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Home My WebLink About11-12200 CITY OF ZEPHYRHILLS , 5335 - STH STREET • • • (sis)�so-oo20 12200 � BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:12200 Issued: 8/10/2011 Address: 37607 GEORGINA TER #132 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: 172,685.85 Total Fees: 10,779.68 Subdivision: EILAND PARK TOWNHOMES Amount Paid: 10,779.68 Date Paid: 8/10/2011 Parcel Number: 03-26-21-0250-00000-1320 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 1,763 SQ FT 77. 5. . MECHANICAL FEE 73.92 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 IMPACT FEE-sfr/100% 1,740.00 SCHOOL IMPACT FEE-sfr/ 1% 17.40 TRAFFIC IMPACT FEE 99°/a 3,445.20 TRAFFIC IMPACT FEE 1% 34.80 ��, N� !/ � 7'f � � �e�✓ `c� ll- zi-�� ?J �ckrC2__ I � ,�-�� c��-►u�, � �- � �-- � % " �� (— �� 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 eutra 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 t) 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 ore recording your notice of commencement." CONTRACTOR RE PERMIT OFFI PERMI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER FROM �SYN)NOV 20 2077 23:021ST.23:01/No.7600000264 P 3 wsw..�s e ��ntw i �...r��v.r. � �.+.i«a arr� � �... r .�. r.r ,.�_a.i .�..0 �.�.f•�G:. � �..+. w VCa F��A zC:G i'Ut.l�! Y F-I...i:)C•t:l:i)fa F��'.�F.� :, :I. !:)f- :L C.`.I:l�l7'�tAC�'�C3F: #: A�.97C)p 'I.�iSUE: OF�IGE:� L_ iV(��'iE:� ST'k=ljE'. F2 �i�*f]:TI-I fiF=i::�.:i:F'T iaRJi�i�lNi:: <)�.d�f>'1.��5�8 (�DAFc� �.59i.:; k.'.Ti+lCi JF�i�4ESi GT f.7��'IC'.E:: l,.phFD q LAK'E:.i C.i.i ri�' . C�I�I'.:.::JJFa F'i.. ;;".":is�+ � F"C�N� � FFF�MI'T.# ].� �U CHECk:: !# 087fi�, ;',7��U'l' Ci�:AF:C7]:i�lA TE�i+ ��]. ;�.? t.:�: i�!'1'F't�1C:7C)F+; :t (l ]. 5� 1'O{) TC�7'HL AiwC1l1N'r a 1 q. 5�1 pC:C:hlY CGMF'i�lY AC,'C;OLl�7 C;Ft+�TE� Ai+fUiJNT I)E�iC:�i3:��'T]:Cli+ll��'EF�irIT U�1TA I)firC:f� '1 i. � Ee�hO —�6.�yUQQ -- 2 1 O.�4 �� UL 7 A WAS'T�' FEE b0 F�G�r:E:.:I:�1E�it Iilr i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii � 2011125845 • ' Rcpt:1383156 Rec: 10.00 D5: 0.00 IT: 0.00 08/12/11 L. Sagaslume Dpty Clerk PAULR S 0'NEIL,Ph D PqSCO CLERK & COMPTROLLER 080R2BKl �5�6 iPG� 314 NOTICE OF COMMENCEMENT Permit No. ��z�� Property Identification No. 03-26-21-0250-00000-1320 THE LJNDERSIGNED hereby gives notice that improvements will be made to certain real properiy, 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 (lega[ description :) Lot 132 EILAND PA TOWNHOMES — AREA B Plat Book 66 Pa es 89-92 a) Street Address: 37607 Geor�ina Terrace Zephvrhills 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 Liehtwave 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 $mith -- 15550 Liehtwave Drive Suite 210 Clearwater FL 33760 b) Telephone No.: (7271479-1733 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 71313, 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 ` _�c,,.��_ - � � Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Steve Smith Print Name The foregoing instrument was acknowledged before 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 .��, n � ��J 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 lmowledge and belief. � �r _�- _� �� ti�'��'' KRISTEN P. JOSEPH Signature ofNatural Person Signing Above FORMS/NOC,rvsd2007 ��.`� . Clrs.� = '•:�� - Commission # DD 882627 � `= Expires April 21, 2013 ��g;��.°� eo�aaanrutroyFen�wanoeeoo,�esaots � � ;.. , ! € �p` � ,. "" .. ' ' ` t V,0`�y;�`t-.J> I�•�� ` 't�` ,. ...� ' �, , U 1 � t� �� 1 � �' .( �'_ ,�- , .tJ�`� � C�!'i+lr- L r�s�f :� ;. .. � , � � t��"44`I' l��"4 � � 3�t- �j u `� � � :'� 5 7� Z r �.��7� , ' Lennar Home- 37607 Georgina Trace - Villa # 132 1,763 sq ft. l�G`0� � y 7 o umn SQ. FEET PRICE MAIN OR LIVING: 1,763 $ 97.95 OTHER AREA UNDER ROOF: -$ 88.00 OTHER: - $ - VALUATION $ 172,685.85 FEE SHEET $ 704.