTURING FACILITY� DE7AIL'TH� DIS7ANCE INTO SCHLAGE L�CK COMPANY, LLC STEELCRAFT ''*.��'' � �.�d SILLINSTALLA710NSIOEVIEW�'�DOD(SG-.55) 6810 HILLSDALE CDURT 90I7 BLUE ASH ROAD � ' E.D.-EDGE DISTANCE 2.S'MIN.EOGE INDIANAPOI.IS, IN 46250 ' • ��fl�� ptt¢qipp --�'- CINCINNATI, OH 45242 2500 P51 IAM. / DISTANCE INTO CUYCREIE OR '\y��y Sp�� J UC StltEW J/B 0 CONCREIC(27K57 MIN.) THIRD AN0.E PROJEC710N 7�71E: 57EELCRAFT H SERIES DOUBLE FLUSH OUiSVANG COMMFAdAL STEEL DOORS YA7H AND 2000 P51 CROUT ��•��x ANCHOA 90Li SWl1 SPACE W/3'HIN.EMBEDNENT NOIES: DRAVN DATE WIiHWi PANIC EXIT OENCES FlllEO(C-90� �, �/a•o w/z•wix. 1/4'MNf. 1.()WOOD OR(•)S7E0.51RUCNRAI MEMBERS OF WOOD mrnwoa ANCHOR DETAILS / INSTALLATION C�NDITIONS cuu e�ocu w PoaxFns p�onfx eou, w�SEE NOTEW7.`LS Ar l[as 37�/FT oAo FOR AsSEMeI 5 rtatEo 75 PSF, �HYMF FOR ASSEMBLIES WITH A DESIGN PRESSURE RATING � HIL71 K1NK 90LT 3, � AND 37b//FT.FOR ASSEIABLIES RAIED O 90 PSF,WHICH OF 75 PSF OR LESS SIMPSON SIROHC ilE SHpUID BE VERIFlEO BY 7HE MPROPRIAIE OfFlCIAI. SLEEVE-ALL,CONCRETE 2.NUMBER OF ANCHOf25 FOfl VARIWS OPENINO HEICHTS IS APPR�VEO SIZE FLA7 ➢VG N0. REV i FASIENINC SYSYIE/A5 L1NIlED BY AIAXIMUM DISTANCE BETWEEN ANCHORS,SHOWN IRFD07 �� ON 1HIS SHEET. M J.APPLY CAULIC AS NEFAED. ENG.APPVL LOCI(-IN E4q-U AHCIioR NtID-IN ��-�N pIA-U ANCf10H WEID-IN 4.FOR SILL INSTALLATION h ANCHORING SEE SHiS.J,4,5 h 1b JpD �oneiot SCALE� NTS AUT❑CAD SHEET A � 1 4 Y 1 —_.�TABLE3. TABL•E4 -�� -— --— —R=E=V=---I�=I=O=AI�--�_—.____. PERIME7ER SEAL HARDWARE WHEN WATER INFIL7RATION REQUIREMENT PERIME7ER SEAL HARDWARE WHEN WATER INFILTRATION REqUIREMENT �`�� O •�•.�Y ��. �iR DESCRIPTION DATE APPROVE➢ DOES APPLY DOES NOT APPLY � Q�'� 4�GENSF•.O 9� A RPPROVAL OVG YMF OS/20/07 ITEM MAX.ALLOWABLE �T� � 0.4G71A/��1( E REVISED DVG YMF 04/09/OB NUMBER OESION MOOELNol PART INBTALLATION NUMBER PART INSTALLA710N = �� 7� �� 9HT3. OESCRIPTIDN ppE85URERATNG MOUELNo. UI �k F REVISE➢ DVG YMF 06/02/08 TAeLE2 SEESHEET5181 MANUFACTUREH �ETAIL UETAIL 9HT.J DESCRIPTION MANUFACNRER �E7AIL DETAII TABLE2 G REVISED PER_MDBCCO YMF 02/06/09 11 S66RERO INTL � d�don homas,P.E. Dpye� THHESHOLD +7e . �/� BSOIN�P 'T2' 'P2' �� TNREBHOLD 588BYZEROINTL R7' ��59BIoy'�qq��F _\ H REVISEO DWG YHF U3/18/09 1< FA6SEALSWEEP a75 BTEELCRAFT 'S' 'P7'8'PY BSOBYNA710NALOUAR� 'T2' 1n ��OP,.•'��`�� J REVISED PER_MDBCCO YMF 04/06/IO J281ZEROINTL '667' 14 FASSEALDOORSWEEP BTEELCRAFf 'S' 'N' i Q C. �\ K REVISED NqME JPD 11/OI/13 18 aPLfTAs7RAGAL i78 'N3' ��,,��NAL„`�� M REVISEO DMG JPD OS%5%5 1371N6P '602' 79oR13 SELFAOHE9IVE 81M81F81ZEROINTL �U' 328BYZERO 'Ga1' 000rtsen� '7° 'M•s•N' te &PLRABTRAOAL 'N3• PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION P9979�97EELCRAFf �a REQUIREMENTS DO NOT APPLY 137 BY N6P ��s,� �� bOORSWEEP ��B 539REROINTL ry�� N� �a4Z� �0 7A3NMOP 'WT 73 PSA709ELFAOHESNE e.� 21 �OORSWEEP �75 'X' 'p1' �ATHER57RIPPING 6TEELCRAFf 'Q' 'J'6'L' y� 1JB2ER0INTL �Z 4761ZEROINTL 'Y7' �M� ZQ DOORTOPCAP eTEELCRAFf 'R' OPTIONAI �T •�� AbJUs7ABLESTOP ��e 77UNMGP 'V7 p5pe• 0.6C5' 13 RAIN�pIP CAP 112ER0INTL �zr 'P�' •SEE SHEETS 18 2 FOR DESIGN PRESSURE RATINGS. ��Y oues• voar p� +75 18qINGP 'ZZ' 'PY 24 UOORTOPCAP +TS &TEELCRAFf 'R' 'M' � V r � VMT VARY PARTDETAILS � �� vnnr N NEOPRENE U��25 �.Z$ cVIM'LBIAB 0.078 „ r 0,13 ExT a� E%T \ , FLEI(19LE 47.625 L9�• L9�• 49�• ��T_�"^��OSO OSO SEMI-RIGID 40' Mpx, EXT 13 EX7 13 E%T T� s,00--�� T �—� 3.91—I ��,3--� —I 3�91 SEE NOIE 1 e•xnx, e;M� e•wvc 11.25 11.25 No�ww re.0 uuwon WHENWATERINFILTRATION 5�00—� oA21�l�,w• HiNc[JnNe DETAILV' wwcxaEouweo HINGE JAMB WHEN WATER INFILTRATION Wao sEcnOr+ REQUIREMENTISNBEDED•MAX.DP=il.76PSF — SEENOlE2. PERIMETERoaORSEqLIN57ALlASIONINHEAOANDJAMB3 REQUIREMENTISNEEOEO-MAX.OP=a/•50PSF oeTAIL•Q, OETAIL T7' DETAIL T2' SELF-AOHE6NE �•�5 9 11 T�'PE7THRE8HOL0 �� TypE2iHRE3HOLU 13 2EROINTL8689ERIE9 O NATIONALGVAROBSO6ERIE6 O�THERS1FtIPPMa � RExIeLE � ��DODN SEAL ITEMS 19 THROUGH 24 REQUIRED IF WATER INFILTRATION IS NEEDED. lzs (No�a) 16 � �Pu[o Ta Na E�s/6' EXTERIOR a � ANDDJ/J1B5 O.oP �o.ee'—{ P��-9 260' � FMA1E FUNCE L I 14 OETAIL'S' EMBEDNENT REINFOORLEMENT FA9SEALOOORSWEEP �E.O. E.P �"�� i•P OETAIL'Z7 1.� FXTRUDEDNEOPPENE .O 4� 1 E%T sus � a.r 1I4'XI-J/4'TM i.zs•um.roec asru+ee e ��0.3TS � 0.3P� ��^� NGP 16 OR/1{X1-J/4'MS INTO WOOU 9LL(So-.6lj ��R HINCE R°n'��P1°0� RAIN URIP CAP ,3j2• 1.2Y MIN.EMBEOMENT 26'NIN.EOCE�ISqNCE REINFdiCflAENT pET�l41t• IN70 CONCAETE 9LL NINO¢�lTAIL'L• OA4•ry� � �fig, OETAII'Vi' ' eOTTOMOFU00H (27KSINW.) NWOENOE ZERO{78 UIMPLED HOLE fOR �O�r WEA7NERSiWPNN01WOSILLW6T�LlATION WHRTNE116iNIPVINOR�STALVITION 1.OP A0.IUSTABLBSTOP SELF-UNLLiNG SC EV OETAIL'GG1' 1.76' U�O62 ZEROINR92BSERIE9 0.Y6• No. � 1.7 0.9� 0.06' t�. � 16 9PLITA9TAIICJ�L � ' 1� /7tOpUCfQEVREp oaa• e■a�(P � D.50•O OHSILICONE pcmr PN 45 0.62C � r � �M�11Nne L'�idr�M ye�p DETAIL'WP � I, ZER0538 � �1,52• Q Q � �cMuw�eN. IS-eR3e•or OOOR&WEEP � �n��'� UETAIL'U' DE7AILNV7 oA7' �,�9g��e' abp, 175 � E� ZERO NGP202 OETAILx' OETAILryY� DETAIL'Zt' D,875 0.31 � 19 87446ffS Z� OOORSEAL 2� 2ERO77B ZZ NGP770N 23 ZE0.011 Q �ETAIL'R' DETAII'aGf' �noxuaVnno d �d� , „v}�. DOORSEAL OOOR9WEEP AOJUBTABLE&TOP ppINORIPCAP 2<�NTOPCAP 13r6ew�,55puinsmncul 16 �� PERIMETER SEAL INSTALLATION bETAILS WFiEN WATER INFILTRATION REQUIREMENTS APPLY/SEE SHEETS 1 8 2 FOR MAX DESIGN PRESSURE 9 tsLOTLOCATIONSMAYVARVK7M DIFFEREMDo0ftN707H.! 1 � DETAIL'M' Z,ppORSWEEPRI01D5ECTONI5NA0E0FPR6F0.YNPP188POLVPROPVLENEHOMOPOLYME0. YB INTEPIOR e t75PSF t50PSF TOPOF�OGHMEAOWEATHERSTRIPPINO J.00OR&WEEPFlEJU6LE6EG710N19MRDE0F9ANTOPRENEq101�iJ O MAX. 8 MAX. WHENWA7ERINFILTRhTONREOUIREMENTSAPPLY 4.iAS5EAI.WORSYfEEP(1<),ANDTHPESHOIU(II)AREqEpUIPEDFORILLLINSTALlATI0N9. HaiawMera VONDUPPIN � F seND RRDius MANUFACTURING FACILITY� popph� M14LION MULLION z [ �P'��m Zp \ � 3 EXTERIOR ts SLHLAGE LOCK COMPANY, LLC 9017 BLUE ASH ROAD �oF�O � 2a EXTERIOR �e � �j STEELCRAFT p ��ry'''��...��,,, � v�w iq 6810 HILLSDALE COURT �rrn� 13 DOpR6F/1 � v\ ta N°P1° �� o _�_ INDIANAPOLIS, IN 46250 cxoscomon nwvcoro�v o � _ CINCINNATI, �H 45242 1e"i0�� \ LS' 7HIRU ANGLE PROJELTION TITLEi STEELCRAFT H SERIES DOUBLE FLUSH OUTSMING COMMERCIAL STEEL D�ORS VITH ANU ��T� INTEfUOR 0.063' 373•FL�uR ORAVN DpTE VITHOUT PAN1C E%IT DEVILES ��T E B�EONENT� E0. E0, ttEARM10E � �, _�.D� YMF 0320'01 DOUHLE FLUSH DOOR PERIMETER SEAL HARDWARE. ��Op ENBEDMENT CHECNED EKfER10F 13/8 �9 �� 1�4�111-J�4 7MCON 1.25'MIN.mGE OIST�llCE t/4�1f1-]/4 TAPC01 1.25'41N.FDCE WSTANCE OUfSSNNG � OUfSWINd \ OR/11%1-7��WS W70 NOOD 9LL(SG-.SS) CR 14%1-JI�'NS INTO YAIX1 9LL(SG-.65) 3 E1cfER10R `�B g�T �,yg•NIN.618EOIIENT 25 41N.�(E pSTMlCE pg•NIN.ENBEDMENT APPFOVED SIZE FLAT DVG N0. 7�7r 7� -7 REV g OU�SWINO ASiRAGN. QiTO fANptEIE 25'NM.FDCE OISTIViLE 1fSf L�/ OETAIL'N2 gu(y7Kg yW,� wro CONpIEfE 9LL bETAIL'N7' OETAIL'N3' oE7/UL'P7' UETAIL'P2' (2.7K511aNJ HINGEJAMB HOLLOWMETALFIXEUMULlION BOTTOMOFOOORZERO WEA7NEftS7RIPPING 00TfOMOFDOORNGPWEA7HERSTHIPPING ENG�RPPVL SWEEPIN87ALLA7110N C0 7HERSiRIPPINO H�TM RS7RIPPING ANDSILLINSTALLATION AN081LLINSTALIATION JpD �onvo7 SCALE� NTS AUT❑CAD EE7 C of lL�, J -- --- -- -- -- -- ��yj�..:.�-�,r ��------R-E V=1�=S-I-O.�N S--------_--_ ---- (4)�C�J325-5EX6"OCTS—(�JfO[7NTED —_==R=E V=I=S=I=0=�1=5�= -_------ 4X H425 SEX BOLTS ON OPPOSITE DOOR FACE) FASTEN LTR DESCRIPTI�N DATE APPR[1VED DEVICE THRU HOLTED WITH TOP AND BOTTOM LATCHES TO DOOR D REVISEO nvc YMF oiizaioe �NIO-24 MACHINE SCREWS (MOUNTED WITH (7) #1�4-20 MS) E REVISED nuc YMF 04/09/OB O (OPTI�NAL) 299F/499F TOP STRIKE F REVISED nv� YMP osio2iae UX. LATC11�68 STRIKE (STEEL) MOUNTED WITH G REVISED PER_MDBCCD YMF 02/Ofi/09 �(�S1CT�A�IJNLESS STEEL) (3) #10-24 SMS H REVISED DWG YMF 03/18/09 #lUU 24E SMSITH Fy MIN.=120 KSi � J REVISED PER_MDBCCO YMF 04/06/l0 Fy=120,000 PSI CROSSBAR LATCH B�LT K REVISED NAME JPD IS/01/13 CENTERCASE TOP ROD L REVISED nvc �aa ozio�ns MECHANISM CASE TOP LATCH H REVISED nvc JPD osiosiis USED INPCONFIRATIONM�DEVICE CENTERCASE DEVICE CENTERCASE —��•s'�— THRUBOLTED TO 4X #�425 SEX B��TS �� pUSHBAR (XTERIOR TRjM CDEVICE THRU HOLTED WITH NOT SHOWN i�UCfqgy��p N10-24 MACHINE SCREWS) � 2•5• MN��i��theFkrldy MECHANISM CASE � WITH (4) 310-24 MS iwtln�c� �0 COPTIONAL) � E�40.h � AUX. LATCH 299F STRIKE BOTTOM ROD �� 1�?r 299—F (499—F) ��,� T�UCHBAR ��CSTA NLESS STEEL) BOTTOM LATCH �� M�UNTED WITH � #10-24 SMS 304L/284L4 BOTTOM e Fy=120,000 PSI STRIKE (STEEL) � (4) X #325 SEXBOLTS (MOUNTED LATCH BOLT GROUTED INTO FLOOR ON OPPOSITE DOOR FACE) FASTEN CENTERCASE TOP AND BOTTOM LATCHES TO DOOR � 299F/499F TOP STRIKE (STEEL) (M�N7ED N77H (7) #tI4-20 MS) MOUNTED WITH (3) #10-24 SMS V�N DUPRIN 98/99 (F> RIM DEVICE VON DUPRIN 98/9927 (F) SURFACE VERTICAL ROD EXIT DEVICE Fy MIN.=120 KSi USED IN CONFIGURATIDN� 6 USED IN CONFIGURATION: 7 � TOP LATCH 4X#425 SEX BOLTS MECHANISM CASE TOP ROD CENTERCASE MECHANISM CASE �DEVICE THRU BOLTED WITH �� #OPTIONAL)HINE SCREWS) —Its•�— AUX. LATCH 299-F(499-F) A STRIKE,MOUNTED 299-F (499-F) o Z,5- PUSHBAR q�WITH H10-24 SMS TOUCHBAR ��STRIKE � Fy=120,000 Psi MOUNTED WITH 299F STRIKE tF10-24 SMS BOTTOM ROD LATCH BOLT Fy=120,000 PSI LATCH HOLT - CENTERCASE BOTTOM LATCH ' 304L/284L4 BOTTOM e VON DUPRIN XP98/99 (F) STRIKE (STEEL) � USED IN CONFIGURATION: 5 GROUTED INTO FLOOR NOTES: VON DUPRIN 98/9957 (F) THREE-POINT LATCHING DEVICE USED IN CONFIGURATIONS: 9 & 10 NOT PART'OF THI�S AP ROSVAL AND TOIBE REV�IEWED�AND AP ROVED \��`��,y p��T'��,�� BEND RRDIUS MANUFACTURING FACILITY� BYBUILDINGOFFICIAL. \�Q�O'�LICLNSFy�iJ_�� 6810 HILLSDALECCOURTY, LLC 9017 HLUE ASH ROAD 2.EXIT HARDWARE OPTIONS: � C9.' �� 1NDIANAPOLIS, 1N 46250 FOR 98/99&XP98/99 SERIES-FUNCTIONS E,RX,LX,SS,EL,CX,F; �� cINCINNan, nH as2a2 N 'N _iHIRD AHGLE PROJECTION TITLE�STEELCRAFL H SERIES D�UBLE FLUSH OUTSVING COHMERCiAL STEEL D�ORS W1TH AN➢ TRIM:ALL APPLICABLE TRIMS AVAILABLE. �- IDtAVN uare VITHOUT PANIG E%IT DEVICES� ' FOR 8B-F SERIES-FUNCTION E;7RIM:ALL APPLICABLE TRIMS = —YMF °�'�°'01 EXIT HARDWARE FOR FLUSH DOUBLE DOORS. AVAILABLE.PN MODEL OFFERED. �Q• I HECKE➢ �wTE FOR 33/35-F SERIES-FUNCTIONS RX,LX,EL,SS;TRIM:ALL � •� �fl�.431 .`� pppppyEO �re s�ze ei.aT DVG N0. REV APPLICABLETRIMSAVAILABLE. ' E �� IRFD07 � M FOR 2670 GUARD•X;TRIM:ALL APPLICABLE TRIMS AVAILABLE. �;;a��oa,j�yu�oi�� ENG.APPVL �� TRIM:ALLAPPLICABLETRIMSAVAILABLE. Floaaaraa��e JpD �oiie.or SCALE� NTS AUT❑CAD �'"�`T 7oF 14 I I --— -- � �� —_�---_R=E=V=1=S-1-0=N=S---_�_—.—_ ��`� �. �\� p N p; T'�, LiR OESCRIPTION DATE APPROVED ��` \` �� CEps� Q�� A APPROVAL DWG YMF OS/20/07 �� _ C RENSED DWG RAP 12/03/07 0 �� '._�f � 0 REVISED DWC RpP M/0J/OB �/ip„ ., = .Gordon ho s,P.E. p�` E AENSED DWO YMF o4/09/08 '�W/ 759BIossomCourt ' p RE415ED DWO YMF 08 02 08 /12-24 MACHINE SCREWS Q 88-32 MACHINE SCREWS � Fy min-I2o,000 P51 �i A7�l6�QdF ,:''��; I I �¢12-24 MACHINE SCREWS � � � 4�77&� G RENSED BNCJADBCCO YMF 02/OB/09 Fy min=720,000 PSI � � o ,��i�� " "�� \ H REVISED DWG YMF 03/1B/09 O �� (((('y/ '��/I11111��\\ � RENSED PERJ�1�BCC0 �F 04/O6/f0 �1N K RENSED NAME JPD 11/01/13 L RENSED DYM JPD 02/01/75 SCHLAGE AL SERIES SCHLAGE L/LV 9400 SERIES MORTISE LOCKSET M RENSED owc JPD os/os/�s CYLINDRICAL LEVER LOCKSET WITH 1/2" THROW LATCH W/ DEADBOLT. USED IN CONFIGURATION: 1 USED IN CONFIGURA710N: 2 �� 12-24 MACHINE SCREW � �' � SS Fy=120,000 PSI �" (/12-24 MACHINE SCREWS N—�2 MA[NINE SCAEIYS O e�///��1/�) Fy min=120,000 PSI �N SCHLAGE D/ND—SERIES CYLINDRICAL LEVER LOCKSET. FALCON M—SERIES MORTISE LOCKSET W/ DEADBOLT USED IN CONFIGURATIONS: 3 & 4 USED IN CONFIGURATION: 1 338 TOP STRIKE� /�10-24 MS �� (2) EA. Atooucrnr•.vic�u /e—az us ss � TOP LATCH "'co'�4��v,rhniu�qo Fy=120,000 PSI � d•W+Aa coe. �+d+ /12—za Ms ss � TOP ROD } ❑�55 ��aeNu 7 -p 3p,Or vy�tzo,000 vst µ'�Dtl�'�`�� MECHANISM CASE CENTERCASE�2.49 � .,,�� 338 STRIKE � �� °�� DEVICE CENTERCASE THRU—BOLTED TO FALCON, T—SERIES CYLINDRICAL LEVER LOCKSET EXTERIOR TRIM USED IN CONFIGURATION: 4 PUSHBAR (NOT sHowN) w�ni (a) ��o—za Ms BEND RADIUS BOTTOM ROD MANUFACTURING FACILIT': SCHIAGE LOCK COMPANY, LLC STEECCRAFT � _�_ 6810 HILLSDALE COURi g017 BLUE ASH ROAD NOTES: INOIANAPOLIS, IN 46250 CINCINNATI, OH 45242 1.ELECTRICAL FUNCTIONS/INSTALLATION AND FIRE RATINGS ARE � BOTTOM LATCH TMiRo,wcr.e Peo,�cnoN TITLE:STEELCRAFT H SERIES OOUBLE FLUSH COMMERCIAL STEEL DOORS N1TH AND NOT PART OF THIS APPROVAL AND 70 BE REVIEWED AND ORANN oa� y,�7F{OUT PANIC E%IT DEVICES APPROVED BY BUILDING OFFICIAL. � tl �F �� HARDWARE FOR FLUSH DOUBLE DOORS. ' 385A BOTTOM �� CHEq(EO 2.EXIT HARDWARE OPTIONS: STRIKE (STEEL) FOR 98/99 SERIES-FUNCTIONS E,RX,LX,SS,EL,CX,F; GROUTED INTO FIOOR MPROVED yzE rv`T °'�"°. IRFD07 pEV I TR1M:ALl APPLICABLE TRIMS AVAILABLE. VON DUPRIN 98/9947-F CONCEALED VERTICAL ROD EXIT DEVICE ENG.APPVL M PN MODEL OFFERE�. USED IN CONFIGURATION:B JpD +on�o, �^�� N TS AU TOCAD SH�T 8 �F 14 — —— - - - -==R=E=V=I-=S—I��=N=S - --- __—_ — —--- — -- --- - - - - - - -- - - - -- - - - - - - — - _ - —`\��11111I1/��, —LTR DESCRIPTION DATE APPHOVE➢ � L9400SERIESLOCK ��\\ � �N�: T��', A APPROVAL DWG YNF OS/20/07 o.••"i.ic� �S' �� Q � C'J, NS '•.O �i B REVISED DNG RAP 10/OB/07 4X #425 SEX BOLTS �Q ' 6��f;- /_ C REVISED DNG RAP 12/03/07 CDEVICE THRU BOLTED WITH . - D REVISED DMG YNF 01/23/OB SO-24 MACHINE SCREWS) ,�. O MECHANISM CASE �12-24 MS SS � � �n Thomas,P.E. DOtOF= E REVISED DNG YHF 04/o9/oe Fy=120,000 PSI �,� '� ` 31�Iosso�� ;•�� F REVISED DVG YHF 06/02/OB O 298�F(4BB�F)STRIKE �oo� � M dl� • �(/� STAINLESSSTEEI � � FlOf��••'' �� G REVISED PER_M➢BCCO YMF 02/06/09 MOUNTED WITH(2) � #10-24MS Q �/��/11111„��\ H REVISED DVG YMF 03/1'B/09 � FyMIN:120KSI 0 � J REVISEO PER_MDBCCO YMF 04/06/10 TOUCHBAR � ' DO Q � � K REVISED NAME JPD f1/01/13 ' �� L REVISED DWG JPD 02/Ol/IS • llV` M REVISED DVG JPD OS/OS/15 CENTERCASE e Fa�coN 25RRIMEXITDEVICE SCHLAGE C�/AD MD SERIES MORTISE LOCKSET WITH DEADBOLT ►+�OOCCfrtEVIBEp �� a cowplyl�Q Mtlp Il�e Fbrkq USEOINOOORCONFIGURA710N�1 SEESHT.7 USED IN CONFIGURATIONS� 1 <SEE SHT.1) IwWinRCod� Areep�aeeNo/- .pr EiNwtMe Orte'�� 4188 TOP STRIKE 3788 TOP STRIKE �� MOUNTED WITH (2) � MOUNTED WITH (2) �^Ka^ #10-24 MS �10-24 SMS TOP ROD �U� �TOP LATCH TOP ROD Fy MIN.=120 KSi MECHANISM CASE � MECHANISM CASE � TOP LATCH CENTERCASE CENTERCASE � 9 , AQ TOUCHBAR TOUCHBAR �eeo� �� ND SERIES LATCH • � BOTTOM ROD �.� "` , � u� esso �� J BOTTOM ROD N8-a2 MS � ��panis 41B8 TRIKE BOTTOM BOLT 3788 S�E BOTTOM LATCH Fy m1n=12D Ksl o' GUIDE �12-24 MS � � 2130 BOTTOM Fy mIn=120 ksl � � � •� �::-, �STRIKE GROUTED �� INTO FLOOR 2130 BOTTOM � �- STRIKE GROUTED INTO FLOOR < FALCON F-25-C CONCEALED VERTICAI.ROD EXIT DEVICE FALCON(F)25-V SURFACE VERTICAL ROD EXIT DEVICE SCHLAGE CO/AD CY SERIES CYLINDRICAL LOCKSET USED IN DOOR CONFIGURATION B(SEE SHT 1) USED IN DOOR CONFIGURATION 7(SEE SHT.1) USED IN CONFIGURATIONS� 3&4 fSEE SHT�1> HEND RADIUS SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITYi 6810 HILLSDAIE COURT STEELCRAfT INDIANAP�LIS, IN 46250 9017�BL11E ASH R�AD --�- CINLINNATI, OH 45242 NOTES: THIRD ANGLE PROJECTfON TiTLEi STEELLRA�T H SERIES DaUBLE FLIISH OUTSVING LOMNERC[RL STEEL DOORS VIiH RND ORAVN ➢pTE V[THWT PANIC E%IT DEVICES ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART yMF uiroio� HARDWARE FOR fLUSH DOUBLE DOORS. � OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. c�cKen co�� ! EXIT HAROWARE OPTIONS: aPrRoveu �� 512E RAT DVG N0. REV F-25-C&(F)25-V(F)25-R SERIES-FUNCTIONS AE, IRFD07 � DM,LM,LK,KOR,ED,EL,EA,FSA,FSE,HWEA ENG.APPVL C°"" sca�c� o TRIMS:ALLAPPLICABLETRIMSAVAILABLE, JPD 10�1e�07 NTS AUT�CAD �T J�F 14 _—_ __.__-_- T-= I --- M`AXIMUM UNIT�JIDT�100" - - ---- - -- — - - - - - -- ----R-E-V='I`-S-I-O=N-=S=�-=--------__ �MAXIMUM DOOR OPENING WIDTH(SEE NOTE 1) 3 \��QN� �� Lrrt D6ScrtIaTtON DATE APaRnvED 10 ��Gi�,.•' UCF�,s•.�YO i A pPPROVAL DNG YMF OS/20/07 F �• G REVISED PER_MDBCCD YMF 02/06/09 INACTIVE ACTIVE _ �967 I H REVISED DVG YHF 03/IB/09 � " �V�• I- J REVISED PER_MDHCCO YNF 04/06/10 &don amas,P.E. qa0f` K REViSED NAME JPD Il/01/13 68 BI url � 4 EXTERIOR �75. � �oR, � ,•'�(V�� L REVISED DVG JPD 02/01/19 6 8 B 4 6 8 �'�� A�'� ��` H REVISED OVG JPD OS/OS/IS MORTISE LOCKSET MAXIMUM DOOR OPENINEi�VNJ�Ij jF�jrj�E��JOTE 1) 3EC710N A•t (9EE 9HT.fl 10 �MAXIMUM DOOR OPENING WIDTH(SEE NOTE 1) 3 9 �•�5' � 3 10 + + + INACTIVE q�TIyE EXTER[aR 6 6 ❑ CONCEALED UEViCE TOP TCHES 4 B S 7 SHOVN, BROKEN VIEW FOR CLARITY B CONCEALED VERTICAL ROD DEVICE 4 9ECTION A�B(SEE SHT.�) 6 8 EXTERIOR q �'75�6 8 �MAXIMUM DOOR OPENING WIDTH(SEE NOTE 1)—� 3 2 10 CYLINDRICAI LOCKSET SEC710NS M2,A-3.A-4 �RODUC f qgy�ced (SEE SHT.'11 �CO�P�YMS wlt�18t Aorby 9 1.75 MNIlna Coi� �MAXIMUM DOOROPENING WIDTH(SEE NOTE 1) ��YWceNa��,,�� 2 3 Ei�0.1e�'a'�aS 10 �,k ��' 5 4 ExTE�� 4 8 5 6 7 �. Il,qi roduj`�q 3�POINTLATCHINGDEVICE 6 8 9 ��'`� HAROWARE MULLION.SECTION A-8(9EE SHT.11 MAXIMUM UNIT WIDTH 100"(SEE NOTE 3) 5 4 MAXIMUM DOOR OPEING WIDTH INCLUDING MULLION 96"(SEE NOTE 3) exreeioa � 4 16 5 6 � MAXIMUM OPENING WIDTH(SEE NOTE 3)� �M IMUM OPENING WIDTH(SEE NOTla3) 3 B RIM PANIC DEVICE VON DUPRIN HARDWARE MULLION.SECTION A-5 A•8 A-11 5EE SHT.1 9 �MAXIMUM DOOR OPENING WIDTH(SEE NOTE 1) 3 10 5 EXTERIOR 4 I�YMIN. 6 1.75 6 � 9 1.75' 4'MAX. 3-POINT LATCHING DEVICE.WITH FIXED HOLLOW METAL 5 8 MULLION. SECTION A-10(SEE SHT.1) 5 4 � 4 $ 6 HENO RAOIUS EX7ERIDR �:/ 5 � SCHLAGE LUCK L�MPANY, LLC MANIIFACTURING FACILITY� SURFACE VERTICAL ROD�EVICE 6810 HILLSDALE CDURT STEELCRAFT SECTIONA-7 8 INDIANAPOLIS, IN 46250 9017 HLUE ASH R�AD (SEE SHi.11 ' -�- CINCINNATI, �H 45242 TNIRD ANGLE PROJECTION T1TLE�STEELCRAFI H SERIES DOUHLE FLUSH�UTSVING CONMERCIqI.'STEEL DOORS VLTH ANO NOTES: uaAv DAlE V[THOUT PANIC EXIT DEVICES YMF 03�0'01 HORIZONTAL CROSS SECTIONS FOR FLUSH OOUBLE DOORS. 1 FOR MAXIMUM OPENING SIZE SEE TABLE 1 ON SHT 2 OF 13. cxecKen 2.SEE SHEET 4&14 FOR ANCHOR INSTALLATION AND SHEETS 3,4,5&14 FOR SILL INSTALLATION DETAILS, nrPaovEu SIZE RRT DVG ND. REV 3.WHEN FIXED HOLLOW-METAL MULLION IS USED(CONFIGURATION 10 PER SHT 1) IRFD07 M OVERALL UNIT WIDTH IS LIMITED 70100".DOOR SIZES WILL DECREASE ACCORDINGLY ENG.APPVL scn�� sr�er NTS AUT❑CAD 10 oF 14 i ---__———. CONCFEIE —_ —_ — -- __ — ur,�� — -—��R=E=V-1=S-f�0� _ -- - - -- --- R==E=U_I_S�I,p�N��_ — ---_ SEE DETAIL'V1' OR'V2' LTR DESCRIPTI�N DATE APPROVED , SECTION AA-AA � r� SECTION HH-HH "°SECTIDN CC-CC�� A APPROVAL DWG JPD 02/03/14 I.S' MIN L�S� MIN DETAILY7' 22CA HAT SHAPED , . snpr��s svolw�oeo H REVISED DWG JPD 02/01/IS ' , , •' : ' ' B'D.C.TO IN90E OF � ' �.'.. . ••`� ��g FNELDEDHTO E7}iER C REVISED DWG JPD OS/OS/I5 � AT TOP AND BOTfOM ` � ..�� • .. � ' , .• ` '�: AA • • AA HB ' ' BH CC CC ' � ' • secrcoN cc-cc . . •. ,•.y•. , •. . w, DETAILN2' 20CA HAT SHAPED .• , Si1FFENERS SPOTWELDEO , ' 6'O.C.TtJ INSIDE OF ONE ":i r • � • t.�e AND BONDED 70 7HE • �' . O1HER FACE SHEEi .. .. .. , ... �. � .. I.&Y � ,.1! (A) EXPANDED POLYSTYRENE FOAM (8) POLYISOCYANURATE (C) STEEL STIFFENED SccT�oN cc-cc BY ATLAS EPS (POLYURETHANE) HAT SHAPED SECTIONS DENSITY: 1.0 LBS/FT' BY ELLIOT C0. OF INDIANAPOLIS, IN WELD AT JOINT DENSITY:2 LBS/FT3 2•niN T4NUMA�s MIG-NELU BEA➢ AlON6 FACE B01H SIDES BBOR MIN LOAO SECTIDN DD-DD SECTI�N EE-EE SECTION FF-FF �APACTM 1�5' MIN • � �� ,, NOLLOW METAL MIILLION DD DD EE EE FF ' • . FF ��UCI'NEVICED uoue�ennee�o � s�ceNpljlo�witYlie67ptt�jq SNOWN • ' ` INWin�Cod� ; ' AtttplHnNo 1 -D ry.�r E%T� . . , kqinN�n Pnle -j � K� , i. ' . ` �� K� H�LLOV-METAL � (2) 1/4'X 1-3/4• STEEI MULLION ' TAPCON BY ' ' ITN BUILOEX / APPLICABLE T� � ' ' OR ELCO TEXTR�N / EIEVRTION!0�NLY • • INTO 400D PSI J CSEE SHT�1) . . . CONCRETE 1-I/4•MIN.EHBEDHENT (D) HONEYCOMB (E) TEMPERAIURE RISE CORE (F) EXPANDEO POLYSTYRENE FOAM 2-1/2'M1N.EDGE UISTANCE KRAfT PAPER. MINERAL FIBER BOARD BY ATLAS EPS DENSITY:1.0 LB/fT3 DENSITY:17t1.5 LBS/FT3 OR POLYISOCYANURATE PYROPHO BC PSLS P 50C fi0 BY ELLIOT(CO�. OFEIND ANA30LIS. IN�.�`�pOr1,'D!�T�i�� BEND RA➢IUS SCHLAGE L�CK COMPANY, LLC MANUFACTIJRING FACILITY� OR DENSITY:2 LBS FT \` : STEELCRAFT MARSHFIELD DOOR SYSTEMS � ` U,O,•' 1.�CENSF•,O � 6810 HILLSDALE CDURT 9017 BLUE ASH ROAD CALCIUM SILICA7E MINERAL CORE '•,�.y= --�- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 =�. No.qs7e '•,N � 7HIRD ANGLE PROJECTION TI7LE: S7EELCRAFT H SERIES OOUBLE FLUSH 0 TSN1N0 COMMERGA�SIEEL DOORS HiTH ANO -Q � � -DRRVN D TE YA7NOUT PANIC E1(IT DEVICES �o: �'�=��JPD 02�0'^� DOOR CORE OP110N5 AND T . 7 � HOLLOW METAL AND HARDWARE MULLION INSTALLA710N �j '•,�RID�� qPPROVEO SIZE FL11T DVG N6 • REV NOTES: i r 7.COREMATERIALSHOWNWITHOUTCUTOUTSFORREINFORCEMEN7S 'M�/dHqspqdl��\�� ENG APPVL IRFD07 i �, ' Flwldnp18�10 SCALEr AIT(� AUTOCAD SHEET 1'J,f 14 IV I J 1G � 4ARE OR'T MASOhRY AhGHOR - - - - ---- --- -- - ------- . � ., i � M�I Mj'DA�F MIAMI-DADE COLTNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DE ARTMEI�IT OF REGULATOItY AND ECONOMIC 12ESOURCES(RER) Miami,Florida 33I75-2470. BO�RD AND CODE ADMINISTRA.TION DIVISION T(786)315-2590 I'(786)315-2599 NOTICE OF ACCEPTANCE {NOA) www.miamidade.�ov/econon�v Schlage Lock Company 6810 HiDsdale Court Indianapolis,IN 46250 Scor�: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The doc�umentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ}. Th�s NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Section (In��Miami Dade County}and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.Tf this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and tl�e AHJ may immediately revo4ce, modify, or suspend the use of�such product or material wiehin their jurisdiction. RER reserves the right to revoke this acceptance, if it is det�ermined by Miami-Dade County Product Control Section that this product or material fails to meet the reqttirements of�he applicable buildiug code. This p�•odnct is approved as described herein,and has been designed to comply with the Florida Building Code, inc�uding the High Velocity Hurricane Zone. D�SCRIPTION: SteeiCraft H Series Single Fiush Outswing Commercial Steel Door w/wo Panic Exit-LMI APPROVAL DOCUMENT:Drawing No IRF S07 Rev L,titled"Steeicraft H series Sing(e Flush outswing",sheets 1 through 13 of 13,prepared by the manufacturer,dated OS-20-07 and last revised on 08/I1/15,signed and sealed by Thomas Gordon,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance nu� ber and expiration date by the Miami-Dade County Product Control Section. SSILE IMPACT RATING:Large and Small Missile Impact Li�nitations: l. i See Design Pressures, Sizes,Hardware and Water infiltration(Threshold types)limitations in sheets 1,2 and 5 of the ;idrawings.Lower design Pressure shall control the assembly. 2. fE1Fom P2Q0(Polyisocynurate)is by Elliott Company of Indianapolis. 3. �IJse of Ives Viewers(model U696/LJ698)is Iimited to+/-75 PSF. 4. lectricaUElectronic functions and Fire z•atings are not part of this approval,such functions to be reviewed and �ppioved by AHJ. LABELING:Each unit shall bear a permaneqt labe!with the manufacturer's name or logo,Cincinnati,Ohio and Sez•ies and following statement: "Miami-Dade County Product Contro!Approved",unless otherwise noted herein. II RENEWAL of this NOA shall be considered after a c•enewal application has been filed and there has been no change in'�the applicable building code negatively affecting the performance of this product_ TERMINATION of this NOA wifl occuc after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,acivertising or any other puiposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removaS of NOA. I ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the ex�iration date may be displayed in advertising literature. If any poi�tion of the NOA is displayed, then it slaall be done _m�I�ts entirety. ,I 1NSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and , sh�aIl be available for inspection at the job site at the request of the Building Official. ' T�f�is NOA revises&renews NOA#13-121.7.16 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as w'ell as approval document snentioned above. Tl�e submitted documentation was reviewed by Isl�aq I.Chanda,P.E. • .;i NOA No.15-0826.23 i MIAMI•DADE COUNTY Ex�iration Date: May 05,2017 � i Approval Date: March 31,2016 �\2�`�� Page 1 I II ' �i �chla�e Lock Companv I� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT�D I � . DRAWINGS � 1. Manufacturer's parts and sections drawings(Submitted under�le as below). � 2. Drawing No IRF S07 Rev L,titled"Steelcraft H series Single Flush outswing",sheets 1 through 13 of 13,prepared by the manufacturer, dated OS-20-07 and last revised on 08/11/15, signed and sealed by Thomas Gordon,P.E. B. T�STS (Submitted unde�files#13-1217.16/#12-Q305.14/#10-0209.07/#07-U829.44) 1. Test report on ' 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 ' 3) Large Missile impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 S} Forced Entry Test,per PA 202-94 Along with manufachuer's parts and section drawings of Single outswing steel doors w/ Stainless steel continuous Hinges & xnodified Hat stiffeners, marked by Certified Testing Lab, Test Reports No(s}. CTLA-304SW dated February 16,2015, signed and sealed by Ramesh Patei,P.E. 2. Test report on 1) Air Infiltcation Test,per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Large.Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 S) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double outswing steel doors w/CVC panic exit and Peep hole,marked by Element Mate�-ial Technoiogy,Test Repoits No(s). ESP011623P dated May 14,2013, signed and sealed by Jason Sheen,P.E. 3. Test reports vn 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94. 2)Water Resistance Test per FBC TAS 202-94 � Along with marked-up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL-21U-03-0514-11, dated August 31, 2004 , NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08, all signed and sealed by Gei7y Ferrara,P. E. Note: Test raport No(s): NCTL210-3549-1 and NCTL-210-3511-1 have been revised by an �� addendum letter,issued by Lab, dated Feb. 04,2009,signed&sealed by Gerard J. Ferrara,P.E. 4 Test report on 1} Air Infiltration Test,per TAS 202-94 � 2} Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Unifoim Static Air Pressure Test,Loading per TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 I 6) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, � signed and sealed by Gerry Fex7ara,P.E. 1�k�� . �lti�.......