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HomeMy WebLinkAbout11-12201 CITY OF ZEPHYRHILLS 5335 - 8TH STREET . • (sss)�so-oozo 12201 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:12201 Issued: 8/10/2011 Address: 37611 GEORGINA TER #131 Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 186,202.95 Total Fees: 11,108.68 Subdivision: EILAND PARK TOWNHOMES Amount Paid: 11,108.68 Date Paid: 8/10/2011 Parcel Number: 03-26-21-0250-00000-1310 Name: LENNAR HOMES INC Name: LENNAR HOMES LLC Addr: 15550 LIGHTWAVE DRIVE #210 Address: 15550 LIGHTWAVE DR STE 210 CLEARWATER FL 33760 CLEARWATER FL 33760 Phone: (727)479-1740 Lic: Phone: 7274791700 Work Desc: NEW VILLA 1,901 SQ FT • . 5 1 . MECHANICAL FEE 78.33 SEWER CONNECTION RESIDEN' 2,010.00 WATER CONNECTION RESIDENI 641.00 WATER METER RES 3/4" 308.70 FIRE PLAN REVIEW FEES 109.92 FIRE INSPECTION FEES 33.75 POLICE IMPACT FEE 254.00 FIRE IMPACT FEE 273.00 PUBLIC SAFETY 5% 26.35 PARK FEES TOWNHOMES 769.56 SCHOOL tMPACT FEE-sfrl100% 1,740.00 SCHOOL IMPACT FEE-sfr/ 1% 17.40 TRAFFIC IMPACT FEE 99% 3,445.20 TRAFFIC IMPACT FEE 1% 34.80 IRRIGATION CONNEC 266.00 ! 1J��' �6�' (?-[ 1 (. l,l_I � � - � tcC �2,e�T �� ( , � ,i-e.r��� cc�.`C� �� � / 3 � � , �'I I �i L FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. if you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CONTRACTOR ATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER FROM <SYN)NOV 20 2071 23 : 02 /ST.23:07/NO.7600000264 P 4 t..l.��[ 1 l��7L.. f" L=f\t•IJ. 1 1,I.1'IfCJ i/1'7 1 f: ri J..I.f e.:.1./ j..L 1.l.1•IG:, i� J.1 i� 11�1 F��3�;i�:C1 r`.rllJt�TY,� F�i...f')f� t:Y),�; �=�la�:��l:�„ �. C)r� :I L:t:}i�t'1'k�CT'qF't #,w q19'70C3 I��iUF: L7�'h°]:�:;�;; L_ �r-ar��,; :>�r����: � r, �;��ri:�r� r,�::�.:��:t:���� ;�z�.t�rtr:„ ���.a>r�:�..���» F�i)Ti�, � i. �;'� i. w�::'I.i�C�; �7Ai�f�=c# (.:7' QFFICH' � LAND Q 1�Ak::ES �-:•�.�� r:, ciz�F-G,<;w +�-i. :�,::;r:,�:; f; t`(�i�2:; F•�'�.M:C'T #:i.:?:?()i CHF'Ck:: # QBJE��:: ;1f►1.�. !:iF.::�ll�<<y�:�lr'a 7'E=Fi ## i.;;1. C.;i'3i^�l�F:f�C:�'�)F�:, ()1.5�7�)Q 70Tf�L A�10UNT' w f.0 . �y r`aC.:r:�l" C:ClMF'i�l� AC;C:CfU�ll C.�;i�l7'F Fi f�ML1lINT I)F �;C:h):��1"]:C1tVfw�F� FtiiNl" I7raT'f� I)FtlC:k :I, i. f� H�4�G — 36 a�A40 — � 1 O..C.,�4 *���* SOL I A WAS'1'�: FEE f>p f�f:"r:� ]:VF.I) ExY i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2011125846 ' ' Rcpt:1383156 Rec: 10.00 D5: 0.00 IT: 0.00 08/12/11 L. Sagastume, Dpty Clerk PRULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER 08 OR BKi �5�� 1PG� �'l5 NOTICE OF COMMENCEMENT Permit No. # t Z Z ' �� Property Identification No 03-26-21-0250-00000-1310 THE iJNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1 Description of property (legal descrfption :) Lot 131 EILAND PARK TOWNHOMES — AREA B Plat Book 66 Pa es 89-92. a) Street Address. 37611 Georgina Terrace Zeph vrhills FL 33542 2. General description of improvements: Sinele Familv Residence / Pool / Screen Enclosure / Fence 3. Owner Information a) Name and address: Lennar Homes Inc. 15550 Liehtwave Drive Suite 210 Clearwater FL 33760 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4 Contractor Information a) Name and address: Steve Smith -- 15550 L�shtwave Drive Suite 210 Clearwater FL 33760 b) Telephone No.: _ (727) 479-1733 Fax No. (Opt.) 5. Surety Information a) Name and address: N/ A b) Amount of Bond: N/ A c) Telephone No.: Fax No. (Opt.) 6 Lender a) Name and address: N/ A Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: Steve Smith -- 15550 Liehtwave Drive Suite 210 Clearwater FL 33760 b) Telephone No.: (727) 479-1733 Fax No. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a) Name and address: N/ A b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is Specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA � COUNTY OF PASCO � ,_,�'_-�� Signature of Owner or Owner's Authorized Officer/DirectodPartner/Manager Steve Smith Print Name The foregoing instrument was acknowledged befare me this 20�' day of Julv , 2011 , by Steve Smith as Director of Construction (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known _X OR Produced Identification Notary Signature -- �� .___,_ Type of Identification Produced Name (print) _ Kristen P Josenh Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ..-r— _ , _ i�+►Y����''' KRISTEN P. JOSEPH Signatute ofNatural Person Signing Above FORMSlNOC,rvsd2007 � �� 3 �� . �•; :.� Commission # DD 882627 `;� � Expires April 21, 2013 � `�R;;;�`;� eo�aean,rurroyFa�na,euranoeeao�aota � � 4 � r .i� � ., . ' t i i ,_.� . • "� - �� Y " y � v t i {��'�./y ' � ✓ � i_ t L_T� i : � � '_:y � - '�l�_'i .� .i 1�1'.�'_ . � r �,;,�h a� ��'a��- � I Z .i � .�v,r3� ��ti �, CITY OF ZEPHYRHILLS UTILITIES WORK ORDER WATER ACCOUNT NO.: DATE: 8/10/2011 OWNER/RENTER/BUSINESS: LENNAR HOMES LLC CONTACT PERSON: JOHN LIVELY MAILING ADDRESS: 15550 LIGHTWAVE DR STE 210 PHONE NUMBER: CLEARWATER FL 33760 EMAIL ADDRESS: SERVICE ADDRESS: 37611 i GEORGINA TERRACE SHUT OFF SERVICE ❑X X❑ WATER TURN ON SERVICE � ❑ SEWER INSTALL METER �X � GARBAGE READ METER � ❑X IN CITY CHECK MEfER ❑ ❑ OUT CITY OTHER � DESCRIBE OTHER: IRRIGATION 3/4 METER PERMIT #12201 � NUMBER OF UNITS DEPOSIT AMOUNT AMOUNT LAST BILL DATE MISC. CHARGE METER: FULL I IRRIGATION I WORK COMPLETED BY & DATE ORDER TAKEN BY: JACKIE BOGES COMPLEfED ORDER GIVEN BY: JOHN LIVELY Revised 9l2010 �+k� 1��� �jZ�4a � 1 �; Z � �' ' ' Lennar Home- 37611 Georgina Trace - Villa # 131 1,901 sq ft. /� �� j(� 9y�� l� 35 zy ,�� o umn � S �� � � 35 SQ. FEET PRICE MAIN OR LIVING: 1,901 $ 97.95 OTHER AREA UNDER ROOF� -$ 88.00 OTHER: - $ _ VALUATION $ 186,202.95 FEE SHEET $ 746.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 820.92 ELECTRICAL: $ 167.85 PLUMBING: $ 111.90 MECHANICAL: $ 78.33 SUB-TOTAL $ 1,179.00 RADON: TOTAL E 1,179.00 SEWER: $ 2,010.00 WATER: $ 641.00 IRRIGATION: $ - TOTAL: $ 2,651.00 WATER METER: $ 308.70 3/4 meter IRRIGATION METER $266.00 CONNECT IRRIGATION CK#8545 FIRE DEPARTMENT FEES PLANS TOTAL: $ 109.92 INSPECTION TOTAL: $ 33.75 PERMIT TOTAL TOTAL: E 143.67 PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: a 553.35 S U B-TOTAL $ 4,835.72 PARK IMPACT FEES $ 769.56 SIF'S: $ 1,740.00 100.0% $ 1,740.00 1.0% $ 17.40 TOTAL: E 1,757.40 T I F'S : E 3,480.00 99% $ 3,445.20 1 % $ 34.80 TOTAL: $ 10,842.68 7 J -!� S 1 5�� 5' � ��'��r �� <� ° 3 � {.` !i'::' . AP,f�ewr�. �' � �Yy, . , �'-'�fa.� �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractar/Homeowner: �h,►'�Gtr Date Received: �- Zj � r Site: � 7 �� r`Rt rla. ��1C�� �3 i Permit Type: � ( � � D�, Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: ❑ �� �ti�-e� This comment shee 1 be kept with the permit and/or plans. �� � Ka in Swit er Plans Examiner Date Contracto meowner (Required omments are present) e,�k,,,,�,, „�. 8545 32-i/U 10 TX LENNAR HOMES, LLC DBA US HOME ° � 15550 LIGHTWAVE DR., STE. 210 CLEARWATER, FL 33760 7/22/2011 s � W m � 0 f TO THE City Of Zephyrhills I�'*266 00 R 0 tDER OF Two Hundred Sixty-Six Only *;:�:rx�*www+ww:�w+,t*�*wtr�wwa�,t+.ww+*��tr,t�+.f**wa*trtx***,t*r+,tw�**,tw*+ww+wR*www�rw�+*+.w*,rtx+w�r*x+rr*ws.+.r::**�� DOLLARS � � � � U C N d � � � LL .