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 778.08 ELECTRICAL: $ 158.40 PLUMBING: $ 105.60 MECHANICAL: $ 73.92 SUB-TOTAL $ 1,116.00 RADON: TOTAL $ 1,176.00 SEWER: $ 2,010 00 WATER: $ 641.00 IRRIGATION: $ - TOTAL: $ 2,651.00 WATER METER: $ 308.70 3/4 meter IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 109.92 INSPECTION TOTAL: $ 33.75 PERMIT TOTAL TOTAL: 5 143.67 PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 4,772.72 PARK IMPACT FEES S 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 : a 3,480.00 99% $ 3,445.20 1 % $ 34.80 TOTAL: $ 10,779.68 5 ' L 1,1 �4_1��n �'i� , ' ('��' ��r. ,� {� (4pa : m� I � lil�� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �,��y�� "'rr� Date Received: � — � � � Slte: �J � �o � ��9fLc�re� =l�a � �.�4Ce`#( 3 Z. Permit Type: r/I � l G'�, Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet sh 1 be kept with the permit and/or plans. -��'� � Kalvin Switz Plans Examiner Date Contractor e er (Required en comments aze present) _� � � �: RASCO COUNTY, FLORIDA Permit No. � 2 z0 O Date Permitted Builder Name/Owner Name �,, ��Ctr �eS Control #' County Parcel No. �j3- �� 2-I -�.SZ� — d��- � 3�� SubDiv: � ,� ��d � Address/Location �(n � � �'�t �r � ��Z Classification/Type of Use ��1 � 1� �l)U3Y1 �'lL� ��T�O�' 7RANSPORTATION (MPAGT FEE . Rate: Sq Ft Unit; � 3 Exempt � Yes [� No How Determined ' Impact Fee Amount $ 34 �� • Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ �.�7 S 7' �- d (057) Mobile Home , (058) Other Residential 123) Collection Fee Exempt [� Yes [] No How Determined PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Rec�eation Credit Recreation Total Zone TOTAL AMOUNT $� fe� < 5,�, Exempt � Yes � No How Determined LIBRARY F�E Land Account Land Credit Land Total Facility Account Facility Credit Fac(lify Total Exempt � Yas � No How Determined Total Amount `� RESOURCE FEE ERU � TOTALAMOUNT � Prepared ey Checked Sy NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMUUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMI7TING OFFICE.OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrenpe, but slmply recelpt of a copy of this form, placing lhe bullding permlt owner on notice of thls assessment and fhe condlUons of payment for same. DATE R�CEIVER BY RECEIPT NO DATE BY Pri�t form CITY OF ZEPHYRHILLS UTILITIES WORK ORDER WATER ACCOUNT NO.: DATE: -/D-/ 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: 37607 Georgina Terrace # 132 SHUT OFF SERVICE ❑X OX 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 #12200 � 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: Revised 9/2010 OU SGl. FEET PRICE MAIN OR LIVING: 1,763 $ 97.95 OTHER AREA UNDER ROOF: -$ 88.00 OTHER: - $ - VALUATION $ 172,685.85 FEE SHEET $ 704.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 778.08 ELECTRICAL: $ 158.40 PLUMBING: $ 105.60 MECHANICAL: $ 73.92 SUB-TOTAL $ 1,116.00 RADON: $ 26.45 TOTAL 5 1,142.45 SEWER: $ 2,010.00 WATER: $ 641.00 IRRIGATION: $ - TOTAL: E 2,651.00 WATER METER: $ 308.70 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: 5 - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: S 553.35 SUB-TOTAL $ 4,655.50 PARK IMPACT FEES S 769.56 SIF'S: $ 1,740.00 100.0% $ 1,740.00 1.0% $ 17.40 TOTAL: $ 7,757.40 T I F 'S : $ 3,480.00 99% $ 3,445.20 1 % $ 34.80 TOTAL: $ 10,662.46 Pasco County Parcel: 03-26-21-0250-00000-1320 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, July 30, 2011 Parcel ID 03-26-21-0250-00000-1320 (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 37607 GEORGINA TER ZEPHYRHILLS FL 33542 Market Value $10,725 LeQal D@SCI'Ipt1011 (First 4 Lines) A55e55ed (Non-School Amendment 1) $10,725 See Plat for this Subdivision �'" Taxable Value �10,725 EILAND PARK TOWNHOMES - AREA B PB 66 PG 089 LOT 132 OR 8563 PG 1649 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0100 