�_ T haq I.Chanda,P.E. Product Control Examiner NOA No.15-0826.23 Expiration Date: May O5,2017 Approval Date: March 31,2016 E-1 � �il i II I Schla e Lock Com an NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continuc) � 5. Test report on(submitted under file#07-0829.44) 1) Air Infiltration Test,per TAS 202-94 2) Unifoirn Static Air Pressure Test,Loading per TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 � 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section dxawings of double glazed outswing steel doors, marked by Certified Testing Lab,Test Reports No(s). CTLA-77bW dated February 20,2002, CTLA-975W dated Jan 23,2003, CTLA-$82W dated Aug 29,2002, CTLA-1035W dated May 28,2003 and,CTLA-1086-W dated Nov. 17,2003 and CTLA-].107W-3 dated June 30,2004,alI ' signed and sealed by Ramesh Patel,P.E. Note:Test report CTLA-1035W has been revised by an addendum letter dated Feb 20,2009,signed and sealed by Ramesh Patel,P.E. 6. Additional Reference test reportNo.CTLA-1107W forstrap anchor qualification. ' C. CALCULATIONS: 1. Anchor verification calculation complying w/FBC 2014{5`h Edition) dated 08/10/15,prepared, signed&sealed by Thomas Gordon.,P.E. � 2. Hinge Load Evaluation report dtd O1/04/04,prepared, signed & sealed by Thomas Gordon,P.E. , (Submitted under file#10-0209.07) I . QUALITY ASSURANCE BY 1. Miami Dade Department of Regulatory and Economic Resources (RER). �. MATERIAL CERTIFICATIONS (submitted under files#13-1217.16/#10-0209.09) 1. Material composition&FlammabiliTy properties and Material Safety Data sheet of Pyrophobic P25C-60 core by Pyrophobic System LTD, dated DEC O5,2010,issued by I. Zhvanetsky, chemical consultant. I 2. Material composition&Flammability properties and Material Safety Data sheet of Calcium Silicate mineral block,issued by Marshfield Door Sys,Inc.,Marshfield. WI 54449. 3. Test Report No. 12-11177,Nov 29,2012,issued by Commercial Testing Co.for"Surface Flame spxead&Smoke density Characteristics of Building material"per ASTME84-12 for "Elfoam P200",issuec�to Elliott Co. of Indianapolis Inc. 4. Test Repox-t No. 162Q6-122543 (1015P200(3)),dated November 29,2004 for" Su�face Burning Characteristics of Bldg. material"per ASTME84 and self-Ignition per ASTM1929D for "Poiyisocyanurate"issued by Omega Point Laboratories, Inc.to Elliot Co.,Indianapolis,IN. 5. Tensile test report#CTLA-776W(0194I�, dtd 02/25/02 prepared by CTL,Architectural Division, sheet samples,tested per ASTM E8, signed&sealed hy Ramesh Patel,P.E. b. Test Report No.3094867SA'I'-QOl,April 13,2006,issued by Intertek for"Surface Buming Characteristics of Building material"per ASTME84 and self-Tgnition per ASTM1929D for"EPS",issued to Falcon Foam,a Div,of Atlas Roofing,re-named as"ATLAS EPS' IS�,.-F, . �1...,��. Is aq I.Chanda,P.E. Product Control Examiner NOA No.15-0826.23 Expiration Date: May 05,2017 Approval Date: Marcli 31,2016 E-2 � i I i I � I � I ISchla�e Lock CompanY NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED IE. MATERIAL CERTIFICATIONS (continue) 7. Tensile Test report No. A103W1-Test 1,2& 3 dated 23 APR 03 per ASTME-8 for steel face sheet,prepared by Cextified Testing laboratory, signed and sealed by Ramesh Patel,P.E. �� 8. Test Report No.30948675AT-001, Apxi113,2006,issued by Intertek for"Surface Burning Characteristics of Building material"per ASTME84 and self-Ignition per A3TM1929D for "EPS",issued to Falcon Foam,a Div of Atlas Roofing,re-named as"ATLAS EPS'. . STATEMENTS:Except items#1,balanced items submitted under files#13-1217.16/#10-0209.09 1. Letter of conformance to FBC 2014 and"No fmancial interest",dated 08/18/15,prepared, signed and sealed by Gordon Thomas,P.E. 2. Statement letter dated Nov.26,2013 issued by Ingersoll-Rand for name change, signed by Jim Donlan, Compliance Engineer. 3. Ingersoll—Rand press release,dated 12/14/12,integrating the brands of Ingersoll—Rand and Schlage among others. . 4. Department of Sta#e Certification of Reinstatement for SCHLAGE LOCK COMPANY,LLC as a limited liability company,active and organized under the laws of the Sta#e of Florida,dated 03/17/06 and filed with the Secretary of State 5. Cextification of Formation dated 12-08-2003 of Schlage Lock Company,LLC,issued by Secretary of State of Delaware. 6. Statement letter of conformance to FBC 2007 and no financial interest,dated FEB 02,2010, prepared, signed and sealed by Gordon Thomas,P.E. 7. Laboratory Compliance staternent issued as�part of the above test reports. 8. Addendum letter dated DEC 19,2011,issued by Certified Testing Lab verifying wire anchors, strength of grout,stud anchor, Strike plate and MA series Mortise Lock,supplemented w/ marked-up drawings, signed and sealed by Ramesh Patel,P.E. 9. Letter of certification dated 04/20/10,issued by Ingersoll-Rand for electronic CO locic series mechanical/functional parts sarne as AD,ND and AD-M series. �G. OTHER � 1. This NOA revises &renews NOA#13-1217.16,expiring on OS/05/17. I 2. One year conditional approval, subjected to successful verification test. � 3. Request for 1-Year renewal by Schlage Company dated 02/02/16, signed by James Donlan. 4. Test pz•oposals#14-0252, -0254,#14-1086,#14-0254-R1 and#12-0797R approved by RER. 5. Consolidation Test proposal#06-2468,dated 04/27/07 approved by BCCO. I 6. Previously consolidates NOA(s) associated with this files are NOA#10-0209.07, 07-0829.04, 02-Q712.01, 02-0712.03, 03-0908,03, 04-0203.03, 04-0303.43 and OS-4103.01. 7. Technical brochures of butt Hinges, continuous Hinges, Schlage&Falcon Mortise Locks, Supplied by Schlage Company(former Ingersoll-Rand). l,s.t,., , C��..�� , Ishaq I.Chanda,P.E, Product Contro!Examiner NOA No.15-0826.Z3 Expiration Date: May O5,2617 ApprovTl Date: March 31,2016 E-3 �i i -- -— --MOI�iISELQCKSEL-1MlIH=CyLINDRICAL-LOCK8ET--CYGNDRICAL=LOCKSET=CYtINDRICAL=LOCKSET SURFACEVERTICAC=CONCEAL•EOVERTICAL -- --==R--E—V--I-=S�I-=�=N=S = Maxlmum DadBn Pres�ro, Mexlmum Door R=E=V==1 I� --- -- �M�Mo�� „�� ,�,, - R--E—v—I—S—I�=p=N==S-- —__--_— � UNITWIOTi=62' � \�, ��/ 4��'� � �� O N�; T �i LTR DESCRIPTION DATE APPROVED �SEENOTEe. ��` �'� ICE•� '� O7 GA, o e e�' • NSF �� ' C REVISED DWGS. RAP 12/10/07 — ----------- ` j I e'760 REINFURCEMENT —* N 4 18� ' � E REVISED DWGS, YMF 03/24/OB i i � — CL�HINGE � 7�$9BIo�Th�e��E. D�te*` F REVISED DWGS, YMF 06/02/OB � I i 6 � �aaa,�9fE oF �.�� G REVISED DWGS, YMF 03/03/09 EO.• I I (�ENOTEB.) eo 'i��S��''•••.°.••''��`�� H REVISED DWGS, YMF 04/07/10 �E��e � � _ _3 Oj � �A e ��'��,�,i�ENC`�� J REVISED NAME JPD Il/Ol/13 � CL�'HING£ Towc�tr 1 I\ FRAME HINGE I I \, � K REVISED DWG JPD 02/01/15 se-Mnx. ioo•hiax. � � la� 8 REINFORCEMENT overau ov�rw� � � , L REVISED DWG JPD OS/OS/15 HEGHT HEGHT � � I I E�� SEE HINGE OETAIL i i i � SHEET 73 TABLE 2. W/YHEAD Wf9'HFAD � � OUANTITY DESCRIPTI�N MATERIAL S1ZE II D ,--� — CL 0�NINLE � � SEETPBLE7 LJ I D ,053'MIN�STL MAX� 52' I I ONSHEEf]. S 6 .OS3'MIN.STL MAX,100' I I � � Ep. HINGE JAMB SEE SHT 6 ASTM A366 .053• MI �STL � 0 ' � � - . . .44 MA I I —� .067' MIN,STL MAX,20' I I — [L OF HINGE T R R A T A �167• MIN�STL� 1.28' X 9,19' .67' N N, STL� l,3' % 9�187' MAX, � � 9 4�5' X 4�5• BUTT HINGES �13A' HIN� STL� CB) q12-24 S PER H]NGE � �_ TOP g BTTM �o.��s e NOTE 3, ,075' M1N, STL/.1f0 ALUM MA%�95' 9 1 ORE MATERIRL CSHi�12>i E ST]FF N /F>P N F AT E)MINERFL HOARD TEMPERATURE RISE CORE 4 2.000 p TYP OUTSWINO SINGLE RUSH ODOR (EX7ERIOR VIEYn ]I 1 1)ZERO iNT'L 566 SEE SHi.5 •125' ALUM,6063 TS 5.50'X0.5'X48'MAX, ALL DIMENSIONS TYPICAL,UNLESS SPECIFlED 07HERN7SE 2)NATi�NAL GAURD 950 SEE SHT.5 .078'ALUM.6063 TS DDOR VIEN 6 SEE SHT 5 � B A CHO AS M 9 SEE SHEE 4 13 3 p ��,75. SEE SHT 5 S- p p MAX.47�66' �tTs n+�� EXTERIOR ��,� END CHANNEL ASTM A924 (l4 GA- INVERTED) • M %. � Mpx FRAME t/4'%7-3/4' �5 p BUTYL RUBBER OR 100%SILIC�NE 1/4'%1-3/4' �AMB TAPCON OR 17 ] D00 S SEE SHEET 6 INTERIOR /14 X 1-J 4' TAPCON OR � BY ZER� INT'L DOOR SEAL No,Bl44S/FS WOOD sc Ew E.D. E.D. �8 1 �14 X 1-3/4' t ! AS REOUIRED HY STEELCRAF7 D��R SEAI PS074 TPE MAX, 24' WOOD SCFIEW 1.25'NIN. 1,25' MIN. E.D. BY ZERO INT'L DOOR SWEEP No,539 � AS REOUIRED EAIBEDMENT WODD <SG-.SS) �9 2 W TPE MA%, 96' E%TERI�R BY NGP DOOR SWEEP No,202N SILL DETAIL (SIDEVIEW> 2•5• E.D. CONCRETE � 11 � 6.30"MA%. (2,7KSI MIN.) BY ZERO INT'L D�OR SWEEP No�139 WOOD OR CONCRETE SILL 20 1 BY NGP OMIT g SEE SNEET 5 MA%� 48' S�NCLE E.D:EDGE DISTANCE OU15N7NC DOOR 21 1 8Y 2ER0 INT'L AOJUSTpBLE ST�P No.475 � SILL INSTALlAlION DEiA1L �1t{lUCPAEVICED HY NGP ADJUSTABLE S o. TPE MAX� 48' NOlES: r��nM�� 22 1 BY ZERO 1NT'L RAIN DRIP No.l1 1. ONE ROW OF P5074 WEA7HERSTRIPPING PER JAMB AND HEAD.INSTALL PER SXT.S ��y _ ��3 8Y NGP DRIP CAP No.16A SEE SHEET 5 MAX, 4B' 2. ANCHOR RE�UIREMENTS; A�eN��...�.�. 23 1 TOP CAP GALV,A60 ASTM A924 .02D' MIN.STL 0�5' X 1�76'X 4B'MA%. SEE SHEET 4 FOR APPROVED ANCHORS AND INSTALLATION. �syy�yn Ode 24 1 IVES 698/U698➢OaR VfE4ER BRASS 3.HINGE RE�UIREMENTS: 4.5'STD WT.MIN, � FOR DOOR OPENINC UP TO 90' HIGH -MIN (3)HINGES LI� � FOR DOOR OPENING OVER 90'- 98"HIGH-MIN(4)HINCES C0°K0� S1D LOCATIONS: 9.75'FROM RABBET IN HEAD TO CL OF TOA HINCE 10.38"FROM FLOOR TO CL OF BOTTOM HINGE, E�UALLY SPACED IN BETYlEEN. HINCE LOCA710NS MAY VARY,MAX SPACING DO N07 EXCEED 35,5" APPROVED CONIINUOUS HINCE MODELS: IVES 112 HD,224HD, 600, 700, 70005, MARKAR FM-300, HG-305, STANLEY 661HD,HAGER 780-224HD, 790-900,SELECT SL11HD, ABH A500 &A24aHD(SEE SHEET 13) BENO RAOIUS MANUFACTURING FACILITY� 4. SEE SHEET 2&3 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFlCAl10N5. p SCHLAGE LOCK COHPANY, LLC STEELCRAFT 5. HARDWARE INSTALLATION AS PER MANUFACiURER�S INSTRUC710NS. 12 gn.LOCKSI➢E 6810 HILLSDALE C[IURT 9017 BLUE ASH ROAD 8. 4'FACE HEAD IS AVAILABLE FOR FRAMES. / ReINFORCING _�_ IN➢IANAPOLIS, IN 46250 CINCINNATI, OH 45242 7. APPLY CAULX AS NEEOED. / CHRNNEL e. WEAhiERS7RIPPING, SEE SHEET 5. �\ I- 7NIRD ANGLE PROJECTION n'f�E: STEELCRAFT H SERIES SINGLE FLUSH OUTSWING COMMERCIAL STEEL DOORS -WHEN WATER INFlLIF2ATION IS NOT NEEUED INSTALL WEA7HERS7RIPPING PER SHT.5. / Dtip H DA7E �7}{AND WITHOUT PANIC E%IT DEVICES -ONE ROW OF P5074 WEAiHERS7FiIPPING PER JAMB AND HEAD. TO SUIT DOOR HEIGHT ��,66. YMF °Q�0�01 MIAMI—DADE COUNTY PRODUCT APPROVAL -WFiEN WAlER INFlLiItAiION IS REOUIRED-INSTALL PER SHT.S. cHecKEo 9. SEE SHEET 10 FOR SEC710N A-A, SEE SHEET 11 FOR SEC710N5 B-B. H-SERIES FLUSH SINGLE DOORS (OUTSWING) 10, ELECTRICALINS7ALLA710N AND FlRE RATINGS ARE UNDER SEPARATE APPROVAL AND MUST BE REVIEWED BY CORRESPONDING AUTHORITY. 3,5� MI``� APPROVEO SIZE FLAT °"�"°. IRFS07 REV 11. OPiIONAL pOWER TRANSFERS, MONITORING SWITCHES,SUPPLEMENTAL MAGNE7IC LOCKS MAY BE USED AS I ALLOWED BY CODE AND IT DOES NOT EFFECT 1HE MECHANICAL PROPERTIES OF EXIT�EVICE OR LOCK AND/OR ENG.APPVL L INHIBIT EGRESS; TO BE REVIEWEO BY iHE BUILDING OFFICIAL. Sca�E� 12. 11EM5 1B 7}iROUGH 23 REOUIRED ONLY IF WATER INFlLTRATION IS NEEDED. SEE SHEET 5 JPD �onvo� NTS AUT�CAD 3°F 13 _1 - _—_ vnac_OR-T-AIA ONRY-AN HOR —Q' WOOD SlUD ANCFiOR C-SIEE�5IUD ANCROR -�---R=E=V=-i=S=I�O-N�=S----- - -�=.SABLE.3 ---- -- --TABL64.-- — — - -__�- -___"- —� - - -- ---- - -- --— --- -----_ =E-V=1=--___ 4X #425 SEX_H�LTS ---- — -- - --- --- _---_�R_.E=V=I_S�I�p�N—s—�=�-�—, �DEVICE THRU B�LTED WITH �ra DESCRIPTION DATE APPRtlVED #i1D-24 MACHINE SCREWS O i0PTI0NAL) p APPROVAL DWG YMF OS/20/07 UX� LATCH D REVISED DVG YHF Ol/OB/OB 268 STRIKE F REVISED DVG YMF 06/03/OB CSTAINLESS STEEL) 0 �k1�0-24 S SITH G REVISED DWG YMF 03/03/09 Fy=120�000 PSI H REVISED DWG YMF 04/07/10 CROSSBAR LATCH BOLT 4X it425 SEX B�LTS J REVISED NAME �Pn tvotila CENTERCASE CDEVICE THRU B�LTED WITH K REVISED nvc JPD o2iovt5 RIM EXI70EVICE VON DUPRIN 88-F MECHANISM CASE `�10-24 MACHINE SCREWS) USEO IN DOOR CONFI6URA770N B SEE SHT.1 �� (pPTIONAU 4X #425 SEX BOLTS AUX� LATCH (DEVICE THRU BO�TED WITH MECHANISM CASE �#10-24 MACHINE SCREWS) 909/954 p� <�PTIONAL> ��STRIKE AUX, LATCH TOUCHBAR M�UNTED WITH 299-F C499-F) #10-24 SMS STRIKE Fy=120,000 PSI TOUCHBAR �o\_(STAINLESS STEEL7 LATCH BOLT M�UNTED WITH CENTERCASE #10-24 SMS Fy=120,000 PSI LATCH BOLT CENTERCASE RIM EXIT DEVICE VON DUPRIN XP98(99(F) USED IN UOOR CONFIGURATION B SEE SHT.1 RIM ExIT DEVICE VON OUPRIN 98189(F) USED IN DOOR CONFIGUMTION 8 SEE SHT.1 (4) X �325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN 299F/499F TOP STRIKE (SiEEL) TOP AND BOTTOM LATCHES TO DOOR MOUNTED WITH (3) //10-24 SMS �MOUNTED WITH (7) (/1/4-20 MS) Fy MIN.=120 KSi (4) X /�325 SEXBOLTS (MOUNTED pqapp��b ON OPPOSITE DOOR FACE) FASTEN �J p�__ y��ryqL�wpy�p� TOP AND BOTTOM LATCHES TO DOOR UU TOP LATCH AewpeKeNo 26•2�? (MOUNTED WITH (7) #1/4-20 MS) TOP ROD � MECHANISM CASE ��+k '7 CENTERCASE 299F/499F TOP STRIKE ��,� (STEEL) MOUNTED WITH ►�aw--�n Yd Cou� (3) j/10-24 SMS n AUX. LATCH t i i t�� Fy MIN.=120 KSi � 299-F (499-F) �� i , �� PUSHBAR 4�STRIKE \ � ,,.•••••.; �, TOP LATCH ° �' MOUNTED WITH \ �:. LICENSF•.O �: MECHANISM CASE TOP ROD � Fy=LT 0,000 PSi _ °•46> �� ' CENTERCASE 299F STRIKE BOTTOM ROD LATCH 8 � �� DEVICE CENTERCASE BOTTOM LATCH ' '�ordo�7eomes,P.E. q9t*� THRUBOLTEO TO EXTERIOR TRIM 304L/248L4 BOTTOM ° '��d[�� .�i� n PUSHBAR (NOT SHOWN) STRIKE (STEEL) � de�I�A,..•' �i�� WITH (4) 31D-24 MS GROUTED INTO FLOOR '�,,�Nq�IEN\\�.�` � THREE•POINT E%IT DEVICE VON DUPRIN 98l8957(F) �' BOTTOM ROD USED IN DOOA CONFIGURATION 7 SEE SHi.1 299F STRIKE BOTTOM LATCH HENO RADIUS MANUFACTURING FACILITY� SCHLAGE LOCK COMPANY, LLC STEELCRAFT 304L/2B4L4 BOTTOM e 6810 HILLSDRLE COURT 9017 BLUE ASH R[]AD STRIKE (STEEL) -�- INDIANAP�LIS, IN 46250 CINCINNATI, ❑H 45242 GROUTED INTO FLOOR � N��S. THIRD ANGLE PR0.IECTION TITLE:STEElCf7AFf H SERIES SINGLE FLUSH 011iSWINO COMMERCIAL STEEI p00R5 WITHAND DRAVN DATE WITHOUTPANICE%RDEVICE9 ELECTRICIELECTRONIC FUNCTION AND FIRE RATINGS ARE NOT PART OF THIS YM�+ m��io� APPROVALAND MUSTBE REVIEWED BYAUTHORI7V HAVING JURISDICTION EXIT HARDWARE OPTIONS FOR FLUSH SINGLE DOORS CHECNEO [n�ic I EXIT HARDWARE OP7IONS: FOR 98l89 SERIES-E,RX,LX,SS,EL,pEL,CX,F,ALK pppRaVED M�TE SIZE f'LAT DVG N6 REV FOR XP88199 SERIES•E,RX,LX,�EL,F SURFACEVERTICALRODE%ITDEVICEVONDUPRIN8818827(F) PN'MODELOFFEREpBLETRIMSAVAILABLE. EN�.ppPv� [OATE IRFS07 K USEDINDOORCONFIGURATION5(SEESHT.1) JPD �a��a� SCALE� NTS AUT�CAD 7�F 13 — - - — -- — °�USING_C41[FR -- ' --- LA7CH BOLT -- -- ---- �ti��b�Fll��- -- --_ --� -- -- -----— - \`\�� poN ,,,� - - R-E-V-1-S=1=0=N S --- -- - - � R,.. .,O T i�� LTR DESCRIPTION DATE APPROVED �� LIC�, ;S' ': �� _ Na e A APPROVAL DWC YMF 05/20/07 �� • �� 8 REVISED DWG RAP 10 11 07 ��z-u us . �; / � Fy minvf2o,000 P51 � C REVISED DWG RAP 12 10 07 B 32 MS � 4n Th��es.P.E. Date � � e�y_pq Mg �"'�.� Q •��(y(o�� &p�{�F :'Q.,�: D REVISED DWG YMF 01/OB/OB Fy min=120,000 P51� 0 O yk��(�.�J FI 67i�A,..••'� �li�� E REVISEO DWG YMF 04/08/OB � �� ' L�`/ '��,,��i ENG��` F REVISED DWG YMF O6/03/OB SCHLAGE LlLV 9400 SERIE3 MORTISE LOCKSET WITH DEADBOLT FUNCTION G REVISED DWG YMF 03�03�09 USEO IN�OOR CONFIGURATION 1(SEE SHT.7) SCHLAGE AL-SERIES CYLINORICAL LOCKSET WITH 1/2'THROW LATCH ^ H REVISED DWG YMF 04/07�10 USED IN DOOR CONPIGURATION 2(SEE SHT 1) // �/T� J REVISED NAME JPD 11/01/13 '7/OJJI� ��0� K REVISED DWG JPD 02/01/15 �12-24 MS � � ��. SS Fy=120,000 P51 O NOTE: ELECTRICAL FUNCTIONS/INSTALLATION AND FIRE RATINGS I 8° � ARE NOT PART OF THIS APPROVAL AND � ARE TO BE REVIEWED BY THE BUILDING OPFICIAL FALCON MSERIES MORTISE LOCKSET WITH DEA090LT FUNCTION ' USED IN DOOR CONFIOURATION 1(SEE SHT.1) � �8-J2 115 /12-2t MS , �im Fy min�120.000 P51 L94005ERIES LOCK � � � MECHANISM � . SCHLAGE DMD-9ERIES CYLINDRICAL LOCK3ET � �� USEDINDOORCONFIGURATIONS3B4(SEESHT,1) (6� �8-32 �/� @72-24 MS 55 '!'• eOI o / PHMS Fystzo,oao ast o ,'�� ,a /8-J2 MS SS � � �1 � � ' F�+120,000 P51 � 0 NDSERIESLATCH 0 p//� � (y�� o � o, � . 55 Fye120,U00 PSI //raL//J � O � � �f8-32 M� `` I d��c� (�} � V"� ��' a � Fy mIn=120 Ksl � � � p12-24 MS � ° Fy mIn�720 keI � � SCHLAGE B600R001800 CYLINDRICAL DEADLOCK e ` � USED IN DOOR CONFIGURATION 72(SEE SHT.1) � FALCON TSERIES CriINDRICAL LOCKSET USED IN DOOR CONFIGURATIONS 4(SEE SHT.1) , RlODUCf IIEVpgp b�Mln�n4d��,�� SCHLACE CO/AD MD SERIES MOR715E LOCKSET W/DEADBOLT SCHLACE CO/AD CY SERIES CYLINDRICAL LOCKSET Atxepleoallo I�Q�Z�•Z3 USED IN CONFlCURA710NS: i (SEE SHL 1) USED IN CONFlGURAlI0N5: 3h4(SEE SHT.1) E�pIrAlbn U�it__��e�r—, BEND RADNS /� '�T`� MANUFACTURING FACILITY: � SCHLAGE LOCK COMPANY, LLC S7EELCRAFf �-�� 8810 HILLSDALE COURT 9017 BLUE ASH ROAD _�_ INDIANAPOLIS.IN 46250 CINCINNAII, OH 45242 THIRD ANCLE PROJEC710N 117LE: STEELCRAFT H SERIES SINGLE FLUSH OUTSWING COMMERCIAL STEEL DOORS on�wN oqre W�7}{ AND WITHOUT PANIC EXIT DEVICES �MF °'n0�0' HARDWARE OPiIONS FOR FLUSH SINGLE DOORS. CHECKED APPROVED 9ZE FUT OW[i N0. RE IRFS07 K FNQ MPVL JPD +an�� "`�' NTS AUTOCAD SHEET 9,, 13 -- - MAXIMUM=UNIT=MlIDiH=52" � MA%IMUM-UNIT-NADTH-52" R`E-V-I�S'-I-fl=N-S - — ----- __ �+--MAXIMUM DOOR OPENING WIDiH 4B" (SEE NOTE 1)-►{ 3 I �r-MAXIMUM DOOR OPENING WIDTH 4B" (SEE NOTE 1)�{ y LTR DESCRIPTION DATE APPROVED I I I � I A APPROVAL DWG YMF 05/20/07 C RENSED DWG RAP 12/10/07 9 g i.�s• D REVISED DWG YMF 12/10/07 1.75� E REVISED OWG YMF 04/08/08 i EXTERIOR 8 4 y F RENSED DWG YMF O6/03/OB Z q MOR718ELOCKSE7 � 2 �g s � G REVISED DWG YMF 03/04/09 SECTIONS:A-1 THREE-POINTEXITDEVICE 8 H REVISED DWG YMF 04�07�10 (SEE SHT.11 a SECTION A-7 fSEE SHT.7) J REVISED NAME JPD 11/01/13 ' �MAxIMUM DOOR OPENING WIDTH (SEE N07E 1)--y ' MAXIMUM DOOR OPENING WIDlH 48" (SEE NOTE 1) 3 I 3 MAXIMUM DOOR OPENINC WIDTH (SEE NOTE 1)�'^� I I 3 9 g 1.76' I.7S" _� � 9 1.75' EXTERIOR g 4 5 E%TERIOR 8 7 Z CYLINDRICAL LOCK3ET � Z RIM EXIT DEVICE 5 SECTIONS:A-2.A3,A-0 SECTIONS A-B.A-B 8 A-13 8 4 EXIEHLQ� g � (SEE SHT.11 e (SEE SHT.11 2 EXIT ALARM LOCK SECTION A-17(SEE SHT.11 B �MAXIMUM DOOR OPENING WIDTH 48' (SEE NOTE 1)� �MAXIMUM DOOR OPENING N7DTH (SEE NOTE t)� 3 � 3 �MA%IMUM DOOR OPENING WID7H(SEE NOTE 7)� 3 9 � 9 � �.75' t.7s• 9 1.78' 4 5 EXTERIOR 6 q 6 2 7 p 5 �Og 7 SURFACE VERTICAL ROD ExIT DEVICE a MORTISE EXIT DEVICE 2 �$ 8 SECTION A-S ISEE SHT.1) SECTION A-101SEE SHT.1) B 4 � CYLINDRICAL OEADLOCK MAXIMUM DOOR OPENING WIDTH 48" (SEE NOTE 1)-y SECTIONA-12(SEESHT.11 B 1 3 %10DUC1'NEVI,SCU ,+��w�miaeF�otyp NOTES: ^�ra.�no I pg �3 E'p�'w"°r1e 1.FOR MAXIMUM OPENING SIZE SEE TABLE 1 ON SHEET 2. 9 6 ��. G 2.SINGLE OUTSWING DOORS,SEE SHEE74 FOR INSTALLATION INFORAMTION. i.�s- � nu w r�6 Ae�« d . + ``��QON O�i�� e¢no a�oNs MANUFACTURING FACILITY: `��j0.••"��• T �� SCHLAGE LOCK COMPANY, LLC STEELCRAFT 5 EXTERIOR s • �NS'•�' . 6810 HILLSADLE COURT 9017 BLUE ASH ROAD Z 4 e � /y� '?�� --�- INDIANAPOLIS, IN 46250 CINCINNAiI, OH 45242 CONCEALED VERTICAL ROD EXIT OEVICE -b', �Bl�d '� - THiRD AN4tE Pfto�cnoN TITLE:STEELCRAFT H SERIES SINGLE FLU H OUTSWI G MMERCIAL STEEL DOORS WI7 'N URAWN oAIE AND WITHOUT PANIC E%RDEVICES SECTION A-B ISEE SHT.1) ' - �Fi' m/»/m� HORIZONTAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. *� CHEd(ED �� •```� GordonTh � OA4 • ♦ MPflOVEO 9ZE MT DWG N0. pEy 375981os��A� ENG� � IRFS07 ,I Meson.OH4504 �//I111111��, FNC.APPVL " flarida#48718 JPD ��ro� 5C1�' NTS AUTOCAD 10 �� 13 CONCRETE -- -- - -�,",�i- -- - ---- R-E--V-I-S=1-0=N S ---- - - - , - -- - -- -- ---- SEE DETAIL'VI'OR'V2' �� LTR DESCRIPTION DATE APPROVED SECTION AA-AA SECTION HB-BH "�SECTION CC-CC�l 1,5' MIN 1.5' MIN ��A�Lv� S7IFFENERS SPOiHELOED A APPROVAL DWG JPD 02/03/14 •• - e'O.C.TO INSIUE Oi B REVISED DWG JPD 02/Ol/IS • ' +a^+ FACE SHEETS AND ,„ • ,, -• Y7ELDED TOCE7MER C REVISED DWG JPD OS/O5/15 � AT TOP AND BDTTOM .. ..>•. • ..� • , , ;'i't . •• '4''�. AA ' •• • • AA HH ••.' HH CC CC SEC7ION CC-CC " '�' • ' "' DETAILN2' 40CA.HAT SHAPED ' � "+`• S7IFFENFAS SPOlWELDED ` � � .. 8'O.G TO INSIDE OF ONE � .v r ,��• i.�s' FACE SHEET ' ANO BONDED TO 7HE ' , , OTHER FACE SHEET . . . ��• � �� . :.t: � . .. ..,: (A) EXPANDED POLYSiYRENE FOAM (8) POLYISOCYANURATE (C) STEEL STIFFENED SECTi�N CC-CC BY ATLAS EPS (POLYURETHANE) HAT SHAPED SECTIONS DENSITY: 1.0 LBS/FT3 BY ELLIOT C0. OF INDIANAPOLIS, IN DENSITY:2 LBS/FT3 SECTION DD-DD SECTI�N EE-EE SECTION FF-FF 1.5' MIN �� , ,� , ., • ?IIODUC f REVIYED DD DD EE EE FF . ' � . FF eouplyle{{wM4lkeFloride ��n¢c�o�f o 82�•-zy3 . ' ' � E PkMW�'"�° � / • . • ��,:� I L ...� �„�. �c�nd (D) HONEYCOMB (E) TEMPERATURE RISE CORE (F) EXPANDED POLYSTYRENE FOAM KRAFT PAPER. MINERAL FIBER BOARD BY ATLAS EPS DENSITY:1.0 LB/FT3 NOTE9: DENSITY:17t1.5 LBS�FT3 OR POLYISOCYANURATE 1.CORE MATERIAL SHOWN WITHOUT CUTOUTS FOR REINFORCEMENTe PYROPHIBIC SYSTEMS LTD (pOLYURETHANE) �i I i i I i� BEN➢RADIUS PYROPHOBIC PSL�R 25C-60 CORE BY ELIOTT C0. OF INDIANAPOLIS, IN��1N p �,��i� MANUFACTURING FACILITY� �i� SCHLAGE L�CK COMPANY, LLC STEELCRAFT DENSITY:2 LBS FT3 �� • ' "••y i� 6810 HILLSDALE COURT MARSHFIELD DOOR SYSTEMS � �� Q-�• ��GENSF'��Gj INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD CALCIUM SILICATE MINERAL CORE � O.' .y - --�- CINCINNATI, OH A5242 = �:� 'N 7H7RD pNGLE PROJECTIaN 71'RE: SIEELCRAFT H SFAIES SINGLE FLUSH OUTSYANG COMMERCIAL SlEEL OOORS _*,� * 9RpVN DAlE 1NTH AND Y.7THWT PANIC E%IT DEVICES �.ti� = JPD °�J0'�" MIAMI-DADE COUNTY PRODUCT APPROVAL HECKEO DOOR CORE OPTIONS I '% •�T�� APPROVED SIZE FLAT OVG N0. REV � onw:r.e•'� ``�� IRF'S07 C ��N di1911111\��` EN6.APPVL SCALE� , NTS AUT❑CAD S EET 1'�oe 13 0 - - - - - --- - - -- -R--E�_�-g��p_N_S ---- - lTR DESCRIPTION DATE APPROVED rn STEEL BUTT HINGE A APPROVAL DWGS. 09/OS/13 W � 4.5" X 4.5" STD. WT. MIN. #12-24 MACHINe IVES 56B1/3C61 SCREWS B REVISED 02/01/15 STANLEY FBB179/1900 HAGER BB1279 0 Q IVES 69B/U698 DOOR NEWER .134�� MIN. THICKNESS T Fy MIN. = 36ksi � � 0 0 4.5" MIN. ` O o y 0 0 0 � (15 MIN.) 12-24x3/4"FLAT HEAD � UNDERCUT SELF DRILLING CONTINUOUS HINGE � SCREW DOOR LEAF IVES 112HD & 224HD � (15 MIN.) 12-24 X 1-3/8" FLAT STANLEY 661HD HEAD UNDERCUT SELF SELECT SL11HD o DRILIING SCREW FRAME LEAF PEMKO FM_HD SERIES 96" QUANTITY VARIES PER HINGE HAGER 780-224HD MAX. LENGTH ABH A240HD o� ALUMINUM 6036—T6 MIN T � PROuucrnsvloED .110" MIN. THICKNESS o� � �cnmRlyCl�wNhlkeFlarldi o AcoepinnceNo�S'o�ZN23 � �pintlonUalt i`sMYOS•2017 �51... �.�... O ��,�, K« 0 e o ,,,,,,�,�,,,,, o .�`� D�N D �''�. � ucFN,sF�O �: o G.,. � � (18 MIN.) �10-24X 1/2" MIN. �:� No. �j MACHINE SCREW OR SELF 46>>8 ';Y ' � DRILLING EACH HIMGE�LEAF N STEEL CONTINUOUS HINGE � IVES 600 v QE GTMTY VARIES PER HINGE �•* � ��. ��TE�I��.� .075 MIN. (14GA.) THICKNESS 96�� . �oRi , �� 1012 COLD ROLLED STEEL MAX. o G 7rro�s•''��c1�L�e Fy MIN. 45ksi ' 37 g, � � STAINLESS S7EEL CONTINUOUS HINGE T � I Moson.�OH iAB�4tl'� IVES 700, 700CS � '� I Florida y 46718 HAGER 790-900 0 = I , MARKAR FM-300 & HG305 � BEND R�OIUS MANUFACTURING FACILITY; ABH A500 gO � SCHLAGE LOCK COMPANY, LLC STEELCRAFT .075�� MIN. (14GA.) THICKNESS I 6810 HILLSDALE COURT 9017 BLUE ASH ROAD 304 STAINLESS STEEL � "—�- INDIANAPOLIS, IN 46250 CINCINNA71, OH 45242 Fy MIN. 31ksi hI�RO ANGIE PROJECTION nREe SIEELCftAR H SERIES SINCIE RUSH WTSWINC C04MERqAL STE0.DOOpS 1NiH AND{117HWT oRAYM DATE PAMC EqT�EVIC6 �P� 02�0�� HINGE OPTIONS ' CHE(7lEO CONTINUOUS HINGE NOTES: 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTIi, MANUFACTURER AND MODEL NUMBER �PROVEO sze Fl.nr D1YC N0. REV 2. SCREW SPACING VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER IRFS07 B 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS �'�'"PP�' ��`�` NTS AUTOCAD SHT 13 OF 13 I� " / i' 1 � � � \\ ,�I /� /� C (qj \ C�I��rhe{r/� VOftware �/erseon T.Oi4.0 �1I Envelope Compliance Certificate � � Project Information � Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: 706 Zephyrhills, FL Location: Zephyrhills, Florida Climate Zone: 2a Project Type: Add'Ition Vertical Glazing/Wall Area: 6% ' Con I truction Site: Owner/Agent: DesigneNContractor: 7631 Gall Blvd Ze�phyrhills, FL 33541 I Bui�ding Area Floor Area 1-Retail : Nonresidential 3896 Envelope Assemblies � ' Assembly Gross Area Cavity Cont. Proposed Budget U- � _ or R-Value R-Value U-Factor Factor�a� Perimeter Roo�1.Insulation Entirely Above Deck:High Albedo Roof Required,3- 3896 -- 24.0 0.040 0.048 Yea�-Aged Solar Reflectance=0.55,Thermal Emittance=0.75(c), [Bld .Use 1 -Retail] Eas�Wall:Concrete Block:8",Partially Grouted,Cells Insulated,Light 882 10.8 5.9 0.055 0.142 DensI`ity,Furring:Wood,[Bldg.Use 1 -Retail] Window 1.Metal Frame:Fixed,PerF Type:Energy code default,Single 59 -- -- 1200 0.500 Pan�,Tinted,SHGC 0.70,[Bldg.Use 1 -Retail] Sitel;te:Metal Frame:Fixed,Pert Type:Energy code default,Single �, 12 — -- 1.200 0.500 Pane,Tinted,SHGC 0.70,PF 0.57,[Bldg.Use 1 -Retail] , Sitelite 2:Metal Frame:Fixed,Pert.Type:Energy code default,Single 12 -- -- 1.200 0.500 Pane,Tinted,SHGC 0 70,PF 0.57,[Bldg.Use 1 -Retail] Transom:Metal Frame:Fixed,PerF.Type:Energy code default,Single 52 — -- 1.200 0.500 Pan�,Tinted,SHGC 0.70,PF 4.00,[Bldg.Use 1 -Retail] Aut�atic Entrance Door:Glass(>50%glazing):Metal Frame, 71 -- -- 1.200 0.830 Entrance Door,Pert.Type:Energy code default,Single Pane,Tinted, SHG�C 0.70,PF 0.53,[Bldg.Use 1 -Retail] South Wall:Concrete Block:8",Partially Grouted,Cells Insulated,Light 1484 -- 5.9 0.104 0.142 Density,Furring:None,[Bldg.Use 1 -Retail] Wes�Wall:Concrete Block:8",Partially Grouted,Cells Insulated,Light 688 -- 5.9 0.104 0.142 Density,Furring:None,[Bldg.Use 1 -Retail] Reari Door:Insulated Metal,Swinging,[Bldg.Use 1-Retail] 42 -- — 0.290 0.610 Nort�i Wall:Concrete Block:8",Partially Grouted,Cells Insulated,Light 549 -- 5.9 0.104 0.142 Denl�ity,Furring:None,[Bldg.Use 1 -Retail] Floo�1•Slab-On-Grade:Unheated,[Bldg.Use 1 -Retail](b) 179 -- -- 0.730 0.730 I � i I Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W:\2014\2140096\706-215 (Zephyrhilis, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 1 of 18 Zephyrhilis-Energy Calcs.cck I I � I ' - — — — � _ � I � i I (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (�)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (�)High albedo roof requirement options:1)3-year aged solar reflectance>=0.55 thermal emittance>=0.75,2)3-year aged solar reflectance index>=64.0,3)Initial year aged solar reflectance>=0.70 thermal emittance>=0.75,4)Initial year aged solar reflectance index>=82.0. ..- � - o o . - ..