�'. _M� � � 4489587-1516261Z131.1300.40160 - -- - -- -- - - - - - -- - �� - - -� - -�- � AUTHOR ED SIGNATURE N ��'00008545��' +: L L L0000 L 2�: 44 2 684 04 26��' 8545 NNAR HOMES, LLC DBA US MOME - � _ ������ � _ . � ' i � `�� � l � � � `2� � `Z`�� �o �� � r�� �✓t�� ,� ���� � � �`-�� �� -�c�� � ENNAR HOMES, LLC DBA US HOME 8545 � ue�o iU/P CHFCK Z� N4i � I9q9R� � Pasco County Parcel: 03-26-21-0250-00000-1310 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, ]uly 30, 2011 Parcel ID 03-26-21-0250-00000-1310 (Card: 001 of 001) �- Classification � 00 - Vacant Residential Mailing Address Property Value LENNAR HOMES LLC Ag Land $0 15550 LIGHTWAVE DR STE 210 Land $10,725 CLEARWATER FL 33760-3504 Building $0 Physical Address Extra Features $0 37611 GEORGINA TER ZEPHYRHILLS FL 33542 Market Value �10,725 Leaal Descriution (First 4 Lines) A55essed (Non-School Amendment 1) $10,725 �ee Plat for this Subdivision �'° Taxable Value �10,725 EILAND PARK TOWNHOMES - AREA B PB 66 PG 089 LOT 131 OR 8563 PG 1649 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value � 0100 SFR MPUD 1.00 LT $10,725.00 1.00 $10,725 Additional Land Information Acres 0.07 Tax Area 30ZH FEMA Code � Residential Code EIPKLP2 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year Units � Value No Extra Features Sales History Previous Owner N/A Year � Month Book/Page Type Amount -- No Sales History -- http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21 &sbb=0250&bl... 8/3/2011 o umn SQ. FEET PRICE MAIN OR LIVING: 1,901 $ 97.95 OTHER AREA UNDER ROOF: -$ 88.00 OTHER: - $ _ VALUATION $ 186,202.95 FEE SHEET $ 746.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 820.92 ELECTRICAL: $ 167.85 PLUMBING: $ 111.90 MECHANICAL: $ 78.33 SUB-TOTAL $ 1,179.00 RADON: $ 28.52 TOTAL $ 1,207.52 SEWER: $ 2,010.00 WATER: $ 641.00 IRRIGATION: $ - TOTAL: $ 2,651.00 WATER METER: $ 308.70 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: S - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: a 553.35 SUB-TOTAL $ 4,720.57 PARK IMPACT FEES 5 769.56 SIF'S: $ 1,740.00 100.0% $ 1,740.00 1 0% $ 17.40 TOTAL: a 1,757.40 T I F 'S : $ 3,480.00 99% $ 3,445.20 1 % $ 34.80 TOTAL: $ 10,727.53 1 &2 Family Dwelling Plan Review Comments 1. F.F.E. Shall be a minimum of 8'" above the road elevation and a engineered site plan. 2. Lots shall be graded to comply with R401.3 of the F.B.C.. 3. Compaction test required if 24" or more of fill dirt is brought in at any one place. 4. Tie in survey required before pouring concrete. 5. Driveways require a R.O.W. use permit. 6. All setbacks shall be met. 7. All property markers shall be uncovered and marked at time of first inspection. 8. All A.D.A. requirements shall be met. 9. No electric, plumbing, mechanical, or framing shall be covered without an inspection and approval first. 10. All Garages shall comply with section R309.2 of the F.B.C. (Fire Separation). 11. Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. M303.4 of the F.B.0 12. Water heaters shall comply with section P607.3 of the .F.B.0 l 3. Foundation supports for A/C units shall be raised at least 3" above finished grade. M 1308.1 14. Return air in all bedrooms. F.B.C. M 1620.4 15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. ] 6. All glazing requirements are to be in accordance with R308.4 of the F.B.C. 17. All means of egress are to be in accordance with R311 of the F.B.C. 18. "Green gypsum board'' shall not be used as a backer in showers or tubs. R702.4.2 F.B.C. 19. Combination-type AFCI breakers are required at all locations requiring a AFCI type breaker. 20. Carbon monoxide alarms will be required in new construction that uses fossil-burning heating or appliances or an attached garage. They shall be installed in accordance with the F.B.C. 21. All plumbing, mechanical, and electrical shall be separate from unit to unit. This includes all underground plumbing and electric. 22. All ?008 N.E.C. Codes will be enforced. 23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2008 N.E.0 22. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure. F.F.E.-Finished Floor Elevation F.B.C- Florida Building Code (2007) R.O.W.-Right Of Way A.D.A.- Americans with Disabilities Act N.E.C.- National Electric Code 813-780-0020 City of Zephyrhilis Permit Application FaX-8�saso-o '�''�; Building Department Date Rr�ceived a � 3 y 7G _. 0 3 63 ��"' � Phone Contact for Permittin Owner's Nam� ��W N�/'� �ON�E� Owner Phone Number ?.Z 7, 7�9" ���� "`. Ownera Address �J��� L./ 6f�TGt/Ij(/E�. #2/O 33 � CtEARrua4 �� Owner Phone Number � Fee Simple Titleholdor Name Owner Phone Number � Fee Simple Titlehoider Address JOB ADDRESS `7 (o I I e� Y� VtG� vq. � Z E�H �Cf,IICLS , FG 33 S�� �or # I I SUBDIVISION �'�pN� �R�((, ��¢ PARCEL ID# �� ' � t� '� / — 025Q — �(��)— 13 � (� (OBTAINED FROM PROPER7Y TAX NOTICE) WORKPROP03ED NEwCONSTR ADD/AlT O SIGN � � DEMOLISH INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK /vFhl CONST/e�CT/Ol� —' VrLL/�IS BUILOING SIZE �— � SQ FOOTAGE �� NEIGHT SbL S?�! , �BUILDING $ � � �O VA�UATION OF TOTAL CONSTRUCTlON ' QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY a W.R.E. "� • 2520 , o0 [�PLUMBING $ a sS � OO �" j ZZ� ( [ ` t QMECHANICAL $ 2 � 2 Q � O VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIAITY Q OTFtER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY LEN�AI� � �S► SIGNATURE ��p y � N � �, f Address � SSS� L .�?IO GCfIAiQ/V FL 3?7� �;�� #, C.� G!S� 8�` 6 ELECTRICIAN COfiAPANY G D/`�oN.SaN EL-K�lG .�./VC � S1�3NATURE RE(313TERE0 Y/ N FEE Ct�fN Y! N Address /03y Sl�///� M r 0 �G 33L/ �icense # ��C400.��$" � PLUMBER COMPANY � M�I PG V/�i(�//V!s °� SICiNATURE REGISTERED Y` IV =EE CURRE� t Y 9V Address �0�'7 N E L.�3578 _ cense = CFG D�Z / SQ Q MECHANICAL COMPANY BA5/ONfT Pt✓�INb � KF9rl�tlt ��/f C SIGNATURE REGISTERED Y% N FFE CU2REN Y ' N Address P �• 80X T�0/NT �G ��'6 licer�se # ��C�S S�(� 2.. OTHER COMPANY C STfRL�Nt /Q � /Qpqr¢j�lq�. ,�',�.� SIGNATURE REGISTERED Y/ N FEE c�Eh Y/ N Address �/l// .9 pA NE LA/D s R�RK /�//[.� D7 Lir,ense # � C C o5 � 9 g! j Iilllllllllllllllillllllll lllllillllililllltlllllllittlititlit!l11i RESIDENTIAL Attach (2) Plot Plans; (2) sets of Buiiding Plans; (1) set of Energy Forms; R-0.W Permft tor new consgtyceon. Minimum ten (10) wo�lcing days after submittal date. Required onsite, Construction Pfans, Stormwater Ptans wr Si�c F� � Sanitary Facilities 8 1 dumpster; Site Work Pennit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a L'rfe Safety Page; (1) set ot Energy Forms. R-O-W Permst ta r� cor�s.crucbn Minimum ten (10) working days after submittal date. Required onsite. Construction Plans, Sbormwater Pians w� 3'rt �ence � Sanitary FaciliNes 8 1 dumpater. Site Work Permit for alt new projects. AII commercial requ;rements must rt�eet carnplearice SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Dlreetions: Fill out application completely Owner & Contractor sign back of application, notarized If over 52500, a Notice of Commencement is required. (AIC upgrades over $750G � " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with �otanze� sr,e• `�: _. e a_--��� -, s,—_ OVER THE COUNTER PERMITTiNG (Front of Application Only) ?eroofs if shingles Sewers SeMce Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW �p�E p� p�p R�1'i�Ti4NS: The unders�gned understands that this permit may be subject to °deed" restrictions" �ic� �y be ��Iripi�re �ran Couniy regulations. The undersigned assumes responsibiiity for compliance wi�h any - �y �� A�ip CONTRACTOR RESPONSIBILITiES: If the owner has hired a contractor or ��, ���r1C, �ey ►�ay be regc»recf to be ticensed in accordance with state and local reguiations. if the � n�t �� re�ec� by taw, both the�c�wn8r and contractor may be cited for a misdemeanor violation �� ya�r,,, tf the ow�ar o� int�ded con#ractar are