SFR MPUD 1.00 LT $10,725.00 1.00 $10,725 Additional Land Information Acres 0.06 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 � Year Units �— Value No Extra Features Sales History Previous Owner EILAND PARK TOWNHOMES Year Month Book/Page Type Amount -- No Sales History -- http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&mg=21 &sbb=0250&bl... 8/3/2011 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 13. Foundation supports for A/C units shall be raised at least 3" above finished grade. M 1308.1 14. RetuT air in all bedrooms. F.B.C. M1620.4 15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. 16. 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 reyuired 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 2008 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-OG20 City of �ephyrhilis Permit Application Fax-813-780-0 '�. "'�� Building Department � ` Dato Received • ��, Z. �/� v Phone Contact for Permittin �� 3 y 7G .. 0 3�3 � �� - � ; �; Owner's Name �� Ib N 19�'Q � O/VJ E� Owner Phone Number ?� 7� y'�- /�QQ` �. Ownera Add�ess ��s0 L/ 6NTGvgvE �zio 33��0 GcfARpAq �� Owner Phone Number Fee 3lmple Titlehaldar Name Owner Phone Number --� Fee 3imple Titleholder Address JOB ADDRESS '��(.PQ r �� Z E�y , Cf,l�t�l�S , FG 335�� LOT # ' 3 2- SUBDIVISION ��pN� �,Q�f�, �q. � PARCEL ID# �� ' � �'oZ 1- Q25Q - (�(��Q� o (OBTNNED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR A�D/ALT � SIGN � � DEMOLiSH INSTALL 8 REPAIR PROPOSED USE � SFR Q COMM �� OTHER TYPE OF CONSTRUCTION � BLOCK O FRAME C� STEEL � r' —� DESCRIPTIONOFWORK NFhI CONSTi4 T/Dl� �^ VfG(,/9S BUILDING SIZE � SQ FOOTAGE �] HEIGHT SGL S�E ,. QBUILDING $� � • OO VA�UATION OF TOTAL CONSTRUCTION [�ELECTRICAL $�C,2O � OO AMP SERVICE �' PROGRESS ENERGY Q w.R.E. �� '� [�PLUMBING $ � sC, . OO �MECHANICAL $ 2 � 2 O � VALUATION OF MECHANICAL INSTALLATION OGAS Q ROOFING O SPECIALTY O OTFiER FINISHEO FLOOR ELEVATIONS FLOOD ZONE AREA �YEg Nq BUILDER COMPANY LEJvA��+�- �gI �,�5 SIGNATURE ��.�� Y � N � , Y � Address � SsS� f�. �?/0 G(,fl�Q/1i FL ;,T�JLD � u��# . C6G IS/8!`6 ELECTRtC1AN COMPANY G ��JoroSoN E[-Ef nC/G SNC • SICENATURE REGtSTEFtED Y/ N FEE cx�Ep y Addreaa /03'y .S�/l�i/ . � �0 jG ,33f/ �icense # ' �CODO � f' � PWMBER COMPANY .� M G�/ P.0 d/✓fiC�1H� �� S1�3NATURE REGISTERED Y N :EE �iy;cRE1. � Y {� i Addreaa �032? N E L 33578 _�cense � C�C D�/ S Q Q ; t MECHANICAL COMPANY IjAyoniFT � �M6�N 6 � �F,mN� � 8' �{G SIGNATURE REGISTERED Y� N FEE CU�REti Y�,V Address P �• 80X .'S3 T�0/Nt' �L ��'(r License ii I�CQS S D 6 2— � OTHER ' COMPANY C .�rfRL�NL j /Q�pq�q�y�� .. SIGNATURE REGISTERED Y/ N � Ct�w Y/ N Address y2ll .9 a� uNE 8ura S ��v� f/!u o7 ucense � � C C o 5 � 9 91 I �� RESIDENTIAL Attach (2) Plot Plans; (2) sets of Bt�ilding Plans; (1) set of Energy Forms; R-O-W Permit for r�ew cons�6vc�ion. Minimum ten (10) working days after submittal date. Required onsite, Construction Pians Stormwater Piane �, Sitt Fe� � Sanitary Facilities 8 1 dumpster; Site Work Permit for subdivisions�arge pro�ects COMMERCIAL Attach (3) complete sets of Buiiding Plans p{us a L'rfe Safety Page; (1) set of Energy Forms R-O-W Permit ta r�,,; c� Mirimurr� ten (10} working days after subm+ttal dafe. Raquired onsite, Construction Piars, SEOrmwa� Ptans rx� Stitt Fe� � Sanitary FaciliNes 8 1 dumpster. Site Work Permit for ail new projects. An commercial requ;remeMs must me� comp�nce SIGN PERMIT Attach (2) sets of Enpineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directiona: Filt out application completely Owner & Contractor sign back of applicatior�, notarized Ii over 52500, a Notice of Commencement is required. (AIC upgrades over S750G i " Agent (for the contractor) or Power of Attomey (for the owner) would be someone w�th �otanz=_ �:-e•'��T =�.�_• =__ ��.