- En Iielope Compliance Statement Comp/iance Statement: The proposed envelope design represented in this document is consistent with the building plans, � specifications, and other calculations submitted with this permit application.The proposed envelope systems have been desi'gned to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.4.0 and to comply ' with�Ithe mandatory requirements listed in the Inspection Checkl' t. ° G �e,�EZ �('c,h G('ac�w� � ol 22 1 b Name-Title Sign r Date , I I � I I I I I i Proj�ct Title: 706 Zephyrhills, FL Report date: 07/22/16 Data�filename: W:\2014\2140096V06-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 2 of 18 � Zephyrhills-Energy Calcs.cck , I I I I � I i� ' I I ' ' i ; COMcheck Software Vee-sion 4.0.4.0 � Interior Lighting Compliance Certificate � �� Project Information � Ener�gy Code: 2014 Florida Building Code, Energy Conservation Project Title: 706 Zephyrhills, FL Project Type: Addition � I I i+ I Construction Site: Owner/Agent: Designer/Contractor: 7631 Gall Blvd Ze�phyrhills, FL 33541 Allolwed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Sa�es(Retail:Sales area) 2869 1 .60 4590 2-Cooler(Common Space Types:Storage) 612 0.80 490 3-Women(Common Space Types:Restroom) 74 1 74 4-Me�(Common Space Types:Restroom) 77 1 77 ITotal Allowed Watts= 5231 Pro osed Interior Lighting Power ' � A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) i Fixture Fixtures Watt. 1-Sales(Retail:Sales area) L6D 1.Other: 1 30 73 2190 Linear Fluorescent 1.48"T8 32W:Electronic: 4 1 114 114 2-Co�oler(Common Space Types:Storage� L�D 2:Other 1 6 59 354 3-Women(Common Space Types:Restroom� LED 3:Other: 1 2 12 25 4-Me�n(Common Space Types:Restroom� LED 4:Other• 1 2 12 25 � Total Proposed Watts= 2708 I� . . . � � o - o o- - oa- Inte�rior Lighting Compliance Statement , Co �pliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, spe�ifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.4.0 and to comply wit��e mandatory requirements listed in the Inspection Checklist. �/;,� �s�, F wA ,ns -E(� �- ,� 7��- �� Title Signatur Dat�e �-P� I ( I I Proj�ct Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 3 of 18 , Zephyrhills-Energy Calcs.cck , � � i I � � i I - i i COMcheck Software Version 4.0.4.0 �; Mechanical Compliance Certificate � , Proj�ect Information Ener�gy Code: 2014 Florida Building Code, Energy Conservation Project Title: 706 Zephyrhills, FL I Location: Zephyrhills, Florida Climate Zone: 2a Project Type: Additlon � Construction Site: OwnedAgent: DesigneNContractor: 76�1 Gall Blvd Ze�hyrhills, FL 33541 Me�hanical Systems List Qual�tity System Type&Description �� 10 Ton RTU-36(Single Zone): ICooling: 1 each-Single Package DX Unit,Capacity=120 kBtu/h,Air-Cooled Condenser,Air Economizer ; Proposed Efficiency=12.20 EER,Required Efficiency=11.20 EER Fan System: 10 Ton RTU-36�Retail--Compliance(Motor nameplate HP method) Passes Fans: RTU Supply,Constant Volume,3700 CFM,2.0 motor nameplate hp I Mec anical Compliance Statement I Combliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, ' spec'fications, and other calculations submitted with this permit application.The proposed mechanical systems have been desi�ned to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.4.0 and to comply with' he mandatory requirements listed in the Inspection Checklist. 3`ose,�I R. Morena Mech G�,;«J Des,��heY..� J�Se �Z. J�'lQrehll o��a� �✓6 Nam'e-Title �— Signature Date � � ( I I � � I I I I � � �� I Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 4 of 18 Zephyrhills-Energy Calcs.cck ' I ' �� i I i � . i , i COlVlcheck Softvvare Version 4.0.4.0 Inspection Checklist I Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 44.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each req�irement, the user certifies that a code requirement will be met and how that is documented, or that an exception is b�ing claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Se"ttion I�# Plan Review Complies? Comments/Assumptions & Req.ID C10�3.2 ;Plans and/or specifications provide all ;�Complies ;Requirement will be met. [PR1]1 �information with which compliance ;�Does Not ;can be determined for the building � � ;envelope and document where ;�Not Observable� �exceptions to the standard are ;ONot Applicable ; ;claimed. C103.2 ;Plans,specifications, and/or ;❑Complies [PR2]1 �calculations provide all information ;❑Does Not i ;with which compliance can be ;�Not Observable; �determined forthe mechanical �systems and equipment and ',❑Not Applicable ; � ;document where exceptions to the ; ; �standard are claimed. Load I �calculations per acceptable � � , ;engineering standards and ; � ;handbooks. C40�5.7 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR17]1 �calculations provide all information �❑Does Not ;with which compliance can be � ;determined for the electrical systems �❑Not Observable� �and equipment and document where ��Not Applicable ; i ;exceptions are claimed. Provisions are ; �made for metering individual tenant � �units. Feeder connectors sized in � � ;accordance with approved plans with ; �maximum drop of 2%and branch i �circuits sized for maximum drop of � ;3%. C103.2 ;Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR�]1 �calculations provide all information �❑Does Not ; ;with which compliance can be ; � ;determined for the interior lighting ��Not Observable; �and electrical systems and equipment ��Not Applicable ; ;and document where exceptions to �the standard are claimed. Information � �provided should include interior ;lighting power calculations,wattage of; �bulbs and ballasts,transformers and � I �control devices. � C40�6 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR��]1 �calculations provide all information ;❑Does Not ; ;with which compliance can be � � �determined for the additional energy ;�Not Observable� �efficiency package options. ;❑Not Applicable ; C402.3.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met. [PR�O]1 �percent of the gross above-grade wall �ODoes Not � ;area. � � � �❑Not Observable; ;❑Not Applicable � ' 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 5 of 18 Zephyrhills-Energy Calcs.cck i i� . � se�tion �# Plan Review torreplies? Comr»entslAssumptions &R;eq.ID C402.3.1 ;The skylight area <= 3 percent of the ;�Complies [PRI I�1 �gross roof area. �Dpoes Not �� '�Not Observable� � ; [ONot Applicable ; C402.3.2 ;In enclosed spaces> I0,000 ft2 ;C�Complies ;Exception: Requirement does not apply. [PRl4]1 �directly under a roof with ceiling ;�poes Nat ; j ;heights>15 ft. and used as an affice, � � ' ;lobby, atrium, concourse, corridor, �ONot Observable� � �storage, gymnasium/exercise center, �❑Not Applicable ; � ; ;convention center,automotive , �service, manufacturing, non- � � �refrigerated warehouse, retail store, � � ' ;distributionlsorting area, ; �transportation, or workshop,the � ' �following requirements apply: (a)the � � ;daylight zane under skytights is>- �half the floor area; (b)the skylight � ;area to daylight zone is>=3 perc�nt ;with a skylight VT>=0.40;or a I �minimum skylight effective aperture � � ;>= 1 percent. C40i 3.2. ;Skylights in office,storage, ;DCamplies ;Exception: Requirement daes not apply. 2 �� automative service, manufacturing, ;�poes Nat � [PR15]1 ;non-refrigerated warehouse, retail � � ;store, and distributionlsarting area ;O�1ot Observable� �have a measured haze value> 90 ;DNot Applicable ; ;percent unless designed to exdude ; � �direct suntight. � C402.4.9 ;Ceilings with vented dropped ceiling ;�Complies [PR7�6]� �cavities over conditianed spaces have ��Does Not ;a continuous air barrier between the � � ;conditianed space and the vented ;�Not Observable� �unconditioned space and are sealed to��Not Applicable ; ;the air barrier of the walls.Unvented ; ; � ;dropped ceiling cavities over ; � I �conditioned spaces without air barrier � ; ' ;between the conditioned and I unconditioned space are sealed from � lthe exterior environment and adjacent� ;spaces by a continuous air barrier and ; ; �is sealed to the air barrier of the walis. � ;Unconditioned spaces above separate ; j ;tenancies contain dividing partitians ; �between the tenancies to farm a � ;continuous air barrier that is sealed at ; ;the teiling and roof. Buildictg cavities ; �designed to be air distribution system � ;components are sealed according to ; ,the criteria far air duets, plenums,etc. ; ; i lin Section C403.2.7. u Additional CammentslAssumptions: ( �I � I � 1 High Impact(Tier 1) 2 Medium tmpact(Tier 2} 3 �ow tmpact(Tier 3) Proje�ct Title: 7Q6 Zephyrhills, F!. Report date: 07l22l16 Data fitename: W:\2014�2140096�706-215 (Zephyrhills, FL}-LBA\Building Drawing Package\Energy calcs\706 Page 6 of 18 Zephyrhilis-Energy Calcs.cck 'M � �i . � Section II# Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Slab edge insulation R-value. ;OComplies ;See the Envelope Assemblies table for values. [F03]2 �❑Does Not � � ;�Not Observable j �� ; ;�Not Applicable , C30'3.2 ;Slab edge insulation installed per ;�Complies [F04]z �manufacturer's instructions. ;ODoes Not N ; ;❑Not Observable; � ;�Not Applicable � C402.2.6 ;Slab edge insulation depth/length. ;�Complies ;See the Envelope Assem6lies table for values. [F05]z �Slab insulation extending awayfrom �❑Does Not ; � i building is covered by pavement or ��Not Observable; ;>= 10 inches of soil. , ;�Not Applicable ; C40i8.2.8, ;Exterior insulation protected against ;OComplies ;Requirement wiil be met. C40�4.5 �damage,sunlight, moisture, wind, ;�Does Not ; [F06]1 ;landscaping and equipment � � ;maintenance activities. �❑Not Observable� ( ;❑Not Applicable ; C40�3.2.4. ;Freeze protection and snow/ice ;❑Complies ; 5 �� melting system sensors for future ;❑Does Not � [F09]3 ;connection to controls. � u ;❑Not Observable; ' ;�Not Applicable ; C402.2.8 ;Bottom surface of floor structures ;�Complies ;Exception: Requirement does not apply. [F0�2]3 �incorporating radiant heating ;❑Does Not � � ;i115ulated to>=R-3.5. � �See the Envelope Assemblies table for values. ;�Not Observable; ;ONot Applicable tl Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhilis, FL Report date: 07/22/16 Data filename: W:\2014\2140096V06-215 (Zephyrhills, FL)-LBA�Building Drawing Package\Energy calcsV06 Page 7 of 18 � Zephyrhills-Energy Calcs.cck i I, i! - � Section II# Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C40�2.4.3, ;Factory-built fenestration and doors ;❑Complies C40�2.4.4 �are labeled as meeting air leakage ;❑Does Not [FR18]3 ;requirements. ;❑Not Observable; `, ;ONot Applicable j C402.3.3, ;VertiCal fellestfation U-FaCto�. ;❑Complies ;See the Envelope Assemblies table for values. C4023.4 � ;❑Does Not [FR8]1 ;❑Not Observable; ;❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the EnvelopeAssemblies table forvalues. [FR10]1 � �❑Does Not � � ' � ;❑Not Observable� , ;ONot Applicable , C30;3.z3 �Fenestration products rated in ;❑Complies �Exception: Default values are used. [FR12] �accordance with NFRC. ;❑Does Not � ; ;pNot Observable; ; ;ONot Applicable ; C30�3.1.3 ;Fenestration products are certified as ;OComplies ;Requirement will be met. [FR13]1 �to performance labels or certificates �❑Does Not I'� ;provided. ;❑Not Observable i � I ' ;❑Not Applicable � C402.2.7 ;U-factor of opaque doors associated ;❑Complies ;See the Enve/ope Assemblies table for values. [FR14]� ;with the building thermal envelope �❑Does Not ; I �meets requirements. � � ;�Not Observable; ; ��Not Applicable ; Adc�itional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Proje�ct Title: 706 Zephyrhills, FL Report date: 07/22/16 Data�filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcsV06 Page 8 of 18 iZephyrhills-Energy Calcs.cck I I i' . , . '{ N Section I�# Mechanical Rough-In Inspection Complies? Comments/Assumptions & R;eq.ID C403.2.3 ;HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values. [ME55]2 ;❑Does Not i � � � ;❑Not Observable; ;� ;❑Not Applicable C402.4.5. ;Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. 1 I; �motorized dampers that automatically �❑Does Not ; [ME3]3 ;close. � � i ;�Not Observable; � ;�Not Applicable C403.2.5. ;Demand control ventilation provided ',❑Complies 1 � �for spaces>500 sq.ft. and >25 ;❑Does Not � [ME59]1 ;people/1000 sq.ft. occupant density � �and served by systems with air side �ONot Observable� �economizer, auto modulating outside ��NotApplicable ; ;air damper control, or design airtlow i �>3,000 cfm. C403.2.7. ;HVAC ducts and plenums insulated ;OComplies ; 1 �� and sealed according to Florida ;❑Does Not � [ME60]2 ;Section C403.2.7,Table C403.2.7.1, � ;Table C403.2.7.2. �ONot Observable� ' ;ONot Applicable C403.2.7. ;All ducts, air handlers,filter boxes, ;❑Complies 2 I� �building cavities, mechanical closets ;�Does Not � [ME79]2 ;and enclosed support platforms that � ;form the primary air containment ��Not Observable� ;passageways for air distribution ;DNot Applicable ; ;systems are constructed and erected ; �in accordance with Table C403.2.7.2 �and with Chapter 6 of the Florida � ;Building Code, Mechanical. Ducts are ; ; �be constructed, braced, reinforced � � ;and installed to provide structural ;strength and durability.All transverse ; �joints, longitudinal seams and fitting � � ' � ;connections are securely fastened in ; � ;accordance with the applicable �standards of this section. � C403.2.7. ;Duct insulation is protected from ;❑Complies 1.2 �� damage but not limited to the ��Does Not ; [ME80]z ;following: 1. Insulation exposed to j � ;weather is suitable for outdoor �ONot Observable; �service. Cellular foam insulation is ;ONot Applicable ; ;protected or painted with a coating ; ; ;that is water retardant and provides � �shielding from solar radiation.2. � ;Insulation covering cooling ducts ; �, �located outside the conditioned space � �� is vapor retardant located outside the � � ii ;insulation, all penetrations and joints ; ; + �of which shail be sealed. ; C403.2.7. ;Additional insulation with vapor ;❑Complies 1.3 ;� ;barrier is provided where the ;❑Does Not � [ME81]z ;minimum duct insulation requirements; � �i ;of Section C403.2.7.1.1 are ,❑Not Observable; ;! �determined to be insufficient to ;ONot Applicable ; �� ;prevent condensation. C403.2.8. ;Piping Insulation exposed to weather ;❑Complies ; 1 I� �is protected from damage (due to sun,�ODoes Not ; [ME i]3 ;moisture, wind, etc.). � ;❑Not Observable; ;❑Not Applicable , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data��filename: W:\2014\2140096\706-215 (Zephyrhills, FL)- LBA\Building Drawing Package\Energy calcs\706 Page 9 of 18 i Zephyrhills-Energy Calcs.cck I i' ,I � ; . i� II section I# Mechanical Rough-In Inspection Complies? Comments/Assumptions & f�eq.ID C403.2.8 ;Thermally ineffective panel surfaces of;❑Complies � [ME��1]3 �sensible heating panels have �❑Does Not � ;insulation >= R-3.5. � ;�Not Observable; �� ;❑Not Applicable , C403.2.7. ;Ducts, air handlers,filter boxes, ;�Complies 3 ; �building cavities, mechanical closets ;�Does Not ; [ME10]� ;and enclosed support platforms that ; � ;form the primary air containment �❑Not Observable� �! �passageways for air distribution ;❑Not Applicable ; �� ;systems are sealed in accordance with; �i �the applicable criteria of this section i �and Table C403.2.7.2. C403.2.7. ;Air distribution systems are sized and ;OComplies 5 �� designed in accordance with ;❑Does Not � [ME76]2 ;recognized engineering standards. � ;Refer to section details. �❑Not Observable� ;ONot Applicable � C403.2.7. ;Air-handling units not installed in ;❑Complies 6 �I �attics of commercial buildings. ;❑Does Not � [MEi 7]� � � � ;❑Not Observable; , j❑Not Applicable � C40�3.2.7. ;Cavities in framed spaces are not ;❑Complies 4 �I �used to deliver air from or return air to�❑Does Not ; [ME78]� ;the conditioning system unless they � ;contain an air duct insert which is �❑Not Observable� �insulated in accordance with Section �ONot Applicable ; ;C403.2.7.1 and constructed and � I ;sealed in accordance with the ; �requirements of Section C403.2.7.2 � ;appropriate for the duct materials ; �used. ; C403.2.7. ;Ductwork operating >3 in.water ;OComplies ; 1.3 II ;column requires air leakage testing. �❑Does Not � [MEi 1]3 � � 1❑Not Observable; ;❑Not Applicable � C403.3.1, ;Air economizers provided where ;OComplies C403.3.1. �required, meet the requirements for ��Does Not � 1 I� ;design capacity, control signal, � � [ME62]1 ;ventilation controls, high-limit shut-off,;�Not Observable� �integrated economizer control, and ;ONot Applicable ; � ' ;provide a means to relieve excess �outside air during operation. C408.2.2. ;Air outlets and zone terminal devices ;�Complies ; 1 II �have means for air balancing. ;❑Does Not ; [ME53]3 � � j ;❑Not Observable� I ;�Not Applicable � C403.4.2 ;VAV fan motors>=7.5 hp to be driven;�Complies [ME66]z ;by variable speed drive, have a vane- �❑Does Not ; � ;axial fan with variable pitch blades, or ; � ;have controls to limit fan motor �❑Not Observable� �� demand. ;❑Not Applicable ; C403.2.6 ;Exhaust air energy recovery on ;❑Complies [ME57]1 �systems meeting Table C403.2.6 iODoes Not � ;❑Not Observable; � � ;ONot Applicable ; C403.2.11;Unenclosed spaces that are heated ;❑Complies ' [ME71]z �use only radiant heat. ;ODoes Not I ;❑Not Observable; � ;�Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Datai�filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 10 of 18 �� Zephyrhills-Energy Calcs.cck u li I� I' I' i � � � ;� Adc�itional Comments/Assumptions: li I � i I V � I � � I � � I I I � 4 II 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data'�filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 11 of 18 i Zephyrhills-Energy Calcs.cck I I� I i; • i, I' , il il Section I�# Rough-In Electrical Inspection Complies? Comments/Assumptions & R�eq.ID C405.2.2. ;Automatic controls to shut off all ;❑Complies ;Requirement will be met. 1 II �building lighting installed in all ;❑Does Not ; [EL22]z ;buildings. ;❑Not Observable i ; ;�Not Applicable ; C40,5.2.1. ;Independent lighting controls installed ;❑Complies ;Requirement will be met. 1 �per approved lighting plans and all ��Does Not [EL23]z ;manual controls readily accessible and; � ;visible to occupants. �ONot Observable� ; ;�Not Applicable ; C405.2.1. ;Lighting controls installed to uniformly;�Complies ;Requirement will be met. 2 �reduce the lighting load by at least ��Does Not [EL15]1 ;50%. ' ;�Not Observable; � � ;�Not Applicable ; C40,5.2.2. ;Daylight zones provided with ;❑Complies ;Exception: Requirement does not apply. 3 � ;individual controls that control the ;❑Does Not ; [EL II6]� ;lights independent of general area ��Not Observable; ;lighting. ;ONot Applicable C405.2.3 ;Sleeping units have at least one ;❑Complies ;Exception: Requirement does not apply. [EL1�7]3 �master switch at the main entry door �❑Does Not � I ;that controls wired luminaires and � � ;switched receptacles. �❑Not Observable� ��Not Applicable C40'5.2.2. ;Occupancy sensors installed in ;❑Complies ;Requirement will be met. 2 �� required spaces. ;�Does Not � IE�}$Il ' 4 ;❑Not Observable; f ;�Not Applicable , C405.2.2. ;Primary sidelighted areas are ;�Complies ;Exception: Requirement does not apply. 3 I� �equipped with required lighting ;ODoes Not ; [EL�0]1 �controls. � � ;QNot Observable; � ;�Not Applicable � C405.2.2. ;Enclosed spaces with daylight area ;�Complies ;Exception: Requirement does not apply. 3 II �under skylights and rooftop monitors �ODoes Not ; [EL2�1]� ;are equipped with required lighting ; � 1 ;controls. �❑Not Observable; � ;❑Not Applicable ; C405.2.3 ;Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 �specific uses installed per approved �❑Does Not � �lighting plans. � ;�Not Observable; ; ;ONot Applicable � C405.3 ;Fluorescent luminaires with odd ;OComplies ;Requirement will be met. [EL1�9]3 �numbered lamp configurations that ��Does Not ;are within 10 feet center to center(if � � ;recess mounted) or are within 1 foot ;❑Not Observable; �edge to edge(if pendant or surtace I�Not Applicable ; � ;mounted)shall be tandem wired. ; C405.4 ;Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met, [EL6']1 �face. ��Does Not ;❑Not Observable; ; �ONot Applicable ; C405.2.3 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8;]1 �allowed for special functions per the �❑Does Not I ;approved lighting plans and is ; � 1 ;automatically controlled and �❑Not Observable I �separated from general lighting. ;❑Not Applicable ; ii , AdcBitional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data�filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 12 of 18 Zephyrhills-Energy Calcs.cck I I I i� i - ; � 'i i ;, � ,, � � ; �; � ► 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data�filename: W:\2014\2140096\706-215 (Zephyrhills, FL)- LBA\Building Drawing Package\Energy calcs\706 Page 13 of 18 � Zephyrhills-Energy Calcs.cck I I P I I I i� _ �I i I ' II I, I I Section I�# Insulation Inspection Complies? Comments/Assumptions & Req.ID C402.4.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 �� building thermal envelope are sealed, �❑Does Not ; [INli)1 ;caulked, gasketed, weather stripped ��Not Observable; ,i �or wrapped with moisture vapor- �permeable wrapping material to �❑Not Applicable ; '� ;minimize air leakage. � � C40,2.4.2. ;Roof R-value. Fof some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 1 � �systems, verification may need to �❑Does Not [IN2]1 ;occur during Framing Inspection. � ;ONot Observable; ; � ;❑Not Applicable C303.2, ;Roof insulation installed per ;❑Complies ;Requirement will be met. C40�7.2.1 �manufacturer's instructions. Blown or �ODoes Not [IN3j1 ;poured loose-fill insulation is installed � � �only where the roof slope is <=3 in �❑Not Observable; �12. Roof/ceiling insulated to an R- ;�Not Applicable ; ;value of at least R-10. Multiple-family ; �residential roofs/ceilings insulated to i �an R-value of at least R-19.Where � ;cavities beneath a roof deck are ; iventilated,the ceiling is considered ' �the envelope component. � C40�2.2.1. ;High-albedo roofs satisfy one of the ;❑Complies ;Requirement will be met. 1 �� following: 3-year-aged solar �ODoes Not j [IN5,]3 ;reflectance >=0.55 and thermal � � ;emittance>=0.75,3-year-aged solar ;�Not Observable� �reflectance index>= 64.0, initial year ��Not Applicable ; ;solar reflectance >= 0.70 and thermal ; �emittance>=0.75, or initial year � � �solar reflectance index>= 82.0. C303.2 ;Above-grade wall insulation installed ;�Complies ;Requirement will be met. [IN7i]1 �per manufacturer's instructions. j❑Does Not J ; ;�Not Observable� il ` ;�Not Applicable ; C402.2.5 ;FlOor insulation R-value. ;❑Complle5 ;See the Envelope Assemblies table for values. UN$�l� ' �ODoes Not � I( ' ;ONot Observable� ;ONot Applicable C303.1 'Buildin envelo e insulation is labeled 'OCom lies 'Re uirement will be met. � � 9 p P � 9 [IN1�0]� �with R-value or insulation certificate �ODoes Not ! ;providing R-value and other relevant � � II ;data. �ONot Observable; ;❑Not Applicable ; C303.2.1 ;Exterior insulation is protected from ;OComplies ;Exception: Requirement does not apply. [INli4]� �damage with a protective material. ;❑Does Not I ;Verification for exposed foundation � � ;insulation may need to occur during ;�Not Observable� ; �Foundation Inspection. ;ONotApplicable ; C402.2.1 ;Insulation intended to meet the roof ;❑Complies ; [IN1�7]3 �insulation requirements cannot be �❑Does Not ; I ;installed on top of a suspended � i ;ceiling. Mark this requirement ��Not Observable� �compliant if insulation is installed ',ONot Applicable ; � ;accordingly. u Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W•\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 14 of 18 I� Zephyrhills-Energy Calcs.cck li I� i; I� i' i; p i Section II# Final Inspection Complies? Comments/Assumptions & Req.ID C402.4.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [FI37]1 �dock cargo doors. ;�Does Not � I ;ONot Observable; � i�Not Applicable j ,� C40�3.2.4. ;Heating and cooling to each zone is ;OComplies 1 �controlled by a thermostat control. �❑Does Not � [FI47]3 � ;ONot Observable; ;�Not Applicable C403.2.4. ;Minimum one humidity control device ;❑Complies 3.4 i� �per installed ;�Does Not � [FI5�1]3 ;humidification/dehumidification � �system. Controls prevent �❑Not Observable� �simultaneous operation of ;�Not Applicable ; ;humidification and dehumidification ;equipment. C403.2.4. ;Thermostatic controls have a 5 °F ;❑Complies 2 j� ;deadband. ;�Does Not � [FI38]3 ' � � ' ;ONot Observable; ; ;❑Not Applicable C403.2.4. ;Temperature controls have setpoint ;❑Complies 2 II �overlap restrictions. �❑Does Not � [FI2�]3 � � ��Not Observable; ;❑Not Applicable C403.2.4. ;Each zone equipped with setback ;OComplies ; 3 I� �controls using automatic time clock or �❑Does Not � [FI3i)3 ;programmable control system. � � ;❑Not Observable; ;❑Not Applicable , C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies 3 II �(heat) and 85°F (cool); 7-day clock, 2- �❑Does Not ; [FI40]3 ;hour occupant override, 10-hour � � ;backup �❑Not Observable; j❑Not Applicable � C403.2.4. ;Systems include optimum start ;OComplies � 3.3 N �controls. �ODoes Not � [FI41]3 i � � I� ;�Not Observable; u I ;ONot Applicable ; C408.2.5. ;Furnished HVAC as-built drawings ;OComplies 1 �� submitted within 90 days of system �❑Does Not � [FI7]3 ;acceptance. � � ;❑Not Observable; ;�Not Applicable � C303.3, ;Furnished O&M manuals for HVAC ;❑Complies C408.2.5. �systems within 90 days of system �❑Does Not � [F1813 ;acceptance. _ ;�NotObservable; II ;ONot Applicable ; C408.2.5. ;An air and/or hydronic system ;OComplies 3 i� �balancing report is provided for HVAC ��Does Not � [FI43]� ;systems. � � � �❑Not Observable; � � ;ONot Applicable ; C408.2.3. ;HVAC control systems have been ;�Complies ; 2 �� tested to ensure proper operation, ;ODoes Not ; [FI1 i]1 ;calibration and adjustment of controls.; � ,�Not Observable; '❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) i I Project Title: 706 Zephyrhills, FL Report date: 07/22/16 I Data,lfilename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcs\706 Page 15 of 18 � i Zephyrhills-Energy Calcs.cck I I ,, �� i' � �i Section I�# Final Inspection Complies? Comments/Assumptions &Req.ID C408.2.2 ;An air and/or hydronic system ;❑Complies [Fi54]3 �balancing report is provided for HVAC ;❑Does Not � ry ;systems serving zones>5,000 ft2 of ��Not Observable; , ;conditioned area. Refer to section for ;; �full details. ;�Not Applicable ; C402.4.8 ;Recessed luminaires in thermal ;❑Complies ;Exception: Requirement does not apply. [FI26]3 �envelope to limit infiltration and be IC �❑Does Not � � ;rated and labeled.Seal between ; � ;interiorfinish and luminaire housing. ;❑Not Observable� ;�Not Applicable , C403.2.1 ;HVAC systems and equipment design ;�Complies [FI50]3 �loads calculated in accordance with ;❑Does Not ;ANSI/ASHRAE/ACCA Standard 183 or � � �183 or ACCA Manual N and shali be �❑Not Observable� �attached to the code compliance form ��Not Applicable ; i ;submitted to the building department ; i �when the building is permitted or, in � �the event the mechanical permit is ;obtained at a later time,the sizing i ;calculation shall be submitted with the� � ;application for the mechanical permit. � C403.2.2 ;HVAC systems and equipment ;OComplies [FI27]3 �capacity does not exceed calculated �❑Does Not � � ;loads. � I ;❑Not Observable; ;ONot Applicable ; C408.2.5. ;Furnished as-built drawings for ;OComplies ;Requirement will be met. 1 �I �electric power systems within 30 days �ODoes Not � [Flli]3 ;of system acceptance. � � ;❑Not Observable; ; ��Not Applicable ; C303.3, ;Furnished O&M instructions for ;❑Complies ;Requirement will be met. C408.2.5. �systems and equipment to the ;ODoes Not � 2 I� ;building owner or designated � [FI17]3 ;representative. �❑Not Observable� I ;❑Not Applicable ; � C405.5.2 ;Interior installed lamp and fixture ;❑Complies ;see the InteriorLighting fixture schedule forvalues. [FI18]1 �lighting power is consistent with what �ODoes Not � I ;is shown on the approved lighting � ' ;plans, demonstrating proposed watts ��Not Observable� �are less than or equal to allowed ',ONot Applicable ; ;watts. C408.2.1 ;Commissioning plan developed by ;❑Complies ; [FI28]1 �registered design professional or �❑Does Not ;approved agency. � � ;❑Not Observable; ;ONot Applicable ; C408.2.4 ;Preliminary commissioning report ;❑Complies ; [FI29]1 �completed and certified by registered �ODoes Not l ;design professional or approved � � I ;agency. ��Not Observable; � ;ONot Applicable ; C408.2.5. ;Final commissioning report due to ;❑Complies 4 �j �building owner within 90 days of ;❑Does Not � [FI3�]i ;receipt of certificate of occupancy. � � � ;❑Not Observable I � ; ;❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies 1 q �ensure proper operation. �❑Does Not � [FI3i]1 ; ;❑NotObservable; � ;❑Not Applicable � 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data�filename: W:�2014\2140096V06-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcsV06 Page 16 of 18 Zephyrhills-Energy Calcs.cck i � � i� � I • ;� � �; Section I ��# Fina! lnspection Camplies? CammentsJAssumptions & Req.lD C408.2.3. ;Economizers have been tested to ;C]Complies 3 � �ensure proper operation. ;OC}oes Not (Fi32]1 ' ; i� ; �pNot Observable; �� ;�Not Applicabie , � C408,3 ;Lighting systems have been tested to ;DCompties ;Requirement will be met. [FI33]1 �ensure proper calibration, adjustment, ��poes Not ,programming, and operatiort. ; � , ; �[]Not observabie; i � ;�Not Applicable C406 ;Efficient HVAC performance, efficient ,�Compties [Ft34]1 �lighting system, or on-site supply of �Opoes Not I� ;renewable energy consistent with � ; ;what is shown the approved plans. ;��ot Observabie� ii � �ONot Applicable ; Additiona) CommentslAssumptians: i � � � i i 1 High lrnpact(Tier 1) 2 Medium(mpact(Tier 2} 3 Low tmpact(Tier 3} Proje�ct Title: 706 Zephyrhills, FL Report date: 07/2�(16 Data�filename: W:t2014�2140046��06-215 {Zephyrhills, FL}-�BA�Suiiding prawing Patkage�Energy calcs\706 Page 17 of 1S Zephyrhills-Energy Calcs,cck � i; �' !i � , I, �; , I I � i I � � �� ,� �f ;i i ! I � � � � I f I I I i ' i Project Title: 706 Zephyrhills, FL Report date: 07/22/16 Data filename: W:\2014\2140096\706-215 (Zephyrhills, FL)-LBA\Building Drawing Package\Energy calcsV06 Page 18 of 18 I! Zephyrhills-Energy Calcs.cck , I I I! i� I� . � - -- - --- " I' "' Air S�stem Sizing Summary for RTU-36 Project Name:706 Zephyrhills-FL LBA 07/20/201 � Pre aretl b :CUHACI&PETERSON ARCHITECTS 02:26P Air System Information _ Air System Name ......................................... RTU-36 Number of zones ......................................................... 