uncertaiA as to what licensing requirements may apply for the „� , t�r ar�e ac�rtsed to carttact the Pasco County Buitcling Inspection Givision--Licensing Section at 727-847- �qpg, e, if the owmer has hired a contractor or contractors, he is advised to have the contracto�(s) sign , �ie `contractor Bk�C#c" af this applicat�on for which they will be responsible. If you, as the owner sign as the s �n��;�at ma,y pe an in�cation thac he is not properly licensed and is not entitled to permitting privileges in Pasco � � �- '�.; . �q, 1��T�lTii.ti�S-#�ACT AND RESOURC� REfAVERY FEES: The undersigned understands � t�a# fsa�q�ien-I�x T�es an�R�cse Recovery Fees may apply to the consVuction of new buildings, change of J � m e,�g � or e�orE.of existing bui�dings, as specified in �asco County Ordinance number 89-07 and gp_p� a�s a�. Tbe �e�#�iso understands, that such fees, as may be due, witt be identffied at the time of pe�r�;ng. �t is �ttrer � that`Trartspartation Impact Fees and Resource Recovery Fees must be paid prior to r�esv;ng a°�e�e a# o�up�an�' or final power release. If the pro}ect does not involve a certificate of occupancy or T,na� �ow� reiaese, t�e fee.s must be paid prior to permit issuance. Furthermore, if Pasco Caunty WaterlSewer Impact fe� are c�e. �ey m�st be paidprior to permit issuance in accordance with applicable Pasco County ordinances, CO��7'#�GTIp�1 t!� tl�W � 713, Flarida Statutes, as amended): If valuation of work is $2,500.00 or more, I �#t� �, f�e a�, t�e been provided with a copy of the "Florida Construction Lien Law—Homeowner's pr�yion C��ide� pr� tiy tt►e Fbrida E�art�nent of Agricultu�e and Co�nsumer Affairs. If the applicant is someone o�e�r th�► �e `oianer, l�fy �at i have �tained a copy of the above described document and promise in good faith to delever it b the `0�' P� ��nt. C A�tiq�i9T: ( oertify tt�at all the information in this application is accurate and that all work u,;t� be ti�e � c:amQl�ce wilh aN a�ticabie laws regufating canstruction, z�ning and land development. Application Is t��y rtrade t�o obt�n a pefrmt to do work and installation as indicated, I certify that no work or installation has G�r+�c�ed pricx to issu�►ce af a permit and that all work will be performed to meet standards of all laws regulating cons��. Coc�nty ar�d Cit�r codes, zaning regula�ons, and land development regulations in the jurisdiction. I also ' cer�y " i und�stand tttat the regulations of other government agencies may apply to the intended work, and that it is � my �lity to i�}entiiy what actians I must take to be in compliance. Such agencies include but are not limited to: ; - � D�ep�artment of Environmental Protection-Cypress Bayheads, Wstland Areas and Environmentally Sensitive ; : l.a�s, Water/Wastewater Treatment. � _ s Souihwest F#orida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering � � Wa�'cout�ses. - Army Corps a# Engineers-Seawalls, Docks, Navigable Waterways. - Departrnent of Heatth & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tar►4ccs. - US Environrnenta! Prat�ection Agency-Asbestos abatement, Feder� A+ria�ost A�ority-Runways. � understand that the foiiowir�g re�ict�ons apply to the use of fill: - Use of filf is nat a�owed in Flood Zone "V" unless expressly permitted. If the fill materiat is to be used in Flood Zone "A", it is understood that a drainage plan addressing a °compensatirig volurne" will be submitted at time of permitting which is prepared by a pr�fessional engineer ticensed by tl�e State of Florida. - If the fitl material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fiU material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions af the burlding permit issued under the attached permit application, for lots less than one (1) acre which are eievated by fill, an engineered drainage plan is reguired. If I am the AGENT F�R THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to cammencing construction I understand that a separats permit may be required for electrical work, plur�u �igns, welis, poois, air conditioning, gas, or other installations nat specifically included in the application. A � pern�it ' shall be cortstrued to be a license to proceed with the work and not as authority to violate, cancel, alter, or . Set y provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiri ` carrection of errars in ptans, construction or violations of any codes. Every permit issued shall become inva�id . unless work authorized by such permit is commenced within six months of permit issuance, or if work authorized by �. the pera�is susper�ded or abandoned for a period of six (6) months after the time the work is commenced. An extension , may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOU FAILURE TO RECORD A NOTICE OF COMMENC ENT MAY RESUL7 IN YOUR PAYiNG T1N10E FOR IMPRO S TO YOUR PROPERTY. IF YOU INTEND FINANCING, CONSULT WITH YOUR LENDER O EY BEFORE RECORDING YOUR N M NCEMENT. FLORIDA JURAT (F.S. 117.0 OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirtne before me this Subscribed and swom to (or a d) before me this °1 1 by ✓o v t� ` •�' 11 by e Wh ' personally known to me or haslhave produced Wh� personaUv kn��rn_ta�e or ha ve produced as identification, as idenGfication. �' — _�otary Public r ` �'`� Notary Pubtic Commission No. D D �OL-��o�� Commissi4n No iJ D _� � Name of RJ�,tary typed, printed or stamped Name of Notary typed, printed or stamped .. �� . ���;,, �� - � , ,��x� KRISTEN P. JOSEPH "'""" KRISTEN P. JOSEPN _*. :� �ommission # DD 882627 ����� CQmmission # DD 882627 o; Expires April 21, 20'f3 �''� ��t�,�'�' BnndedThru �oyFa�nlnauance80i385-7019 � �: ExpiresApril21,?0`43 , ' �P„„�;t��� ��ndedT' yFainlnsurance50 385-7019 � - - .,_ ...,„� �FORM 1100A-d8 FLORIDA EMERGY EFFICIENCY Ct7DE FOR BUILDING CONSTRUCTtON Florida Department of Community Affairs Residential Performance Method A Project Name: 1501 ST MARTEN Builder Name: LENNAR HQMES Street: � �� � N�;�(� � i 1�� 7Y(j! ('� Permit Office: C'-L� L ���/t� r�1�\�`j City, State, Zip: , FL ,�� �t'1V �� �r`„� f�33r�'� Permit Number ' Z'J� ( Owner: LENNAR �CtMES Jurisdiction: Design Location: FL, Tampa � �� (p� 1 New consfruction or exlstEng New (From Ptans) 9. Wal! Types {f 870.7 sqft.} Insulation Area 2. Single farnily or multiple family MuIU-famity a. Concrete Biock - int insul, Eacterior R=4.1 1064.00 fi' 3 Number af units, "rf multiple famiiy � b. Concre#e Block - 3nf lnsul, Common R=4.1 420.00 ft� c. Frame - Wood, Adjacent R=11 0 326.67 ft= 4. Number of Sedrooms 3 d. NJA �= ft= 5. !s this a worst case? Yes 10. Ceilin T p g ypes (1517.Q s ft.} (nsulation Area 6. Canditianed floor area (f# 1517 a. Under A#tic {Ven#ed) R=30.4 1517.p0 R 7. Windows{248.0 sqft.) Description Area b. N!A �_ �, a. U-FaCtor. Dbt. U=0.52 112.d0 fta c. N/A }�= ft= SHGC: SHGC=O 30 91. Qucts b. U-�'ac#or. Db(, U=a,55 sq,pp {� a. Sup: Attic Ret: Attic AH: interior Sup. R= 6, 340 ft� SHGC: SiiGC=U.32 12, Cooling systems a. (!-Factor: dbl, U=0.59 32.00 ft= a. Gentra! Unit SHGC: SHGC=0.33 Cap� 30.0 kBtulhr d. U-Factar �/a � SEER: 14 SFEGC: 13. Heating systems e. U-Factor. N1A � a. Etectric Heat Pump Cap: 30.0 kBfu/hr SHGC� HSRF: 8.2 8. Flaor Types (1517.0 sqft.