1 Equip'ment Class .................................. PKG ROOF Floor Area ........................................................... 3050.0 ftZ Air System Type .......................................... SZCAV Location ............................................... Tampa,Florida II Sizing Calculation Information Calculation Months ................................ Jan to Dec Zone CFM Sizing ................... Peak zone sensible load Sizin i' Data ...................................... User-Modified Space CFM Sizing .................. Coincident space loads 9 Central Cooling Coil Sizing Data Total coil load ..................................................... 9.8 Tons Load occurs at ................................................ Jun 1500 Total�coil load ................................................. 117.9 MBH OA DB/WB .................................................. 91.0/77.0 °F Sensi�le coil load .............................................. 87.9 MBH Entering DB/WB .......................................... 79.0/66.4 °F Coil CFM at Jun 1500 ....................... .............. 3700 CFM Leaving DB/WB ........................................... 57.0/55.9 °F Maxblock CFM ................................................ 3700 CFM Coil ADP ................................................................ 54.6 °F Sum of peak zone CFM ................................... 3700 CFM Bypass Factor ....................................................... 0.100 Sensible heat ratio .......................................... 0.746 Resulting RH ............................................................. 50 % ftz/To�n ............................................................. 310.4 Desi n su I tem . . . .. . 58.0 °F 9 PP Y P. ............................. .... .... ... BTU/�hr-ft2) ....................................................... 38.7 Zone T-stat Check ................................................ 0 of 1 OK Wate'r flow @ 10.0°F rise .................................. N/A Max zone temperature deviation ............................... 1.4 °F � Central Heating Coil Sizing Data Max c .................................................... ,oil load 51.0 MBH Load occurs at .................................................. Des Htg Coil GFM at Des Htg ........................................ 3700 CFM BTU/(hr-ft2) ............................................................. 16.7 Max coil CFM .................................................. 3700 CFM Ent.DB/Lvg DB ........................................... 63.8/76.6 °F , Water flow @ 20.0°F drop ................................ N/A Supply Fan Sizing Data Actua�max CFM .............................................. 3700 CFM Fan motor BHP ...................................................... 0.00 BHP Standard CFM ................................................. 3699 CFM Fan motor kW ......................................................... 0.00 kW I�max CFM/ft2 ........................................... 1.21 CFM/ftz Fan static ............................................................... 0.00 in wg Actua Outdoor�Ventilation Air Data Design airflow CFM ........................................... 650 CFM CFM/person .......................................................... 16.25 CFM/person , CFM/ftZ ......................................... .................. 0.21 CFM/ftZ i � I' I I' Hourly Anialysis Program v4.90 Page 1 of 1 i' - — -__ t �r � �.-•=�,;::;;z�-:_ ,�-� r�•: _ � ;;�:��:�:-� _r.�...:._��t... ;:;� .� �.�..w-`�-~- >��. Jol�xis�n �a�k&�iolc�er��o��s '.�-t ii:4�'.'^^�'�-='"'1'-`'"'+'�"'�1 , f i�iL.�''�_—'=iy��r=;l CQNSI.II_T1 NG�STR Uf_TURA L F_NCI NGERB I I I � • REVISED STR�JCTURA,L CA�„CULATIONS • i � FOR Liqu�r �ox .A�dd�tion w�.-�� Rc�� #0�06 i � Zephyrhil�s, FI� Project#1435000706—(AI)D#3—07/11/16) I - I I � ,o�g @ 5 � ��p�,B — i �e'��' � i—I r`'-t! I,,�'E'a � / . ...' � r�� J� I f9 C("\ '��\fJt..'y'U�^"° `jl yF n� �..7.' u� cT e�Cfff��' RI(� •A � r� !y, 1\`✓ /� l r � . � j:� ��q a. � ) �r��y 4u �, �' .1 r- n' -l..J� m, ICp ��,1'�'. ! ��D�'�d''� .~ ��, �(_)hi t`-%�°`�('J'`Jry �6�8�'��''';``fl`�L C��b �J ��eaaa�es ��//�' � ,, ,, . �� ,, +► � �. � _ , � Proiec� Des��r� Loads � , � a Project Mame: #0706 Zephyrhills F!Liquor Box Project Number: 1435000706 Engineer: CMP Buildin Code:�?�! Florida Buildin Code Loads Dead Load= 15 psf Roof Live.Load= 20 psf Snodu Load=See�Below - • Faundations• Type: Spread Footings - 5ite Class: D Bearing Pressure: Individual= 2500 psf Wall= 2500 psf Wind Loads• Wind 5peed= 140 mph Exposure Category= C Risk Category= I I Snow Loads: Ground Snow Load,pg= 0 psf Importance Factor(I)= 1.00 5now Exposure Factor(C�)= 1.0 Roof Thermal Factor(C�)= 1.0 Flat Roof Snow Load= 0 psf �`. 1 of 60 b I' ', � '� i i I+ _ i ; i � ; �0706 Zephyrhills FL Liquor Box Date: �Z)o�{i� , ; i; Rroject# 1435000706 Engineer. CMP . i� - Joist and Girder Desi�n - � , Joist#1 Span= 40 feet Spacing= � 6 feet on center � Loads DL= 90.0 pEf l.L= 120.0 plf - ` SL= 0.0 plf 7L= 210.0 plf _ . � Joist#1 use: 26K5 - ` � allawable= - 227 pIf Joist#1 girder reaction= 4.200 Kips Joist#2 Span= 40 feet Spacing= 5.73 feet on center Loads DL= 86.0 plf LL= 114.6 plf 5!= 0.0 plf . TL= 200.6 p(f Joist#2 use: 26K5 � alfowable= 227 plf loist#2 girder reaction= 4.011 Kips J�ist#3 Span= 49 feet Spacing= 6.21 feet an center Loads Dl= 93.2 plf LL= 124.2 plf SL= 0.0 plf TL= 217.4 plf Joist#3 use: 30K8 allowable= 234 plf Joist#3 girder reaction= 5.325 Kips Mech Unit Add loads to Girder point load locations from girder{ea load in feet) RTU �600 Ib point load ' 8.5 feet 13.5 feet joist span= 40 feet Add load to girder= 0_87 kips point load lacations from girder(ea load in feet) Condenser 100 Ib point load 3 feet 5.5 feet jaist span= 40 feet Add koad to girder= 0.].79 kips point load locations from girder(ea foad in feet) Condenser 100 Ib point load :26.25 feet 28.75 feet joist span= 40 feet Add load to girder= 0.063 kips Ij 2 of 60 I �I ' ! I � � 1'iqrt!/a S�sntl: 0. :::;•• • .>•�:.: -�---�-- y�5oao7os:... .:::.:.. ...,. : ...:,,. ::.;<s;;;.:,..:::•. :;::;;�::.< ....,,..,.:;;,..;. :r:..:: �,�.,�,a,�. ........... ........... °.'<>:::�:<;>:::;:;.:� {.:>?::s=: y070b Zephyihiils,:FG L'iquo�.Box'Addition: . ��n ��-�a��ea-�4,s�� .,��. .. • ��r `,r%%;`"'` "�'r.:>�?:%i CIvIP. 1Z DI I� }:?;:.. v,...:'s:'�?:a.....,. 'u: cnK..anr em. C O N�S C 1;'F'I 1 G S T'R..L't�'1'1:.lt A i. .i:N C I 1 G L'R S FBC 201�-(/ASCE 7-10 Wind Loads Warksheet Risk Category= ' :II' Tew=t.5-t Wind Spaed,V= 490 mph �ov�a:r>.5-�a For enclosed buildings of all heighls„regular Building Enclosura Classification= Enelosed secem ze.�o in shape,and does not have responsa Top of Highest Parapat,)�,= 19i50 ft cfiaracteristics making ft subjaci to eerass- � � Building Leest Norizonfal Dimensiori= .AD;67 ft wind loadfng,vartex shedding,instability due � to galtoping or flutler;or a site Iocallon where Eave Heipht,h= '7G:b0:.:.Fl channeling.eNecls or buFteling in the wake of Exposure Category= �G � Secnan 2¢La upwind obstruclions waRant speefa3 Wind Dlrectionality Factor,1C,�= .p;gg:.. T,t,to2a.ai " consideration. Wind Diredionality Faclor,iCd'(masonry walls)_. 1:d.:�.:. robfe 2a.r.� Topogrephic Feclor,1��_ "1:0: saem za.a? Velocily Pressure Exposure Caef.,}4= O.B7 7�i�27,s-t C8C and Parapet Velocity Pressure Exp.CosF.,14p= 0.90 7�iaso.ai Gust Efrect Faclor,G= 0.85 � s�u�z�.�.t Intamal Pressure Coeft.,GC�= 0.18 -0.�B Tawc ze.��-t �ulean RooF Height Velocily Pressure,q,(Kd�.85)= 3b.9 psf s�urn 27.s.2 C8C and Parepei Velocity Pressure,c�(I<d=D.85}= 38,3 psf s�um 27.a.z qz=p,ppZ56•K>_'I(�•Kd•V� C8C and Parapet Vetocity Pressure,q�(fCd=1.0)= 45,0 . psf son;on 27.32 qz=O.OD25GfCz"{C�•Kd'V Z Width of Pressure Coef.Zons,a= 4.0667 ft se�em�o.q-:a ASD Load Factar(LF)Appliad= Ot6 serum 2.A.i ' Main Wind Force Reslstinq Svstem Wind Forces Negative Intemal Pressure s��umzr,a.i GC�,� P„ (ASD) CN LF'Rv F 27.41 126.11-1 sf sf interwr 7_one� WindwardWall 0.8 -0.18; �:<.�t�d t9.7 �6 ps(minimuntotel Leewerd Wall -0.5 -0.1 B�;. ;;`.�=9;f1 -5.4 9.6 psf minimum lotal(ASD) SWawalis -0.7 -0.78 -75.3 -92 Roof -0.3 -0.18 -2.8 -1.7 End Zane'2`a: Wlndward Wall 0.8 -0.10 3i.8 19,1 Leeward Wsll -D.5 -0.78 -9.0 -5.4 Raof -0.9 -0.16 -21.6 -13.0 Positive Intemal Pressure soouo�,z�.a.t GC�� Pw (ASD) �� LF'Rv R 27.41 Tbl 26.'19-1 sf sf Inlerior Zone: Windward Wall 0.0 0.76""�z>�::�8;5 11.1 Leeward Well -0.5 0,18;: �<z:22;3 -13.4 Sidewalls -0.7 0,18 -28.6 -77.2 Roof -0.3 0.18 -1G,1 -9.6 �nd Zone:2'a[ Windward Wali 0.8 0,18 18.5 11.1 Lesward Wall -0.5 0.18 -22.3 -13.4 Roof -0.9 0.18 -34.8 -20.9 Parapet Forces sKu�zr.n.s Pw (ASD) GCP„ LF•Pw sF sF I nterior Zone: Wfndward Perapet i.5:,;; :.57;4 3A,4 Leeward Pare et -1 4:,'.:-.E3$3 -23.0 3 of 60 ; i � n,�Ru,� c.�n u: �Code& LoadS �as5000�os z ....... .s' P�qrcl Ilmm� „07D6 Zephyrhills,FL Liquor Box Addition 'ate.nr DY• CMP lZ�o{�t 5 ' a��,.eo, ey�. ;FBC 201 y /ASCE 7-10.Wind Loads Worksheet � � Components and Claddinq Wind Forces for Monoslope Roofs a#518:12 or tess Slope(Kd=0.85) " I ' ;� Negative Internal Pressure (MJn,prsssure/sudton=10 ps� s�sa,so.a.z - � GCd Pw (ASp) sf sf •F'u Ncla 5 m Fpure 30.3-1;GCp can bo rc�ced hy t 0yo I nterior Zon e: wt�m acto deyecs WBIIs Figuro30.47 - Tr�b>=soa nZ u.s3 -�.1d 3�.0 �a.s - Trib=200 ft` 0.693 -0.18 33.4 20.0 Trib=100 ft' 0.747 -0.18 35.5 21.3 Trib= SO ft` 0.783 -0,18 36.8 22_1 Trib= 20 tt` 0.855 -0.18 38.6 23.8 Trib<_ '!0 fl` 0.9 -0.4 B 41.3 24.8 $2Qj Fpure:A.45A�F{Duro 10.42A Trib>=100 Ft` 0.20 -0.18 14.5 B.7 Trib= 50 ft` 0.23 -0.1 B 15.7 9.4 Trib= 20 ft` 0.27 -0.18 17.2 10.3 Trib<= tOft` 0.30 -0.78 78.4 11.4 ara e Case A 7.84 0,00 70.3 42.2 Note:Gcpi=O due to porosily of CMU parapel. Case 8 -1.57 0.00 -59.9 -35.4 See Tahle 26.11-1 End Zone;a: Wa115 Apum3�.41 Trib�=506 Rz 0•63 -0.t8 31.0 18.6 Trib=200 ft` D.fi93 -0.18 33.4 20,0 � Trib=100 ft' 0.747 -0.18 35.5 21.3 I Trib= 5D R` 0.783 -0.18 3fi.B 22.1 I Trib= 20 fl' 0.855 -0.18 39.6 23.8 � Trib e= 10 ft" 0.9 -D.f 8 4i.3 24.8 �Q[Fipure 30.45A�Flguro 30.A-2A�Fg�ue 30.41 Trib>=1 QO tt� 4.747 -0.18 35.5 21.3 Trib= 50 Ftz 0.r�J2 -0.18 37.2 22.3 Trib= 20 ft� O.B55 -0.18 39.6 23.8 Trib<= 10 fi� 0.9 -0.18 41.3 24.8 Parapel Case A 1.8Q O.OD 70.3 q2.2 Case B -1.68 0.� -64.4 -3B.6 Positive Intemal Pressure (f�1in_pressure/sucllon=10 psf) n�Ea sea.aa��.a.+ �P GC,i Pw LF•P�.'� •10% sf sf Interior Zone: Walis FiBuro30.41 Trib>=500 fiZ -�.72 0,18 -34.4 -20.7 Trib=200 ft1 •0.783 0.18 -36.8 -22,1 Trib=100 ft' -0.628 0.'1B -38.6 -23,1 Trib= 60 ft` -0.882 D.10 -40.6 -24.4 Trib= 20 ft` -0.945 D.18 -43.0 -25.8 Trib<= 10 ft` -0.99 0.1 B -44.8 -26.9 0o Fpura30.G5AbFlpurn30.4?R Tnb�=10D it` -0.9 0.18 -41.3 -24.8 7rib= 50 ftz -0.93 O.iB �1.� '��.5 Trib= Zo ft` -0.97 0.18 -44.0 -26.4 Trib<= 1Dft` -1 0.18 -45.1 -27.1 Pareoe Case A 1.84 0.00 70.3 42.2 Cese B 1.57 0.00 59,4 35.9 End Zone'a' alls Figure30.41 Trlb�=50p R� -0•72 0.19 -34.4 -20.7 Trib=2D0 ftt -O.B46 Q.18 -39.3 -23.6 Trib=10D fl' -0.954 0.18 -43.4 -26.0 Trib= 50 H` -1,035 0.78 -46.5 -27.9 Trib= 20 ft1 -1.181 O,SB -57.3 -30.8 Trib<= 10 fi` -}.26 0.18 •SS.i �3.1 0o Figura?o.4sA�Flguro 30.4-2A=>Ffguro 30A-1 Trib>_�00 ti� -1.1 0.1 B -49.0 -29.4 Trib= 50 ft' -1.37 0.78 -57.0 -34.2 Trib= 20 fl' -1.59 0.18 -fi7.i -40.6 Trib<= 10 H` -1.8 0.18 -i5.8 -45.5 ara e Caso A 1.84 0.00 70.3 42.2 �� Case B 1.6B 0.00 64.4 38.6 �� I� '� 4 of 60 I� � � �� i; c � Ymr.INa ��eM1:tllle p Code & Loads iass0007oe s .........3 �.�N�� i10706 Zaphyrhilis,FL Liquor 6ox Addilion rexMOy py. CMP 12'0(j�5 a.�..anr ca. FBC 2014 /ASCE 7-10 Wind Loads Worksheet ' Components and Claddinq Wind Forces{or Monosfope Roofs at 5l8•92 or]ess Slope(Kd=1 D� Negatfve Intemal Pressu�e (Min.pressure/suction=10 psf) Seclicn 3a.4.2 Cr aCd Pw LF'PW oi Sf s( 'Par Nate 5 m Fipvre 30,41;GCp c�n he reduced hy 1096 I n1 erfnr Zone: whm Bc�o dr�ces " W01�5 FiQure30,¢� ` Trib>=500ftZ U.s3 -U.1tl 36,b 11,y Trih=2�0 ft1 0.693 -O.�B 39.3 23.8 Trib=100 it' D.747 •0.18 41.7 25,0 Trtb= 50 ft` 0_783 A.78 43.3 25.0 � Trib= 20 fi` 0.855 -0.18 46.6 28.0 Trib<= 10 fl` 0.9 -0.18 48.6 29.2 0o flg�re 30.45A�Apwe 30,4-2A Trib>=100 fi` 0.20 -0.18 17.1 10.3 Tri6= SO flt 0.23 -0.98 18.5 11.1 Trib= 2Q ft� 0.27 -0.18 20.3 12.2 Trih<= 10 ft` 0.30 -0.18 27,6 13.0 Paraoel Case A 7.84 0.00 82.7 49.6 Note:Gcpi�due lo porosiEy ot CMU parapst. Cese B -1.57 0.06 -70.5 -42.3 See Table 26.11•1 End Zone:a: aIls Flgure 30.q-1 Tri6>=500 It� 0.63 -0.18 36.5 21.9 Trib=20D Fl` Q.693 -0.18 39.3 23.6 Trib=100 ft' D.t47 -0,18 q 1.7 25.0 Trib= 50 fi` 0.783 -0.18 43,3 26.0 Trib= 2i1 it` 0.855 -0.1 B 46.6 28.0 Trib<= 10 ft` 0,4 -0.1 B 48.6 29.2 Roof Figure30.45A=FlpurelD.q-?AUFkpure3D,41 7rib�=1D0 R' �•7A7 -0.18 47.7 25,0 Trib= 50 kZ 0.792 -0.18 43.8 26.3 Tri6= 20 ft� 0.855 -0,18 46.6 28.0 Trib<= 10 fi� 0.9 -0.1 B 4B.fi 29.2 ara Case A 1.&4 0.00 82.7 A9.6 Case B -1.68 0.00 -75.8 -45.5 PositfVe Intemal Pressure (Min.pressure/suclion=10 psf) ascEa s�cs.�2a� GCP GCot Pa LF'PW r.l -10% sf sF fhleri�r Zone• Walls Flgure3o.41 Trib>=SDOft� -0.72 0.18 -40.5 -24,3 Trib=200 fl` -0.763 0,78 -43.3 -26.0 Trib=10D fl' -O.B28 0.18 -45.4 -27.2 Trib= 50f1` -0.882 O.SB -d7,8 -28.7 Trib= 20((` -U.945 O.tB -50.6 �0.4 Tri6<= 10 fl` -0.99 0,18 -52.7 -31.6 Roo Flgure30.45A=>FlgureSOAdA Trib>=100 N2 -0.9 0.1 B -48.6 -29,2 Trib= 50 ft2 -0.93 0.18 -�•0 -30.0 7ritr= 20 K` -0.97 0.18 -57.8 -37.1 Trib<= tO fl` -1 0.18 -53.1 -31.9 a e CaseA 1.84 D.00 82.7 49.6 Case B 1.57 0.00 70.5 42.3 End Zone:a: WallS Fl8ura30.47 Trib�=500 Rz -�.72 0.78 -q0.b -24.3 7rih=200 ft` -0.84fi O.SB -46.2 -27.7 Trib=100 tt' -0.964 0.18 -51.0 -30.6 Trlb= 50 ft` -1,035 0.18 -54.7 -32,B Trib= 20 ft` -1.151 0,18 -60.4 -36.2 Tri6<= 70 ft` -1.26 0.18 -fi4.8 -38.9 $or �a�ra ao.au=Fm+�o so.n-�_>fl��e ao.an Trib�=9�D Rz -7.1 0.18 -57.6 -34.6 Trib= 50 ft` -1.31 0.18 -67.'1 -40.2 Tri6= 20 ft` -1.59 0.18 -79.7 -47.8 Trih<= 10 ft` -7.8 0.1B -89,1 -53.5 Paraoel Cese A 1.84 O.OD 82.7 h4.6 Case B 7.fi8 O.OD 75.6 A5.5 5 of 60 i I :i r I �0706 Zephr.:yhills,d�'�L-�ATERAL ANALYSIS PROJECT INFORMATION: �� ProJect Name:�0706 Zephryhflls,FL � ProJectNumber: 74380Q0706 Proto:Llquor:Box Building Code:�n�y FBC Engineer:CMP, Date• ��o►jls � . i WIND LOADS: Main Wind Force Resist(ng System(MWERS)(ASd values) , Windward V1/a11= Ww= .20_q �ndward Parapet= WwP= _ 36:9 - Leeward Wall= W�= 5.8 Leeward Parapet= W�P= :24.6 Components�Cladding Pressures(100 s� Max Wall Su�tion= Ws= 27.9 Max Parapet Pressure= WoP= 45.3 IWALL WIND LOADS �I Wall Height (JBE+2 Dlaphgram Wtnd Loads tUVindward at W�all No. TOM Parapet Hefght � 1J2") front} Wlnd Loads(Leeward at f ft ft ft front ..{�'•a,p a•'s� 1) FIv,�= 1 fi,64 19.70 : NP,= 3.07 , w,= 294 ptf w�_ °731 plf 2) Fl,,�_ - �16.21 �16.2i H�= 0.00 �•r;•�,wa;�' wZ= 166 plf wZ= - !l8 plf a c�t•R� 33 H,,,s= 16.73 19.70 HP�= 2.97 •.�;.��c L; w,= 29D plf w�_ = .:129 pff 4) f-1�= '17.25 19_70 ' H�= 2.45 •.r-°;.r1S�'y;�' wa= 273 pIE wa= - � :115�pIF Avg Peak Height above typ parapet � Peak) H,,,p= 0.00 �4.00 HP,= 4_00 ._�,$��„"x'�� wp= 94B pl( wp= - -:�99 plF i i �i �' �; 6 of 60 , � c Lateral Loads.Reactions Wafl#1 Lenglh= 40.67 ft _ Leeward toad on wal4= 131 pff Shear along wail= - 2U1 pIF , Existing Building w.: � � a. `=. `o. c s n m co o u� � r� �c c� rn rn � .- n m .� • �� n n '� u u 3 3 — m o, rn o 3 0 � m �' J x C b O � � # � � t � U a 3 3 .c m `° � � � m � � N Shear along existing wall= 33 plf Wall#4 Lenglh= $1.33 ft Leeward load on wail= 115 plf Shear along wall= 927 p(E Shearalon wall= 2i6 I( Windward load on wall= 290 plf Peak Windward Load on Wal1= 148 plf Wall�3 Length= �49.33 ft Peak Width= 2Q.083 ft Peak Start LocaGon off Walt#2= i9.92 ft 7 of 60 I i; � x , I � • I, i. ;#0706 ZephryhiUs, FL Date: l�o►�IS = il Project# 1435000706 Engineer. CMP � � DIAPHRACM DESICN � Maximum Diaphgram Shear: ,5ide Lap Zone � Diaphragm Design Stiear= 216 � plf ' Use 1 9/2"x .22 Gage.Metaf Deck(Type B wide rib) �� Fastener Types At Supports Fastner #10-16 TEK Screw Shear Factor of ave.s acing=fi'-0" Pattern Sidelap Fasteners Value Safety �ILTI� ILTI X-EDNK22-TFiQ12 36/7 �(:1.)�AT.(2�:}.EQ�SPIACES� , 234 plf 2.5 X-EDNI9-THQ12 36/7 1 A7:.2: EQ�SPACES 234 If 2.5 , .c .) t . ) .. . .. . .. ... p HIILTI X-ENP-19 36/7 �(1 )AT.:(2.)EQ.SRACES 234 plf 2.5 1 . . .... . . 5/8"DIAMETER PUDDLE WELDS 36/7 �(1 )AT(2:)EQ.SPACES 242 plf 2.75 �12 SELF pRtLLING SCREWS(#3 POINT) 36/7 :(3.).AT.(4:}EQ.SPACES 254 plf ,2.5 #12 SELF DRILLING SCREWS(#4 POINT) 36/7 (�3�)AT�(4�):EQ SPACES. 254 plf 2.5 �IR PNEUTEK K-66056 3$/7 (1.)AT(2).EQ SPACES 235 pif 2.5 �IR PN�UTEK SDK-63075 36l7 { 'I )Ai'(2)�EQ:SPACES 262 plf 2.5 �� 8 of 60 � � � 6 � � c #0706 Zephryhills, FL Date: ��I��+15 Project# 1435000706 Engineer: CMP STEEL DESIGN Perimeter Anqle Desiqn (Tvpical) Max Chard Force= 4.8 kips Use: L3x3x1/4 ( Fy= 36 ksi A= 12 Ar= 12.77 As= 1.44 in^2 Slenderness Check= Not Slender ry= 0.93 in Qs A= 1.02 Qs B= 2.96 . L= �75 "OC" Qs = 1.00 . .. .'� E=: 29000 ksi KL/r= 80.65 FE,= 44 b= .�. ... . . . 3 in Fcr= 25.56 t= 0.25 in Pn/f2= 22.04 Compression Check=� .(O�� Tvpical S�lice Continuous An41es Max Chord Force= j 4.B(Ecips Fy=�_�:<�:36='�:��ksi Fu =��:_��;58::-�:��`ksi Length of Bar=_:::::T�'1.2�=��:=-in ....,>..�...�..._.., ::�. Width of Bar=�:;:��;;�:=2;�:��y;in Tensile Capacity of Bar= 2'1.6 kips Bar Thickness= �_�="�;�0�5-�� 'in Capacity of Weld= 44.5 kips Weld Size=;;;��i0�25:�;;�';in �........_.._._.._._. _ Design=> OK , 9 of 60 � . , II 8o7u5ZepliyrfilAs,FL Date:(2�0l4 45 Pmjed R1435000706 � Engineer, CMP Shear Wall � Sliding Resistance at Wall With Comer Wall Considered I� Appfied Load=,�-s7i:6iz�; kfps Avg Eleva[ion of Appiied Load= -^":�:js;da:ry_:;:; il .. ... . _ i Lmerof S�car Wao Soll tnfortnotion: � wan{n� We'ight=;�;1`]0�''•._-_Pd PasslvePrnss=;�=:_200:�:.•';'pd � Coeft of Frction=;;:';`�4:9U:�;� � Wai�{A)-hformaNan Wall f 81-trdortnallon I Footlnp: Pc=_;�3qQ0':��PSf Foo[ing: fc=��:�3000.;`=psi b=:�42!i:::=€:fn b=:__`•_:,`:29=��::In I, i=��;'12,=�-.in l=_,=��Z2:�t;In srdinp RuL-tanmwnll�e� � TOF EL=:�:98'.67E::E{FF EL=1U0) TOF EL=��'=:=88�;r;;'(FF EL=100)� � � TOG EL=_:'10Q___=(FF EL=10D) 70G EL=��,w°iD0�;�;t�;(FF EL=10D� WatI:TOWEL=m:`d;A9��FFEL=106) WaI1:TOWEL=�';:Yy6;5;;:`(FFEL=100) WapW1==_ �55��=�:psf WeOWI=��f�i5`_';=psi t=`r�:v8�:t`i:f in t===:_';;8.,-:''In - i L=�;:;j10_6Z;�`it .^ F Root�uad Load: Rouf Do�d Lood: Wd=:�,:i;:6�0:��;�ptf Wd=;';=�S:j,?.�.:'`;P�f . . Wali(A}-Resulls Passive Pressure Al 6ollom oF Fooing Wa11(B)•Rasulis Wall Weight= 47.0 kips PP Max= 466 psf Wall Weight= 979 pH Passive Pressure Al 9alinm of Footng � Fooing Weighl= 122 kfps PP at Top o!Ftg FoWng Welght= 300 plf PP Maz= q60 psf So�Weight= 79 kips APMin= 266 psf SoAWelght= 191 pU Resuttant= 529 p7 ' Roof�ead Laart= 1.B kips R�af Dead Laed= 670 pIF F= 69 ktps PP Resultant= 0.73 kip E= 2080 plf Friction Restance= 21 kips FreUon Restance= 624 pK Tolal Lateral Res3stanw Load=_:_'-;1153:�`.::;plt � Waq(A)Talai Re�slanca Load lenglh Ba�d on Fooing Flezural Cnpedry ' Mn=Fr'S S=1!6'Pb^2 fr=7.5•�Pc)"0.5 i Ra= 21.43 ki s S= 1152 in' ' ir- 411 p:� , Mn= 473 K-{n �_�:�_0;65:s�:: Load - --_ - Fador= �_�;'I:B::� � Lbf= 5.27 ft Length Based on Foolhg Shear Capadty Vn=2'(Pc)ro.5'h'd Vn= 31.55 kips � m=�::`:0:75:�:�; L4v= 12.83 ft IWan{B)Tolal Resistance Load Rb= b.08 kips Tolal Laleral Re�istence= 27.51 kips <-No F.S.Appled Sliding F.S.= 237 ktps �—Resstance Is Greater Ihan Appled Laad Therefore OK Wall Overturning and Bearing Checi< P A�� Overlumng Momenl=Pappled x(Edvatfon appled-Flg Emv)= 206 kip-(t ` Wt , Resisting Marrent=YYt x L�val'72= 957 k'�p-fl `Y.._.. Overtumg Fador of Safety=-: '�;64:��-0K Grealer Ihan 1.5 , Bearc�g Pre�urtt: Allawabla Nel Brg Presure=i�;��ZG,00 st�psf Max Net Brg Presure=''�?52=::`psf e=M/(1M+Wf�= 3.5 .. .fl . — �I Brg Ctiedc=-:;:_QK�a�: ie�Bf6 II I. ; 10 of 60 � c r��uz sne.�t+a or 143500�706 � � PrqclNvrtm: �D7D6 Ze h rhAls,FL Li uor 8ox Addition , um.nr• ��. CMP 12.�01�15 a�or o� (FBC 201�-I /ASCE 7-05 /ACI 530-08) CMU Wall-Stren th Design Material Properties: Dimensions: Masonry Compressive Strength,fm= 2,D00 psl Rebar Locallon Center oc Edge= Cenler Reln(orcfng yield strength,F„= 60,000 psi Nominaf Wall lhickness,t= 8 Sn Masonry Mod.Of Elaslicity(900fm),E,,,= 1,800,000 psi � Fece Shell thickness,k= 1.25 in � Sleel Madulus of Elasticfry,E,= 29,0OO,OQO psi Depih fo bar,d= 3.813 In Masonry Inspected Yes 8ar Spacing in Wall,Sp= 98 in 12'CMU Horizontal Band Beam @ 48"O.C: � --No AreaoFsteelperbar,ly= q.441n' Loads: Walt Height(FF to JB),h= ,' '17,04❑ Addltlonal Mom.ai paint of inex M= 0 In-fbs TO Fig.Deplh(FF ta Ftg),h�= '1.33 fl (UlUmale)Wall Wind Pressure,pw= 46.7 psF Parapet Height(a6rne JB),hp= A_286�H (Ultlmata)Wall Parapet Pressure,pw= .SB7 ps[ Ecceniricity of roof Ioad,e� -� 4 in � Welght of CMU,Wt= q9 psf h/t= 27.56 hlK=30 Unlform Roof Dead Load,wd= A5 plf � Unitorm RooFLive Load,wl= 60 plf Unlfortn RooF Snow Load,ws= D plF Misc.Values Modular Ratio,n= 16.11 0 � 0.9 es(ma:c actual) = D.25 In. �si�� allowable) = 1.b4306fn DEFLECTIONWITHINLIMITS-OK Calculated Axial Loads(factored): Puw= 2,664.SB Ibs 2,664.58 Ibs PuF= 216.00Ibs(EQcorr 336.00Ibs{WLcombo) Pu= 2,880.58 Ibs 3,000.56 Ibs FACTORED/uC1AL STRESS<=0.20•Pm-OK Calculated Moments(WL Load Combinations): Cracking Momenl,Mcr= 47,847.7fi in-ibs 'Assumes Portland cemenUlime or mortar cement(Type M or S) Nominal Moment,Mn= �U6,478.85 fn-16s 'Also assumes lateral load parallel to bed�oints(running bond) Allatvable Design Momenl,a�lan = 45.829.18 In-Ihs Moment-Ultimete Lds{initial),Mui= 87,a64.95 in-Ibs Moment•Ultimate Lds(final), Mu2= 68,220.31 in-Ibs Mu<=uhi•Mn-OK Moment-U!t Lds(parapet WL), Muparw= 39,1A2.13 In-Ibs PARAPET MOMENT OK 11 of 60 i, �� ; 1 _ �, I �:�,�. :��,� o� ' t435U00706 9 1 I, mi«i�mm.: , �e �J0706 2e h fiids,FL LI uor Box Addilion � . e.oae eY oe+a: ` CMP 12��1�15 a.ueaor o.� � ' - (FBC 2�1� /ASCE 7-05 /ACI 530-08) CMU WalE=Strength Design lVlaterial Properties: Dimensions: � Masonry Compressive Strengih,fm= 2,�DD psl Retiar Localion Center or Edge= Center Reinfarcing yield strength,Fy= 60,OD0 pst Nomina{Wall IhlrJcness,t= 8 in Masonry Mod..Qf Elasticity(90�fm),F,;,= 1,800,Od0 psi Face Shell thickness,y= 1.25 tn ' Steel Modulus of Elasticiry,E,= 29,000,000 psl Dep1h to bar,d= 3.813 In � Masanry Inspecled Yes Bar Spacfng in Wall,Sb= AB in , 12°CMU Hnrizontal Sond Beam Q 48'�,C.= Nn Area of sleel per bar,Aa= U.3i In� oads: Wall Helgh[(FP.to JB),h= 16 it Additlonal Mom.at point af max M= D fn-Ibs TO Ftg.Qepth(FF to Flg),h�= 1.33 R (Ultimate)Wall Wlnd Pressure,pw= 48.7 psf Parapat Meight(a6ove JB),h{� 5.33 k {UlUmale).WaII Parapet Pressure,pw= BB.7 psf Eccentricily oF roof bad,eu= 4 in - Welght af CMU,Wt= 49 psi h/i= 26.OU hkr_30 Uni(orm Roof Dead Loed,wd= 45:plf Uniform Roof Live Loed,wl= 60.plf Uniform Roof Snow Load,ws= 0 pH isc.Values � Modulaz Ratlo,n= 16.11 �D = 0.9 4s{max actual) = 0.08 in. Qs(max allowable 1 = 1.A5572(n DEFLECTION WITi-11N LIMITS-OK Calculated Axfal Loads(fackored}: � Puw= 2,664.62 Ibs 2,664.82 3bs PuE= 21fi.�O lhs(EQcorr 33fi.OD Ibs(WLcombo) Pu= 2,880.82 Ibs 3,000.82 Ibs FACTORED AXIAL STRE55<=020•Pm-OK Calculated Momenis(WL Load Combinatlons): Crackfng Mament.Mcr= 47,Bq7.76 In-Ihs 'Assumes PorUand sementllime or marlar cemen((Type M or S) Nominat Momenl,Mn= 79,32b_18 3n-!bs 'Alsa assumes laierel bad parallel tn 6ed jo(nts(runnfng bond) Allowable Design Moment,�t9n = 71,393.56 fn-fbs Moment-Clllimate l.ds{initial),Mut= 70,010.68 In-Ibs Moment-Ult(mate Lds(finaF),Mu2= 71,713.AD in-Ibs Mu}ahi•Mn-NO GDOD Moment-Lllt.Lds(parepet WL},Muparw= 66,476,87 in-Ibs PARAPET MOMENT OK I � �' I 12 of 60 I� i� I L � P�aecTr+o: Sy��Q. �^i�:;.r_;i,l•. -rc � QF: ,��... � 35��o�-oG�, +,3�%�f��••_•,�ry,Z" �''�ir'. �L-:s��:�_`=av5;'^.� • i_:.. J�ka�s�a� �a.a�-��lyroIa�e�-Ass�cs�-�es PR�"'�'E ��;.��Y;:�:-y;u�1i�f��,�_�_ (rC�lrl y .rl�!�S, �L� 1�-U f�5�p ':L-� ��!r.:-.-i;� �' h1A0E BN � i DATE: .."'�-.- ::w.�a-.i••�,✓':� "2!a'.: �1 CONSULTI ry G STRUCTllRqL £NCINLERS (�� . �Z DI I� 930 C�NTRAL • ICANSAS CITY, MO 64705 LHECILpBy: pp-� - PHONE �8i6} 422-a200 • FAX (616) A27_4381 �-Y i i�� '�� ' i .. ` . ... } . � � - ` ` ,^ . - ''- '-5• � ': ' -� i '. _. x---�. .� � I �v,�G(`S.�V � �t1�E LU1�� - ' ' - - � . � .... _ _ . _' .. ; @��n 21�OG -� . �ec�� - ��i�n ��.z`�` 133`� - �-� - -: � . - �- � - , � _ ` � ` ;, � Yc�"2�istan.- 2�i�J�(� (��2} � ►.��I� � �� - -.- -- : . ., , I�"K!n" ?t, W� �.�j 5'` �f5� -<-� �r�r�-QA(., t.�r,'o�� . ��t� Ca pa.c��-�= (�E)l33_�-, ��- ��3�4" � . Tens,►v� Ca�ac�d� =- ('�} ��I(p�! - I�i�$y }3�1� �. l� _ p Z� � l,o at� �t3�1� f��$�f� 13 of 60 1 ; _ *0766.Zephyrhills,F! . Date: 12�01�t5 Project#1A350007�6 - Engineer. CMP �� 10"x10"with(4)H5A Embed Rlate Capacity(ACI 530-08 or ACI 530-9'I) il Plate 7hickness=> ta= � 0.375 in I, Stud Diameter=> dfa= 0:5 in '� 5tud Length=> L= 5 in ; Effective Length=> Ly= 4.5 irt Stud Spaoing or Edge Distance=> Lye= 7 fll Masonry SVength=> fm= 2000 psi StudYfeld SUess-> fy= 50 ksi Shear Capacitv fACI 530 Section 3.1.6.3.21- i . i r , 03 B, .=1059� *�rf�!Q} � E uaUon 3-7 B _ ,,,� f,,, ( 4 I V„�— 4674 Ibs (Masonry Crushing) L � 2 � �Bvnc— 2337 Ibs $=0.5 B�,,u =0.6*Tr� �la l'*fy*1000 (Equatlon 3-9) 8�,,= 589D Ibs (5teel Yeifding} C � J �8,,,,5= 53D1 16s 4�=0.9 ` B�„b = 4�(7I *l.n�^2*0.5�* f'm *R,f F, (Equa6on 3-6) B„�,b= 137fi9 Ibs (Masonry Brealcout) mB,,,,b= 6884 Ibs �=0.5 B�n�,_$'��71'�1•b^2�'� f'711 *Rf. (Equatlon 3-8} B,�ry= 19984 Ibs (Anchor Pryaut) I �B�P�Y— 999Z Ib5 �=�.rJ � Tension Ca acit ACI 530 Sectio 3.1.6.3.1.2 - i B�„h =4�`�c'�`Lh2�`f'nt°'S�Rf.r• (EquaUon 3-1) 8 {Mas�nry Breakout} �„e= 9992 Ibs �Bonb= 4996 Ibs �=0.5 B = 7C'� ��12 "� '�`1�0� (Equation 3-2) B�15= 9817 1bs u„s � + f�, — (5teel Yeilding) � �Bans 8636 Ibs � 0.9 Tensfon ReducUon Faotor- (Based on Geometry) Rf= 0.878 Single Stud 5hear Capacily Bv= 2337 Ibs 5in le Stud Tension Ca acit Ba= 4996 Ibs Combined Axial Tensions&Shear IACI 530 Section 3 i 6 3 3L bQ'� -}- b�f < 1.Q (Equation 3-10) �Ban `f'gv�� I � i i ,� '' 14 of 60 � (. -i•,rn;=-,... AADJELTND; SHEEiND: /jf`�� OF; ,',.-}o,c.y..y..r, zir�� 1�`- 1 �i ,,,��-:.. ,�.:� I�f 35c� �� gp�` .}� ti*;7Uj��:�!�:�;,.:s�.; /�,� .1��%AA.&.�'e-!�� La�E11H��I�L-�SOQ:g��GS PAOJEC7 E:� . ;ti��,i��:,,�a�,;�,k -7.�� '� C '�L_ .L-� q �� .:�<.,�� f_ ..�. _ a(Lt.� �'f�fir� 4% ` �-i-�:�^.;;,sa.� r:� euoe ar. �� ----- ��:. CONSULTING �ST�RUL'7URAL EN�GINEERS � I� p� �� 930 CLNTRAL • $ANSA5 CITY, MO 64305 cr�acEosY: DAiEc � PHON� (81G) A2]-4200 • FAX (B1Gj 427-4387 - - _ ; j _ 5 3E�9-t�►�lC�. �,P�TES � � : : , . : ;.. ' -- .- - ; : . � -- . � �- . . - - -� � . _ . .. _ .F. • • . i . .. ." "_ - t � �I�x . -T�t�= 4a'-4`' ,� � 2,` _ (�35c= , - . ... , ._ . , '. , Z � - - � -- , • � � �,i t�2: (f5��(z5.s P�� , � 0,$3� �1�3�) ( ZD,c� ps�� - ` titPL��-4- =- 3Z`'►� � ��n1� 5C�'t' - 15 of 60 > > �O70fi Zephyrhilis,FL Date: lZ�pl�IS Project#14350Q0 Engineer. CMP �' Joist Bearing Plate Wall Embed Plate Capacity-(ACI 530-QS or ACI 530-11) P1ate Thickness=> tpi= 0.375 in Stud Diameter=> dia= 0.5 in Stud Length=> L= 5 in ! Effec6ve Length=> l.b= 4.5 in � Stud Spacing => S= 7 3n Edge Dlstance(In-Plane 5hear)_> , l.ea1= 7 in • Edge Distance(Out-of-Plane Shear)_> Lb�_ , , 3.125 in ' Masonry Strenglh=> fm= :2000 psi I Stud Yield Stress=> fy= 50 ksE � 5hear CapacitV fACI 53U Section 3.9.6.3.2)- I. /dia - o.zs I B,,,,�_]0��f,,,*srl �} � (Equation 3-7} B�„�= 4674 Ibs (Masonry Crushtng) � � �B�„�- 2337 ]bs 4�=0.5 I r l� iB�,,� =0.6'��['*I �2 J �`fY'�`]OQO (EquaGon 3-9) B,,115= 5890 Ibs (Steel Yeilding) V � �B,,,,g= 5301 Ibs �=0.9 i B��n - 4*�T *I.n�^2* 0.5)* .f�m '� R.f o-• (Equation 3-6 B ) ,,,,ni= 8950 Ibs (Masonry Breakout) � �Bvnet= '�7� Ibs �=0.5 ! Bmb�= 24t5 Ibs (Masonry Breakout) � mBtriibz= 120T Ibs �D=0.5 I � Btip�,=g��n*1.6�2�� f�j�2'�R,fT (Equatlon 3-8) B,�ry= 19574 Ibs (Anchor Pryout) m8„Pry= 9787 Ibs �=0.5 Tension Ca�ac� (ACI 530 Section 3.i.6.3.1.2)- B�,nb—4�7C�1'b��`.f�,�t��R.fr (EquaUon 3-3) Banb= 8787 Ibs (Masonry Breakout) , �BaRy= 4893 Ibs �=0.5 2 B = �.��dTa� �' .� ;�:1000 (Equation 3-5} Ba,,,= 9817 Ibs (5teel Yeilding) urrs 2 ✓�� cDBaR9= 8836 1bs cA=0.9 Tension Reduciion Factor- (Based on Geome6y) Rft= D.86 Shear Reduction Factors- (Based on Geometry) Rfvi= 0.65 (Based on Geometry) Rfv2= �0.88 , Single Stud Shear Capacity(In Plane)Bv= 2337 Ibs Single 5tud Shear Gapacity(Out of Plane)Sv= 1207 Ibs Sfn le Stud Tension Ca aci Ba= 4893 Ibs Combined Axial Tensions&Shear(ACI 530 Section 3.1.6.3.31- b�f -I- �/b, � < 1.� (Equation 3-'l0) �Bai� `YBv,z ;� f� � , 16 of 60 � � C #0706Zephyrhills,FL Date: t2��l��s ProJect m143500D706 Engineer. CMP JOIST EMBED DESIGN , �u:uFr, Masonry Code: ACI 53D-OB Embed Spacing= AL Each Jaist Max Joist Spacfng= 6.21 fi O Ember!Sinple 5lud Capacltles: , �u�c�+,;e 7 � Allowable ln Piane Shear= 2337 Ib � Allowable Out of Plane Shear= 1207 !b � -� Allowable Tenslon= 4893 Ib ' V o:ir cv:een_ � Note:V(In Plane)and V(Dut of Plane)do note act concurrently. Embed Loads: Wind Laading: In Plane Shear Lcad Along Wall= 130 'plf Max In Plane Shear Per Em6ed= 807 Ibs Out of Plane Anchorage Load= 1G6 plf Max Out of Plane Load Per Embed= 1031 ibs Joist Uptift Load= .s270 Ibs Max Stud Loads(Load Per Stud): Interaction Equation: , Tension From Uplitt= i635 !n Plane: Out of Plane: Tension From Shear=M12/3'd = 57Q halBa= '�`: =0;45'�:i':;:: �� ) _ balBa=:�:::`::`.::�.:D;33-:�;�::;:�; _ vaNa= ::':i.=;_0:�17,s;:;";�:.. va/Va= ��_:':0:�3:�_c:(':`.�: � In Plane Shear- 404 balBa+vaNa= ':�. ':0:62;:�:;,;;_; balBa+va/Va= :;:;:-'�::;;0:7_6;;�:;?:��;�: Out of Plane Shear= 515 � Check:OK 17 of 60 � — t, , � � � ' P�oaecrtra sr+EErrio- oF: � ��<..��-�`�4�' ��;. E�t3�'Qo��.t� � PROJECTtU�ME: �'��xx �Burr]l��o�adle�.�sst�c�at�es �x �`� , - : ��:�k,G,.��,�;� ��Ff�-!�!{��1�I�LS��L- t ! �u��1,s��'{i.�'.s"'r.a MADEEiY �y RAiE �L-. � C'ONSULTIN(; 67R,UL'TURAL &NGJNE6RS j•-/�� Qy I 9„30 CENTRAI, • ICANSAS CTTY, MO 64y05 CHECV(F.p9Y; pA7E , P,J30N� (SIG) 42I-4200 • FAX ;826j A21-d38I I� (� . ` . ' : - .. :.. _ � . ._. ,. � : s' • • � ' _?'•-__... i_.# � ` . i. . ; � Il t�1C}�'. _ ...: : �; �.. . '' - • : . .; . . • ^ .. . : .E : . ' ..... � . �_�... .;. t _ :_..,. ;..:._�.. . ., }__ . . . . ; . ,.. - _ . . ... _ = , ; . t � k ' � '_. ._.. - .-.. .` .... � ; . t . � . ♦ J . . _. t . ' , r . I : : . . :Y .• ) .i'_` _ • .. ;.� . �...._ ; ... .. . . � . . .•. .. t � '_ •,. .. _ � . 1• � � � . � i _ , . • . , ,! - \ pL� lC� �:s� ' . � � . �. .-� t,r= ��' � . ` � �,t�,�i R�-�r 2��I �� . � 5-� `' . �'c��ns � �,=�pt� b�=�aFi 1`�Ax "T�t'� �E�F� -T�� o��Gcl�tr�r�t_ �r-(�I�F l.r=(�o p!� — � `�` - ,Nt�e�-czS ��' Spa.,n = 5''-t C�'� C,o�tc� = 3��f �- 2��_ �� _ Ca,�Qc��-L� �� .Z'L C�A x�f12`` �r� � 5''-(4'' = �� ` ' ��" �5� 1�� s��> �.ed��r� �(� �{-�.cl��+� � �c�� -� @ ��''�c ---� ,�t,- �n.��t�:�� o� . �ra`'� �,��ut�d � �� k�tvr� �-��;��c� � 5 Gd .�f�` � 4$'� � �J , � l,oa.Gt er,t.�c.s� = ��5��F�c.lr�s� ecf�� s�Anc� = ��j� � f�} ��# � � � � , � I� k I� 18 O h !� (� I� _ �, � PAQJEGTNb. SHEETNO: � OF: �i'4brt,M.�,', 2; p53.t�{5'€�� Sf3Q+� G/r ��Cv'.,�ii� �+`''��li'� PRCI.IEGTN�� l.l ��J�s�ya ��-�1h�rl�.er.l�sscs�i��es ��-I�'�-�t t,i.� `�L- ��' - � .�:^:t�,>��z�;; . - �'� ��r�'�«� a�uoser: nAt�: ` �^ C'ONS'I.ILTlNG STRR!(:.'�'URAL. ENGINEERS �'('t �Z �� J 930 CENTRAL - ICANSAS CITY, MO 641D5 c*�Ec�ogr A^T� P3IONE {.816j 421-42DQ • .FAX {g�fr} A22-d38I � /� s � � i ` . : �_... ; ... : • . � ��1��'�� c.C'0��t:� : . u_.k .- .' ; ' ..... . 1 ....` • .+. .»�..j.. . ....f...F_.» -,. . «_` ' .........Y_" � , : � . . ' F• . .. . ` . .. " � - ' . ..• � . .: � ' _ ..... .' i N�• e : i .. , t _r 2(�� . . . . � � : . .... _� :. .( ' .� ` _ f.-Y ,�L+ ��. .818� �L� .��'Z�" �� 21'� `�'t�!� �a.�;' —3 .�. � �`p.�E� } ..:��j '�'-�..c?�;.. .... ' _ ,.. .� _.• _ ��:0 8{-( ,� . - ' _, - ��.� 2a2� �� c� �� ,-�� ..��, ��„�-� . : �---_.-= �G= 3�f� � � . ; t2'-U"�� (,'Ut�(��F��SSit7Y� C1''� '�vc� = �n.l�= ��'� _ . - �„��i�{# �! �= �v,�o '�t..'"Z�i2"�`� ' r,�� t�- �E�'�` � ' `� (,�p�!� (t�� f'� = 3$� � ��-r� , �p��' ('l�,.�{ } l�CZ � ��.� , ��--��-�� pl.�� = �3� � �w�-�-u�t�� w`a�`' ��-�� ' `�v�t �.'�.��f�-�� "� = ��2�� o��€� �r7�1 = �(� �(� � � ��' , � f . . �" '"� �ai�� t�t.lc�`��'�--5' ' . � t � � . . ' � i - - � � � � "� '� ~ .- �v ' � � �. .. - �: ', A a � • • -• k��C�� {�'�c-co�� V�l f�c�t� nfl�M.��S"[" _ �.`f S� ' �--� b-� ��! Celt• ��1fi r�� t�} �� -�� ,(Q� �'-t-�' � y�'�`�[ l`�'' �� (�� vt��-c- r�o�n�N i - �,��2 �`T-��- :f� �!'I� ��; c,17( C:f� �G� -�'�- C�G� � �� 1`t�c.��c��ot� F;H4� °r�� 3 ` ,�.� �FP�a io�-�'' .+•�t`�- Lt- 1�lUdl�IEl�t"! -- (p,�✓Cp2 �, ��`ar+'� �^i:«;,��r� � I r-�'.52�( r � �oPYY��?3Cl'�� t��7_c4 p�, !�+�t��'�'i�NFk�.'t�D , �:'�; � C55'"v�L� � �� '�f I� t�� -� F . ,-,�f,, _ - �- � ��N y�;-��.t�s,-�� P�g��EY#� ��}�-fJ�O�'(L�(/1 - Engineer. �N1P:�:��:�z�;�;�o`-t �=tc ,, 8"x��i Canopy Embed Platewith(Z)H5A Embed Plate Capacity(ACf 53U-08 orACl�30-�19j �� C�rJo'�I Plate Thickness=> t�=��e��z'�:r F-�0�7�in C � � � � „�4�s�xi4�'-:,::- ; Stud Diamete _�ds;,e�.4t 4_h"t='�_°;�- ,� r=> dfa-�••��,�-�:��'�:_:4�tn Stud Len th=> L='`�� tM��f i g �„�i�,,:'t�_...}�-i'�:>-_ n _ - L'�5�=-�__ Effective Length=> �y= 4.5 in Siud Spaang or Edge Dlstance=> Lpe=�Y'.��ti�Y�+f��'�''T`-''"i�f - Masonry Strength=> Pm=��.��t'��20Q,Q,�psE Stud Y1eld 5fress=> � f -�"��,�,{��501 ksl ` v—�i....._...1wa`�,^ �x-�. � 5hear Caoacttv(ACI'S30 Section 3.1.6.3.21- - � � I , i 2 'oas - . dia 8,,,,�=105�f�,*7r�2� � {EquaIIon 3-7) B,,,,t= 9674 !bs (Masonry Crushtng) �8,,,,�= 2337 )bs �=0.5 I B,,,� =0.6*n*�d2�Z* *1000 (Equalion 3-9 6ms= 5890!bs fy ) (Steei Yeitding) I �B"�s= 5301 1bs N=0.9 , i B„�b = 4*(n *I.n�^2*0.5)* f'�ir *Rf y (EquaBon 3-6) B (Masonry Breakout) mb= 1Q7161bs mB�nb= 5058 Ibs �-U.$ ByPry=g�t��'j.b�2�"� f'�n`x Rfr (Equation 3-e) B�,ry= 21577)bs (Anohor Pryout) � �AB„p,y= '1 D788 Ibs �=0.5 � Tension Ca aci ACI 53D 5ectfon 3.1.6.3.1.2 - I o tv l ) i � z Banb—��*Lb *.f�m6.5�:�-r (Equat�on 3-1) Banb= �0786 ibs (Masonry Brea[cout) �B,,,y= 5394 !bs 4�=0.5 2 I Bpns -- 7L'`�(dj� �'fy '�`�� (Equation 3-2) 8�15= 9817 lbs (Stee!Yeilding) � \ 2 � �B ,.- 8 3 = an,` 8 6 1b5 � 0.9 � �'t—m�n,•��. Tenslon Reduction Factor- (6ased on Geometry) Rft=,;r';D;?�48i 51ngl.e Stud Shear Capac(ty Bv= 2337 Ibs i SIn le Stud Tension Ca acI Ba= 5394 !bs I Combined Axial Tensions 8 Shear fACI�30 Sectfon 3 1 6 3 31- i ba'f -{- b� < 1_� (Equation 3-10) �Ban 'f�Bvn i f 5�°� k ��- � " n�ZP� y �,D � ' 2�2,3�-'� (2)53°I y � � � � ' 20 of 60 Title 81ock Line 1 Project Title; You can changes lhis area En�ineer: Projecl IR: using the°Settings'menu item Pro�ect Descr. and then using the"Printing& Tifle Black°selection. Title Block Line 6 Fon�ed3061AYiG74.12:5�!�6t .......:::..:.....,......,.._.,...,..::...:-:::-_>.--....._.... ..... ... .._._.:__._::_::<.::_:�___:-._....._,__:..:......:._:-,�-.._•..::_ ....W - :_. _ ._. .. .._.._,._.:-._. .._.�._.�. ._.._..... ._ . .. :S.teel-:Colu.mn�_:_:�=_-_`__-:._:-.__.-:_ _:._..._...___-_. ::,_. - -� . .:._._.:_._F7i e.=.111rProjc$,is1�5QD-D99910767=.Lake;�'ty;FL12614r 9654D9291Eric,�Vak:e.Clly�ii_ec5s_� , _:.::._._.:..:. ._.. ._. _ . . ....�_._..::.__ _. _. ,:_...:._.:_. .. - - --- --- , _:.:.._.:.__.-_..__._. - ..- _: _.._.; - -- - - -- .... .. .:...... . . ...::.....: :..-. :. .: :_.- -�--.._..__..�:_•.:.�:.....:.............. ...: ...-. ._� .._.__: . .:..._.::_:...:.:.:.'.::�NERCAlC�i Ci1@83-2[I14,s��d:�:�4;i:z�,�:ver:s:�a,1;23;:: r 1.1� x.. B 0 "D 6 Description: Canopy Channels Code References - Calcuiations per A1SC 360-10, 1BC 2012, CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2092 (Y.fll`-{ �Q�c� General InfoFination. - - " Steei 5ec6on Name: C8x�19.5 Overall Column Height 5.50 it Analysis Method: Allowab�le Strength ' Top&Bottam Fixity Top&Bori�m Pinned Steel SUess Grade Brace condi6on.for deflec6on{buckling}along columns: Fy:SEeel Yield 36.0 ksi X-X(width)axis: E:Elas6c Bending Modulns 29,000.0 ksi Fuily braced against buckifng along X-X Axis Load Com6ination; IBC 2012 Y-Y(depth)axis; Fu(fy braced against buekHng along Y-Y AxLs Applled LOadS - Service loads entered.Load Factors will be applied for calculations. Column self welght included:63.250 Ihs`Dead Load Factor AXIAL LOADS:.. Axial Load ai 5.54 ft,D=D.2880,LR=d.5730,W=0,2040 k �DESlGN SUIVlMARY. .. . ; . . Bending&Shear Check Results � PASS Max,Axial+6ending Stress Ratio = 0.01272 ;1 Maxlmum SERVECE Load Reactions.. Laad Combination +p+Lr+H Top along X-X Q.0 k LocaUon of max_above base 0.0 ft Bottom along X-X 0.0 k At maximum IocaBon values are... Top along Y-Y D.0 k Pa:Axiai Q.9243 k Botiom along Y-Y 0.0 k Pn!Omega:Allowa6le 72.647 k Ma-x:Applied 0.0 k-ft Maximum SERVICE Load Deflections... Mn-x!Omega:Allowable ��2gg k-{� Along Y-Y 0.0 in a1 O.Of# a6ove base for load combination: Ma-y:App(Ied D.0 k-fl Mn-y!Omega:Allowa6le 2.228 k_ft Along X-X 0.0 in at O.Oft ahove base tor toad combinafion: PASS Maximum Shear Stress RaGo= 0.0 :1 Load Combination LocaUan of max.above base 0.0 R At maximum localion values are... Va:Apptied Q.0 k Vn l Omega:Aliowahle D.0 k Load Combination Results Maximum Axial+Bendinq Siress Ralios Maximum Shear Ra6os Load Combination Stress Ratio Status Location 5tress RaGo 5tatus Lacation +D+H 0.005 PASS 0.00 ft D.000 PASS 0.00 it +D+�+H 0.005 PASS 0.00 ft 0.000 PASS 0.00 ft +(}+Lr+H 0.0'I 3 PASS 0.00 fi O.Q00 PASS 0.00 {� +D+S+H D.005 PASS 0.00 ft 0.000 PASS 0.00 h +D+0,750Lr+0.750L+H 0.019 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+y 0.005 PASS 0.00 ft 0.000 PASS 0.00 h +D+O.60W+H 0.007 PASS 0.00 ft 0.000 PASS O.DO $ +D+0.70E+�i 0.005 PASS 0.00 fi 0.000 PASS 0.00 ft +D+0.760Lr-}0.750L+0.450W+H 0.012 PASS 0.00 fi O.OaO PASS 0.00 ft +D+0,75aL+0.750S-�0,450W+H O.Oa6 PASS D.00X 0,000 PASS 0.00 ft +D+0.750L+0.750S+D.5250E+�{ 0.005 PASS Q.60(t O.00D PASS O.DO ft +4.60R+�.60W+O.60H 0.005 PASS 0.00 ft 0.000 PASS D.00 ft +O.6Q�+0,70E+O.60H 0.003 PASS 0_00 ft 0.000 PASS O.Ofl ft Maximum Deflections:for Load Combinations�-.Unfactbred Loads Load Combination Max.X-X Oeflection Distance Max.Y Y Defleclion Distance +�+M 0.0000 in O.QOQ ft 0.000 ln 0.000 ft +p+l.-�H O.DQDO in O.ODO ft 0.000 in O.ODO ft 21 of 60 Title 91ock Line 1 Project Title: You can changes this area Englneer: Pro�ect ID: using the"Settings"menu item Project Descr. and lhen using the"Printing& Title Block"selection. 7iUe Block Line 6 Prin:=d's�t1�YZD1q,i2:0?LA :_.:_.__�____.:_..._._...................:__::,_..__:... ....::...._........_.:_:.:._::_. . ....._......._..::.:.--._.._.... ... ..___:_......_.......,_:�.' - - - - - - . ...: .... . ...._,__'_:,';;"'._: .. .._...._ .__._. ..__.,._:.:>�:_:,:.:;.::_`_=.�ilc= :l�P. 'ec 1050D-099910767:=1ake.G FL 044'.;9 5409291E _ ...�_-..:_:_--: .:_::._::,;<�:-:'___:;::°a:��:��_�->.:_::__::_.-�:-�:::.:. .---...._.::_-......:._-- :�7 .�. .:..........�-��-�-,.,...:�',,.�:::::.:�.....:_.__.._ngua�sei?ry:fl:ecs.:'_: $t�e�=�CO�Utllil�-:�:-;-�s__:._..:..:•:__-:._:..___;�..... .::.-: . .-�------_ • -- --- - -- --- - _ - - • - ,.. .._..__._:._.._. ..:;..___.. ... ,. .,.�::: - = ..:.......::.. ,. ..---. . ._.. �==- =:.__. ._..�...�.::.;::�==_:'_:::::ENERCALG:lN�:198�20I4;8u1d;6:�4:i.23;;17ec6:1A;1.23=€: -..... .......:..:......... ...............:::. . .. -.. .... _ 1 �.�� - �' o e e Des�ription: Canopy Channels i� Maximum Deffections�for.Load:Combfnations -Unfactored Loads ' � Load Combinalion Max.X X Detlectlon Disiance Max_Y-Y DeOecUon -Distance ��H.r�+H O.ODDO in 0.600 ft 0.000 (n � O.d00 it +p+S�Fi O.OQ00 in O.00D ft O.00U In 0.000 ft �+D�+0:750Lr+0.75DL+H 0.0000 in O.O�U ft D.000 in 0,000 it. +D�0.750L+0.7505+H O.DODO in 0.000 R D.ODD in U.000 it , _+fl�0.6bW+H , U,D000 in 0.000 tt .O.00D in O.OQO H �a0.70E�Fi U.00DO fn • 0.000 ft O.OUO in O.OQD ft fDa0.75DLra0.750L+0.450W+H 0.0006 in D.D00 ft 6.Q00 in O.OaO ft -�{l-FU.750L�U.750S+0.450W+fi O.00QD in 4.Oa0 ft 0.000 In O.DOD ft - +D�0.750La8.75QS�0.525E+H 0,0000 In O.DdD ft 0.000 in U.000 ft -�O�fiOD�U.60W�*0.60H 0.0000 in O.D�O Ft 0.0� in 0.000 ft f0�.60Qa9.10E�0.fi0H 0.0000 in O.fl00 ft 0.006 in O.00D B D�Only 0.00�0 in O.O�D ft O.ODQ In �.ODO ft Lr��Only. O.ODDD in 0.000 R O.QDO in D.000 ft L Onty D.00OD in 0.000 it O.ODO in 0.006 ft S Only 4,0000 in 0.000 R 0.000 in O.OD� fi W��Ony O.00DO fn D.o00 ft 0.06� in O.00D ft E Only O.00DD In D.000 ft O.00D in 0.000 ft H Only O.00OD in U.000 ft D.000 in 0,000 ft Ste'el.Se�tion Rroperties : C8x19.5 Depth = 8.000 in I xx = 32.50 in"4 J = 0.130 in"4 _ Web;Thidc = 0.220 in S�oc - 8.14 in^3 Cw = 16.5D in"6 � Flange Width = 2.260 in R�oc = 3.110 fn Ro = 3.414 in , RangeThiGc = 0.390 in Zx = 9.830 in"3 H = D.862in i Area, = 3.370 in^2 lyy = 1.310 in"A I Weighl = 11.500 plf 5 yy = 0.775 in"3 Wno = S.i 10 in"2 Kdesfgn = 0,938 in R yy = 0.623 in 5w = 1.340 In"4 Zy = 1.570 in"3 QF = 3.110 in"3 rts = 0.756 in Qw = 4.876 in^3 Ycg = O.00O in Wn2 = 3.070 Xcg = D.572 in S+n2 = 0.860 Xp = 0.21i in Sw3 = 0.430 Eo = O.ODD In I �� I � _ 1 ,�- --- ' _',j i i� _ r�,�� C c p r'= o SC "'- =�` � °�i�� m n -�� L Ju::� ir 0 �!'i. �;ii:i � -- �t�j�i :1:�� I , �� • i�]:.: .... ..�......� Y � 2.28in � Loads are lolal enlered value.Arrows do not ra(laq absolute direcllon. I , i� �., 22 of 60 7itle Black Line 1 PrajeclTitle: You can ctianges this area En�ineer: Project ID: using the'Setlings"menu ilem Pro�ect Descr. and then using the"PrinGng& Titie Black°seleciian. Title Block Line 6 Frin!eJ�10.�JN 207d,3'S0°Rf .:..._:.__._._:_.. . ..___..,....:�::.._. '.-'- _':�::.:�................ -- - ........ .----. , .... _... ... .. _ . ......_ . .....:: .. .._..._ ... ..; .....,c ..:.-,:_::.::..._�_'__�-_':'•:-�.�..:-._:...._.. ,.._, -- _- .. ._....._...._:_:_._.: .__....... . .......:._ .... ._. ' �:-_------:':�:--- - ��,:,:='_':" ` _ _-:__:-FIe=W:ll-Projebs120D0-24B912�B1.-GI.ea�tY�Rer,FL12019:-J4350�208.1. lclearwafer..ecfi:-- .. _.,..:_:::__:_..---�: ::_..:_:_._:._..:_,.::_:_r:;-.:.t:::.:-:a-�;=_=::�__- .... ::.:.:...........�----.:._:.--_.....:......._...._.....__..._._........ ;-Stee:L::Be�m._:_:-_-_::_::=.:..:. _...�._: - -- -- --- - - - :, _. _. :__._. :__..._..:.:...:_::___:_-..:.:.:::....:... - . ::___::___..._.:-::;:_:�:::::-::_:..:_.:._.:� . . - - ._...._.__................... .._.., .:...::::::_::<:.::-._:_._. .,.;-.. :... ... . . ._._. ..: ...;::.:. _ ... .. .. . �s. ..:.::.-��,�:.._:.:.� ---- -.:---::....._. :-::.::-;..-...._=_-ENERCJU:G`INC;1983-2U1A::g��a:s;t4:�;23;aVer.6:14[i',23:_:: �•�� - e e - � o - Description: Front Canopy Beam CODE REFERENCES • � - - Calculations perAISC 360-10,IBC 2012,ASCE 7-10 - Load Corribination Set:IBC 2012 (2D►y FP�G� Materlaf Properties __ -� Analysis Method: Alfowabfe Strength Design ,Fy:Steel Yield: 50.d ksi eeam Braartg: Completely Unbraced ' E:Modulus: 29,000.0 ksi - BendingAxis: Major,4xis Bending Load Combination�BC 2092 0 0 oao � o aeo -o.osto � v � � o -_ - =_ " - - - ---="-- - _ -_ - -_ _- __ -- -- --- -_-- - - _ --_- -- - - -- - _ �� f�=��=-� - - - - - - -_ - - - _ --- - ��=�� - -- - - - - - - - - - - - - - -- ---- _- - - �;C`:�::�;-;:��:.;�:�::,�;�;;;:��:_:--::�:`1�-=,:;�__��.` - _ - - - -- - - ..�:;�:-:��:=:�:�;:_��:�;:.: _ _ _ .......__...................::..:_..:.....;.:...._....._ . - - �-� _... ._.................__ .,.._......_.......:� _..: ......._�,:,�:...... _ ,:.�.:.......::......_...._....... ..... ............ ........ _.... . ..:,:...:.�.::.:::,:....�-::r-:_:.-:_:.:.::.: ::=::��:_.. I u Spa�l=7.330 fl j y.� Sp3n=4.6Fi7 R y $pan=fi.390 fl '� Span.=,6.340�R�,. • V FlSS9xAx1/4 HSSBx4x1/4 HSStix4xl/4 HSS8x4x1/4 Applled:Co2dS. Servfce loads entered.Load Faclors will be applied for calculations. Loads on all spans... Unitorm Load on ALL spans: D=0.030, Lr=Q.060, W=-0.0510 Wft DESlGN_SUMMARY e- . � Maximum Bending SVess Ratio = 0.0�13: 1 Maximum Shear Stress Ratio= 0.006:1 5ectfon used for this span HSS8x4x1/4 SecUon used for this span NSS8x4x1/4 Ma:Applied Q.434{t-ft Va:Applfed 0.3899 k Mn!Omega:Allowable 33_i 64 k-ft VnlOmega:Allowable 61.119 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 7,330ft Location of maximum on span 7.330 ft � Span#where maximum oc�urs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deilectlon 0.002 in Ratfo= 46,6'!8 fl/lax Upward L+Lr+S Deflection O.UOD'In Ratfo= 0<360 Max Downward Total Deflectlon O.OQ3 in Ratio= 31079 i Max Upward Total Defiection -0.002 in Ralio= 54645 Overall Maximum.Deflections-.Unfactored loads Load Camhinatlon Span Max.''be11 LncaGon in Span Load Combinal�on Mex.'+°peli Locaifon in Span +D+Lr+H 1 0.0028 3.441 0.0000 0.000 2 U.00OD 3.441 +�+(.r+H -0.00D4 '1.714 -�+Lr+H 3 0.0007 2.069 0.0000 i.71q �D*Lrv�+1 4 0,0013 3.651 0.0000 1.714 1/erticat Reactions=�tlnfactbred Suppart notatian:Far left is�1 Values in KIPS LoadCombinalion Support1 Support2 Support3 Support4 Support5 Overall MAXlmum 0.271 0.659 0,396 Q.fiB2 0.222 � O.d90 0.220 0.132 0.227 Q.074 +fl+L+ti OA80 0.220 0.432 D.227 0.074 +D+Lr}H Q.271 0.659 0.396 D,662 D.222 +D+S+H 0.090 6.220 0.132 U.227 0.074 -FD�U.750Lr+U.750L+H 0.225 0.549 0.330 Q.569 0.185 +D+0.75DLiD.75�5+H D.09D 0.220 0.132 0.227 6.074 +DiU.60W+H -0.002 -0.004 -0.003 -0.005 -0.OD1 +D+0.70E+H D.09D 0.220 �.132 0.227 D.07q +D�+0.750Lr+U.750L+4.450W+F1 0.156 0.381 0.229 0.395 0.128 �D�U.750L+0.75DSi0.456W+H 0.021 0.052 0,031 0.053 D.017 +D+p.750L�0.7505+0.525E+H 0.090 0.220 U.132 0.227 0.074 i9.60D+0.60Wi9.fi0N -0.038 -0.092 -0.056 -4.096 -0.031 -FO.60D-�0.7QE+U.60H 0.054 0,132 0.479 D.136 0.044 D Only 0.09D 0.220 0.132 0.227 D.074 LrOnly 0.18D O.A39 D.264 0.455 D.148 L Onry 23 of 60 , , Title Black Line 1 Praject TiUe: You can changes ihis area En�ineer. Project ID: using the°Setlings°menu item Pro�ect�escr. and then using the"Priniing& Title.Block'selection. Title Block Line 6 Print:�IOdUF12llM,3:56PGi __:_._:_::=,__::__........._.._.._..,._.._._..._........:..:. ............._.. ..............---._.._:_:_...�:_::_.:..._._._._.._..... _ - - ..:.:_.:._..:-:_-:_._:_ ..::....-. _-.:-.- •,. ._._....::;:;--.,,:� _�. ._ �:.... ....::.:.:::.':-°- Ffi e= - - -- _-=- ...-_..._. __._.._._.. ....... ..._...;::-_ --... :-_..__=:wc11 �.:_"':_:':_=_c-._:=s:_:s;'"',-.=:_;--:--=. - '------....._..,;PlofecLs12000-249912481r�[�eanvale;:F1;126T4._1Q350U2DBilEngldear4{a€Fr:'.fl;ec6.;;: -= ee:- eam..._._.__._........... ._�. .___ . :_.. ._. ... .._. .----..:.___. _.:._. ,:...:.,..:. . . .. - = -- _._.__..�_....�...,..,._.... ._.:_.:__:�.:-:_:_a_:�::-:::_,:..:.:.:.:.:... ' ' •.:.,• "._:;_.:.:-;=::_.__:_.:.:-::._ :_._._;:_�-'e_-._.;e;_'•..,:_;,:-..:.._ °ENE — L... .... -----� :-.-:-;..-::::.::.....:.• _,-.__-...-.-�. .. RCALC,INCs:1983�2074�8iilid;6:14.9.Z3;Ve"r:6;14;'lT3;;;' . ,.......:..__...._.:.........�..� :...... . �.�i - a e - - ' ! 0 D DeSCfiptlOfl: Front Canopy Beam - 'i , �Veiticaf Reactions-;tlnfactored � - , Supporl notation:Far left is�1 Values in KIPS Loatl Combinalion 5upport 1 Support 2 Support 3 5uppoR A. Support 5 S Only . . . . . . . . W��Only -0.153 -0.373 -0.225 -0.387 -D.126 E Onty , H�Onty .. 1j.. .. :..: ...... .. , Steel�Section;ProperEies:�.'�....�HSSSx4x114.. .. .. . . . . - Depll = B.OD� in !xx = 42.5p in"4 J = 35.306 in"4 Sxx 10.60 in"3 Cw t3.60 in^8 Width = 4.000 in R xx = 2.850 in WalliThick = D.233 in Zx = 13.300 in^3 Area = 5.2A0 in"2 I yy = 14.400 in^4 C = 0.000 in"3 We(ght = 18.986 plf S yy = 7.210 in"3 R yy = 1.66D in I Zy = B.26D in"3 � Y�9 i = 4.600 in � �o.si .. . . . . . . .. I :J ��a.zn i Y BE/4h1—» C �I E f -0� �I. �OAa .. . . .. . � 224 4,64 7.10 �9.23 S1J1 �13.82 163D 3039 Za.u6 23,3q II Dlsiance(ft) �+G+11 O+DaL+I� OtDiL�aN BrD�StM 9iD�fD.75C4tD.75DL+N 9+D+O.TSOLiD.75D5aM rD�fD.GOWTN n#DiDJDC-1N: ■+DfD.75EL�i�.TSGLfC.JSDWrH a�DiD.TSDI+D.T•vOSYU.dSGWtlt a�D40.750L10.]SUS+U.SiSUEfN b>D.EOD+0.60W}D.6DH H}6:6pD�0,IGEYp,6pN '' ' _ ' 'I " o.� - , I o.0 f � BE(�Z>n � ::i � A.21 � :,� �:�.�o . � 224 'p�W 7.18 9?3 1171 13.02' 16.36 ]839 ... .2D,R6 � Z33a � � ' Dlstartce(ft) d iDiH '0}Dalill ,m tDL4+H . B�D�StM !:tD+D.75D4f0.7501+M �C rtD+D.75D1+C.75DS+N '3iDrD.6�V/rN - �m+P4DJ�Et11 �+D+D.750l�tDJSGLf�.�5�Wf1�0.`Df075DLiU.75D5�DAS�W�N'HfD+o.]SDLap.7SDSiD.515GEr11�+C:bDDt�.6YW+D.6D11 G 49.6CD1G.7DE+D.6D11 ' ' ' � _. _ ' � � _ � �UTAO1b . ... .. . . ..... " . ...._._ . . .. _. .. ..... . .. I� Od005 �B �E/ihF—» .6 �o,oaoc v �1. . a -o.nu tu i� I� -o.oazs I� � 1.65 - � 3.44 524 7A3 � � .952 IlAt lqJ4 V.07 -��ZDA6 � :23,99 �� - .�I DLS[311Ce(ft) a+D+H ' 1�D}L4M C+C+4iN m 4D+S+H B aDiD.75aL.s0.7501+l1 "+D+D.7501iGJ50SiH L'+D+D.dO1Y+H C+DrG.74BT11 m tD+OJSDL�+D.75DlaD.¢SGW+11 P�D+OJSDL+0.75GS�DASDWtM,H r0+6.75DL+D.73Dbtp.525EfN m�0.6DD+P.bOW+U.G�11 B+D.6�DiD.7DC+D.GCH - B DO.Iy B li OnM _,�pn H C O I Ir e H O�IY � C7 5 O+ly P W O.F/ i II � II ! 24 of 60 Title Block Line 9 Praject Title: You can changes this area Engineer: Projecf ID: ' using ihe"Settings'menu ilem Project Qescr. � and then using the"Printing& Title Block"selection. � Title Black Line 6 _ d 3.a,a�,, f----:.::::::-.:.:_:_�::: ._.:_:_:.......::. ._...--...................::.:..............:.....:..... _ Prin!rJ t0J44J:Ct. . ;:: - -- - .'_ . . -•-._:-:=_::-_:- ._; _:.�._: :_..= ;:. .... .r- ; �.;Flle`=W;19=ProJectsl2�OQ-Z499120Ai�.C{eaiwater,;FC420i4_..1435002Q811Engldea.'ry'Ya[et,:9iec6:-:: ,..... � Genera(_Beam Anal sis::.:::_:..:... .......... :: . _... L:.... ..: : . ...-�:........... . :....Y:.._..-:::�-:...:.__.....;.-.'.. : '._. ._:�_. .. .'.... ............ : • : __, ENERCALGINC:`I9832fl1A,:B(ii1d.614.1.23;Ve�6,tA:.1:13.;.` i.li 9 S ' 9 B Description: Wall Moment at Hangers 182 , General Beam Properties � ` • Elastic Modulus 29,000.0 ksi Span#1 5pan Length = 16.833 fi Area= 90.0 in"2 Moment of Ineriia = 100.0 in^4 D(o.zs21 Cro.5oa�w�o.s�s� D(•0.2�3Z)Lrv0.5B4)W(•D.81B) G t � .�s Spnn=16.833 R �� _ � Applled L0ad5 � Service loads entered.Laad Factors will be applied for calcula6ons. Load{s)for 5pan Number 1 Point Load: D=0.292o, Lr=0.5840, W=0.8180 k an.1 D.33�fi Point Load: D=-0.2920, Lr=-0.5840, W=-0.81 BO k(a�14.667 fl �DES/GN SUNtIVlARY � Maximum Bending= � 4.48'I k-ft Maximum Shear= 1.257� Load Combinalion +1.20D+1.60Lr+0.50W+1.60H Load Combination +1.20D+1.60Lr+0.50W+i.60H Lo�ation of maximum on span 10.268ft Location af maximum on span iD.352 ft i Span#where maximum occurs Span�1 Span#where maximum occuts Span#1 Maximum Deflection Ntax Downward L+Lr+S DeflecUon 0.019 in Max Upward L+Lr+S De#1ecGon 0.000 in Max Downward Total Defleclion 0.036 in j � Max Upward Tntal Deilection 0.000 j� I Maicimum Forces&Stresses for.Load Combinations Load CombinatiQn Max Stress Ra6os Summary of Moment Values 5ummary of Shear Values Segment Length 5pan ik M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/0mega Overali MAXimum Envebpe Dsgn.L= 76.83 ft 1 4.48 -0.92 Q.AB 1.26 +1.4DD+1.60H Dsgn.L= 16.83 R 1 1.68 -0.22 1.OB 0.30 +1.20D+0.50 Lr+1.60L+1.fi0H Dsgn.L= 16.83 ft 1 1.70 -0.35 1.7Q 0.48 +1.2UD+4.60L-F0.50S+1,60H Dsgn.L= 96.83 ft 1 a.93 -0.19 O.B3 0.26 +i.2(1D+1.60Lr+0.50L+1.60H Dsgn.L= 16.63 ft 1 3.40 -0.70 3.40 0.95 +1.20D+1.fi0Lr�4.50W+1.60H Dsgn.L= 16.83 ft 1 4.4a -0.92 4.48 1.26 +1.20D+0.5�L+1.60S+1.60H Dsgn.L= 96.83 ft 1 O.B3 -0.19 0.93 p,zg +1.24�+1.60S+0.50W+1.60H Dsgn.L= 16.83 ft 1 2.01 -0.A1 2.d1 0.56 +1.20Dt0.5DLr+0.50L+UV+1.60H Dsgn.L= 16.83(t 1 3.