} Insulation Area �'�• Hot water systems a. 51ab-On-Grade Edge lnsulation R=O.fl 1517.A4 ftz a. Electric Cap: 44 gallons b. N!A c. NtA R_ ft, b. Conservation #eatures �F� 0.92 None 15. Gredits Pstat Glass/Floor Area: 0.13? Total As-guiit Modified Loads: 31.83 ���� Total Baseline Loads: 38.25 ! herei�y certi{y that the plans and specifications covsred by f�eview of the plans and �(iE �r this calculation are in compliance with the Florida Energy specifications cavered by this y�� Ar �' Code. calculation indicates compliance �, ' ';�� ��, ���d�c'y^r`-a-f -- -- l`'i " ; � with the F(orida Energy Cade, ti;�., -�=`��: ;�;�S r� PREPARED BY: Before canstruction is completed �_:� �,`. _�����- ?� dATE: _.__ _. __ _ __ _ ____.__ this buitding will be inspected far � `' � � t� comptiance with Section 553.908 , * � ���� �' � � 1 h�reby certify that this buitdin d, is in compliance Florida Statutes. t ���'"'_ � with the Florida Energy Co . 'Y Op yV6"f�� OWNER/AGENT;_. BUILDING OFFICIAL: _... _. DATE: - --- DATE: _ '7- � _� . . .. . .. - Corttpliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with N1110.A.3. 5�1z120� 1 8"58 AM EnergyGauge� USA - F�aRes200S Page 1 of 5 �o��n � z aaa-�s FLt�►RtDA ENERGY EFFICIENCY CUI�E FC)R BUILDIN� CONSTRU�Trp� -�- ��-- Florida Departmen�'�'f Commt�i�`ifq � Residential F'erf � ar��'� Method A"'"`"' . .�::� Proiect hdame: 15Q9 ST MARTEN Street: 8uilder Name. LENNAR MO[v1�S Permit Office �.' L�td c ` CF' �14 r_�v t�\�. , City, Sfate, Zip; , Fl , f� .."��i ��f f"�i; �l °_', ` `.z� �u°��-y:�. Permit Number Owner: L�NNAR �OMES Design Location: Fl, Tampa Jurisdictiun: 1 New constructian or existing New (From Plans) 9. Wail Types (1g1p,7 spft,) Insuletian Area 2. Single family or muftipte fami(y Multi-family a. Concrete Block - Int Insui, �xt�rtor R=4 1 1064 00 ftz 3. Numbet csf units, iF muttiple famiiy � b. Concrete Block - Int Insul �ommon F�-4 1 •�20 00 ft� 4. Nurnber of 8ed�croms c. �rame - Wood, Adjacent R= i 1 0 32B 67 ft � d. N/A �= ft , 5. Is this a worst case? Yes 10 Ceiling Types (1517 4 sqft,) insulation Area 6. Conditioned floor area (ft= 1517 a. Under Attic (Vented) R=30.0 1517 00 ftx 7 Windows{208.0 sqft.) Description qr�� b. N/A R � ft � a. U-Factor Dbi, U=0.52 112.00 ft= c. N/A �_ ftz S'r9GC: S1iGC=4.3tT 11. Gucfs b. U-�'actar. Db{, U=0,5g 64 00 fta a. Sup• Attic Ret: Attic AH; Interior Sup. R= 6, 3A0 ft� SHGC: SHGC=0.32 12. Cooling systems c. U-Factor, Dbl, U=0.51 32.6Q ft� a. Centrat Unit �H�C� SHGG=0.33 Cap• 30 0 kBtulhr d. U-�aCtoC' NlA � SEER: 14 SH�G: 13. Heating systems e U-Factor: �}�q fts a. Electric HeaR Pump Cap; 30.0 kBtu/hr SHGC• HSPF. 8.2 8. �'IoorTypes {t517.p s�it.) Insuiation Area �`�• Hotwatarsystems a. Slab-On-Grade Edge insulation R=p.O 1517.00 ftz a. Electric Cap: 4Q gallons b. NJA �_ ft, EF: 0.92 c. NtA R � �, b. Conservation features None 15. CrecFits Pstat G�ass�Fioor Area. 0.137 ���� As-BuHt Modified Loads: 31.83 Tatal Baseline Loads: 38.25 PASS t hereby certf{y that th� p}ans and spec�rations eavered bY E�evi�w of the plans and ��B gr fhis calculation are in compliance with the Florida Energy specifications covered by this *�,�� � � Code. � ealcufation indicates campliance �,4r"�'",,� ; � ,� �� ,,�,, PF2EPARED BY: w i t h t he F lori da Energy Code. f„ r .,,,�. ,,;" :-:;_„,`;.,;°,.., t` : . �, O -- -- -- Before construction is completed c� _`�_; ; •°': s� DATE: _..._ _. this building will be inspected fo� � �" �° � compliance with Section 553.908 ,, � �'-'• t herehy certify that this building, as desi ' in cornpliance Florida Sfetutes. %���� � with the Florida �nergy Cpde, f �l• '� G C �'U tY�s'C�`� C3WNER/AGENT;__ �___.._ BUILf3�NG pFF(C[A�: --_ _. . . .._ DATE: �__ _. . . ._. ... _ . - ----- _—. _..._. DAT�: � __ - ._----- _.__ . ._ . 4 _.. _ .__ _ ._.. _._ _. _. - Cornpliance requires certificatian by the air handler unit manufacturer that #he air handter enclosure quali�es as certified factory-sealed in accordance witi� N1'tip,q,3, 5/i7J2011 9:58 AM EnsrgyGauge� USA - FlaRes2008 Pa�e 9 of 5 PROJECT Title: t5D1 $TMARTEN-� Bedrooms: 3 Buildin T e: FL�sBuilf "�`�' _ �ldresg T�; Streef Address 9 YP Conditioned Area: 1517 `�""�t �t " Owner• LENNAR HOMES Total SEaries: 1 BlocklSubDivision: # of Units: 1 Worsf Cass_ Yes PlatBook: Builder Narne: LENNAR HOMES Rotate Angle: 45 Street: Permit Office: Cross Ve�tilation: No County: PA5C0 Jurisdiction: WYiole House Fan: No City, State, Zip: Family Type: Multi-family FL , New/Existing: New {From Ptansj Comment: CLIMATE � IECC Design Temp Int Design Temp Heati�g Design Daily Temp Design Lacation 7MY 9ite Zone 97.5 °Jo 2.5 °lo Winter Summer Degree Days Moisture Range . .._ _ _ ____ ---- --- - -_ _ ----._._.. _. __.. _._ _ . _.._. ._ ----- , Tampa FL_TA�iAPA_INTERNATI 2 39 91 75 76 645.5 54 Medium FLOORS # Ftoor Type Perimeter R-Value Rrea Tile Wood Carpef -.._.__....----- ----- - ------ --_...----- - - --------- 1 Slab-On-Grade Edge Insulatio 154 R Q 1517 ftz 0.35 0.35 0.3 ROOF , f Roof � Gabfe Raof Solar Qeck V # Type Materials Area Area Color Absor Tested Insul. Pitch 1 Gabie ar Shed Compasition shingles 1599 ft' 252 fN Niedium 0.8 N 0 t8.4 deg ATTIC -- "----- �--- TYpe Ventilation Venf R�tio (1 in) Area RBS IRCC 1 Fuil attic Vented 300 1517 ft� N N CEtLING # Ceiling Type R-Value Area Framing Frac Truss Type --- -- -- - - — � _.. _. _.. _.. .._ _.. 1 UnderAttic (Vented) 30 1517 ft 0.1 {�y� WALLS � �k Omt Ad'acent Tq Wali T e �a��� Sheathing Framing Solar -------------_-.---- 1�__.___.� YP -----_ ------ - R-Value Area R-Value Fraction Absor -- -.. ._ ___ -------- - - ---- -- - 1 N=>NE Exterior Cancrete Bixk - tnt Insul 4.1 326.6666 0 Q p,g 2 S=>SW Garage Frame - Wood 11 326.6666 0 4.25 d.d1 3 S=>SW Exte�or Goncrete Block - int lnsuf 4.1 158.6666 4 0.75 4 W=>NW Nelghbar Concrete Block - int insui 41 �20 ft� p p,p� 5 E=>SE Exterior Concrete Black - Int tnsul 4.1 578.8666 p p,7� 5112l2011 9:58 AM EnergyGauge� USA - FfaRes2008 Page 2 of 5 ' QOORS # Ornt __ _ Door Type Storms - U-Value Area -- ---..�._._ - - ---=- -_- -_--_---- - - --`. __ "i"""' E=>SE�"'"'' Insulated hTone � ��"`�"`�� 0.39 20 ft' 2 5=>SW Wood Nane 0.39 17 77777 WINDOWS Orientation shown is the entered orientation (_> chan ed to Worst Case. � Overhang _# Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation int Shade Screening 1 N=>NE Metal Low-E Doub►e Yes 0.5"I p,33 N 32 ft= 1 ft 0 in 1 ft 6 in HERS 2QU6 None 2 S=>SW Metal Low-E Doubte Yes 0.52 0.3 N 32 fl 1 ft Q in t ff 6 irt HERS 2006 h(or�e 3 N=>NE Metal low-E [3ouble Yes 0.55 0.32 N 64 ft 8 ft 0 in 7 ft 6 in HERS 2006 None 4 E=>SE Metal Low-E Double Yes 0.52 4.3 N 8Q ftz 1 ft � in t ft 8 in HERS 2006 None INFILTRATION & VENTING � ---- Forced Ventilation -- Fturt Time Fan Method StA CFM 50 ACH 50 ELA EqLA Suppty �FM Exhaust CFM Fraetion Watts Default O.Otf03B t432 6.03 78_6 — 147.9 0 cfm - 0 cfm 0�� p GARAGE # Floor Area Ceifing Area _ Exposed W all Peri meter Avg. Wai! Height Exposed Wail insulation - 1 264 ft' - 2&4 $' 11 ft �. ft _ __--. C�OLING $YSTEM # System Type Subt ype _ Efficie Capaciry Air Flow SHR Ducts - _ __.. . ----- -- 1 Gentral Unit None SEER: i4 3a kBtu/hr SOQ cfm 0.75 sys#1 HEATING SYSTEA+1 # System Type SubtyRe __ __ Efficiency Capacity �ucts _. - - - --- - - ------- -- 1 Etecfric Heat Pump Nane HSRF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM --_ # _ SystemType -- --- - EF - --_ CaP_ U SetPnt Cooservatio 1 Electric 0.92 40 gai 60 ga1 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage _ Cert # Campany Nsme System Model # Collectar Model # Area Volume FEF --- --- -- -- - None None ----------- - - ft2 --- _ --- --_ 5/12/2011 S:5$ AM EnergyGauge� EJSA - FlaRes2008 Page 3 af 5 � ' DUCTS --- 5upply ---- — Return ---- Air Percent -«+�y��# --��cation R-Value Area Location Area L-eakage;'fi�ype -=-�l�ridler CFM 25 Leakage QN RLF :�-. 