�6 -0.79 3.86 �,pg +1.20D+Q.5DL�+0.50 S+W+�_g0 H Dsgn.L= i6.63 it 1 3.09 -0.83 3.Q9 0.87 +1.20D�0.50L+U.70S+E+i.60H Dsgn.L= 16.83 ft 1 0.93 -9.19 0.93 0.26 �0.90D+W+p.90H Dsgn.L= 16.83 ft 1 2,86 -0.59 2.86 0.80 +Q.90D+E�U.90H Dsgn.L= 16.83 k 1 D.70 -0.14 0.70 0.20 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'=Defl Loqlion in Span Load Combination Max.°+"pefl Loca6on in 5pan +D+0.750Lr�0.750LiU.450W+H 1 0.0361 8.669 � O.00DD 0.000 25 of 60 � A Johnston BurlJtoldcr Associates �ou rtn.s Liquor pox Addition 930 Central Zep6yrhips,FL KnnsuCity,bfQ aonxo. 1�135Q0070b StterrNo. 816-4Z1-420D C1LCUl.ATEP6V CMP DATE 12.il� �s C1IEC{NED 6Y UA7'E CMU71 Ver20�3.05.D3 Cb�iU SI;GNDER WALL(AC1530-DS/11) .��:siruwuccom , DESCRIPT]ON: Wall ReinCorcing at Canopy Hnngers 1&2 il PAN�L PROPERTI�S LOADING � Wall HcighL•h= i 6.83 R fm= 2,ODD psi ' Lntcrnl Londine �f Ms 7b - Parnpet Height= 2.87 fl fy= b0,000 psi Ultimale Wind Pmssurc= AB_7 psf 32.5 l.]50 Nominal Thickness(I)= B.O in Seismic Fnctor= O,OOD 0.0 D Running BondP -. Yrs unsrouteJ G= b3.0 psi Use this wind mom�t mstpd: 0 All'ce1Ls grouledT T!o interpolated fr= 163.0 psi Use Iliis seismic momait mstead: 0 block Wci�ht= i.ight_tVt Fm factor= 900 Vcrlical Londine Grout�'Veighl= ]40 psi Detlixfion limit= D.OQ70 h S�5- Q.U00 Min IhII catio= 142.9 Unifnrm Vertical I.oadinc eccen�ricitv 1�i Ms('Ihl V,crt&ar Locauon: Cenlerecl Full bt wnll wt= Sd6 plf 0.000 in 564 0 Cover if Bar Ea Face'= 2.53D'in .2D7'm= 400.0 psi Dr.ad Load= D D Bnr Aepttc J= 3.813 in Em = 1 BOD.O L-si lloar livc Load= D pIf O.OQO in 0 D n = Ib.11 RnoFlivc.L.aad= Dpli 0.000 in 0 D Vertia:tl Har S'vx= fl 6 Wall WcigLt= 75 psf Roof Snow Load= R�lC 0.000 in 0 D Ty+picat Har Spacin6= 8_0 in Tribumry width= 0.67 ft As= 0.663 inJll $Tnj�Widlh Pm,Perties Cnneentratect Verticnl Loadine eccentricitv Too much steel try bacs each facc b = B.0 in Opening«t midht= 0.0 k O.00D in D 0 Opening Properties Ag= 61.0 io2 Dead l�nd= 0.0 k 4.000 in 0 0 Legibcnvicen 2 opugs2= No Sg= 77.5 in3 I•loor livc I.oad= 0.4 k 4.00D in 0 0 Opcning Width{s)= O.ODR tg= 29�.5 in4 RoofUveLoad= 0.0 k A.000 in 0 Q EL Top ot Opening= 0.00 R ivtcr= 1,053 9b Roof Snow Load= 0.0 k A.000 in 0 0 G�Bottom Opening= O.tlU R p= 0.014d9 Opening Matcriallyt= 0.0 psf p mac= 0.0092] H'cells reinf n opng= 1 As= O.a4 in2 Gnrage,assembiy or LUl00psf: � Roofs�hat don't shed suow: �° f�t cell reinforced?= Yes Opng 1Uo]]Wt= D psf All Otl�ers: U All Others: Q � TYPICAL WALL IiGINFORCING RESULTS LRFD Combinations NoicOnly�hccomm➢ingLrorS 1�D (l�'3-15d5)D laul comLination c di.splayed. 1�D 1ZD 2.2U 41.U�V +2.OL 1.-0I) +1.6L +O.SL +051V +DSL +RSL U.9D (�.9-.2Stis)D � �-IISLr +1.6Lr +1.GLr +OSLr +U.7S +1.OW +1.DE bfua ('Ib)= 0 0 0 575 I,150 0 1,150 0 Pu (1L)� 790 677 677 677 677 677 SOS 508 Pu/Ag (psi)= ]3.0 I LI 1].l 11.1 I l.l 11.1 8.3 3.3 COhiPItLSS10N OKAY Ase (In2)= 0.455 D.453 0_453 0.453 0_A33 U.453 0.450 0.450 c (ln)= 2.667 2_656 2.656 2.656 2.65b 2.6�b 2.639 3.639 Icr (ln4)= 60.2 59,7 59.7 59.7 59.7 59.7 59,0 59.0 a (1n)= 2.140 2.I31 2.131 2.131 2.131 2.731 2.Ilb 2.116 tiu (in)= 0.000 O.OQQ D.000 0.055 0.1�1 O.ODO 0.150 D,OUO hiu {'Ib)= 0 0 0 578 � 1,158 0 1,156 U C'npncity:¢1V1n {'Ib)= 5,635 5,619 5,619 5,619 5,619 5,619 5,595 S,i95 STRENGTI l OKAY llLl�L�('l'lUN I Sen�ce Loud Combinnllons D D D A+0.-15�V (I+,lOSS�Is)D DEFLECT'ION OICAY D -tL +Lr +O.G�V +p.75L +0.525E 0.6D (0.6-.I-tSdc)D or+Lr or+S +D.75S tU.75(L+S) +II.fi�V +0.7E blsa ('IL)= U U 0 690 �17 690 fi90 0 Ps (lb)= 5G4 56� SG1 Sbt 564 339 339 339 � A1 ('Ib}= D U 0 b93 52O 692 692 D i °s (jn)- 0.0�0 O.00U O.OW 0.056 U.O50 O.OG6 U.066 O.DOD '� DcflRutio = L/ 9999 L/ 9999 1.! 9999 L/30d0 L!�tOSJ L/30�35 L/31A15 L! 9999 I' � 26 of 60 � I i� Jo6nston Burl:F�older Associntes aouTm.s tiquor Bo;Addit;on , 930 Cenlral ZephyrLills,FL Kansa.City,INO ]OD�O. 1d3500D706 suc[rNo. B16�32113200 GtLCULA7ED6Y CTr1P DATE ��]D` 15 ct�cci:En nv onre CMU11 VerZ613.05.03 CMII SLT�.NDER WALL(AC!530-�5/11) s�,n.x,.��n.�,� DIiSCR1PTION: Wall Rcinforeing nt_Canopy FIangers I3.2 � � n �m nl p, _ � m V TypicallYnll n Rcinfarcing: 86Q8 CcntcreJ WALL EL�VATION 27 of 60 , I I Title Block Line 1 Praject Title: You can changes this area Engineef: Project ID: using the°5etfings°menu item Praject Qescr. and then using the"Printing& Title Block°selection. Title 61ock Line 6 �r�,+�i:tio.ruNzoia,a4i�.s _:._.........__:_.:..::.........:. .-----._...__._............._:.... _.. ._.... ._... .. _....,. --.- • . _-- -:;-=;,,, :°-. ° � _:':-:_:_:`::_Flle'.=:Wl1=Pr.'ojEcts12D0a2499120�1-_�le'ariyatei:sE1.12Dt4'-.'1435D024$1SEngldeerwalei;il;ec6'.=':=' ._.... .... .... ._..._. ....._.... .._.. . ..._ -............._. .. .. . . . .:c:_:_:.-._.,. : ._..... r:: :_: _...:._. _:.:::.:: ... .......:_.-::r.._._.._:.... _: .. . -- - - Ge�eral..Beam�Ana�ys►s::__:-:--:=_::_:`.-:__.. ......_ .. _. . . . ,. .. _.._.:......._._....__.._._. _. �.--:.:::_._:'s_:::_-;;..;:�:.'_':a:.:-==:-:ENERCALC;;INC:1983-2Dt4;B6(Id:6;i9:9:23;:Ver6:l:A_7;23:;- ....:.._.....:.....:......:..::......... .. .... . �,�� e a e a " DesCliption: Wall Moment at Hanger 3 " General Beam Properties � Elastic Modulus 29,000.0 ksi Sp�an#1 SpanLenglh = 6.4 ft Area= 10.0 in^2 Momentof-Ine�ia = '[OQ.O in"4 0�0.292)L0.5U4)W(4.818) 0(•D.292)Lr-0.59d)W(A.81� . I I ' _ 7 �-� sp�n=s.o n � i4pplled LUadS 5ervice loads entered.Laad Factors will be applied for calcufations. �Load(s}for Span Number 1 � Point Load: D=0.292a, Lr=0.5840, W=0.8180 k(o�Q.0 R Poinl Load: D=-0.2920, Lr=-0,5840, W=-0.8180 k(�3.750 ft DESIGN SUNIMARY.... . Maximum Bending= 2.382 k-ft Maximum Shear= 1.059 k �Load Combfnation +1.20D+1.601.r+0.50W+1.60N Load Combinaiion +120D+�.bpLr+�.50W+7,60H �Locafion of maximum on span 3.75Dft Localion of maximum on span 3.780 ft ISpan#where maximum occurs 5pan#t Span#where maximum occurs 5pan#1 Maximum Deflection I `'Max Downward L+Lr+S ReFlection O.Q00 in ' f Nlax Upward L+Lr+S Deflection -0.009 in � �Max Downward 7otal Defleclion 0.000 in � Max Upward Tota1 Deflection -0.003 in ij Maximum Forces`&Stresses for Load Combinations Load Cambination Max SUess Ralios 5ummary of Mament Values Summary of Shear Values 5egment Length 5pan# M V Mmax+ Mmax- Ma-Max Mnx MnxlOmega Cb Rm Va Max Vnx UnxlOmega Overall MAXimum Envelope Dsgn.L= 6.00 ft 1 -2.38 2.38 1.06 +1.40D+1.60H Dsgn.L= 6.D0 ft 1 •0.57 0.57 0.28 +1.20D{{1.50Lr+1_6DL+�,60H asgn.L= fi.oD ft 1 -0.90 0.90 D.40 +�.20D+1.6Ql�9.505+1.60H Dsyn,L= &.DO fi 1 -0.49 O.A9 0.22 +1.20D+1.60Lr+U.SDL+i.fiOH �, Dsgn.L= 6.00 fi 1 -1.81 1.81 0.86 i +1.20D+1.60Lr�0.50W+i.fiQH Dsgn.L= 6.00 ft 1 -2.38 2.38 '1.06 ' +1.20D+U.50L+1.fi05+1.60H Dsgn.L= 6.OD ft 1 -0.49 0.49 0.22 +1.20D+1.fiD5+0.50W+1.60H Dsgn.L= 6.00 ft i -1.07 1.07 0.47 +1.20D+0.50Lr-�U.50L*W+1.60Ff Qsgn.L= 6.00 R 1 -2.05 2.05 0.91 +7.20D+9.50L+0.50S+W+1.60H Dsgn.L= 6.U0 ft 1 -t.64 1.64 D.73 +i.20b+U.50LiU.7aS+E+1.6�H �sgn.L= 6.00 it 1 -0.48 0.49 0.22 -�0.96D+W-�0.90H Dsgn.L= 6.00 it '! -1.52 1.52 0.88 +U.90D+E+0.90Ff Dsyn.L= 6.00 ft 1 -0.37 D.37 U.16 Overall Maximum Deflections-Unfactored Loads � Load Combination Span Max.""Defl Loc�tion in Span Load Combination Max.°+"�efl Lopllon in Span 1 O.OD00 0.000 +D+0.756Lr+9.75DL+�.450Wi1i -0.0027 3.240 I � 28 of 60 ; Johnston I3urkhalder Associ:ttes aon�-rrae Liqunr Hox Addilion , 930 Ccmn3 Zephyrl�ills.FL -��- KnnsusCity,MO �anxo. 1435oqo7q6 5t1[:ETM1O. 316-021�5200 CALCUL�'fEDBY C1�IP DATG �Z O� C�, CIIECKEABY ~�_ UATE CMU11 Ver2Dt3A5.03 CMU SLENDER WALL(ACT 530-D8/]]) ��.µ.3��.�,� DESCRIPTION: W�l[Rcinforeing at Canopy Hnnger 3 PANI'sL PROP�RTI�S LOADING Wal]Hcig1�L h= 6.00❑ Pm= 2,000 psi Lntcral Londi� �f s 7b Purnpct}Ieight= 2JSIi fy= fi0,�pppsi UllimateWindPressure= O.Opsf 0.0 0 Nomina]7hickncss(t)= 8.0 in Seismic Factor= D.00D 0.0 p - Ru�ming Dnnd? Yes ungrouted fr= 63.0 psi Use t6is ivind moment instend: D Alt cells groutcd? No inlecpoluted fr= 163.0 psi - Use tivs seismic moment instcad: 0 IIlocl:Wcighl= Li�t Wt Em foclor= 900 Vcrlical Loadine Grou[Weigtri= 140 psi Deflection limit= 0.0070 L Sds= 0,000 MinDe�mGo= ]q29 llniformVcr[icalLoadine ecccnUicitv 16 s 9b Ven Har Location: Centen:d Full ht wall wt= A31 pff �.ODD in 288 p Cover if B�r Ea Face= 2.530 in .201'm= dOD.O psi Dcnd Load= D plf 4.00U in 0 0 Bar Deppr d= 3.813 in Em = t BD0.0 ksi Floor Livc Load= 0 plf A.000 in U 0 n = 1 G.I 1 Roof Livc Laad= U p]C 4.000 in Q p Ver�ical Har Size= 8 6 N�o1f Weight= 73 psf Roof Snoiv l.oad= �pif 4.Q00 in 0 0 TypicalBarSpncing= 8_Oin 7ri6utarywidU�= 0.67R As= 0.663 in^_!R StriP Width Fmperties Coneentrated Vertical Loadine eccenuicitv Too much sicel try bnrs cach face b = 8.0 in Opening wt midl�t= O.Q k O.ODO in 0 0 Opening Properties Ag = 61.0 in2 bead Load= D? k O.00D in I89 0 Lcg bchvccn 2 opngs7= No Sg = 77.5 in3 I7oor live Load= D.p k 0.000 in 0 0 Opcning 1'Vidth(s)= 0.40!i ]g= 295.5 in9 RooF Live Load= 1.9 k 0.000 in 1,867 0 ELTopofOpening= O.ODft Pr1cr= 1,053'Ib RoafSnowLoad= Q.9 k O.ODD in 945 0 [Ll3ottomOpcning= U.ODIl p= D.UI4A9 , Opening hlatcrial Wt= D.0 psf p mar= D_D0926 Of cclls rcinf(�opng= 1 As = OA�i in2 Gange,assemUly or LU]OOpsf: � AooFs that dodt sl�ed sttow: �° E�trst ccll rcinforced?= Yes Qpng Wall Wt= U psf All Olhers: �° All Others: � TYPICAL WALL REINFORGNG RESULTS LI2Fb Comk�in�[ions NateqnlydicrnntroOingLrarS I.?D (1,2t.ZSdS)D tna�lcomtiuwiian�displayal. 1�D 1.2D 13ll +],UIV +I.OE ].dD +1,6L +U.SL +p.51V +OSL +pSL U.9D (U.1-.25ds)D +O.SLr +1.6Lr +t,6Lr +U.SLr -H}.75 +1.UW +I.UE Mua (7b)= 0 0 U 0 0 0 D 0 Pu (tl�)= Gb7 1,O�ia 2,0&1 2,064 1,(YW 1?33 A29 429 Pu/Ag (psi)= ]0_9 17.1 34.2 34� ]7.] 202 7.0 7.0 COM11PItESSIONOKAY ��sc (in2)= D.453 0.459 0,477 U.477 O.A59 0_4G3 D.�19 U.419 c (in)m 2.G55 2.692 2.793 2.793 2.692 2.71D 2.632 2.632 ]cr (fna)= 59J 61.3 66.1 6G1 6L3 62.1 58.7 58.7 •r (in)= 3.I30 2.)63 2.253 2153 2.163 2.179 2.}09 2_109 tn (In)= tl.000 O.O4D D.UOU O,OpO D.ODO O.D00 O.00D 0.000 �9u ('Ib)= 0 0 0 � 0 Q 0 0 (:upncEty:QM1In ('!1>}= 5,618 5.670 5,609 5,609 5,670 5.696 S,SSA 5,564 STRL-1JGT}I OKAY 1)LN'1.�(:77Uf� Scrvicc Lond Combinations ll D D D+D.aS\V (l+,��►SSds)l� DEFLEC7TON OKAY D +L +Lr +D.(N �i-0.7�L +0525E 0.6D (0.6-.1JSds}D uc+Lr or+S +0.75Lr +0.75(L+S) t{I.6N +0.7E S1sn ('Ib)= 0 0 U 0 0 0 0 0 Ps (16)= �{77 2,3W 1.�22 477 1,185 286 ?86 28G n� ��»�= o 0 0 0 0 0 0 0 Ss (in)= 0:000 U.6�0 O.UDD O.D00 0.000 U.ilUO p,OpU 0.004 DeflRntio = L!9999 L/ 9999 L!9999 1_/9999 L!9999 L! 9999 L/9999 L! 9999 29 of 60 � 0 dohnston Burkholdcr Associates dD6T171.E Liquor Dax Addiaon 930 Cenval Z�phyrhills,FL � Kansas Ciry,MO �on no. 1�135UUtl706 SttECI'No. Slfi-021-430D C,V.Cl1LATEAIIY Cb1P Pti'E �21'p< (S � CIlCCICED IIY ➢ATE CMU11iVer2013.O5.D3 Ci4IU SLENDER�VALL(AC1530-OS/l l) uzvwsumvuE.eom � llESCXIP?ION: WnI1 Rcinforcing nt Canopy liangcr 3 i+ __ __._... .... .�._ .... _.�_._ � I I - I - , � � �, � h � rl p, � 0 b Typical Wall ° Acinfurcing: i16�t8 Cememd WALL ELEVATION I �, � � ,� ' i; 30 of 60 I' li 1 � PROJEGT ND: &SiEET NO: OF: a�;��+�.r�'�fa �z�e �Q } ��+��,;:�:: �� 1�� PROJECT NAME: �a�3ra�as�n �aag-�+olc��r�s�c��t�� -��%t��- t'N�l�-�-5 r"� - ��=��=t C� �, .r�-�,r�,�;;.t�as��::�: �= - a�..t;��i4;rti.c"±��•� tdAtSE FSY: ' DATE: +�i'1�,nrT CTs3ea.''75§`s :rn'� C�Q,NSULTING STR[1CTURAL �NCIN£ER$ ��p Z��{ ,5 9 3 A C�N T R A L • IC A T7 S A S C 1 T Y, M O 6 4 I 0 5 CHECICEp BY: pA'i� PHC3NE (8Ib} 4ZI-42q0 � FAX {826} �21-A383 � . ` _ � • . � • . : ' : : E ; � • ' . . _ E - . : . , - . . � • .. �_. .. _. _ � . � - . . . . . , :� „ . . . __ , . ._ . _ } . . . • . , . L1ra`[�t:.� _r��trt�S� : ' : . .. . . . __ . ; : . . : . .. _ ,..__ , : : ' ; `i i' � "i . ? � i .I � • ..f_ - • i i � i t ..',.� � . ... • W�.. - . t . .. '. . � ' ' i , i. � � . � '.... ...._ j» ;, r. ��'t (�n QF'iw,�E.j � � , � . - . - . ... • ......._ , . C� ' •t . . c7� 'jtcr=tpt' - . ' : '.. � •. , � �-------�. ._._.�-,� J,�i��' - . - � /�.IQ ftt"G��/� t,��1�1� � �`,�= v5p��'�9.3�`��-`�5p/f'-��C��'= 6'��1� � ��= �'o��'-�'�- I�0�,�-�=J��/f �� t',c�-�38.6'�5f�9�j'�.G"7�-- I��f' �p ('��al� �� 5�.�-c�v� = 1aa��.�a�,�s,�L� ��(��,�� /��.��`� ��-�' � �d�= 1�,��'�-��'= /,��s�' � � . O i! ��C�', .�2 rr �,te`�.3.E�'e....- [1 �-.t.a f€ �.�� 2.� �(p 'I"f.� #ta t . . � Joiinston Burkhotdcr Associatcs JOIIT171.E liyuor➢oxAddilion 930 Central Zephyrtiills,rL l:nnsns City,MO JOd N0. 143500D706 SIIEE'i ND. S16-421-4200 G�GCULATED IIY CMP DATE Cf3EC1iED DY DATE CMU19,Ver2013.05.03 CA1U SLENDER WALL(ACI 530-OSl11) www,sa,,,�,R� � DCSCRIPTI01: ]am6 at new b'-0"door i ._.._.._.._.._._..__ ._.._.. ..._.._..._ ..._.„. ; . ' PAIV�L PROP�RTI�S LOADIh'G li I� \Uatl Fieigltt L= Ib.50 ft fm= 2,OOD psi Latcrn� plf .Ms f'Ibl NonlI Parnpet Height= -0_83 ft fy= 60,ODD psi Ultimate Wind Pnssurr= 48.7 psf 30Q.2 1D,217 ina171tici:ness(t)= S.Din ScismicFactar= 0.000 0.0 D Running 8ond? Yes un�outcd fr= 63.Qpsi Use Ihis t4ind mommt instead: 0 A!1 cclls grouted? Na infcrpolaled G= 79.7 psi 135c this st:ismic mom�t inSEepd: 0 DlockWeigLt= Ligill\'Vt Ern.factor= 9DD VcrtirnlLoadine - Grout�VcigLt= lAOpsi Dcilecponlimit= D.OD7Dh Sds= 0.000 , Min Def1 oatio= 142.9 Uniform Vcrtirn]Loadinu ccccntricitv L Ms(,Ib1 IlYett Baz I.ocation: Cen[ercd Pull lil wall wt= 754 plf OADD in 2,263 D Cover if I3ar E.i Pucc= 2.000 in .20Pm= 406.0 psi Dead I�ad= d5 plF A.4D0 in 277 46 � Bar Dcpih:d= 3.813 in Etn = E 800.0]si Flaor Livc Lond= 0 plf A.Q00 in 0 0 n = 16.11' Raaf livc Inad= 60 p[f 4.60D in 370 62 �IVertical Bar Siu= �l 6, �Vo][Weigl�t= A9 psC Roof Sno�v Laad= 0 plf a.oao in 0 0 Typical Bar Spacing= 46.0 in 7'ribut5ry widp�= 6,17 ft iAs= O.l I l inrll Slrin Nidlh Pmperlicn Concentratcd Vertieal Loadine eccentricitv � b= 3G.0 in Opening wt midht= 2.0 k O.D60 in 3.029 0 Opening Propertics Ag= 172.D in2 Dead Load= 0.0 f: 2.00D in 0 0 Les tichvicen 2 apn�s7= No Sg = 29D.1 in3 Iloor live l�ad= 6.� k 2.000 in 0 D Opening 1Vidi1�(s)= 633 R lg = 1 I47.7 in4 Roof Live I.oad= 0.0 k 2,000 in 0 0 E�'I'opofOpening= 7_OD Ei blcr= 1,926'16 RoafSnotv I.oad= 0.0 k 2.Op0 in 0 0 GL Dottom Opening= 0.00 A p= O.Dp644 Qpining Matcrial\Vt= p.0 psC p ma�= O.pU853 i!cclls reinF(ni opns= Z As= D.88 it�2 Gamge,assembty or LUl DOpsF; � Roofs that dm�'t sfied ss�aw: � rirst ccll rcintorced7= Ycs ppng��a111V1= 56 psC All O[hers: � All Ol}ters; � �� I' WALL OP�NING R�IiVFORCIIYG RESULTS M LI2FD Combinations Na�cOnllyihecamro�ingLrnrS ]?D (1?+?Sds)D londrnmtiinauoncd'ap6yed 1?D I.Zp 11D +�.OIY t7.00 I 1.4D +1.GL +O.SL +OS�V +D.SL +DSL 09D (D.9-�Sds)U � +O.SLr +I.GLr +1.6Lr +D.SLr +0.75 +L[IW +I.00 ni�n (`lb)= 65 86 154 5,2b3 10,3D4 55 10,259 42 Pu (]h)= 6,396 5,667 6,D74 6,074 5,667 5,-083 4,112 4,112 Pul.1g (psi)= 37.2 33_0 353 353 33.0 31.9 23.9 23.9 COMPRESSIDNOKAY Asc (in2)Q 0.491 0.978 0.965 0.9II5 0.976 0.975 Q.953 0.9i3 c (Jn)= 1340 1.27A 1.283 1.283 1�74 1�7U 1�4Q 12A0 Icr (inA)= 127.3 126.4 12fi.9 12fi.9 126.4 1Z6.2 124_A 124.4 a {�n)= I.D4d 1.030 1.038 1.038 l.D3D 1.027 1.000 1.000 b° (t°�` Q.002 D.002 0.004 0.854 Z_OGD 0,001 2.020 0.901 A4u ('lli)= 66 B7 156 S,b95 11�77 56 1Q,951 4Z Cnpncity:�:11n ('lb)= �q,gq3 14,674 ]4,769 14,769 lA,G7A ]4,632 14,312 14,3i2 �, STRENGTIIOKAY I ll�l�L�:(:I'IUfY ( Scrvice Loqd Comhiimtfons � D D D D+0.45�V (I+.1DSSds)D DEFLCC770N OI:AY D tL +Lr +p.fiW +Q.75L ii1523E U.6ll (6.6-.1dSds)D or+Lr ur+S t0.75Lr +f1.75(L+S) +0.6W +i1,7G i►isu ('Ib)= 46 166 708 6,177 4.G90 6,158 6,156 28 Ps (Ih)= 4,569 4,939 4,939 -0,569 4,&76 1,52A 2,741 3,741 I Df ('Ih)= q7 i09 109 6,574 4,97d 6.283 6,342 38 I, �'S (<�'�- O.D01 O.OD3 0.003 1.043 0_702 0.986 I.D23 D.001 �' DcORnlio = L/9999 L! 9999 L! 9999 L! 19D L/282 L/Z01 L/ 194 I,l 99y9 I� i 32 of 60 Johnston Burt.Loldcr Associntes aouriT�s Liquor Box Addition � � 930 Cenlr;�l Zepl�yrhills.FI. KnnsasCily.bi0 a6allo. 1�t3500070G su&erHo. 816-•121-•lZl}D CALCIILATEDDY CMP DA'�7? � ClIECKEDBY DA7E � . cMui�ve�zo�aos.oa CA1U SLENDER VVALL(ACl 530-05/lI) µ,K,,.s,,,,µ;,n�,,, ' 1>ESCRIPTION: )a�nb at new 6'-4"door � � cL m E � � � h O� T ea � n O � c ,� o — �pcuing � n Reinforcing: 6.33 R 2 cclls w/(16 Opng�Vidqi Centered Ccli adjacent to opening'is reinforced WALL EL�VATION 33 of 60 , �� Title;Blocic Line 1 Praject Title: You can changes this area En�ineer Project ID: using the"Setbngs'menu item Pro}ect Descr: and Ihen using the"Priniing& Title'Block°sefection. Title Block Line 6 Prirt^4:BJJL�eie, eea�nt . .._.... ...--::.................:..:�;...::c:-:__._:-............,:::....-_:_:._.:.:. .. ....... . .:.............._.. � -- � � �� ..:. ._._._._ :. :. ....___.:_.:_._,: - :... _ `_-:_: - ._-':h��=W;11=PROJ�110500_0=;fl0106�Z:112014-'1=11EtigIZEPHYR.�7,EC5:;a ,`. , .. :General.;Beam;_Anai s�s--=�-_::..-_:. . -._. .--.-. �: ._ -- - _ _... _: . . (..... .�...,..:-.. ....:...:..:..::......__:_._.;..:..::..:..:...:...::::�::. : ; . . .:e�_::�. .::.. ,-..._>::::_: _ - - - --- '_' EtJERCALG.INC.:1993=201fi;€$iiifd;6:16:6.7:Ver.8:76;6:7:"s :..:.:..:..:.... .. I.li 0 9 0 A ' Description: Added moment at i6'-0°Jamb I� General8eam Properties. . E(aslic Modulus 29,000.0 ksi Span#1 Span Length = 18.50 ft Area=� 10:0 in^2 Moment of Ineriia = 10Q.0 iri^4 - ! o�o.aca i.,o.re� � � � �ati r� ' � Span�16.50 R v u� �� I Applled Loads Service loads entered.Load Factors will be applted for calculations. �L�ad(s�for Span Number 9 k Poini Load: D=0.3680, Lr=0.73D k o(�,10.670 fl DESIGN.SUNIMARY �� M'aximum Bending= 3.033k-ft Maximum Shear= 0.5296 k �Load Combinatian +q,20D+U.50Lr�0.50L+W+1.60H Load Combinalion +1.2�D�U.50Lr+Q.50L+W+1.60H La�6on of maximum on span 10,643ft Location of maximum on span 10,725 fl �Span#where maximum occurs Span#1 Span�F where maximum occurs Span#1 Maximum Deflection Max Downward Transient DeflecGon 0.037 in 5422 Max Upward 7ransient DeAeclion 0.000 in 0 Max Downward Tofal DeFlecUon 0.055 in 3605 �� fUlax Upward Total Detlectlon 0.000 j� 0 V@ftlCel ReSCtiOnS. .. - ..... . .,.. .. Suppart nolation:Far fefl is f�1 Values in KIPS T Load Comhinatlon Support 1 Support 2 Overall MAXimum 0.388 o.71D Ov�erall MlNimum 0.078 0.143 � +[}�+H 0.130 0.238 �D+L+H 0.130 0238 �D+Lr+H d.388 O.liO +p�+S+�{ �.130 0.238 +D�+0.750Lr�0.756L+H 0.323 0.592 +R��.75QL+0.750S+H 0.130 0.238 +D�9.fi0Wfti D.730 0.238 �+Dfi 0.70E+H Q.130 0.238 �D�.750Lr-FOJ50L+0.450W+FI 0.323 0,592 �+D+OJ50L-�0.75D5♦D.A50W+H 0.130 0.230 +D�.750Li0.750S+0.5250E+H 0.730 0.238 iU.60D�.60W-�U.60H 0.0�8 D.143 -�U�60D+O.70E+0.60H Q.078 D.143 D Only 0.130 0.238 Lr Onty Q.258 0.472 L Onty S Onty W Only E CJnly H Only � I I � �� I� 6 � 34 of 60 �� i � a , i .loLnston Burtcl�o]der Associntes JOII7rfLE liquor pox Addition 93D Cenual Zi:phyrltills,FL KansasCiry,DtO �Onno. 1435000706 stlEerNO. 8l6 121-•{?DO Ca�Cti1.nTED u1' CMP Dn're C11ECI:ED!Sl' DATIi CMLl77 Ver2U13.O5.U3 CMU SLGNDER�YALL(ACl 530-OS/11) ��tivwsmn�•��rnm DL•'SCRIPTIOi: Iamb at ncw 16'-0"door PA1V�L PROP�RTI1s5 LOADING \Vall ltcight;h= 16,50❑ Pm= 2,OD0 psi Lntcrnl Lond3nQ �i' Ms f9b) Parapel Fieigbt= A.83 ft Cy= 60,000 psi Ultimatc Nind Pressure= 38.6 psf 450.3 15,325 Nomina!1ivd:ness(I)= 8.D in Scismic C•octor= 0.0�0 0.0 0 Running Bond7 Ycs ungmuted fr= 63.0 psi Use this wind momimt iastcad: 18,358 All cells grouled? No intetpolaled fr= 79.7 psi Use this seismic mom�t instead: 6 � B1ockWcight= LiglitlVt Emfactor= 90D Verticul'I.outlinL GroW Wcight= 140 psi De(lcclian limit= 0.0070 L S�- O.U00 h1in Dcl]rnuo= 142.9 Uniform Verlicat i_nodinG ecrentricitv Ih Ms(,Ib) I Vcrt IInr Localion: Each Face Fu11 bt wall wl= 796 pil' O.ODD in Z,917 p Covcr ifDar Pa 1'acc= 2.000 in �OCm= A00.0 psi Dend Load= 95 plf 4.OD0 in 525 8B Dar Dcptlr.d= 5?SD in Em = 180D.0 lai F]oor Live Laad= 0 plf 4.000 ia 0 0 n = i G1 I Roof Live I.aad= 60 plf 4.000 in 700 117 � Venicnl I3ar Sizc= t.6 Wnll 1Veight= A9 psf Roof Snmv E.o�J= 0 plC 4.000 in 0 0 7'ypicnl IIur Spacing= 48,0 in TribuLiry rvidll�= I I.G7 R As= 0.111 inJl3 Slrin Width Pmncrtics Conceniraled Vertical Lnudin� ecceniricilY b= 44.0 in Opening wt midht= 4.4 k O.ODD in 4,441 0 Opcning Propertics Ag= 333.� in3 Dead Load= 0,0 k 2.�(JD in o a Le�benveen 2 opngs7= No Sg= 3fi7,b in3 Floor Live LoaJ= 0.0 k 2.000 in 0 D Opening\Vidili(s)= 16.Op 11 Ig = 14a33 in4 RooClivc!_aad= 0.0 k 2.000 in 0 0 EL Tap of Opening= ]0.00 ft hlcr= 2,440'1� Roof Snow Load= p.0 k Z.000 in 0 0 EL Boqom Opeuing= O.OD fl p= 0.0057d Opep'v�g Materinl Wt= Q.D psf p mnx= 0,00738 ;;cells reinFC opng= 3 As = 133 in2 Gnngc,usscmbly or LUl00psF: � Ra�Cs Ihal don'i shed snow: �° First cell reinCorced'1= Y�s Opng Wall W�= 61 psf All Olhers: � AIi pq�e[5; � �VALC.OPENINC R�INFORCING RESULTS LRTD Combinntiw�s NacOnkthcronw�ingLrorS 1.2D (1?+.2Sds)D loadcantiwriunisdispl�ycd. S.2D 11b 1�D +1.0\V +�,pE 1.4D +1.6L +OSL +p.SW +OSL +p.�L 0.9D (D.9-?Sds)D tUSLr +1.GLr +1.fiLr +OSLr +0.75 +1.6N +I.OE �1un ('lb)= ]23 163 292 9,47] 16.521 105 18,437 79 Pu (11>}= 11,03G 9,510 70,580 10,580 9,B1U 9,460 7,695 7,045 Pu/A� (psi)= A7.4 4�.1 45.4 as.a AZ.1 d0.6 3D.5 30.5 CObIPRESSIDN OKAY Asc (in2)= 1_SID 1.489 I.502 I.502 1.489 l,d8a i:iaa 1,A14 c (in)= I.bD9 ].587 1.60D 1.60D 1.587 1.561 1.539 1.�39 lcr (tn4)= 383.6 380.6 382.5 362,5 380.6 379.8 373.9 373.9 n (in)= 1,304 1�BS 1.297 1�97 ].285 1�79 1.242 1.242 bu (in)= 0.0�2 0.003 U.O�fi 0.583 1.277 0.002 1�65 U_ODZ RIv ('16)= 125 166 247 9,985 19,560 tD7 19,165 80 (:npncity:¢ntn ('!b)= 30,342 30,085 30,246 30µ46 30,D85 30,UI I 29,508 29,508 STRENG"fl l OKAY ULI�LN'[:l'IUN Scrvicc Load Cambinations D D D D+4.45�Y (�+,]O5Scls)b DL-fLL'CI70NOKAl' D +L +Lr +4.G�V +U.75L +0525E U.6D (D.b-.l�lSds)D or+Lr or+5 t0.75Lr +0.75(L+S} +0.6�V +D.7E A7sa ('Ib)= 88 204 2Dd 11,102 6,436 11,067 11,067 53 1's (Ib)= 7,BA3 8,583 8,583 7,8B3 8.�D8 2,OG5 4,73(1 �1,730 M11 ('Ib)= 89 207 ?07 1 J.559 8.756 11.183 11,341 53 os (in)= 0.0{IZ O.00d D.OI}1 0.695 O.SOD 0.673 U.694 0.001 Dc(1 Ratto = L/9999 L/ 9999 L/ 9999 LJ 385 L!396 L!29�1 L!2II� f_/9999 35 of 60 • Johnston Burl:holder Associntes .ronTinz Liquor IIox Addition 930 Centnl Zephyrbills,rL � KnnsnsCiry,MO aonNo. 1435000706 s�ieErxo. 816-0ZI--120D CAI.CU[.A7'EDflY CMP m��[e � CI1L•CKEUOY ^ DATE CMu11 ver2o13.05.03 CMU SLENDER WALL(ACI 530-68/11) w�tivs��e�om i DESCRIPTION: Jamb at ncw 16'-0"door i; ...._._.M__...._.......... . M........_. � I� - � � a. m A 7 a C � �d . � I = r.o � a � O o C �? o `D Opening o u Reinforcing: 16.0011 3 cclls rv/H 6 Opng Widil� Each Facc Ccll adjacent to apenin�is rcinfarced , WALL ELEVATION i �� i; i' � I 36 of 60 i � Title Block Line 1 Project Title: � You can changes this area Engineer: Project ID: using 1he°Settings°menu item Project Descr. and ihen using the"Printing& I TiBe Black°selection. Tiile Bfock Line 6 Pinte�:8 JUL 2018.t:�7P7a .. .._,.:.------�- - �-�-- �.::....._:_.::_.�—_::".,..:...:�:;_::._:_:_:-..:.::..:.:..... ..::--- -� :-. ::. - - - - -_- -_ - -- ... . . ......... .. Fle ° ilRason : �:B ._ _. . _.. _ -- - ---- .._._. -. ..:_..-. _: .__ -�,-._—:;c_;_ ;; '_ 4D�0'c].10766�2:;11201$1:-14E�ig1ZEPHYR�I,EC6�_; _. :. :_-:___.-. - �....:..il_-PROJ�tlQS...�,.. -.,:_:---::;:..�rY.:_::-eam:.=.__.=:_:=;-::::_::_:_:�;.._.�-�.__;=:-. �.: _.- - - _ - _ :. . --.:::::_: -� �-.:..,... N - ......................... .. . .._.._...._. ! _- - :=�-=`� _::_:_:. :E EftCALC;INC..19B22U16.:Build;6;jS;6.7;Ver.6:16.6:Z::._ --.:' :__.:::.:.-�:-:.:.::::,. �.�� o e - - e a - �escription: i6'-0°CMU Lintef I Code References Calculations perACl 530-11,IBC 20'12,CBC 2013,ASCE 7-'10 Laad Combinations Used:ASCE 7-10 - I Genera!Info�mation � fm 2,000.0 psi ClearSpan ,16.Oft RebarSize 6.0 . fy 6D,fl00.0 psi Beam Depth 2.667 ft #Bars E/F 1 - Em=fm' 75D.0 Thickness 8 in Top Clear 3.813 in Wall Wf Mult 1.0 End Fxity Pin-Pin Btm Clear 3.813 in Block Type Light Wt Equiv.So1id Thick 7,60 in #Bar Se1s 4 Lateral Wind Load 16B.0 psf Wall Weight 75.0 psf 8ar Spaang 2.565 in Lateral Wall Weight Seismic Factor E 1,5�0.0 ksi Calculate vertical beam weight T No n 19.333 Ld#�:D�0 6180)lrD.180) �� ea Sdpport Beam Support :_�.�.. ��; . ars e , sets use � � ;_. �� : . . . . . .. .. . . ... --_ . .. . . � ( .... _ _ . . -_ = � @ �_. --__ 1011 Ckm Sonn ��:.� ; 1 1 Uniform Loads 5tart X End X Dead Load L:Floor Llve Lr:Roof Live 5:Snow W:Wind E:Earthauake �� ft r� o,stso o.ieo �� #2 ft ft 0.0 �ft #3 it ft k/ft t� ti K wri DESlGN SUMMARY e- . o Max�mum 5tress Rat�os... vert��ai Laleral Combined Maximum Moment Actual Allowable k_� Mu/Phi•Mn 0.230t 0.6264 0.66D7 :1,D0 Vertical Loads 32.947 k-ft 156,817 k-ft for Load CombinaGon:+1.20D+�.60Lr+U.50L+1.60H Vu/Phi'Vn 0.4193 0.2731 0.50D4 :1.00 Lateral Loads 1q,332 k-ft 22.889 (ar Load Cambinatlon:+t.20D+0.50Lr+D.SDL+W+f.60H Actual Alfowa6le Maximum Shear Actual Allowahle Maximum Tension As 0,880 in"2 2.046 in"2 Ver�cal Loads 33.753 psi 80.498 psi for Load Combination: +�_zOD+1.fi0Lr+0.50L+9.66H Minimum Mn=1.3*Fcr*S = 14,101 k-ft l.ateral Loads 21.982 psi 80.498 psi for Load Combina6on: +1.20D+fl.50Lr+U.50L+W+1,60H Veriical Strength Lateral Sfrenglh (Checking lateral bending for span) As-(per bar set at one side of beam) 0.88D in"2 As-(ail bar sets at one side of beam) 1.760 in^2 ' Phi•Mn 156.817 k-ft Phl'Mn 22.881 k-it lJote!5lreny(ti uses tx�o bottanr bar sets. Note! Slre��oth uses bars2t on each srdz of beem. 37 of 60 , TitlelBlock Line 1 Project Title: You can changes this area Engineer: Prolect i�: usina the'SelGngs"menu item Project Descr and Ihen using the°Prinling& Title Block'selection. T itfe Block line 6 _ P,��d:a��.�n;s.,:m;,; ........_<_::: :_:...................,:-.,.....:-...:...... .:. ._:::_:` .:._-:.::.a.::.....:,..: :_. _ ----._. - _ "�-:F1e.=_W:11.-.P.R41_11�D0-0-1.1U7a6-Z::�1201.41�11Eri 1ZEHHYR-I:EE6:.=:' . �.::. . .. . . . _ ,._; :�r3SOClf',/ BEat'll_:-.=: ";:-- :-_._- _:_ . .•:'... ::_. -..__ ;.:- ;i:::_=;: _.; :_ -- =- _ `:EtJERCALC.INC::1993=2Dj6iBui7d:6.9E�6:7.Verfi.16.6:7=:-: . :_�:=..:�::.::::_:::'::.°'.... �.�� - e o e e....� Des�ription: 6'-0°CMU Lintel �Cade References � ' Calculations per ACl 530-11,IBC 2042,CBC 2013,ASCE 7-70 _ Load Combinations Used:ASCE 7-10 Generaf lnformation - u Pim 2,OOD.O psi Clear Span- 6.0 ft Rebar Size 5 � 6Q000.0 psi - Beam Depth - 1.333 ft_ i�Bars @ LocaGons 9 ,� . Em=fm' 750,U Thickness 8 in Top Clear 12.54 in 1Na11 Wt Mult 1,0 End Fixily Pin-Pin Btm Clear 3.50 in Block Type �ight Wt Equiv.Solid Thick 7,60 in #Bar 5ets 1 L�ateral Wfnd Load 48.70 psf Wall Weight 75.0 psf Bar Spacing 5.0 in Laleral Wall Weight Seismic Faclor E . 1,500.0 ksi �alculate verlical beam weight 7 Yes n 19.333 Eenm Suppmt 9cam Suppop � _,� � :F _ i j I �� . . . . .. . .. .. . . . � " I _l� .��$bd19 � ' � � Ltl,�i-0� b600}b0:000 - � _ t r ` _ f Uniform Loads E Start X End X 6ead Load L:Floor Live Lr:Roof Live S:Snow W:Wind E:Earthquake t�� r► � a.s5ao a.osa o.a wrt #2 ft ft klff #3 fi ft W� #4 � ft ft k/ft DESlGN SUMMARY e- • � Maxir�um 5tress Ratios... venicai �aterai Combined Maximum Moment Acl�a� � Aliowa6le k-€t � Mu 1 Phi'Mn 4.2532 0.06Bo3 0.2624 :1.00 Ver#icaE Loads 4.145 k-ft 16.369 k-ft for Load Com6ination:+1.40D+�.fiOH Vu/Phi'Vn 02815 f�.03901 0,2842 ;i.00 �teral Loads 0.292D k-ft 4.255 forLoad Comhination: +1.ZOD+0.50Lr10.50L+W+1.fi0H Actual A1lowable Maximum Shear A�tual Allowable Maximum 7ension As 0.310 in^2 0.9069 in"2 Vertical Loads 22.657 psi 80.496 psi for Load Comhination: +1.40D+1.&QH Minimum Mn=9.3 Y Fcr*S = 3.523 k-it Laleral Loads 3.193 psi 80.49B psi � for Load Combination: +1.20D+Q.50Lr�U.50L+W+1.60H Ver�cai Strength Lateral Strength (Checking lateral bending for span) Asii-(per bar set at one side of beamJ 0.3i0 in^2 As-(all bar sQts al ane side of beam} D.310 in"2 Phi°Mn 16.369 k-fi Phi'Mn 4.255 k-ft �rJote!Sirertglh us2s iwo bottom bsr sets. /Jote!Slreitglh uses bsr sef on eocfi side of beam. I I II � �! � i 38 of 60 i . i . aaaecrr�o: s�-�Err�o: i:;i:':,;�;��„ .-..-._ n /� �^1 OF: .-'.�T't�.fil�-i�Ti:� T��fJ:.-• �� V�V�I..Y� .Y19��6.A.➢�}L �3��iY.H��L�S��l� PRQ1ECE NAME S nL '� �'Ly�.f�..,T��r7T:= t�Y ��' :�.�� 'v T' � i��1 �'ryly^tEF••.�;,��.�Tii:>�i,ks� ` I �_ _ i}"r'.iKY5T:43T i:i,t�: MA�EBY: ��: , CONSULTINC• STRUCTlJRAb LNClNEERS I� ��I �S 73D C�NTRAL • ICANSAS CITY, MO 6d].DS CrtEcisener./ pp� P)30NE (B76} 427.42D0 • PAX (816) 42]-A381 � ��_ COL�I�.(� ��C�� . � : . ._..: ' . .. - . - ..._ . .. - � �, � , �. � . . .. - --- �-�,-— -- „ � p�� I�� _��= ��- f�s� � ��g }C2�'-�" . ��3�z� � : � ; .., ; . - � � � - . - o�� j�,� ��=�Ps� ��o`-��2}��'-�'��-= s��.� �= . ".�:-_ _ V�1�- �c��t��-�= j4f,� �5��un�$�/�,��'-��`��_ �{3`(2 t, - , ; �k!��llf� ;t�ii L'(1�U,�F't�� : �f!p"y`�!�_�,�� _�« � J "To� �_ �8'-D`� ��=L'h�Zik �CR�n 7�' = I'��{ir �l. - '�r� L t :: _.. 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Project• ' Address: Sub-Project i Pos.Afo.: , Phone I Fa�c � Date: t2I o t,1 S � E-Mail: Specitters comments: 1 input data ._�,� � •. •sE: 1 Anchor type and diameter. HIT-HY 2U0+Hq5 314 p �"�^e=�-��-,.�v�-��• I , - � Eftective embedment depth: hp�,ppp=3:500 in.(ho�.�m�=15.00D 1�1.) - - Material: 5.8 Evaluation Servlce Repott ESR-3187 Issued 1 Valid: 3l1/2014�3/1/2016 � Proof: design method ACI 31 B/AC308 Stand-off installatlon: eh=0.000 in.{tto sfand-oEfl;t=D.500 in. Anchor plate_ li x I�x t=12.OD0 in.x 2Q.000 in.x Q.500 in.;(Re�ommended pfate thic!<ness:not calculated} Profile: Redangular HSS{AISC);(L x W x'�=2000 in.x 1.OD0 in.x 0.125 in. Base material: aacked concrete,3000,f�=3000 psh h=98.000 fn.,Temp.short/long:32/32°F Installation: hammer drflled hole,installation condition:dry Refnforcement tension:wndition B,shear.corxlitfon B;no supplemental splitting reinfar�ement present edge reinforcement npne or<No.d bar Seismic loads(qt C,D,E,or� no i Geometry[in.j 8 Loading[Ib,in.ib] � i �' �� i i � � i � � S'lJ I i � ; � �� g � ;—,�,-��T"��+ '��'''--��"��'''�'�-�'_ .�/' ��„__.�-- �`'k��--.�;�.+ I a :ru i'1}�-�.��__;'-'.'�M`� 'ry�ci;ur=.—�� ¢ � _-_-- S -�_ "'�_ ��- ...-�` 19 �_._`=�=.`_�;,��:�:��..---.��"r;�;�x�,;.:�:- �� -�-_--.: �... . �r=�.�"_:?=:'w-�-rw:;u�.'_�...�....�=��,'�-.-�`��-.�--.!:��-�=�;-t..-.i��'-;-?;*�'a�. ' �--��.-=z.�..�_._;... k ' � �' ��;-.�,=�_.4_=--.;:�;:.��.::t�„::�:z-•_.�_��-. ��x. 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''s='�'�f'��:v�'��-``+�s�:a'�s.��z:'�-^�'t[�S n��ira.. ..._�-e— �-�; ix.�=�;�-F'_[h,., a,,c.w_„_»r+.�'r;":=.'�'a-�y :�t$it• e..a+-rj,»r.�.�= .t,.r�F3r?=`'`�'' -��n;�•-itt'n'' r^�=_ ;?� ''�' .- „`•` ei='�+"•;`'.��,fi�'}Ixi�^^ .__;' ��'�s�L^��'� �a�;yS,�,�.C=.�.c.=^,;:,==. ... :".^iq � •=�'`zt:.:i�F`�i'=:,,r,:��.s•`.at?�..yr �" -'Ft"+- ��}-c��z'� ,�=.a=_'_:..y '�3�s'�c �:y�,�.._'.m1"-c.ikA'F 6'Sc..: y� -"!'j�:. �F`��.�., ry,,-.-. '�`-y� ='-�.��„"�'��"i.•..��+i__:' �-� a:;-c�-'G c�`;� �u^�.�"^�;�' �,.:5 �z33�-�"�ru� �� -3!_.r»_1c:.�,c,:r.="q =��,=..;:�iL:s��=^�ui�.e8�"'ixRi u,""_- " ,'�.y.-�:,�',�-.cs`'�_�•�i, c4. >.a:o- �:�,�....'?-�s;T.+w�_" �'�"y.,+""'^zls�-ai=��.' "f�yy�-,.a�.r.. _.....:... �--��,�._-'pt'r-Y,...?�-"r '��"�.,3.c..iF�•. ^�=�;-...�.^�--�c.,._=' � �c�_�:.�a��..?` ��-�.."`,^..-�'�-�-��.�a`':�t"'�"r,� ��s.-'a';yr, '` c'�: -. '�."��' r-F--:;E>•_r-_. ...�!l�`��s:E=..s.��. Y -�'_.—::�=.r�"-• uS�4'-'��+-��-m= '�� -'�_�_..ei�= ''^:n. '�"�i3"�s'^:r��i. _=�u�__.�.:'n�" � �:7' "=�.�T�':^SFs+:i'k T"�� =-+.� 7;,..,.E��r.'c :��?':-=:-_:3 -,"�'„xr�,.�_-��..a�;a._ ,,,�, ��.-,��_�.�-•��_��'��E;"�-=:�.�" �=�--�','_��:;�,,�:�c^';=_a.�_'---�'�--�`''�'�:�=�:a;�=_.�:��.��'�'"' .. � �_.^:� ��„_:..�.•. -,__.•z.-�;.-�; '�`� X •¢"r-'�:..:r�_....,:��_.��„�yY�'5�,;�-''�'�_�.-�.,,�x.�'"[�,,..-,.-�='" '� �+E=t =-r.-.»•y..�- S.y-� � ��s�..a��:,��`'�-1--��- L�='��.-��:=..=r_-�-�' �� (��;4��_�' � ``�� Input dam ond rnsWls must be checked!m agreemenlwilh 1ho exLtlnfl eandiflons and far plausi61Gty1 ; PROFlS Anchor(c)2W3-2p09 Hiltl AG,FL-9A94 Schaan Hi10 is a repisferetl Trademaik af Hilli AG,Scheon � 40 of 60 1 � www.h;ici.us pro�is Anchor 2.4.7 Company: Page: 2 Specifier. proj�; Address: 5ub-Projeot 1 Pos.No.: Phone I Fax � Date: E-Mail: 2 Load case/Resulting anchor forces Load qse:Design loads Y Anchor reactions jlb] 2 Tensfon force:(+Tension,-Compression) . Anchor Tension force Shear force . 5hear force x Shear force y 1 2405 a 0 0 2 2A05 0 0 0 Tension X max concrete compressive strain: -[Y�] max.concrete compresslve stress: -[psi] resulUng tension force in(x1y)=(O.DO{110.OD0): 4809[lb] O resulGng compression far�e in(x/y)=(0.000lO.DODy:0[16] 7 3 7ension [oad Load No,pb] Capacity,pNp jlb] Utilization pK=N,,,/�N„ Status �te��Vength 2405 15762 16 Q Bond 5trength" 4809 10576 46 OK Concrete Breal<out SVength'• 48a9 736D S6 OK 'anchor having the highest loading "anchor group(anchors in tensfon) 3.7 SteelStrengEh N,, =E5R value reEer to{CGES ESR-3187 �Na�Z N„o ACI 3'18-0B Eq.(D-1) Varfables n A,p,N Ij�21 Fwn IPS�] 1 0.33 72500 Calculatians N�(Ib] 24250 Results ��I�b] -0�s�a�i d�N�I�bt N��[�b] 2425fl 0.650 15762 40�— Input dma and tesults musl he chedced Ior apreementwilh tha wJsf(np cnndllons and fot plauslbilltyl PROFIS Anchor(c)20ob2009 Hiltl AG,FL-9494 Sctnan Hllll Is a regl,teted Tradema�k aI Hilll AG,Schaan 41 of 60 , �. � www.hilti.us Profis Anchor.2.4.7 Campany: Page: 3 Specifier. ProjecL' . Address: Sub-Projecti Pos.No.: � Phone i Fax � Date: �I E-Mail: I� I� 3.2 Bond Strength Noo -(qN�)4��Na Wo,w+wor,rb y�r.t+o N� ICC-ES AC3D8 Eq.(D-1fib) . �N�p Z N„n ACI 39&OB Eq,(D-1} Ar�a =see ICC-E5 AC308,Part D.5.3_7 - , - AN,o =sZ�,,�, !CC-ES AC308 Eq.(Q-'l6c) So,� =20d Tkuna S 3 ho� 1CC-ES AC30B Eq.(D-16d) - 45D c�,Tm =S`=•"' ICC-ESAC30B Eq.(D-76e) 2 � �yod,Na =OJ+0.3��")51.0 ICC-ES AC308 Eq.(Q-16m) �y `o.s t 4�o�No 'IV�NaO ] '\�'�V937aU�]�1.0 ICGES AC3Q8 Eq.(D-189) + �Su.Na/ iS �pQ.rioo ='r-j(�-1)•� �`.` ) �21.0 ICC-ESAC308 Eq.(D-16h) Zkmn:.e �,,,,,,�=n� ho�•�� ICC-ES AC308 Eq.(0.16i) I � i � y�o�,�,r, = 1+ 2eN 15 i.0 ICGES AC308 Eq.(D-16j) i, �,�I tipPNo =MAX��"="''" �''�9}s 1.0 ICGESAC300 Eq.(D-i6p) Coe' Cao i Noo =tkc's.lmnd'x•d-hQ� ICGES AC308 Eq.(D-16� Variables � I �.�.��«[P57 danG�or G��] h�r I��•l �,,:,,Cn.] �CnJ � n.�IPSj] 188D 0.750 3.50D 6.000 9.OD0 2 '1062 � ��[Ps7 e�,N Iirt.1 �H[��•] ��Iin.] ,:o� 1 3 0.000 O.OQD 4.697 1.00 Calculations Sa N�C�-] G�N�M•1 Aw I3n Z1 Ar��o[��l oa � �rx.�[ps7 10.500 5.250 204. 5 110.25 1.00D 739 I Wa.rmo � Na oci r�,, �redN� i Non[Ib] 1.00Q '1.0�0 1.OD0 1.a0 1.000 876 Results I Nao Db] d�twna 'W Na9I�bI Nua nb) 76270 0.$5D 10576 4809 I �� ; input aa�i and rc.�ll�musf De Ciecked Ior ugreemeN with Ihe axLUng condtior�s nnd lor piausiEllityl AROFIS Mchor(e)2W3-2009 H71i AG,FL-9�i9+1 F,�J�aen H1Ni is e repistered Trademark of Hilti AG,Schaan I, I, 42 of 60 � , ..�Y: � �� www.hfltf.os Profis Anchor 2,4.7 � Company: Page: d Specifier. ProJeci: Addr�ss: Sub-Prajed 1 Pos_Na.: Phone!Fax j Oate: E-Mail: 3.3 Concrete Breakoui Strengfh N� _(��yr,�.N y�ea,ni�p�,t�yrm,nt Nu ACI 318-08 Eq.(0.5) rxn I �N�2 N�a AGI 318-08 Eq.(D-'{} AN� see ACI 31&qB,Part D.5.21,Fig.RD.5.2.1(b) �) �raeo =9 hat - AC131 B-06 Hq.{D-6) J � \ W��N =�,�*"2_eN ]51.0 ACI 318-08 Eq.(D-9) 3 h�t� �r�,� =0.7+0.3{�—�—"'�"}51.fl ACI 318-08 Eq.(O-1'I} 1.5hor t =NEAX��,r`"n 1.5hp�\S 7.ET AC{318-48 Eq.{Q-13) y ca.N �ne' Cse J Ny =kc�,�ho� ACI 318-OB Eq.(13-� VariabSes hoi Rn�l e�i,N rn.] e�[in.] �,.�[in.j wGr+ 3.500 D.00� O.DDO 6.OD0 1.000 �e rn•� ke 1� {e�PS� Q.697 1 1 3DQD Calaulat3ons Au�nn 21 Ar+on�3n.�1 �Poz�.N V+�.t� �Y�a.w }YmJ� Nb[�bl 2�4.75 11fl.25 1.404 �.dDO 1.000 1.000 6497 Results ��v��3 #co�roi$ d�Nw D�l N�a[�bI 'l1323 0.650 7360 A809 lnput tlata and resvIIs rtn�t 6o chreked tor agrenment with the r�Ssting eenmlions and tar ptausihdiry! PROFIS An�or(c)26af2009 Hlti AG,FL•94sa Schafln Wtti is o repislered 7mdemark cf Hifli AG,Srhami 43 of&0 � ' , • �. i �. �� www.hii�tus Profis Anchor 2.4.7 Company: Page: 2 Spedfier. PrajecL• Address: Sub-Project I Pos.No.: Phone I Fax: j Date: i, E-Mail: �, '� 2 Load caselResulting anchor forces ,f Load qse:Design loads ; � Y � An�hor reactions pb] f 7ension farce:(+Tenslon,-Compression) II � Mchor Tenslon force Shear force Shear force X Shear farce y, � � - ,8 9 0 0 D - 'i max concrefe campressive sUain: -(°+�) Ten o x max.concrete compressiva stress: - -[psij 2sulting tenslon force fn(xty)=(D.ODOlD.000): 4809[Ib] ; resulting compression force in(xry)=(0.000/0.000):0 pbj � I 3 Tension load � ` Load N1e pb] Capacity�N„jlb] U[i13Za80I1�=N�ol�Nn Status II 5t-e�trength 4809 15762 3'1 OK I' 6ond Strength'• 4809 7249 b7 OK Concrete Breakout SVength'• 48Q9 5908 82 OK 'anchor having the highest loading •`anchor group(anchors in tension) � 3.'1 Steel Strangih � N,, =ESR value refer to ICC-ES ESR-3187 �N��qi a N„n ACI 398-D8 Eq.(D-1) Variabies I n �QN C�-�] f�m ips�1 1 0.33 7250D CalculaUons N,o(Ib] 24250 Results N„pb] ,b,,,a y N,�(Ibj N�,(Ibj 24250 0.65D 45762 4809 I � � � I I I i, Input dam and re.ulls must be rhecked!or ngreement wilh Ihe exlsUng condtlbns and Por plausbiiiryl ,� PROFIS Anchor(c)2003-20D9 Hilll AG,FL-9A94 Schaan Niitl Is n repistered Trademark ol Hilli AG,ScJnan � 44 of 60 I, � V www.hiltt.us Pro€is Anchor 2.4.7 Company: Page: 3 Sperrfier. proJ� Add2ss: Sub-Pmjeci I Pos.No.: Phone 1 Fax: � Date: E-Mail: 3:2 Bond Strength No '(,�>4icdNo�pp,Mo N�o ICC-ES AC308 Eq.{D-i6a) �IVo 2 Non ACI 318-OB Eq.(D-i) AN, =see ICGES AC30B,Part D_5.3.7 AN�n =So,iu., ICC-ES AC308 Eq.(D-16c) s�,N, =20d 14��5 3 h,� (CC-E5 AC308 Eq.(D-16dj �'vNn =S Z 1CGE5 AC3DB Eq.(b-15e) yr�H� =0.7+0.3��)s 1.0 ICC-ES AC308 Eq.(D-16m) Ccr.No OS WBNo -�VONaO+�(SS�) '(1'qroN,o)��1.0 ICC-ES AC308 Eq.(D-16g) �po,r�o =�-�(�-1}•�Tk�Ic��s�z 1A tCGES AC308 Eq.(D-16h) �:,o=,nk`d ho�•f� ICC•E5 AC309 Eq.(D-i6i) 9 ` y�oeplo =�1,�,2eN !5�-0 1GC-ESAC308 Eq.(D-1&�) � saN,I �y�,,N, =MAXr�� '•N°�51.0 ICGE5AC308 Eq.(D•36p) � 5� 5� Noo =ikc'xew,d'n'd'hu� 1CC-ES AC30B Eq.(D-16� Variables �x.�.�„Q[P511 dnncha Cn•] hor M•I 5.��M•1 S�� C�•1 � �q��IA50 1BB0 0.750 6.750 6.000 - 1 062 k� ��[P57 e�i.ro Cn•1 �z f in.l �o�C��3 �;e«� 17 3000 0.000 0.000 70.331 .0 Calculatfons ' S�.Nn D�•1 �i��M•I �a[��Z7 Arwa Rn�2] y� Na tk.�„�[Ps0 ' 17.078 8.539 241.39 291.66 0.911 7027 �Yn.�o �PnNa q�ec�w yicez rm �pPreo Noo PbI 1.000 1.D00 1,D00 '1.000 1.000 16896 Results NQ[IbJ fiv,,,� �y No[Ib] N,,,[IbJ 1 153 0.650 72A 4809 Input data ond resWis must tre rhecked for agreemenl wph tha exisllnp conmllons and fw plauclbdityt I� PROFIS Anehor(c)2003�2009�Iti qG,FL-9A94 Srhaan Hi1ti Is a regi,lered Trademark of Hitti AG,Schaan 45 of 60 j � i i °��. www.r,iiet.us Profis Anchor 2.4.7 Company: Page: 4 Specifler. proj� Add2ss: Sub-Project 1 Pos.No.: ' Phone I Fax. � Date: i E-Mail: �i 3.3 Concrete Breakout Strength '' AMc � Nm ={q�o)W�N�Y�q�mN Ne AC1318-OB Eq.(D-4) I I �Nn,2 N,,,,, ACI 318-08 Eq.(D-1) Ar,�� seeAC131&OB,Part D.5.2.1,�g.RD.5.21(b) ANw =9 hor ACI 318-08 Eq.(D-6) 1 \ �posN'=� 2 eNJ 51.0 ACI318-DB Eq.(D-9) ��*3her ��=0.7+Q.3 r 5hqf�51.0 ACI 318-08 Eq:(D-11) � � yrq,,N=MAX(�—'"16,j�c°�)s 1.0 ACI 318-08 Eq.(D-13) - Nn =k��,�ho$ ACI 318-08 Eq.(D-7) Variables hor D�•1 em r+I��•J ed�+M-1 �.m�Cn•] w�.rr i 6,750 0.000 D.000 6.000 1.00D ' S�[��•] ►� � F�fPs�l '10.331 17 1 3D00 Caiculatlons ANr[��Zl �rxo M•ZI �pM�,� 4��zN V��a N 4�roN �n I�bl ' 260.02 410.Q6 1.000 1.000 0.878 1.000 16329 ' Results ( �m��b� �Dmnavlo d�Nob Pbl �`1ua[�b] I 9089 0.650 59�8 4809 I I � � i I � � I , Input daia and rewlts must be checkod Por agrnamenl witlt Ihe ex3sting wndiUrns and lor plaus@pityl PROFIS AncMr(c)20032009 HiNIqG,FL•9494 Sehaan Nilli Is a regtHeretl hademark of Hiili AG,Schaan I 46 of 60 �, • � k� ! � www.hi�ci.us Profis Anchor 2.4.7 Company: Page: � Specifier. Project Address: Sub-Project I Pos.tJo.: Phone I Fax � Date: E-Mail: 4 Shear load Load V„o(Ib] Capacity V„[Ib] Utflizat3on =V,,,/V„ Status Steel SVengih• N!A N/ fJ/A /A Steel failure(wi[h lever arm)' N/A N/A N!A N/A Pryout SVength(Bond Strength cantrols)• N/A - M/A N/A - N/A Condrete edge failure in directfon" WA N/A N/A N/A 'anchor having the highest loading ••anchor group(relevant anchors) 5 Wamings • Load re-distributions on the an�hars due to elastic deformations of the anchor pfate are not considered.The anrhor plate is assumed to be suffi�iently stiff,in order not to be deformed when subJected to the loadingl • CondiGon A applies when supplementary reinforcement is used.The�factor is increased for non-steel Design Strengths excepi Pullout Strength and Pryout strength. Condition B applies when supplementary refnfarcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design 5trengths of adhesive anchor systems are inBuenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in fhe Evalua6on Service Report for cleaning and instaltation insWctions • The AGI 31&QB version of the software does not account for adhesfve anchor special design provisions coResponding lo werhead applications. � Checlting the transfer of loads Into ihe base material and lhe shear resislance are required in accordance wifh ACI 3f8 or the relevant , standardl Fastening meets the design criteria! Inpu1 data and msulL m�a1 he cheched for n�ieementwilh the exisling ean�ithns and for plaus{bililyl PROFIS Andwr(c)2003-20D9 Hiiti AG,FL-9a94 Sfhaan }fil�i f,a reqis(ered Trademark of Hiltl AG,Schaan 47 of 60 � � • � � �� I www.t,i3►t.us Profis Anchor 2.4.7 Campany: Page: 6 Spedfier. Projed: Add2ss: Sub-Proje�i 1 Pos.No.: Phone I Fax: � � Date: ;� E-Mail: li i' 6 Instaliation data ' Mchor plate,steel:- Mohor type and dlameter:H1T-HY 200+HA5 3/4 � Profile:Rectangular HS5(AISC};2000 x 1.000 x 0.125 in. lnstallaUon torque:120Q.UO2 in.lb Hole dfameter in the ftxture:d�=0.873 in. Hole dfameter in lhe base material:0.875 in. Plate th(clmess(Input):0.500 in. Hole depth in the base material:&.750 in. Recommended plate thickness:not cafciilated' Minimum lhickness of the base material:8.5Q0 In. , Cleaning:Premiuni cleaning of the drilled hofe Is required , . _ y 6.OD0 6.000 I I � o 0 I o 0 0 0 i � � I i I I i = -- - -- 1 ' �X ( _ I I I I O O � o 0 0 0 � � C i I , Is.000 s.000 i i � Coordinates Anchor in. I �f Anchor x y c.Y c,x c.� c,y , 7 0.000 0.000 A2.DOD 6,OQ0 6.00Q 24.000 � , lnpul data and recWls must bB checked for apreemenlwilh Iho ealsl7ng mWitions nnd forplaus3�dyl PROFIS Md�or(c}TU03-Z009 Hilti AG,F494�A Schaan HiIG Is a re�isteredTrodemark el HBIf AG,Schaan I; ' 48 of 60 I, � ' ' .7 Fn• 1. C . � www.n3ie3.us Profis Anchor 2.4.7 Gompany: Page: 7 Specifier. Project Address: Sub-Araject I Pos.No.: Phone 1 Fax: ( i}ate: E-MaiG 7 Remark�;Your Coaperation Duties • Any and all informatian and deta contained in the Software concem soleiy the use of Hilti praducls and are based on lhe princ'sples,formulas - and security regutatians in accordance wiih Htlt!'s techrilcat direcGons and operating,mauniing and assembly insttudions,ete.,that must hs strictly campiied vrith by the user. P3I trgures ccmtained theretn are average 6gures,and thereFore use-speofsc tesis are to be conducted prior to using ihe relevanf Hiltl produd. The resutts of the calculat3ons catried out by means of the Software are based essenti�lly on the data you put In. Therefare,you bear the sole responsibility for Ute ahsence of srrors,the completeness and the televarsce of the data to be gut tn by you.i�tareover,you Dear sole respons�bll3ty far having fhe resealts of the caicutafian checked and cleated by an expett,particutarly with regard to cdmpfiance wlth applicabie norms and permits,prior to using Ihem for your speafic faciiity_ 'i'he SoRware serves only as an aid to inferpl'et nortns and permits without any guarantee as lo the absence of errors,the cofrectness and the relevanCo of the results or suitability for a specific application. - You must taks all necessary and reasbnable steps to prevent or lirnit damage caused by the Sofiware. !n particular,you must�rrenge frar the regufar ba�lcup of prograrns and deta and,if applica6le,carty aut the updates af lhe Sottware offered by HOU on a regular basis.If you do not use the AulaUpdate fucrction of fh8 Soitware,you must ensure that you are usirrg the currenE and thus up-to-date verstan of ihe Software In each cas�s i�y carrying out rnanual updates via.the Hilti Webs3te. tiilti wifl not be 1ia61e for consequences,such as tha recavery of losC or damaged daka or programs,arising ftom a culpable breach of duty by you. 1 � � I � inpuz data and rasutts muss brs checked for apracment with She ezisiing cand�T3ans and tor piaus3b�ity1 � PROF15 AnUwr(c)2063-20DJ HiIG hG,FL•'�594 Schaar� Hiltf is a regtslered Tl�dema�k af Hitti AG,Schaan I 49 4f 60 � � � � I wWw.hiiti.us Profis Anchor 2.4J Company: Page: 7 Specifier. - ProjecL' Address: Sub-Proje�t I Pos.No.: Phone I Fax: � Dale: l��o��i5 E-Mail: , SpecFifer's comments: 1 tnput data . t �•�- — Anchor type and dlametar. HIT-NY 2D0+HAS 3!4 ° ��_�•«� w��a�;�e+�:m!n�'�'-�:+-..o�l.,Fa:. Elfeciive emhedment depth: h��,,a=6.75D in.(h��,�M�_-In.} . A/laterial: 5.8 Evalua6on Service Report ESR-3187 � i Issued 1 Valid: 3H/20t4�311Y1Di6 ProoF design meihod ACI 318/AC308 Siand-off installation_ eb=O.ODO in.{no stand-ofl};t=0.500 in. Anchor plate: Ij x I�,x t=12.OD0 in.x i2.000 In.x 0.500 in.;(Recommended plate thickness:not calculated) Profile: Rectangular HSS(AISC);(L x W x�=2.000 in.x i.OQO(n.x 0.125 fn. iBase material: cracked concrete,300Q,f�=3000 psh h=12.00D in.,Temp.shortAong:32/32°F , � Installation: hammer drilled hole,tnstallatiom m�diUon:dry i Reinforcement tension:condilion B,shear,condiUon B;no supplemental splitting reinfornement present I edge refnforcemen�none or�No.4 bar � Seismic loads(qL C,�,E,or� no i i Geometry�in.]8 Loading[tb,in.lbj � • � i �� i i i � I W� � � i I � � g , � � � �..�_��-,. x ...;�M�`..�_ 5 _ t Y—.��:.=�w _Y-- �,9 .�;=.�i�i�• Gr�K;�r��. 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' x •4�:_:rv-i�.• P:'tu�_. ..�*� �. . �� 3T.rt�t�.s.tw��'.ic•.:.rtw�,�.� ' �:_.�e'--h9 � -l�fil�o'F.''%L..��:'��r--'r'"�...�•��`�c',"�'a.._�J�cz�.'^cfL�. •, --'"'a=!-�"-°�-`a�;� ...-��?�:9E?:i,i,�Lr�'r�ecF.'r[-i� -�'"�;�3 "p .,..�r,j.iv+��:.:,-.�..�-.�-..^: �:�iF-u�e:-- .,:cx Fra' - '2�?S��fi' ..'s��;'�-2,w��;•,-�=--�"�1��,�r�<�*�r�;,.,�,��a�r��,'�'�r.��,.�,�_'=.i?.fL,�;eww.. �='�� ;�� :�,.� � ;:�� ,+�:�.�-�-..- �..�.>�-r.�:� �r�s�fl—��"�� '�?-_;; �:�:_ _�i��_.-:--- ��-.,.�-�F � �� ..�.�_ .� ,.�r<W_�a��,-u��aTjLSv-'�.•_ j�=�`ati3-i =�J •'�._....:--:�+-,. -'` t="tV.i'9_��'�Sizcc4=�+�-�m...�.,;,,_�-:7 F.�_'=� � -'�-� �....... .��...?.• �4-r...__._._.�4 z�m..-' T" .:�ifii' �-•:�'�,ra=�_s^�`� .,�,y._-s__,.�'_.�_1�;.:=+�y�"y:'.�.....1-:s.�..i'�'''-"_-1��'eia(�..��--..�r_�.;�—' a`��a�».f�L�_`��.y..-----.5i v_,x`-....�.`--��: .�.atnr' 3"�"��c�"•r:'..-�sc.,�,�r."'�'e�.,�`:.:•=.-+'��,�,�."sr-�-�_'".. "'-"'._-. �:��..i.`�Q-•s�� -u�...-� ��"'�C. '^--� S.' _��.� �_ �_- .v,�_�..i..�� c -s- .�.=� :�:a�Fd��_.� -ttzs�-�.-.s�'�.--__^-_� " c,",�'r�n �.4-^ 3'c�c!�;.��s^�, s_._:�^f'.�"�.=:r.�_�'�'-'�' -rV„-�.-�£."_'�-= .w.� .._"=,='—'� r � � .. � S� www.hitti.us Arafis Anchor 2.4.7 Campany: Page: Specifier. 2 ProjecL• Address: Su6-Project 1 Pos.No: Phane I Faz ( Date: E-Mail: 2�.oad caselResulting anchor€orces � Load case:Design load5 O 2 I Anchor reactions[Ib] Y Tension force;(+Tension,-Compression) Anchor Tensfort force Shear force. 5hear force x Shear iorce y � . 7 4809 0 0 ' 0 2 A809 0 0 p x max.concrete comgressive strain: _�;n,� Tension max.concrete compressive stress: _�� resulking tensian for�e in{x/y)=(p,00010.000}: 96�8 jlb] resuiGng compression fotce in{�c/y}=(0_dt�Clt0.OD0}:a jibj . �J7 3 Tertsion load Load N,,,pb] Capacity N„[ib] Utilization =N,,,! Nn SEatus 5tee Strength` 480 1� 62 3T Q� 6ond Strength" 96'f8 1b983 81 OtC Conorete Breakout 5d'ength" 9618 92886 75 OK 'anchor having the highesi loading '�anchar graup{ar�chors In Yension) 3.7 SteelSirength N5„ =ESR vatue refsr to iGGEB ESR-3787 ��E�Qo�� 3lCi 318-QS Eq.(i?-1) , Variables � il +4:o N C�n 21 fula t{75�� 0-33 �zsao Caiculations Np[ibj 2A250 Resutts �"��b� d�-toal Q�N�(Ib] �dua I�bl 2A25D a.654 � 9576� 48�9 inpnt data am!msu7t.must be checked lor apreemeni with tha tixi,iinp condiGans And tor pk�usWHityl PROFISAnchor(e)2pp3.�pp9 Hdli AG,Fl-9A�J-0 Scha¢n HiIU l.a tepi,lered Tra[1�mark o!HtlU AG,Schaan I 51 of 60 � ; � � } I www.hiltf.us Pcofis Anchos 2.4.7 Company: Page: 3 Specifier. Projeci: Address: Sub-Project I Pos.No.: Phone I Fax: � Date: ' E-Mail: , 3.2 Bond-SVength ' '; Nop =�q�°�w�,�,+po f,o,N�,,�y,,�,,N� ICGES AC3D8 Eq.{D-16b) �NoQ 2 N„o ACl 318-OB Eq.(D-t) , I, AN, =see:JCC-ES AC30B,Part D.5.3.7 ' AN� =Sa,N, ICC=ES AC308 Eq.(D-16c) - sQl�, =20d '��°'R.s 3 he� ICC-E5 AC308 Eq.{D-16� � 1450 ' -5�—N6 ICC-ES AC308 Eq.(D-i6e) Lv,No � z woeT�o =fl•7-�0.3(�"°")51.0 ICC-E5 AC308 Eq.{b-16m) ( o,s q/od�o =Wo.Nao+I\5��,�,,> '(1-�Vo.Nna)]y 1.a 1CC-ES AC308 Eq.(D-16g) - y�°,�,° �-[(�-1) (T�,c)��1 Z 1A tCC-ESAC308 Eq.(D-i6h) � �cx,,,�,�=nk`d h��•(� ICGESAC308 Eq.(D-96i) I 1 \ , � w��, _�1+ 2er�151.0 ICGESAC308 Eq_(D-i6�) �ON� wp,��, =MAX{�°"�"�N')5 1.0 ICC-ES AC308 Eq.(D-16p) �ae' Se Nao =�nc,c'�.'n�d'a'd'har ICFES AC308 Eq.(D-16� Variables � n,�,�IPS7 daxn�[��•l hor(�-1 5.�:,,Cn.� s,,,�(in.] n ��EPs7 ' i 1 BBD 0.750 6.75Q 8.000 9.000 2 1062 ti � f�IPS7 e�,.��C�•l eaN��•] 5�f�•1 Kbantl � 17 300D D.00D 0.000 93.692 1.00 Caiculatlons Sarm��•I �No f�•] Ar�C�ZI AN�o C�?7 1�Icd,No ix,.�.[P57 17.078 8.539 431.31 291.66 O.B81 1027 ��rmo �p�.No �poc�.rw ��r�¢r�, �p�,rt, Hao I�b� 1.00D �.aoo 1.000 1,000 i_000 16896 � Results I Noo I�bl �Uho�d �b Noo I�b1 Nuo I�bl 24512 O.fi50 75933 46i8 I I I � I � i�ut d7W ond re.Wls m�al be rharhed fw agreemenevn7h Ihn existinp wnditions and fa ptausi6itityl PROFIS Anrhor(e)2063-2009 HIIII AG,FL-9A9A Schaan Hiltl fs a regislarod Trademark ot Hitti AC,,Schaan ; 52 of 60 , � , , www.hticr.us Profis Anchor 2.4J Campany: Page: A Specifier. Prajeat' Address: Sub-Project!Pos.No.: Pltone I Faar j date: E-Maii: 3.3 Concrete Breatcaut Strengfh Na+a ��q�c�wMr+�Y�N�Y�.N V�m.�+Ny ACI 318-08 Eq.(D-5) �N�z N„p AC1318-08 Eq.{D-9} A� see ACi 31&08,Part D.8.2.1,Fig.R�.5.2.1(b) At,�� =9 hA� AC1.3i8-OB Eq.(D-6) 1 � Woati =�.��51.0 AC�318-08 Eq.(D-8) . 3"1kr ,irod,N =Q.7+0.3�j�)s 1�0 ACt 3'i&08 Eq.(t3-11} �r�,� =MAX��"-,�.�h°��51.D ACt 31$-D8 Eq.{!}-i3) �� ND =k��,�hoj ACI 318-08 Eq.{D-� Varia6tes hor Iin.j �i,H(��•l e N M•l �n M�Iin.J � N 6.750 0.0 0 p.p00 9.OD0 1.00d �ac n��f kc ?� �c�PS� s.s z �7 � � o0 Calanlations ANe t��Z.� A[Jc0 L�n�l 1�7ad,N 1�+er2.N 4jed.H �Ir�p,H Nb I�bl 53fl.'16 41ti.t}B 1.OD0 'l.D�� 0.937 1.000 18329 Results ��[��3 ��,po�e �N�[��] ��,I�b] 19782 0.650 12858 9618 II'i � Enput data und resutts must be eh�r�ccd tor agreemeni wittt ifte tzUUnp cen4Non,and iffr pfaw��ity! � PROFIS An�Bor(c)2003-ZOP3 HIW AG,FL•fkB4 Schaian Hitli is o repfstered 7rudemoAe of Nltli AG,Schaan � i 53 of 64 �_ - i' i ` � i . $.9 ;� www.nuu.us � Profis Ancbor 2.4.7 �, Company:. Page: 5 ! Speci6er. Project Address: Sub-Projectl Pos.No.: ,Phone i Fax: � Dale: i' E-MaiL- � I, �{ 4 Shear toad , 1� � i�d v ,,,jlb] Capacity¢V„[Ibj Utiliation p�=V,,,l�V„ Status f 5teel Streng � /A N/A N/A I Steel failure(with lever artn)' N/A N/A NIA N1A Pryout Strength(Band Strength conunls)' N/A N/A NIA N!A - Cor�rete edge failure fn direction" N!A- - N/A � � N/A NIA ' � `anchor having the highest loading "•anchor graup(relevant anchors) � 5 Warnings • load re-dfsVibutions on ihe anrhors due to eiasti�deformaGons of ihe anchor plate are not considered.The anchor plate Is assumed to he sufficieritly stiff,in order not to be deformed when suhjeded to the Ioading! • Condition A applies when suppfementary reinforcement is used.The�faciot is inueased for non-steel�esign Strengths except Pnllout Strength and Pryout sErength. Cond6on B applies when supplementary reiniorcement fs not used and for Pullout Strength and Pryout SVengih.Refer to youP lacal standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTfONS FOR USE given in the Evaluatlon Service Report for cleaning and irtstallabon insWctions • 7i�e ACI 318-08 version of Ihe software does not account for adhesive an�hor speciai design prwisions corresponding to overhead appiications. • Checking the transfer of loads into the base maleria)and the shear reslstance are required in accorrJance with ACI 31 B or the relevant standard! Fastening oneets the design criteria! i i �, i� I� Input datn and results mwt 6e d�ecked fnr agreranenlwith Iho existing conctiUans arxllw plau.ihpHyl � � � FROFIS Anchor(c)20D3-2009 HiIU AG,FL-9t44 Schaan Hllli is n roptsle�ed TradomaAa ol liilli AG,Schaan I' i� 54 of 60 i I, I; � . .. ., � � ,� I wvrru.hilti.us Prafs Anchor 2.4.7 Gompany: Aage: 6 Specifie� Project: Address: 5ub-Praject I Pos.No.: Phone 1 Fax. � Date. � E-Maii: 8 IJ1StalEatiQrl data - Anchar plate,steel:- Anchor type and diameter.NIT-HY 200+NAS 3/4 Prefite:Rectangular NSS(A15C);2Q00 x'1.�4D x Q.t25 itt. tnstailatton torque:l2�a.OD2 In.ib Hole diameter tn the fixkure:'d�=0.893(n. Hote diametet in the base materiai:0.875 In. Plate thickness(input):Q.500 in, Hale depth.in the base materiah 6.75Q in. Recammended pfale thickness;not calculated Minimum thidsness of the base materiai.8.50Q!n. GleaniRg:Premium r�ean3ru,�af the dritled hole(s required Y . s.00a s.oao 0 � � a Q � _ _.._...___ - o � � - _ �; X � 0 � �, � � Y 6.OQ0 fi.�00 Coordinates AnGhor in. Anchor x y a.. c„ c�y c.y 1 0.600 -4.50D 8.000 8. 