1 Attic 5 34Q ft' Attic 18 ft' Default Leakage I�terinr {C}efauit) (Dehauit) % TEMPERATURES Programable TheRnostat: Y CeiGng Fans: Cooling [X Jan (X Feb [X] Mar (X Apr [�i1 May [Xj Jun [X] Jul [X] Aug (X� Sep [X Oct X Nov X Dec Heating E� Jan EX� Fab [X] Mar (X� Apr [X May [X] Jun EX] Jui [X] Aug [X) Sep EX� Oct �X Nov EX� Dec Venting X Jan X Feb EX] Mar (?C Apr jX May EX] Jun X] Jul [XJ Aug �X] Sep X Oct X Nov [X Oec Thermostat Schedule: HERS 2006 Refsrence J � Hours Schedule Type 9 2 3 4 5 6 7 B 8 10 1 i 12 -- Cooling (WD) -- AM 78 78 78 78 7$ 78 — 78 --- 7$ 80 80 SO 80 PM 80 86 78 78 78 78 78 78 78 78 78 78 Cooll�g (WEH) AM 78 78 78 78 78 ?S 78 78 78 78 78 78 PM 78 78 78 78 78 TS 78 78 78 7$ 78 78 Neaiing (WO) AM 6fi &6 66 S6 6S 68. 68 68 68 68 68 68 PM 8$ 68 6$ 6$ 68 6$ 6$ 68 68 68 66 6fi Heafing (WEH} AM BB 66 66 6B 66 68 68 68 88 68 68 &8 PM 68 8$ 68 88 S8 SS 68 88 68 B$ fi6 66 5f12/2011 9:5$ AM EnergyGauge� USA - FlaRes2008 Page 4 of 5 �ORM 1�100A-fl8 ___ Cade Compliance Checklist � _�_ �_�""�"`�"���'�"' Residential Whole Buildir� ���rm��e Method A- Details �'�� � _. ADDRESS: PERMIT #: , FL, INFILTRATION REQUCTION COMPLIANCE CNECKLIST COMPt?NENTS _; SECTION REQUIREMENTS FOR EACH PRACTICE ______ ?_ CHECK Exterior Windows & C�oors N1106.A8.1.1 __Maximum: .3 cfm/sg.ft. window area; .5 cfm/sq.ft. door area. ` Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windowsldoors & f�ames, surrflunding wall; foundation & wail sole or sii! piate; joints befirveen exterior wall panels at corners; utiiity penetrations; between wall pane(s 8 top/battom plates; between walls and floor, EXCEPTION: Frame walls where a continuous infiltration barrier is � i installed #hat extends fram, and is sealed to, the foundation to the f { �,plate. -- - ---- ---- ±__.. ._. -.-- - - - :. _. Floors N1106.A8.1.2 j Penetrationslopenings > 1/8" sealed unless backed by truss or ! joint memoers. � EXCEPTiC?N: Frame flaars where a coniinuous infiltration barrier is ins talled th at is sealed to the perimeter, penetrations and seams. ._ - - -- __.._....- --. _ . _._. _ Ceilings N1106.AB.12 ; 8etween walis & ceilings; penetrations af ceilirrg plane to top flcsor; around shafts, chases, soffits, chimneys, cabinets sealed to ' cantinuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetratians and seams. - � -- -- - - .. ----....._. ._ �_ Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with na penetrations, sealed; or i'ype IC or non-IC ; rated, installed inside a sealed box with 1/2" clearance & 3" ftom insulation; or Type IC with < 2.0 cfm from conditioned space, ; tested. - --- - _. .... __ _ ----- -------. --.._ ._.._.. __ _. _. Multi-story Houses __ N1106.AB.1.2 _� Air barrier on perimeter of floor cavity between floors._____________ _. Additional Infiltration reqts N1106.A6.1.3 ` Exhaust fans vented to outdoors, dampers; combustion space j � heaters comply with NFPA, have combustian air. ( OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS _____ � SECTIaN__ �_ REQUIREMENTS______________ _ _._ _ _ ..J Water Ffeaters ' N1112.A6.3 � Gomply with efFiciency requirements in Table N't112.ABC.3 � Switch or clea�ly marked circuit breaker (electric) ar cutoff (gas) ___ ; _ _____ must be �rovided._External or built-in heat trap_reguired________ ! Switnming Pools & Spas N1172.AB.2.3 Spas & heated paols must have covers {except solar heated). i , Non-commercial pools must have a pump timer. Gas spa & pool ' ' heaters must have a minimum thermal efficiency of 78%. ; Heat pump pool heaters shall have a minimum C�P of 4.0 ___ _. . _. ' _ " ' _-__. . . . ._. . Shower heads N1112.AB.2.4 i Water flow must be restricted tt� no more than 2.5 gallons per � minute at 80 PSIG. _._ -----_..___._...__ ._ _ _ _. _�..._..._...------... _. . ._ _ Air Oistribution Systems � IV1110.AB Att ducts, fittings, mechanica[ equipment and plenum chambers shall be mechanicatly attached, sealed, insulated and installed in � accordance with the cri#eria of Section N111 �.AB. t3ucts in unconditioned attics: R� min. insulation. � --.._ _ _ ._. _. _.__.._.. _. .._. r - HVAC Controls N1107.A6.2 Separate readity accessible manual or automatic thermostat far j � each system. � -- - ---.. _...,._._ .. _.. > --- -- --- - - —� ------ - Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-f�ame R-11 or CBS R-3 both j N1102.8.1.1 sides. Common ceiling & floors R-11. 5/t2/2011 9:56 AM EnergyGauge� USA- FlaRes2�8 Pags 5 of 5 � � ENER�Y PERF�JRMANCE LEVEL (EPL}- ._ _ __ � -�� D1��A�'��CARD -- _ - . � ESTIMATED ENERGY PERF{�RMANCE INDEX* = 83 The lower th� EnergyPerformance inde the more effiicient the hame. , , FL, 9 New construction or existing New {From Plans) 9. Wall Types Insutation Area 2. Single famiiy or muktiple family Multi-family a. Concrete Block - int Insul, Exterior R=d 1 1064 00 fta b. Concrete Btock - int insut, Gommon R=4. t 420.00 ft 3. Number of units, if muttipEe famiiy 1 c. Frame - Wood, Adjacent R=19.4 326.67 ft 4 fVumber of Bedroortts 3 d. NIA �+= � 5 is this a worst case? Yes 10. Ceiling Types insulation Area S Condit'roned flcaar area (ft2j �5�{7 a. Under Attio (Vented) R=30.0 1537.00 ft' b. �tl�l Fi= ftz 7 Windaws*" i}escription �'ed c. N/A �= ft a. U-Factor. D61, U=0.52 1 � 2 -p� �z ��. Duc#s SN�G: SHGC=0.30 b. U-Factor: Dbl, U=0.55 gQ_00 ftx a. 3up: Attic Ret: AtUC AH: interior Sup. R= S, 340 ft' SHGC: SHGG-0.32 12. Cooling syskems c. U-Factor. �bl, U=0.51 32.00 ft a. Centrai Unit Cap: 30.6 kBtu/t�r SNGC: SHGC=0.33 _ , SEER:14 _ d. U-Factor: N!A � 13. Heating systerns SHGC: a. Eisctric Heat Pump Cap: 30.Q kBtu/hr e. U-Factor N/A �' HSPF:8.2 SNGC• 14. tiot ura#er systems 8. fioor Types insulation Area a, E�ectric Cap: 40 gallons a. Siab-On-Grade Edge {nsulation R=4.4 1517.00 R= EF. 0.92 b. N!A R= �' b, Consenration features c. N/A �= ff Nane 15. Credits �'�t I certify that this home has complied with the Florida Energy Efficiancy Code for Building a �.�H��p,��� Gonstructian through the above energy s�ving features which witl be installed (or exceeded) w 4 in this home before final inspection. Otherwise, a new EPL Display Gard will be completed ��,,,�`'�' ,,'_� �, F. :f a., .,_.::.,.••••.�`.�" p based on installed Gode campliant features. , �: � � ,..� +�, � �.• .rs'� - a a Builder Signature: Date: � �,-b _. �` -----_ ___.. v_..�._-- -- - - __. _.. __.- - _ --- -_,�. . Address of New Home: �j'�lL� I � City/FL Zip: ' h,���1� �� �''ti � �� � _ �.� C �Y ��y�c,e_ --- �" � ..y .. � ��.�-E2 �b wE� *Note: 7he home`s estimafed Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. ff yaur Index is below 100, yr�ur home may qualify for incentives if you obtain a Flarida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. �or information abou# Florida's Energy Efficiency Cade for Building Construction, contact the "''Label required by Section 13-104.4.5 af the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, i# not DEFAULT. EnergyGaugeQ�? U5A - FlaRes2008 � ENERGY PERF�t�MANCE LEVEL �EPL}-_ _ � �� ��.�4Y GA R Q � _. ...;;�`. EST(MATED ENERGY PERFORMANCE 1NDEX* = 83 The lower the EnergyPerformance Index, the more e�cient the home. ,,FL, 1. New canstrucfian or existing New (From Plans) S. Wali Types tnsu�ation Area 2. Singie family or mutBpls famify Mutti-family a. Cancrete Block - Int insul, Exterior F2=4.1 1464.40 ft= b. Concrete Slock - In# Insul, Gommon R=A.1 420.40 ft 3. Number of units, if rnultiple family 1 c. �rame - Wood, Adjacent R=41.d 328.67 ftz Q_ Number of 8edrooms 3 d. N/R R= ft 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6 Conditioned floor area {ft�} �5�7 a. UnderAttic (Vented) R=30.0 1517.00 ft b. N/A R- ftz 7 Windows" Description Area c. NJA R- ft a. U-Factar Dbi, U=0.52 112.Od ft' SHGC: SHGC=Q.30 11 Ducts b. U-Factar. Dbl, U=0.55 64.00 ft2 a. Sup: Attic Ret: Attie AH: tnterior Sup. R= 6, 3�70 ft SHGC: SHGC=0,32 12, Cooting systems c. U-Factor� Dbl, U=0.51 32.00 ftz a. Cenfral Unit Cap: 34.0 kBtu/hr SHGC: SHGC=0.33 5EER: f4 d. lt-Factor N1A � 13. Heating systems SIiGC: a. Electric Heaf Pump Gap: 30A kBtuthr e. U-Factor: N/A � HSPF:8.2 Si-tGC: 14. Hot wate� systems 8. Fiaar Types (nsulatian Area a. Electric Cap; 40 galions a. 51ab-On-Grade Edge lnsulation R=O.d 3517.00 ft2 EF: 0.92 b. N/A R= ft b. Cons�rva#ion features c. N/A R= ft None 15. Credits Pstat i certify that fhis home has complied with the Florida Energy Efficiency Code fnr Building ���tESr Canstructian through the above energy saving features which will be installed (or exceeded} ti oF _�r� ,_ ; s � in this home before fina{ inspecfion. Othenvise, a new EPL Display Card will be compieted �a3' ,,; '�� ,.{, based on installed Code campliant features. �. ,;,,,,��.: . `�o Builder Signature: �ate: � � � a -- -- -- -- -------.. ._ ._.. ����•� t r Address of New Home: City/FL Zip; ��, y �t — - --- - --- -- Cp� wE .�R� Departmenf of Community Affai�s at {85fl} 48T-1824. *''Label required by Section 13-'104.4.5 of #he Florida Building Code, Building, oc Sectian 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge4�} USA - FlaRes2008 Load Short Fvrm �1�b: 150i TH ' - +�+�wrightsofty oac�: ar2��t� Entire House By� �P _ �:.,.�.:;��:. -_ ��, .:.�... ' . . . Far: LENNAR HOMES �- • s • Htg Clg Infiltration Outside db {°F) 40 92 Method Simplified Inside db (°F) 70 75 Gonstruction quality Average Design TD {°F� 3a 17 Fireplaces o Daily range - L Inslde humidity (°!o) 30 50 Maisture difference {prllb) 4 52 HEATING EQUIPMENT COOLING EQUIPMENT Make LENNOX Make LENNUX Trade � MERIT - Trade MERIT Model 14HPX-d30 Cond 14HPX-Q30 ARI ref no. 1275525 Coil CBX26UH-030 ARI ref no. 1275525 Efficiency 0 HSPF E�ciency Q SEER Hea#ing input Sensible cooling 0 Btuh Heating output 4 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 4°F Total cooling 0 Btuh Actual air flow '(000 cfm Actual air flow 1�0 cfm Air flow factor 0.052 cfmlBtuh Air flow factor 0.053 cfmlBtuh Static pressure Q in H20 Static pressure 0 in N2� Space tf�ermostat Load sensible heat rat90 Q.82 RODM NAME Area Ntg load C#g load Htg AVF Glg AVF (ftz) (8tuh) (Btuh) (cfm) (cfm) MASTER BED 2'16 2870 2989 148 959 MASTER BATH 91 98 182 5 10 MASTER W[C 78 84 156 4 8 KITCHEM 180 193 1730 10 92 GUEST BATH 78 913 407 47 22 BEDROOM 2 208 4617 2974 238 158 HALULAUNDRY $9 973 1Q61 50 57 FLEX ROQM 150 1753 1638 90 87 DINING ROOM 206 2642 2529 136 935 LIVING ROOM 221 5256 5i10 271 272 sotdtlfarle,.ar�s raave r�een martuuatHy overrtdden Printout certified by ACCA ta meet all requirements of Manu J 8th Ed. ."`�,... �* wrightsoft• R�M-Suite� Universal7 7 19 RSU05714 2Q11-May-12 09:22:47 ��� F�IHVAC EstimatinglLOADS�LENNAR 2011 LOADS41501 TH.rup Calc = MJB flrientaHon = N4V Page t Entire House 1517 19398 18777 1400 1a00 Other equip Ioads '1176 682 __. Equip. @ 0.97 - �:;,�:. 18953 q.��;:,�. „�..�.... Latent cooling � � 4183 � TOTALS 1517 20574 23136 1000 1000 8o1d�It�HC valves have 4eee manuaRy overriddea Print ce rti f i e d by ACCA to meet ail requirements of Manual J 8th Ed. � �� RigiiFSuite� Universal 7.1.19 RSU05714 241i-May-42 09:22:47 ��, F: VAC Estimating�LOA05\LENNAR 20� 1 LOAD551 SDt TN.nrp Caic � MJ8 Orientallon = NVY �'a9e � P ro ect S u m ma Jab: 1501 TH � -�-�" -wCightsoftF � ' J C}ate: 3123/11 Entire House �Y� �P • �-: -_=- --- :�:—�_ - -- _,,,�. , - ...�� - .�;�-. _ ._,...�:...:�,....__ _ ....T,z.�.._ - • . . s For: �ENNAR HOMES Notes. �- s • s Weather. Tampa Entl AP, FL, US Winter Design Conditions Summer Design Gonditions dutside db 4Q °F Clutside db 92 °F inside db 7� °F Inside db 75 °F C}esign TD 30 °F Design TD 17 °F Raily range L Relative fiumidity 50 % Moisture difference 52 gr/Ib Heating Summary 5ensible Cooling Equipment Load Sizing StruCture 17336 Btuh Structure 15951 Btuh Qucts 2062 Btuh Ducts 2826 Btuh Gentral vent (36 cfmj 1176 Btuh Central vent (36 cfm} 882 Btuh Numidification � Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2�574 Btuh tlse manufacturer's data n Ratelswing multiplier 0.97 Infiltratian Equipmenf sensible load 18953 Btuh Method Simprfied Latent Cooling Equipment Load Sizing £onstruction quality Average Fireplaces 0 Structure 2487 Btuh Ducts 466 Btuh Heating Cooling Centra! vent {36 cfm) 1250 Btuh Area (ftZ} 1517 1517 Equipment latent load 4183 Btuh Volume {f�) 14260 14260 Air changes/hour 0.38 0.20 Equipment total (oad 23136 Btuh Equiv. AVF (cfm) 90 48 Req. total capacity at t?.7U SHR 2.3 fon Heating Equipment Summary Cooling Equipment Summary Make LENNOX Make I.ENNOX Trade MERIT Trade MERIT Model 14HPX-030 Cond 14HPX-030 ARI ref no. 1275525 Coil C6X26UH-030 ARI ref no. 1275525 Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 4 Btuh @ 4fi°F Latent cooling 0 Btuh Temperature rise 0°F Total cooling 0 8tuh Actual air flow 1000 cfm Actual air flow 900U cfm Air flaw factor Q.052 cfm/Btuh Air flow factar 0.053 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.82 Baldltaltc valires have heen manually overNdde» Rrintout certified by ACCA to meet all requirements of Manual J Bth Ed. ,� � wrigt�tsofPC• �ight-Suite� Universal7 1 19 RSU05774 2011-May-12 08:22:47 ,q��p., f: AG EslimatingLL0AdS1LENNAR ZOt 1 LOAD511501 TH.rup Calc = MJS Orieniadon = NW Page 1 Print form CITY OF ZEPHYRHILLS UTILITIES WORK ORDER WATER ACCOUNT NO.: DATE: � ; ���� � -�^, OWNER/RENTER/BUSINESS: Lennar Homes Llc CONTACT PERSON: John Lively MAILING ADDRESS: 15550 lightwave Dr. Ste 210 pHONE NUMBER: Clearwater Florida 33760 EMAIL ADDRESS: SERVICE ADDRESS: 37611 Georgina Terrace # 131 SHUT OFF SERVICE �X ❑X WATER TURN ON SERVICE ❑ ❑ SEWER INSTALL MEfER X❑ ❑ GARBAGE READ METER ❑ ❑X IN CITY CHECK METER ❑ ❑ OUT CITY OTHER ❑ DESCRIBE OTHER: 3/4 water meter Permit #12201 1 NUMBER OF UNITS DEPOSIT AMOUNT AMOUNT LAST BILL DATE MISC. CHARGE METER: FULL I IRRIGATION I WORK COMPLETED BY & DATE ORDER TAKEN BY: Jackie Boges COMPLETED ORDER GIVEN BY: Revised 9/2010 = PA�CO COUNTY, FLOC�IDA Permit No. � � �'� � Date Permitted � �e S Control # Builder Name/Owner Name P��a �" County Parcel Na p3� �-E' OZSa�-�� c��a- ( 3fa SubDiv: �t �� ��"�� Address/Location .3 � � � �° c a �� � l3 Classification/Type of Use r��°� �� �� h �� � ��\� TRANSPORTATION IMPACT FEE � Rate: Sq Ft Unit; Exempt [] Yes [� No HoW De.termined Impact Fee Amount � 34 g� � Zon.e No. T�� .-- SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ �� S 7� �-� (057) Moblle Home (058) Other Residentlal 123) Collection Fee Exempt [� Yes [] No How Determined PARKS AND RECR�ATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ � � �1 ' s� Exempt ❑ Yes � No How Determined LIBRARY F�E Land Account Land Credit Land Total Facility Account Facll�ty Credit Facllity Total Exempt � Yes ❑ No How Determined Total Amount � RESOURCE FEE ERU � TOTALAMOUNT � Prepared ey � • � vU�� Checked �y NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMUUNTS LISTED HAVE BEEN PAID AND REC�IPTED FOR BY A CENTRAL PERMITTING O�FICE OF PASCO COUNTY Acknowledgement below does not Imply acceplance of concurrenpe, 6ut simply recelpt of a copy of this form, placing the building permlt owne� on notice of this assessment and tha condltlons af payment for same. DATE R�C�IVEQ BY RECEIPT NO. DATE BY SEC. 03 _, TWP 26 S, RNG._ SKETCH ONLY 4 NOT A 80UNDARY SURVEY BEARING BASIS: TOWNHOMES - AREA B NORTHERLY BOUNDARY LINE OF LOTS 131-134 BEING TY , FLORIDA. THIS SURVEY IS SUB.