19.500 28.5D0 2 0.000 4.500 28.OD0 B4OOD 28.500 19.5D0 ( trtpui dala 3nd resuits mu,i be ch+acked far aqreement with the e�cktinp con�+lior�s and far pbusib4lityi PROFIS Rnrfiw(c)20p3-20D9 HAU AG,FL9A9�7 Sr]�aan FfilO Is a rapihered 7radamarh ol Hilti AQ Schsan � 55 of 60 � I a � `' Y , � �� www.hllti.us Profis Anchor 2.4.7 Company: Page: 7 Speafier. ProJeck Address: Sub-Project 1 Pos.No.: Phone I Fax: � Date: E-Mail: , 7 Remarks;Your Cooperation Duties �� Any and all information and dala contained in the Software concern solely the use of HiIU products and are 6ased on the prinaples,formulas � and security regulalions in accordance wilh Hilli's technical directlons and operaUng,mounGng and assembly insUuc�tions,etc.,ihat must be �, �� stricliy compiierJ with by the user. Alt figures contained therein are average figures,and therefore use-specific tests are to be conducted � pdor to using the relevant Hiltf pmduct The results of the calculations prried out by means of fhe SoRware a2 6ased essendaliy on the I' dffia you put in. Therefore,you bear the sole responsibility for the absence of ercors,the completeness and the refevanee of ihe data to be 4 puf fn by you.Moreover,you hear sole responsibility for having tha results of the calcula6on checked and deared by an eicpert,patticularly with regard to comptiance with applica6le nortns and permits,prior to using lhem for your speafic faality. The Software serves only as an ' aid to Interpret norms and permits without any guarantee as to the ebsence of errnrs,ihe correctness and the relevance.of the resuits or suitahility fora specific applicatlon. I • You must take ali necessary and reasonable steps to prevent or limit damage qused by the Software. In particufar,you must arrange for - ths regular hackup of programs and data and,ff applicable,rarry out the updates of the SaRware oftered by Hild on a regular 6as�s.If you do not use the Autollpdate functfon of the Software,you must ensure thet you are using the curcent and thus up-to-date verslon of the Sofiware � in each case by carrying out manual updates vla the Hil3i Website. Hil6 will not be Ifable for consequences,such as She recovery of lost or Idamaged data or programs,arising from a culpa6le breach of duly by you. I � � I � � I I I I � � II i� IInpul dala arM resWiz mu.,•tbe rhecked fnr agrct�meMvrilh th�exfslltu�cond��ons and lor plaus16�ily! i PROFlSAnchar(c)2D03-20691iiN AG,FiZ 9q94 SUt�vn H�7t1 is a repi,le/ed Tradsmork ol Hilti AG,Schaan P 56 of 60 f � � � Title Block Line 1 Project Title: You can changes this area En�ineer. Projeci 1D: using lhe°5etiings"menu item Pro�ecl Descr: and then using the"Printing& Title Block°selection. TiUe Block Line 6 P�Ind��f0JUN2CI4,a5ZF7: � .:..:.._.-_::-_._:_._..__......_. ._...._,...._......_........:- :__:_:_:___.:__::_::�.::.:.:__.:_.._.__.._._............:.._:...._.. .. - - ..._. ,:, ,.... ... _....__.. ... ... _,_:.•_:_:'�:FIe.=.W:1=. eCIs120UD-2499V2{181'=CIe-_.._..-�:FL420 d�.4 0 2D .-- _. ..._._=-.._:____:e°'.';'""' : � ,.. - .._.._...----..--..__.. ..._. ........ ..:...:.-.:_"_:_:.-.�0......_... .._..._...._._.::d!waR�G_:....__1.:.�_35..A...8t1En91clearwalrr,.fl.ec6�-= OIU Cl:__._-:-__::_:':. --�-=-___.__:__::_:...:.:::....::::_._:.-:___:_-. .. - -.Sfee�C. . .. rl'1;..-.�___:.__::::.:.._..._.,-�_.:_-:_.:-� .::......:..::::.....::.:_:__.,.,.,.. :,:,::._,:::.:___:_::=:__:�_:--:_:::�:_::-s:-=:�:_;-_::. ._...::. : _ ,..:.,......,....,-....._ . .._: _. � . >....:.:.-:, �._ .::...:..:..:::.::-:=:._:�:...-:.....:-::-:-..__...,._...:_..__:::...;:...:._...:-:::<--_:,._...:_ •.�-,---,-•--�:--�:-:...�--:............._.._..........._. _.:ENERCALC;INC;19(33-2D1.4.:Bu�7d:64A:1:23,-Ver.6:i9J:23::: �.�� - s e e a Descriplion: New Column Coale References Galculations perAISC 360-10, IBC 2012,CBC 2013,ASCE 7-10 Laad Combinations Used:IBC 2012 (Zo1�{.'FLC) General�lnformation - Steel Section Name: HSSsxsx114 , Overall Column'Height _ 9 8:667 ft ' Analysis Method: Alfowable Strength Top&Bottom Fixity Top&Bottom Pinned • , 5teei 5tress Grade Brace condition for deFlection(buckling)along columns: Fy:Steel Yield 46.D ksl X-X(width)axis: E:Elaslic Bending Modulus 29,OOd.O ksi Unbraced Length for X-X Axis bu�kting=18.667(t,K=1.0 _ Load Combination: I BC 2012 Y��d�pthlLenlgth forY-Y Axis buckling=18.667 f�K=1.0 ed �Applied Lbads Setvi�e loads entered.Loed Factors will be applied for calculations. Column self weight included:354.418 Ibs'Dead Load Factor AXIAL LOADS... Axial Load at 18.667 fi,D=8.745,LR=11.660,W=-9.617 k DESIGN SUMMARY " I 6ending�Shear Check Results PASS Max.Axfal+Bending Stress Ralio.= 0.2664 :1 Maximum SERVICE Load Reactions.. Load Combination +p+Lr+H Top along X-X 0.0 k Locallon of max.above base D.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y Y 0.0 k Pa:Axial 20.759 k Bottom along Y-Y 0_0 k Pn I Omega:Allowable 77.922 k Ma-x:Applied 0.0 k-ft Maximum SERVICE Load Defle�tions... Mn-x/omega:Allowable 25.708 k-ft Along Y-Y 0.0 in a� 0.0 fi above base Ma-y;Applied 0.0 k-ft for load cambination: Mn-yl Omega:A)lowa6le 25.709 k-ft Along X-X 0.0 in at O.Oft above base for load combination: PASS Maximum Shear Stress Ratio= D.0 :1 Load Cambinalion I Lacation ot max.a6ove base D.0 ft At maximum location values are.._ Va_Applied 0.0 k Vn!Omega:Allowable 0.0 k Load Combination Results Maximum Axial+Bendinq Siress Ratios Maximum Shear Ratios Load Combination SVess Ratio Status Locabon Stress Ratia Status LocaBon +Q�*H d.'117 (�ASS 0.00 ft O.D00 PASS 0.00 ft �*�--� 0.117 PASS O.OQ f� 0.000 PASS 0.00 ft +D+Lr+H 0.266 PASS 0.00 ft 0.000 PASS 0.00 ft +p+S+}{ O.i 17 PASS 0.00 ft O.00D PASS 0.00 (i +D+9.750Lr�9.750L�-H 0.229 PASS 0.00 ft O.00Q PASS Q.�D ft +D+0.750L+0,750S+H 0.717 PP,SS 0.00 f� 0.000 PASS 0.00 ft +D+O.6DW+H 0.043 PASS 0.00 ft 0.000 PASS 0.00 ft I +�+0.7QE+H 0.117 PASS 0.00 ft O.00D PASS 0.00 ft � +D�+4.750Lr+0.750L+U.454W+H 0.173 PASS D.00 fi 0.000 PASS 0.00 ft +D+0.750L+0.750S+D.450W+H 0.061 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+D.5250E+y O.i'17 PASS 0.00 ft D.000 PASS 0.00 ft +0.60D+D.6DW+O.60H O.OD4 PASS 18.67 ft 0.000 PASS O.Oa it +O.6flD+0.70E-+-0.60H 0.07Q PASS 0.00 ft 0.000 PASS 0.00 f� °Mazimum.Deflections for Coad Combinations�=.Unfactored Loads Load Combinalfon Max.X-X De�ection �istance Max.Y-Y beile�tion Distance �� 0.0000 in 0.000 (t U.000 in 0.00� fi +D+L+H 0.0000 in O.ODD ft O.OQO in D.000 Ft 57 of 60 I � � y -� i Tipe Black Line 1 Project Title: You can changes this area En�ineer. Project ID: using the'Seltings°menu item Pro�ecl Descr, and then using#he"Printing& Title Block°seleclion. Title�Block Line 6 :•:.-::::-:_�-:.:.----�:::::_::_:_::::...._...__....... .......:::..........:::..:.._,:_�._..._.._...:.,.. - _ . : ..:............ . ;_. ._.._.___.. , nnt'd� JJN 01R,3:S�P1.1 .._ .-_ .,*.;;:"-=':`File W.1 Rro ecIs12000-249912 8 Ge �` ._ .. ::... '_ -- __-::-:.: -�_:::_-::::.:.::........ .. ...._. ._._._.. _. � . 1..:_...1.__....._ 01... aivral.er:FL1�1.4-:1d350D20�11E. lcleanvater91:�c6s:-.: �:.. _. ._.....-... .._..:---�--��_ ' - - ' -- - ' --_.._... ....., _._.._..__..... - -_ _ _ :::__:-..,•:::,.__..:-: .......------� :_::-::. n9.°-�----- ..:�,.._..,._ :_ .fe.e._. o umn:____-:----::: .•_._._:_:-=_:=::=::=:,__;:_.: ::_:�_.:_:-.:_._._.:_::�-::_.,_-__;_:-;:-:__:_:;_:_:... _--::---.._:_:..__-�-------�:...__._.... .,._.-:._.....::.. ,..::_:_,_-_..__:._�:.;._,�.:..-::.:_.__:._._...._....:..:. .,::___.::_:.:-:::.�_�:._.;_._;_.-.:-:.:.__._.:..:_;._.:-:::....::.........:...-:.:_::.__.._::-_:::.__.:....� - = - ....._...... ----....._....... :.:.:.:_:_.... •�---------... :-,-. .ERCi1CC.:]NC::19B3-2014�`Build;6_14;i:23;:yer;6:.1467:23-_:: ................--:-:......_..._. �'�� - - 0 0 B 8 Descriptlon: New Column Maximum Deflections for:Load Combinations -Urifactored_Loads Load Combinatian Max.X-X De(lection Distance Max.Y-Y DeflecUon Dislance �+D+Lr�FI O.00OD in 0:000 it 0.000 in O.OQD ft fD+S+H O.o00a in 0.q6� it D.QDO in D.000 ft +R�D.750LrtU.75�L+H 0.0000 in O.00D ft 0,000 in D.000 ft , *Dfi0.750L�.75aS+H 0.0000 In 0.000 ft 0.00� in 0.000 ft � �fl�+0.6QW+fi O.00D� In 0.000 (t � U.000 in 0,000 ft - � +D�U.70E�+H U.0�00 in O.ODD fl Q.000 in 0,000 ft +D+0.750Lr�U.750L+U.450W�fi O.DD00 in 0.000 ft O.OQO in D.ODO ft +D+0.750L�+0.750S�U.450W+H OAD00 In a.ODU ft D,U00 in D.000 ft -�iU.750Lf0.750S�U.525E�F1 O.OUOU in O.00D it 0.000 in 0,000 ft - +0.6Q�+O.SOWfU.60H U.00QO in D.000 fi 0.000 in �,000 8 +4.6DD+U.70E+fl,60H O.QD�O fn - O.D00 ft O.D00 in U,OOQ ft D��Only 0.0000 (n 0.006 ft O,OQD In O.OQD ft LqOnry o.0000 in o.oDo tt 0.00o in o,000 rt l.�Only O.OD00 in O.ODO ft O,ODQ in 6,000 ft S�Only 0.0000' in 0.000 ft O.U00 in 4.Q00 ft W Only D.00DO in O.ODO ft 6.Q00 in O.OQO R E��Only D.00DO in 0.0�0 ft O.ODO in D.OUD R H�Only 0.0000 in 0.000 fl U.ODO in 0,000 ft ' .$teel�Section'Properties.; HS56x6x9l4 DeAth = 6.QOD in I pc = 20.60 (n"A J = 45.600 in"4 �J S xx = 9.54 in^3 Width = 6.000 in R xx = 2,340 in WaII�IThirdc = U.250 in Zx = 11.206 (n"3 Ar�a� = 5240 in"2 I yy = 28.fi00 in"4 C = 15.d�D in^3 Weight = 18.986 plf S yy = 9.54D in^3 R yy = 2.340 in i Ycg = O.00D in I ,o.�� .........,y�:::__�::.::_ _ _ -_- -- � ._...._... ...,... , ,; _ _ _ _3 � ' C ;i o Load 1 - X � � - / sl � _ ( - i� _ i; p i: __ =1 f � : -� � ._.��._s:..:..:....._.,..::,.._:_...,.__ ..- --:.::.: � : t � Y.... � 6,OOin Loads era total entered value.Arrows do not reflecf absolule direcllon. I i I' 58 of 60 i, 3 '� � J PRpJECT NO: SHEET NO: OF: 's:yi5"•r.i;,�� =ir��f'3�� {i�. �(��'U`�^�,l U� 4�:.L��C.',�l:ni �'�ui� . ''�' Pft0lEGS NAblE: ek3 :•� !;r_'- �aa�as�a�n �3i.nr��na��c��s��e� '��#"� ;l(�--LS, c L- ��D'j��to . ,L�Yf��;��c;.:rf:��,�M • . ��:��:=:;^��LN�Tr'�� i.uneor. naT� [ COtVSUi.T]i*i[3 SThUCTURAL £t+lG] NEERS tY t'f +j 930 CENTRAL � ICANSAS CITY, A4.0 64]D5 CNECaSE08Y: onTE: pfIONG t&lb} 427-420a • IrAX {g�b) 42�-A381 ' . , , - . � i ' , , � s . . . , , .i .i �- . . ' - - �t�J I� ��'�?� ��}��.. '�j 1�.�7�; ; i - _ � ' � , -, ..'.... � - • �.. •• • j • . • .. . . " _ � , � � . : . .. ' � My��iw��t"f 1' .� : , " : - ' ... '' � . { � ��' E�r� . g ��''� -i✓•��J� � G.f��i� � ��~-�'�� +��: =� �,� �2`� ��,.�� H�c�-c-��y � �� i I 59 af 60 � A' 4 `� �''�- , � Zoa�r�asp�c�Ais�s�oo� Project: �C'1'I��i��-L�,i�`�- Date• I�a��t5 Model: Entry Parapet Sfuds � ��-. -::-�,�=�:w::�,:_:_�� -z..._:.;__ .�_ �� ..� �.-- � , �:.�=��. -=k=�:�� ;w �.; ..�=�;:=�,.�=.'� ` ..i':s�:...�..�...._�..�.�,.�.y=�.��.-�i��^�" ••PF:x'^F��Y ��7�� _1-'u^`.U.-^�,'-'�µ��i'... �v�t`x'. ��:��-..��.:=:�'�-�-�.��6[};` 1b/ft z � .� � R1 R2 'tO.OQ R 4:67 ft Seation: BOQSi62-43 Singie C Stud (X XAacis} Fy= 33.0 ksi Ma�ca= 1390:0�t-Lb Mament of tnertia,I= 2.396 in^4 Va= 14'(5.71b Lo Ids have nat been modifed for strength checks Laads have n�t been madif�ed fnr deflect3on catculations Fle liiural and Deffect�on Check ' Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflectfon � Span Ft-Lb Maxo Ft-Lb {in) Ft-Lb Ma(Bra) (in) Ratio CenterSpan 654.3 0.47`J 522.8 Fu21 '1390.0 0.376 0.106 Vi930 Riglit Cant. 654.3 0.471 417.7 Futl 1390.0 0.3p1 0.348 U322 Y� Disforfional Bucktinq Check K-phi !.m Brac Ma-d Mmax/ ,4Sgan !b-fn/tn {fn) Ft-Lb Ma-d Center5pan 0.00 '120.t? 'l2d5.'t Q.�43 Right Cant, O.OQ 56.0 1205.1 0.543 Combined Bendinq and Web Cr€nptinp � ReactPon ar l.oad Brng Pa Pn Mmax Intr. 5tiffen Pt�oad P{Ib} {in} {Ib} {1b} (Ft-!b} Value Req'd? R1 -65.4 7.00 259.1 d53.4 0.0 Q.13 No R2 345.6 1.00 553.3 913.0 654.3 0.63 No Combined Bendinq and Shear Reaction or Vtnax Mmax Va lntr. lntr. Pt Load (Ib} {Ft Lb) Factor VNa Mtlt�a Linstiffen Stiffen F21 65.4 0.0 1.00 0.05 0.00 0.05 NA !�2 280.2 654.3 1.0(} 0.20 0.�37 Q.51 NA I � i i �; � { �, so at sa ! � I -,-�'%' i I i � � � �re namics v HENDERSON ENGINEERS INC ,.,�`s:).`2�9!Yy:..,, y.- ,r.:�'��;;�J �. a r r�iA,, /;,,-:3` �"ir�;,s',:,��;, ��•; ',^ , ��',�+:;� ��+�� ;..� r:,��y;s?�y��9 � �,� �� a �r`'W ��,C-�` �5.3�:�31'��i� �� „d' r� OH� "i'; � F�t�:ro �:1;; � i��y Ci E.l 7 �1. �i [1�?,;,!ro �r,Cyd�7(;"-'f;l 41 !y �';f `�' c B a*:J e �.�•:r'$lu:'i: �o ii S''i �:1' � �: ..:.�, n UC.i i� ;��Y 4i Q�%�fo�!'' �t ,.p' � .., s'` .. fr��_ ,� F�� ti� i.e�' L" �U � �; `�,.:1`�.: � r ,.l ,.� �. %h� .1,�j,, ,;, ;'_'ab`,�% ',�"�i _ �� .`�i� _ �tl';°':o �_�.;' e''v'3 ��}� r.�l M�Y M1;�� ,.. • ,�°":�`- 4 - '��gti�f.�� .��.I HEI -Fire Dynamics 8345 Lenexa Dr. Suite 300 Lenexa, KS 913.742.5000 Job Name � Liquor Box Area 1 Building : V�fAL-MART ZEPHYRHILLS, FL#706 Location : LIQUOR BOX System : 1 Contract . Data File � 0706 ZEFL Hydraulic Calcs.wxf � Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � I I � � 7/7/2016 12:26:39 PM '.;_,� Section 1 Page 1 Raw Dafa for Liquor Box Area 4 File=W:1S#ores100500 to 00999\00706-Zephyrhills-FL\1682460706 Zephyrhiils-FL-LBA15211FirelCalcs\0706 ZEFL Hydraulic Calcs.wxf Nade Points 909 9A 1B 1C 1t} 9E 1F 15Q 115 151 950 102 1G 1H 1( 1J 1K 1L 116 150 103 1M 1N 10 117 116 150 144 118 117 116 15Q 1d5 1'!8 117 116 15d 106 118 117 116 150 107 118 117 116 150 108 11$ i17 118 15d 109 118 117 116 150 110 118 117 116 150 111 118 11� 116 15Q 112 118 117 116 �50 113 118 117 116 150 'I14 2A 2B 2C 2[3 128 116 154 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 12$ 129 130 131 TOR BOR SRC i ti � � %/7/2016 12:26;39 PM S�ction 3 Page 4 Raw Data for �iquor Box Area 1 File=(Untitled Misc Informati�on and Water Supplies Common Elev tion � Common Eleva ion=0 Calculation Q estion Answers Remote Point � 1A 5ource Point=6RC Auto Peak Mo� Length= 0 Locate Remote Head=Y Auto Alter Fittir� s Lengths=Y Auto Peak=N� Alter Lengths After Auto Peak=No City Water Supply Information Connection Poynt=SRC Static Pressurei= 54 Residual Pressure= 46 Residual Flow i 1712 I 5 `, � I � Water Supply Curve C HEI - Fire Dynamics Pa e 1 Liquor Box Area 1 Da e 120415 City Water Supply: Demand C1 -Static Pressure . 54 D1 - Elevation . 7.146 C2-Residual Pressure. 46 D2-System Flow : 355.815 C2-Residual Flow : 1712 D2-System Pressure : 45 805 Hose (Demand ) :250 D3-System Demand : 605 815 Safety Margin : 7.025 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 i E 50 40 D3 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � ,� r� � !4 __,;�2U16 12:26:39 PM S�tion 2 !� �a9� � Raw Data far Liquor Bax Area 1 File=W.1Stores100500 to 00999\00706-Zephyrhills-FL\1682460706 Zephyrhills-FL-LBA\521\FirelCalcs\0706 ZEFL Hydraulic Catcs.wxf Data Fieids Strt Fnsh �ia Pipe Length&Fittings C Chng Num K Den Area Press Elev Pnt. Pnt. � Type Fact Mark Hds Fact *EQUIVALENT 'S CD 1A 1B .5 SCHED-10 8.500 120 Ln-S $.0 4.201'!5 7 16.504 9 B 1 C �.5 SCHED-1 Q 8.500 120 Ln-S 8.0 0.20115 7 16.500 1 C 1 D �.5 SCHED-10 7.25Q 12Q Ln-S 8.0 0.20115 7 16.500 1 D 1 E �.5 SCHE[3-10 7.250 120 Ln-S 8.0 0.20 98 7 16.5q0 1 E 1 F �_5 SCHED-10 6.750 120 Ln-S 8.0 0.20 98 7 16.500 1 F 1 G � .5 SCHED-10 8.500 120 Ln-S 8.0 0,20115 7 16.50d 1G 100 �.5 SCHED-10 4.250 1T 120 Ln-S 8.0 4.24115 7 16.500 "NEW PATN 1 H 1 I �.5 SCHED-10 8.500 120 Ln-S 8 p 0.20 115 7 16.500 11 1J � .5 SCHED-i0 8.500 126 Ln-S 8,0 0.20 915 7 16.500 1J 1K � .5 SGHED-10 7.250 120 �n-S 8.0 Q.20 115 7 16.5QQ 1 K 1 L � .5 SCHEQ-10 7.250 120 Ln-S 8.0 0.20 98 7 16.500 1 L 1 M � .5 SCNED-1 p 6 750 '(20 Ln-S 8.0 0.20 98 7 16.500 1M 1N � .5 SCHED-10 8.500 12Q Ln-S 8 Q 0.20115 7 76 500 1N 101 � .5 SCHED-10 42501T 120 Ln-S 8.Q 0.20115 7 16.5Q0 *NEW PATH 10 1d2 .5 SCNED-10 4.2501T 120 Ln-S $A 0.20115 7 16.500 *tVEW PATN 100 101 � SCHED-10 13.5Q0 120 Mn-S 16.500 101 102 �4 SCHED-10 13.500 120 Mn-S 16.500 102 504 a4 SGHED-10 5.500 9 E 120 Mn-S 16.500 500 VA 6 SCHED-10 36.330 3E 120 Mn-S 16.5q0 VA 103 6 SCNED-10 17 1 E1 B1 Fsp 126 Mn-S . 16 500 103 1d4 6 SCHED-10 14583 3E 12Q Mr�-S 16.5Q0 104 1Q5 6 SCHED-1Q 59.420 120 Mn-S 16.500 105 106 4 SCHED-10 21.500 120 Mn-S 19 'S06 107 4 SCHED-10 14 120 Mn-S 19 147 108 4 SCHEQ-10 14 120 Mn-S 19 108 109 4 SCHED-1Q 14 120 Mn-S 19 169 110 4 SCHED-�10 14 'S20 Mn-S 19 910 111 4 SCNED-10 14 120 Mn-S 19 11'I 112 4 SCHED-10 14 120 Mn-S 19 112 312 2 SCHER-10 238.250 4T2E 12d Mn-S 19 312 Tt}R 4 SGHED-10 2261671T5E 120 Mn-S 19 TOR BC7R 4 SCHED-10 201Fsp1T1G 120 Mn-S 19 BOR SPG 8 SGHED-'10 10 �T2E1Zaf1S 120 Mn-S 2 SPG U1 8 SLUBR150 136,4171E1T1G 120 UG 0 U1 SRC 8 BLUBR150 628.7501E 120 UG 2 SRC H250 *NEW PATH 303 304 4 SCHED-1 Q �2.333 120 Mn-S 19 304 305 4 SGHEp-10 12.333 120 Mn-S 19 305 306 4 SCHED-10 13.50d 12t� Mn-S 19 306 3Q7 4 SCNED-10 14 120 Mn-S 19 307 308 4 SCHED-10 14 120 Mn-S 19 308 3Q9 4 SCHED-10 14 120 Mn-S 19 3f79 314 4 SCHEI}-1Q 14 120 Mn-S 19 31p 311 4 SCHED-90 14 120 Mn-S 19 311 312 4 SCHED-10 14 120 Mn-S 19 *NEW PATH 203 204 4 SCHED-1Q 12.333 120 Mn-S 19 204 4001 4 SCHED-10 4.333 120 Mn-S 19 400 205 4 SCHEd-10 12.333 120 Mn-S 19 *NEW PATH 105 400 I 4 SCHED-10 42.083 2T 120 Mn-S 19 *NEW PATH 243 303 2 SCHED-14 194.167 4T2E 120 Ln-S 19 "NEW PATH 204 304 2 SCHED-10 194 167 4T2E 120 Ln-S 19 "i�IEW PATH 205 305 2 SCHED-10 194.167 4T2E 120 Ln-S 19 *NEW PATH 106 306 2 SCHED-14 236.250 4T2E 12Q Ln-S 19 'NEW PATH 107 307 2 SCHED-10 236.250 4TZE 120 Ln-S 19 7R/2016 12:26:39 PM ' Section 2 Page 3 �'� Raw Data for Liquor Box Area 1 File=(Untitled) Data Fields Strt Fnsh Dia Pipe Length&Fittings C Chng Num K Den Area Press Elev Pnt. Pnt. Type Fact Mark Hds Fact 'NEW PATH 108 308 2 SCHED-10 236.250 4T2E 120 Ln-S 19 *NEW PATH 109 309 2 SCHED-10 236.250 4T2E 120 Ln-S 19 *NEW PATH 110 310 2 SCHED-10 236.250 4T2E 120 Ln-S 19 *NEW PATH 111 311 2 SCHED-10 236.250 4T2E 120 Ln-S 19 \ .` Fittings Used Summary ' HEI - Fire Dynamics Page 2 --_-- _ _Liquor_Box_Area 1 Date 120415 Fitting Legend - --- Abbrev Name '/2 '/< 1 1'/a 1 Yz 2 2%z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Buttertiy Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values ---- supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a "`will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD �� HEI -Fire Dynamics Page 3 Liquor Box Area 1 Date 120415 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. CD 0.0 15 41 na 1A 16.5 8 8.27 na 23.0 0.2 115 7.0 1 B 16.5 8 8.28 na 23.02 0.2 115 7.0 1 C 16.5 8 8.34 na 23.1 0.2 115 7.0 1 D 16.5 8 8.45 na 23.25 0.2 98 7.0 1 E 16.5 8 8.63 na 23.5 0.2 98 7.0 1 F 16.5 8 8.88 na 23.84 0.2 115 7.0 1 G 16.5 8 9.34 na 24 44 0.2 115 7.0 1 H 16.5 8 8.34 na 23.1 0.2 115 7.0 11 16.5 8 8.35 na 23.12 0.2 115 7.0 1 J 16.5 8 8.41 na 23.2 0.2 115 7.0 1 K 16.5 8 8.52 na 23.35 0.2 98 7.0 1 L 16.5 8 8.7 na 23.6 0.2 98 7.0 1 M 16.5 8 8.96 na 23.95 0.2 115 7.0 1 N 16.5 8 9.42 na 24.55 0.2 115 7.0 10 16.5 8 11.21 na 26.78 0.2 115 7.0 100 16.5 10.83 na 101 16.5 10.92 na 102 16.5 11.26 na 500 16.5 11.8 na VA 16.5 12.17 na 103 16.5 13.37 na 104 16.5 13.65 na 105 19 0 12.81 na 106 19.0 13.12 na 107 19.0 13.28 na 108 19.0 13.39 na 109 19 0 13.47 na 110 19.0 13.52 na 111 19.0 13.54 na 112 19.0 13.54 na 312 19.0 17.39 na TOR 19.0 26.64 na BOR 2.0 38.42 na 5PG 0.0 44.66 na U1 2.0 44.05 na SRC 0 0 45.8 na 250.0 303 19 0 16.18 na 304 19 0 16.18 na 305 19.0 16.2 na 306 19.0 16.25 na 307 19.0 16.32 na 308 19.0 16.44 na 309 19.0 16.59 na 310 19.0 16.8 na 311 19.0 17.06 na 203 19.0 13.14 na 204 19.0 13.13 na 400 19.0 13.12 na 205 19 0 13.13 na The maximum velocity is 9.7 and it occurs in the pipe between nodes 1 N and 101 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 / � Final Calculations - Hazen-Williams - 2007 HEI-Fir� Dynamics Page 4 Liquor Box Area 1 Date 120415 Hyd. � Qa Dia. Fitting Pipe Pt Pt Ref. � "C" or Ftng's Pe Pv **""''** Notes ****"* Point I Qt Pf/Ft Eqv Ln. Total Pf Pn 1 A 23.00 2.635 0.0 8.500 8.266 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 B 23.0 0.0019 0.0 8.500 0 016 Vel = 1.35 1 B 23.02 2.635 0.0 8.500 8.282 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 C 46.02 0.0068 0.0 8.500 0.058 Vel = 2.71 1 C 23.11 2.635 0.0 7.250 8.340 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 D 69.13 0.0146 0.0 7.250 • 0.106 Vel = 4.07 1 D 23.24 2.635 0.0 7.250 8.446 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 E 92.37 0.0248 0.0 7.250 0.180 Vel = 5.43 1 E 23.50 2.635 0.0 6.750 8.626 K Factor=8.00 , to 120.0 0.0 0.0 0.0 1 F 115.87 0.0378 0.0 6.750 0.255 Vel= 6.82 1 F 23.84 2.635 0.0 8.500 8.881 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 G 139.71 0.0535 0.0 8.500 0.455 Vel= 8.22 1 G 24.45 2.635 T 16.474 4.250 9.336 K Factor=8.00 to 120.0 0.0 16.474 0.0 100 164.16 0.0720 0.0 20.724 1.493 Vel = 9.66 -- - 0.0 - --- --- 164.16 10.829 K Factor= 49.89 1 H 23.10 2.635 0.0 8.500 8.339 K Factor=8.00 to 120 0 0.0 0.0 0 0 11 23.1 0.0019 0.0 8.500 0.016 Vel= 1.36 1 I 23.12 2.635 0.0 8.500 8.355 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 J 46.22 0.0069 0.0 8.500 0.059 Vel= 2.72 1 J 23.21 2.635 0 0 7.250 8 414 K Factor=8 00 to 120.0 0 0 0.0 0.0 1 K 69.43 0 0146 0.0 7.250 0.106 Vel = 4.08 1 K 23.35 2.635 0.0 7.250 8.520 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 L 92.78 0.0251 0.0 7.250 0.182 Vel = 5.46 1 L 23.60 2.635 0.0 6.750 8.702 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 M 116.38 0.0381 0.0 6.750 0.257 Vel= 6.85 1 M 23.94 2.635 0.0 8.500 8.959 K Factor=8.00 to 120.0 0.0 0.0 0.0 1 N 140.32 0.0539 0.0 8.500 0.458 Vel = 8.26 1 N 24.56 2.635 T 16.474 4.250 9.417 K Factor=8.00 to I 120.0 0.0 16.474 0.0 101 , 164.88 0 0727 0.0 20.724 1.506 Vel = 9.70 0.0 - - -- j 164.88 10.923 K Factor= 49.89 � 1 O 26.78 2.635 T 16.474 4.250 11.210 K Factor=8.00 to 120.0 0.0 16.474 0.0 102 26.78 0.0025 0.0 20.724 0.052 Vel = 1.58 i � � � Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I \^ Final Calculations - Hazen-Williams ��._ HEI -Fire Dynamics Page 5 Liquor Box Area 1 Date 120415 Hyd Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv *"***"* Notes *"**"' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.78 11.262 K Factor= 7.98 100 164.16 4.26 0.0 13.500 10.829 to 120.0 0.0 0.0 0.0 101 164.16 0.0070 0.0 13 500 0.094 Vel = 3.70 101 164.87 4.26 0.0 13 500 10.923 to 120.0 0.0 0.0 0.0 102 329.03 0.0251 0.0 13.500 0.339 Vel = 7.41 102 26.79 4.26 E 13.167 5.500 11.262 to 120.0 0.0 13.167 0.0 500 355.82 0.0290 0.0 18.667 0.542 Vel = 8 01 500 0.0 6.357 3E 52.808 36.330 11.804 to 120 0 0.0 52.808 0.0 VA 355.82 0.0041 0.0 89.138 0.369 Vel= 3.60 VA 0 0 6.357 E 17.603 17.000 12.173 to 120.0 B 12.573 30.176 1.000 '"` Fixed Loss= 1 103 355.82 0.0041 Fsp 0.0 47 176 0.195 Vel= 3.60 103 0.0 6.357 3E 52.808 14.583 13.368 to 120.0 0.0 52.808 0.0 104 355.82 0 0041 0.0 67 391 0.279 Vel = 3.60 104 0.0 6.357 0.0 59 420 13.647 to 120.0 0.0 0.0 -1.083 105 355.82 0.0041 0.0 59.420 0.246 Vel = 3.60 105 -110.09 4.26 0.0 21.500 12.810 to 120 0 0.0 0.0 0.0 106 245.73 0.0147 0 0 21.500 0 315 Vel = 5.53 106 -34.20 4.26 0.0 14.000 13.125 to 120.0 0 0 0.0 0.0 107 211.53 0.0111 0 0 14.000 0.155 Vel = 4.76 107 -33.72 4.26 0 0 14.000 13.280 to 1200 00 0.0 00 108 177.81 0.0081 0.0 14.000 0.113 Vel = 4 00 108 -33.72 4.26 0.0 14.000 13.393 to 120.0 0.0 0.0 0.0 109 144 09 0.0054 0 0 14.000 0 076 Vel = 3.24 109 -34.20 4.26 0.0 14.000 13.469 to 120.0 0.0 0.0 0.0 110 109.89 0.0034 0.0 14.000 0.047 Vel = 2.47 110 -35.13 4.26 0.0 14.000 13.516 to 120.0 0 0 0.0 0.0 111 74.76 0.0016 0.0 14.000 0.022 Vel = 1.68 111 -36.49 4.26 0.0 14.000 13.538 to 120.0 0.0 0.0 0.0 112 38.27 0.0005 0.0 14.000 0.007 Vel= 0.86 112 0.0 2.157 4T 49.227 236.250 13 545 to 120.0 2E 12.307 61.534 0 0 312 38.27 0.0129 0.0 297.784 3.845 Vel = 3.36 312 317.55 4.26 T 26.334 226.167 17 390 to 120.0 5E 65.835 92.169 0.0 TOR 355.82 0.0291 0 0 318 336 9.249 Vel = 8.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i ' - - � II . Final Calculations - Hazen-Williams HEI-Fire Dynamics Page 6 Liquor Box Area 1 Date 120415 Hyd. ' Qa Dia. Fitting Pipe Pt Pt Ref. i "C" or Ftng's Pe Pv *****#* Notes '"*'`*''* Point I Qt Pf/Ft Eqv. Ln. Total Pf Pn � TOR I 0.0 4.26 Fsp 0.0 20.000 26.639 to 120.0 T 26.334 28.967 10.363 ** Fixed Loss=3 BOR 355.82 0.0290 G 2.633 48.967 1.422 Vel= 8.01 BOR 0.0 8.249 T 41.108 10.000 38.424 to 120 0 2E 42.282 136.243 6.062 ** Fixed Loss=5.196 SPG 355.82 0.0012 Zaf 0.0 146.243 0.170 Vel = 2.14 S 52.853 SPG 0.0 7.98 E 17.989 136.417 44.656 to 120.0 T 34.979 56.966 -0.866 U1 355 82 0.0014 G 3.998 193.383 0.265 Vel= 2.28 U 1 0.0 7.98 E 17.989 628.750 44 055 to 120.0 0.0 17.989 0.866 SRC 355.82 0.0014 0.0 646.739 0 884 Vel = 2.28 250.00 Qa = 250.00 605.82 45.805 K Factor= 89.51 303 36 61 4.26 0.0 12.333 16.178 to 120.0 0.0 0.0 0 0 304 36.61 0.0004 0.0 12.333 0 005 Vel = 0.82 304 36.67 4.26 0.0 12.333 16.183 to 120.0 0.0 0.0 0.0 305 73.28 0.0015 0.0 12.333 0.019 Vel = 1.65 305 36.81 4.26 0.0 13.500 16.202 to 120.0 0.0 0.0 0.0 306 110.09 0.0033 0.0 13.500 0.045 Vel = 2.48 306 34.19 4.26 0.0 14.000 16.247 to 120.0 0.0 0.0 0.0 307 144.28 0.0055 0.0 14.000 0.077 Vel = 3.25 307 33.72 4.26 0.0 14.000 16.324 to 120.0 0.0 0.0 0.0 308 178.0 0.0081 0.0 14.000 0.113 Vel = 4.01 308 33.73 4.26 0.0 14 000 16 437 to 1200 0.0 0.0 00 309 211.73 0.0111 0.0 14.000 0.155 Vel = 4.77 309 34.20 4.26 0.0 14.000 16.592 to 120.0 0.0 0.0 0.0 310 245.93 0.0147 0.0 14.000 0.206 Vel = 5.54 310 35.12 4.26 0.0 14.000 16.798 to 120.0 0.0 0.0 0.0 311 281.05 0.0188 0.0 14.000 0.263 Vel = 6.33 311 36.50 4.26 0.0 14.000 17.061 to 120.0 0.0 0.0 0.0 312 317.55 0.0235 0.0 14.000 0.329 Vel = 7.15 0.0 317.55 17.390 K Factor= 76.15 203 -36.61 4.26 0.0 12.333 13.136 to 120.0 0.0 0.0 0 0 204 -36.61 -0.0004 0.0 12.333 -0.005 Vel = 0.82 204 -36.67 4.26 0.0 4.333 13.131 to � 120.0 0.0 0.0 0.0 400� -73.28 -0.0016 0.0 4.333 -0.007 Vel = 1.65 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 � I � - - ' _` Final Calculations - Hazen-Williams ��.`� HEI -Fire Dynamics Page 7 Liquor Box Area 1 Date 120415 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes **`'`** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 400 110.09 4.26 0.0 12.333 13.124 to 120.0 0.0 0.0 0.0 205 36.81 0.0005 0.0 12.333 0.006 Vel= 0.83 0.0 --- - 36.81 13.130 K Factor= 10.16 105 110.09 4.26 2T 52.668 42.083 12.810 to 120.0 0.0 52.668 0.0 400 110.09 0.0033 0.0 94.751 0.314 Vel = 2.48 0.0 110.09 13.124 K Factor= 30.39 203 36.61 2.157 4T 49.227 194.167 13.136 to 120.0 2E 12.307 61.534 0.0 303 36.61 0.0119 0.0 255.701 3.042 Vel = 3.21 0.0 - -- --- 36.61 16 178 K Factor= 9.10 204 36.67 2.157 4T 49.227 194.167 13131 to 120.0 2E 12.307 61.534 0.0 304 36.67 0.0119 0.0 255.701 3.052 Vel = 3.22 0.0 ---- ---- - - --- - 36 67 16.183 K Factor= 9.12 205 36.81 2.157 4T 49.227 194.167 13.130 to 120.0 2E 12.307 61.534 0.0 305 36 81 0 0120 0.0 255.701 3.072 Vel= 3.23 0.0 36.81 16.202 K Factor= 9.14 106 34.19 2.157 4T 49.227 236.250 13.125 to 120.0 2E 12.307 61.534 0.0 306 34.19 0.0105 0.0 297.784 3 122 Vel = 3 00 0.0 34.19 16.247 K Factor= 8 48 107 33.72 2.157 4T 49.227 236.250 13.280 to 120.0 2E 12.307 61.534 0.0 307 33.72 0.0102 0.0 297.784 3.044 Vel = 2.96 0.0 --- - -- - 33.72 16.324 K Factor= 8.35 108 33.72 2.157 4T 49.227 236.250 13 393 to 120.0 2E 12.307 61.534 0 0 308 33.72 0 0102 0.0 297 784 3.044 Vel = 2.96 0.0 33.72 16.437 K Factor= 8 32 109 34.20 2.157 4T 49.227 236.250 13.469 to 120.0 2E 12.307 61.534 0.0 309 34.2 0 0105 0 0 297.784 3.123 Vel = 3.00 ------------------------- ----------- ---- ----- ------ ----- 0.0 34.20 16.592 K Factor= 8.40 110 35.13 2.157 4T 49.227 236.250 13.516 to 120.0 2E 12.307 61.534 0 0 310 35.13 0 0110 0.0 297.784 3.282 Vel= 3.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , _, s .-�- � • �_" - --__ - �. � Final C�Iculations - Hazen-Williams I � I HEI -Fire Dynamics Page 8 Liquor Bo�Area 1 Date 120415 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******'` Notes *"""" Point � Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 � 35.13 16.798 K Factor= 8 57 111 �� 36.49 2.157 4T 49.227 236.250 13.538 ` to 120.0 2E 12.307 61.534 0.0 311 � 36.49 0.0118 0.0 297.784 3.523 Vel= 3.20 I 0.0 36.49 17.061 K Factor= 8.83 —� -- — — - �I � I � � �i � �i I I I ,; I I i 1 � i 'i . I � � , � ' I , � I � Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 \ � . I