�CT TO ANY MAY BE DISCIOSED BY A FUIL A �RAWING' E T TITLE SEARCH. ALSO SUBJECT TO RMITTING PURPOSES �\� EASEMENTS AND RESTRICTIONS OF TRUCiION. VERIFY �� IRE ANY CONS1RUCilON. UNDERGROUND FOOTER, STEM UNDERGRWND UTiLIT1ES ARE NOT ,Q,� SHOWN. ) DRAINAGE fLOW � DO NOT SCALE iHIS PRINT DIMEN GRA�E NOTES TAKE PREFERENCE. GRADE ^ � DESCRIPiION NOT CONTAIN�NG PlA � PAGE INDICATES THAT PIAI g N PRELIMINARY STAGE AND IS � 1TION = CHANGE AND/OR REVISION. ?0' (FROM R.O.W.) CERTAIN DATA SHOWN HEREO ENGINEERING P�ANS PROVIDED BY STRUCTURE T1ES SHOWN HEREON I :ALCULATIONS MEASUREMENT FROM FORM BOARD TO PROPERTY LINE. = 11906.28 SQ. F7. = 5834 __SQ. FT = 82 SQ. FT. • = 12' LANDSCAPE, DRAINAGE dc UTILITY Ei = 1002 S0. FT = S0. FT = N A SQ. FT - N A _SQ. FT = 911_ SQ. FT = 36 SQ. FT. _�� _SQ. FT. = 74 R - 8782 _SQ. F7 _ 3006 _SQ. FT �al.cu�.a►noNs - , oos_s� so. Fr = 465 SQ. FT. = 293 __SQ. FT _ 220 _`SQ. FT. ALS TRACT "C e � .� - 12914.85 FT. COMMON AREA �e� � - 1373 SQ. FT + + e �° ^ - � =_3226 SQ. FT. S 89'38'14' E 117.34' + � 32.00' 0 26.67' A �� 26.67' ' 32.00' � 9.99' � f � QA/C � � O �A�C � a�� ❑ � .� LAPtAI LAKAI LF�NAI �. �' .� � I I I I 0 107'-4" m �6 � o PROPOS D PLAN g N •1 I N 4-UNI�VILLAS I N �:. o I TRACT "C-5" ' sz COMMON AREA t� ' o 0 0 •` w .`� LOT 134 3 LOT 133 LOT 132 N 3 LOT 131 � %` 3 a�. PIAN a PIAN 3 PLAN o+ PLAN io . N:; ; 1501 1399 � 0 1398 7501 ' � �° LOT 130 � •;1 � $ I o � �) N .:,5 O + � Z n � n � � $ -,. ;> � � `� �� � ��tz� � �� r � , z �� I .,: :` . 5.� +��f a � t�sF�y ti<" .<.�. z;fi; {?��,�;; �.z� �:sf o .�.� ,.z�.=,F. ✓�s� �. ,�tt,?� � � �i �� tZ;,f„+x�a��'� _ �b°�-o (��`.. ,���r` o----oYeo� ��Y_�r,�:_o' � ' l.`:.��} 'l, o z r 'tsl�f a d? o >„ ° o Sl O S� S` lZ«.; L!q' p N S .c" `<j'`.' ,� i . .5�' '.ti< O Tr ,S ijtti�'t.-<X��i c� * c� ;yi�lt.. X�<l N. � � r y .�g`� ;` �} (z }}: ,�Z�y` ,r, 9.99' 8� t ,� .7' z � .��.:z;;�',-� �� LOT 135 e 0• S ' .'L- �< fe7,�.Y t;�',�Y+. 89'3B'ta' W 706.01'r�4► +ti� :; �yl�; . i:�w: ;� ;Y , ' Sr Lc� �.t o . � . � .� }c• ��5 �� $ .} ti ,s �o s�. ", , ,C�'; ' ( { �ziir5.��9 {y± TRACT �C-5� �'r � 7 Zy � ,}S�1 .�. ,t»S».�,�'r;•cy„ ~'�'�'1�.;�`df�,,� COLIMON AREA ��i ` + ���'.�i'� '� i',���@ts. � x�� ;� sY �y� `���� *� `g 5 1 `e ,�a `e �1 � 45 L<1 Zti,�`}l. �2.0�� . � � �t�tc G _ � 9 �� T GEORGINA TERRACE a a �- Q (2a'R/w) (rRacT °a') LOT 136 I a —� w � � � Z� m Q� � I I � J � � � N LOT 137 v PROPOSED: LOWEST FLOOR ELE' ION' LIVING AREA: 90.0C ' GARAGE AREA: OUGH 134, MAP OR PIAT ENTITLED "EILAND PARK ELEVATIONS REFERE AREA 8", AS RECORDED IN PLAT BOOK 66, PAGES 89 NATIONAL GEODETIC OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DATUM OF 1929. MI GENERAL NOTES 1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV, MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA, END 4. *LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. ( *) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. TYPE DESIGNATIO I -�> D G GENERAL INSTALLATION NOTE F = FILLED WITH 1 <5 REBAR AT TOP GROUT i U = JNFILLE D 2. MIN. (1) R Q'D R = RECESSED 3, • 1.1/2" 4. maximum 3r8" aggregate and 8" to 11" slump 4. CLEAR QTY, OF a5 5 REBAR AT BOTTOM MIN, (1) REQ'D vertical cell reinforcing and grouting. REBAR @ BOTTOM 5. 7-, OF LINTEL CAVITY F Prestressing strand per ASTM A416 grade 6, w , 8F16 -1 /1T a 792" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 7 wire per ASTM A510 8. Z 8, Mortar per ASTM C270 type M or S. GROUT NOMINAL QUANTITY OF 9. ' WIDTH #5 REBAR AT R 10. 95 REBAR AT T 11. BOTTOM OF NOM INA: 11 r o LINTEL CAVITY HEIGHT BOTTOM REINFORCING 12. PROVIDED IN LINTE_ " g 7.516 "ACTUAL (VARIES) MATERIALS -�> D G GENERAL INSTALLATION NOTE 1, fc precast lintels = 3500 psi 1 Provide full mortar head and bed joints. 2, fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required 3. grouted per ASTM C476 fg = 3000 psi wr 3, Installation of lintel must comply with the architectural and of structural drawings. 4. maximum 3r8" aggregate and 8" to 11" slump 4. U- Lintels are manufactured with 5.1.2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w,r 5 REBAR AT BOTTOM MIN, (1) REQ'D vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi, 5. All lintels meet or exceed L380 vertical deflection, except lintels 174" and 6. Reber per ASTM A615 Grade 60 longer with a nominal height of 8" meet or exceed L'1 BO Prestressing strand per ASTM A416 grade 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation, 7. 792" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 7 wire per ASTM A510 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 8, Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 A C B D C 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 11 r a coating of stucco applied in accordance with ASTM C -926 or other approved coating 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) " g loads shoud be checked for combine loading with the following equation Applied vertical load Applied horizontal load < 10 Safe vertical load Safe horizontal load J �� �,� �• �•..� 8RF6 -0Bi1T 8F8-0&1T y N. , ' 8RF14 -1130 8F16 -1B /1T 8F16 -0130T . " O OD O • ' J O O O O 8RF22 -1121/ 8F24- 0B/1T, C O 10 O O O 8F280B/1T 8R300B /1T C ®R O O GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB, STANDARD FOUNDATION TO BE 4" CONCRETE SLAB, SEE PLAN FOR MORE INFO. I • il -. • •1 -, • l -. 0 ( UNIT 1501 FIN. F a CLEANED COMPACTED / r - & TERMITE TREATED FILL 1' -8" z 1' -8" CONC. FTG. 1 . -8 « FOR GRADE BEAM WI (3) #5 BARS. CONT, FOUNDATION ONLY, ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O C. 1 TYPICAL 1 STORY 2 -HR. FIRE RATED PARTY WALL SCALE 3/4 " =1' -0" WRAP FRAMING MEMBER W/ 2 LAYERS 58" TYPE 'X" GYP. BOARD EACH SIDE FOLLOW GA DESIGN NO. WP39'0 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. ` FRAMING MEMBER FIRE RESISTANT PLYWOOD SEAL G , YP SOARDiROOF DECKING T T N W/ R IN.ERSEC 10 OC KWOOL FIRESAFE NSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR INSTRUCTIONS (SEALANTS MUST COMPLY WI UL 1479 OR ASTM E 814) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DETAIL SCALE 314" = V -0" PARTY WALL ALTERNATE POWERS STEEL LINTEL 95 REBAR AT TOP MIN. (1) REOD Q 12" CLEAR pppp LJ N M -�> D G C.M.U. G Os� Z k /^1 = Z_ L S r N C w > ai W y 3 Q Q 5 REBAR AT BOTTOM MIN, (1) REQ'D N O n O C (D ` -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT,) ONLY IF NOTED ON LINTEL PLAN 1 Refer to manufacturer's specifications for installation. 2 Contractor to provide proper protection of lintel to prevent rusting, Refer to manufacturer's specifications, 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating, See contractor specifications for approved mamufactu'er products and installation Instructions FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL ENGINEERED WOOD TRUSSES wl VERTICALS SPACED @ 16" O.C. EA. SIDE OF PARTY, WALL ENGINEERED WOOD TRUSSES @ 24" O.C. 2 HR BLOCK D -2 B" CMU *ALL W! #5 BARS VERT, @ 6-8" O.C. MAX. MINIMIPA REINFORCING LAP = 30' NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL 1, CONCRETE BLOCKS* - VARIOUS DESIGNS, CLASSIFICATION D -2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS, 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3%8 IN. THICK, OF NOT LESS THAN 2.1/4 AND NOT MORE THAN 3.1 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLANO CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED, WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1.112 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1), 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION 5, FOAMED PLASTIC' - (OPTIONAL-NOT SHOWN) - 1•P2IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1), THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 (2) ROW 10d NAILS AT 6" O.C. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL GYP, BO. @ CEILING BRACING @ 8' -0" O.C. SEE 1/S -5 SIM O 8 6 4 -01 a J ON I USP HTA20 @ 48" O.C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8' K.O. BLK. TIE BM, WI (1) 45 BAR CONT, LINTEL SCREEN 12' GYP, BD, ON DEL 1x2 FURRING (1 12" THK.) VERT. @ 24" 0.0, W/ MIN. R -4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) 1 �_� MIN. 1, TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6 -318 IN. APART FABRICATED FROM NOMINAL 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO 20 MSG GALV STEEL TRUSS PLATES, PLATES HAV EE 516 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUINCH), FORMING A SPLIT TOOTH TYPE PLATE, EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE THESE POINTS ARE DIAGONALLY OPPOSITE EACIH OTHER FOR EACH PAIR, THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROX. 7/8 IN CENTERS WITH FOUR TOWS OF TEETH PER IN OF PLATE WIDTH, 2 WALL ASSEMBLY - THE 2 HR. WALL ASSEMBLY MAY BE CONSTRUCTED FROM ANY UL CLASSIFIED CONCRETE BLOCKS`. SEE U900 DESIGNS FOR DETAILS 3, GYPSUM BCARD* - 2 LAYERS OF 5/8 IN. AND 1 LAYER OF 5/8 IN. (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY W17H VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.3/8 IN LONG, 0113 IN SHANK DAM AIND 9/32 IN. DIAM HEAD. ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 6D CEMENT COATED NAILS, 1.7/8 IN, LONG, 0,0915 IN SHANK DIAM AND 1/4 IN DIAMI HEAD, AS AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/81N. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. 4, BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID W17H #5 CONT. TYP, 5, HORIZONTAL RIBBON - (2) 1X4 PT HORIZONTAL RIBBON. 6. BATTS AND BLANKETS - (OPTIONAL) - MINERAL FIBER OR GLASS FIBER INSULATION, MAX 8 IN. THICK, PRESSURE FIT TO FILL WALL CAVITIES I BETWEEN STUDS AND PLATES, MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R -13 THERMAL INSULATION RATING). 7, PLYWOOD - 15/32 OR 19/32 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE "C -D" OR "SHEATHING", FACE GRAIN OF PLYWOOD OR STREI'NGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS - MIN 0.019 IN, THICK (25 GAUGE) GALV STEEL, 1 -31 IN, WIDE ON TOP AND 2 -3/4 IN. WIDE AT BOTTOM BY 7/8 IN, DEEP, SPACED 24 IN OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN. ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1.2 N. *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 1 1� MIN. ;UNIT 1399 ( UNIT 1398 Al � LINTEL PLAN SCALE: 3/16"=V-0" 0SEPT. 07, 2011 1 1�� l MIN. MIN. O UNIT 1501 c 8 ON 8 !�l , All L N C ai � u C � V1 N 2 C (D f- N t•M o 0 n O p M p 0 V) ra - C3 C T U a `o Q ro rL M 4= N U O roN� za0� oho 0 a� rn � 0 A C B D C 11 r Erf " g 5. , / 4 ' h L To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing, O N Z � M I Q QjM� Q .L r d . LL Z 1 L` IN Q� Z 4-J u Z J LU -J O fa L!'1 0) Ln V Z Z LU 0 w� J I wZH i >.ZQO M, PZ zr<Ux< = Z Z ~ Z O 0 O W w LU O LU w O Z C N 10 I t o I I � L Z ce 4t 3 w i® Ce w 0 9 c e oO�z Z Z 32 O Z Z W1 �w0�0� O iz - $ U_ W O O Z Q 01 Q Z Z M 0 < �E I� w l ' Z Z O a SCALE ; AS NOTED PLOT DATE : 09/07/2011 VERSION NO, 1 .00 JOB NO: 11- 0958 -0961 SHEET NO, L 1 n n O O O O ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE - ENGINEERED WOOD TRUSSES AT 2' -0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. (2) U WITF NAIL; 1/4" x SOLI CON ROOF FRAMING PLAN SCALE: 3116 " =1' -0" MARK O A B C D E F G H J r. HETA20 HETA16 H2.5A H3 META20 HHETA20 H10 K HD2A * L HD5A * M HD6A * N LU 26 P Q HUS28 R MTS12 S MTS16 T MTS20 U MGT /MUGT V LGT2 HTS 20 SP1 x CONT TEDGER UPLIFT CONNECTION CROSS - REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF SYP SPF 1810 9 - 10d x 1 1/2" HTA20 1615 1585 1810 9 - 1Dd x 1 1/2" HTA16 1615 600 535 10 - 8d RT7A 670 455 320 8 - 8d RT3 550 1450 0 7 - 1 Od x 1 1/2" HTA20 -18 1200 2235 _o S 0 2dN 12 - 1 Od x 1 1/2" r C O M a 00 cna� 990 850 16 - 8d x 1 1/2" RT16A 1030 4455 4455 24 - 16d MTS27B 4685 5260 5260 32 - 16d SINKERS HTT22 5370 2775 2570 5/8" DIA. BOLTS TD2 3435 3705 3130 3/4" DIA, BOLTS TD5 4180 4405 3680 7/8" DIA. BOLTS TD6 6655 5/1115'* 780/875 ** 8 - 10d x 3" JUS26 5101740 (/3325 "" 1550/2540'* 20 - 16d x 3 1/2" THD26 1875/304C 1/5970'* 2705/4510 "" 30 - 16d x 3 1/2" THD28 2330/396: 1000 860 14 - 1 O x 1 1/2" MTW12 1195 1000 860 14 - 1 O x 1 1/2" MTW16 1195 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 3140 3140 22 - 10d X 1 518" A W/ 5" EMBED W/ SIMPc 2150 1850 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 �o a 02 LL 0o9ce o ® (� v z Z a E z W z w aQJa 6' ® z > o oWZ w w O D <QO8 X !� �o U. M I LL � LLJ 1450 1245 24-1 Od X 1 1/2" HTW20 1530 585 535 10- 10d SPT22 715 GT - SP2 1065 605 12 - 1 Od SPT24 895 10d I H P2 605 520 12-1 Od X 1 1/2" (5) . * MINIMUM 3" MEMBER DGE '* REACTIONS ARE FOR ROOF LOADS ONLY :ACH * *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE ;TOR THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER, DROP HIP DETAIL 1 -8 -8 CLEAR GAP BETWEEN (B) TRUSSES ( +l 6 ") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD 9 EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ( "), INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. ( +) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 %0" ON A HORIZONTAL PROJECTION 1315 (A) 1 OR 2 PLY CARRIER R N /—GIRDER TRUSS SEE SHEET D -1 FOR BOLTROOF FRAMING EACH SIDE DETAILS N OF GIRDER r N GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOOK! AND 6 "EMBEDMENT INTO 12" 6 6" 6„ N BOND BEAM AND 2" x 2" x O.C. MAX 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A n E v ./ 1 FOR L -1 ADDITIONAL INFORMATION A 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID 8 .. 0 SECTION AT LEDGER SCALE: 314 " =1' -0" 440/695 1580/2365 2015/3430 905 905 "SET" EPDXY ;SEE PLAN) 9'-4" BOTTOM OF TRUSS FASTENERS I V VU h I it 10 - 10d x 1 1 10- 8dX11/1 8- 8dX11/2' 10 - 10d X 1 1 1 Od X 1 1/23 8 -1 Od 4 - 16d 2 - 16d - 5/8" DIA. BOLTS 3/4" DIA. BOLTS - 3/4" DIA, BOLTS I 71 14-1 Od 14-1 Od 14-1 Od (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS 24-1 Od X 1 1/2" 8 -10d in- 1nrl i UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 N L N C f� N C v (1) D H N 'o 0N000 0 pip 0 v - 70 f� fCd_U w N c N _o S 0 2dN U r C O M a 00 cna� 0 It 0 B ®, 0 c •. t u, \�� 7 / C) BENS,. q1 tJ D • • C r C) Q v, tQ `SATE LL W - �Ot., ' ism ...... W ' '� To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '--q M N M Z � M t OV� M O Q N > rl L CQ G L N \J Z 0) fu J J `p v M V Z S O LU LLJ ce C z J J m Q z G SV z M zz >8a� s a < �=Z © � Ce fY J '8 49 - �pzC z ce l� 0 �o a 02 LL 0o9ce o ® (� v z Z a E z W z w aQJa 6' ® z > o oWZ w w O D <QO8 X !� �o U. M I LL � LLJ C L ¢n O � G~ ri Uj U0 �- z O Z O n SCALE ; AS NOTED PLOT DATE : 09/07/2011 VERSION NO. 1100 JOB NO: 11- 0958 -0961 SHEET NO" 12 i UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501