-_ OVER THE COUNTER PERMITTING (Front of Application Only) ` Reroofs if shingles Sewe�s SeMce Upgrades A/C Fences (PIoVSurvey/Footage) OrNeways-Not over Counter H on public roadways..needs ROW �T�� p�p q�11p�iS; The undersigned understands that this permit may be subject to "deed" restrictjons" ��n C�nty regulations. The undersigned assumes responsibiiity for compliance with any ��'��g � CpNTRACTOR RESPONStBfLiTlES: If the owner has hired a contractor or � tr-e� to be ticensed in accordance with state and locai re�}ulations. If the oarr�.itt � �, �Y �►ay be requ ��red by taw, both the owner and contractor may be cited for a misdemeanor violation I for the �� rf �� c�r intended con�aetor are uncertain as to what licensing requirements may app y E� ,�ey are adv+sed to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- �pg. rn�e, if the oumer has hired a contractor or contractors, he is advised to have the contractor(s) sign , �• =�e "ountrac�or �dc° of �is appl►cauon for which they will be responsible. If you, as the owner sign as the �hat may be an in�ation that he is not properiy licensed and is not entitled to permitting privileges in Pasco ' ��f/�TMpip I�pCTAfI�{Lt�i�SS-iMPACT AND RESOURCE RE�OVERY FEES: The undersigned understands �# ,��_� � a�c� t��oouFSe Recovery Fees may apply to the construction of new buildings, change of ;�,� m e� b�r�s,, or e�r�on. of existing bui�ings, as specified in Pasco County Ordinance number 89-07 and � �� SO und,erstands, that such fees, as may be due, will be iden�fied at the time of p�r�tting It ss �er unde�s�sd that Transpartation Impact Fees and Resource Recovery Fees must be paid prior to ��,�;,,;,� a 4�e �f o�upranc�' or final power release. If the project does not involve a certificate of occupancy or f,�� p� �e, �e iees m� be paid prior to permit issuance. Furtttermore, if Pasco County Water/Sewer Impact f� � �� p�i�pr�r to pefmit issuance in accordance with applicable Pasco County ordinances. �,w�{�G��pp LiLNi,�llff�' 713, Ftcrida Statutes, as amended): If valuation of work is $2,500.00 or more, I � t�t t, i� .appi�. E�e been provided with a copy of the "Florida Construction Lien Law--Homeowner's pro�edi,an Guicie' prepared by the Fbrida Depart�►ent of Agriculture and Consumer Affairs. If the applicant is someone ��rr �e o�",1 c�t g�rat t have obtained a copy of the above described document and promise in good faith to � i�i� U�e `0�' P� � �� 'T: { oertif}r that all the information in this application is accurate and that all work �,y}#� � dane in c�►oe wwith aN applicab4e laws regulating construction, zoning and land development. Application is ��y m�e ta o�in a pe�mit to do work and installation as indicated. I certify that no work or installation has �� p�eor to i�ce af a permit and that all work will be performed to meet standards of all laws regulating ;fl ��, Co�rrty aru3 City c�odes, zoning regulations, and land development regulations in the jurisdiction. I also ' certi�y `� i understand that the regu{ations of other government agencies may apply to the intended work, and that it is � rrr�r �tity to ident�fy what act+ons I must take to be in compliance. Such agencies include but are not limited to: _ "�; pepartment of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentaily Sertsitive t �" �ar�ds, Water/Wasstewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering � .� Vda�urses. - Army Corps a# Engineers-Seawalls, Docks, Navigable Watenruays. _ Departinnent of Health & Rehahilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Se#� Tanks. - US Envicocxoenral Protection Agency-Asbestos abatement. Feclera! Aviatiort A�writy-Runways. ��„��rs�nc} that �e fai�ing+�ic�ons apply to the use of fill: Use of fli E is not a�owed in Flood Zone "V" unless expressly permitted. I# the fill materia! is to be used in Flood Zone "A", it is understood that a drainage plan addressing a °compensating volume" will be submitted at time of permitting which is prepared by a professional engineer iice�sed by the 3#abe ofi Florida. If the fitl matefial is to be used in Flood Zone A in connection with a perrnitted building using stem wall �� • construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of, such fill will not adversely affect adjacent properaes. If use of filf is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are etevated by fill, an engineered drainage plan is required If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in th�s afFidavit prior to commencing construction I understand that a separate permit may be required for electrical work, p�ur�,bi �igns, we14s, pools, air conditioning, gas, or other installations not specifically included in the application. A � perr�it ' styall be construed to be a ficense to proceed with the work and not as authority to violate, cancel, alter, or • set y y provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiri correction of errars in plans, construction or violatians of any codes. Every permit issued shall become invalid unless authorized by such permit is commenced within six months of permit issuance, or if work authorized by � the per+�is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension , may be requested, in writing, from the Building Official for a period not to exceed ninery (90) days and will demonstrate , justifiable cause for the e�ension. If work ceases for ninety (90} consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR AtLURE TO RECORD A NOTICE OF COMMENCEM NT MAY RESULT IN YOUR PAYING TW10E FOR IMPROV TS TO YOUR PROPERTY. IF YOU INTEND TO IN FINANCING, CONSULT WITH YOUR LENDER OR EY BEFORE RECORDING YOUR NOTIC ENCEMENT. FLQRIDA JURAT (F.S 117.03 OWNER OR AGENT CONTRACTOR , �ubsc� it�ad and sworn to (ar affirtn �ore me :i�is Subscribeu �rd swom to (or affrm ) before me� ihis �'I 7�t`+ • 1 � by ✓o t �bY Wh ' personally known t me or hasfiave produced Wh personallv kno�ro_tQma or ha ave produced as identification, as identificatlon. __��`�� - -- ' Notary Public Notary Publlc Commission No. D D �O�[�a� Commission No � � �� Name of �lotary typed, printed or stamped Name of Notary typed, printed or stamped • ""tr�. KRISTEN P. JOSEPH .:�a� '''"" "�•., KRISTEN P. JOSEPH � :,. :,� Commission # DD 882627 *��''.. :�a a: Expires April 21, 2013 � ;�: Commission # DD 882627 ,;�, ,, o� Expires April 21, 20'13 ��f��'� BnndedThn, royFainlneuair.e80�-38 �'�rP��'� ,nndedT! ., �.yFainlnsurence80� 385-7019 FORM 11fl0A-08 FLORIDA EN�RGY CQQE FOR BUILD�., _ G�_ � STRUCTION Florida�'��'�"�`'r�`«m��f Community Affairs Residential�P � �' ethod A Project Name: 1399 ST LUC Bui(der Name: LENNAR HOM S Street: � lp(J��o �'l�i �1/�C,�.� Permit Office: ��c� c,�� 2C �hy �h�,�S City, State, Zip: , FL ,'Z� h Y � J�..� Permit Number ( � , � 1 t�wner LENNAR HOMES Jurisdiction: � i��pv v Design Location: FL, Tampa � 1. New construc6on or �xisting New (Frvm Flans} 9. Wal! Types {1680.4 sqft.) Insulation Area 2. Single family or multiple #amify Multi-family a. Cancrete Bfock - int Insul, Common R=4.1 933.33 ft� b. Concrete Block - Int insui, Exterior R=4.1 522.67 ft' 3. Number of units, if muttipie family 1 c. Frarrte - Wood, Adjacen# R=11.0 224.00 ft� 4 Number of Bedrooms 2 d_ NfA #Z= ft' 5. Is this a wocsi case? Yes 10. Ceiling Types (1400.Q sqft.} Insuiation Area &. Canditianed floo� area (ft�} 14pp a. Under Attic (Vented} R=30 0 14UE}.Od ftz k�. N!A R= ftz 7. Windows(128.0 sqft.) �escription Area c. N!A ft= ft� a. U-Factor. Db(, U=0.55 64 QO ftz SHGC• SHGC=0.32 11. Ducls b. U-Factor• Dbl, U=0.52 32A0 ft' a- Sup: Attic Ret: Attic AH: Interior Sup R= 8, 290 ft SHGC. SNGC=0.3Q 12. CoaEing systems c. U-Factor: DbI, U=0.51 32.Q0 ft= a. CenVal Unit Cap: 23.0 kBtu/hr SHGC SHGC=0.33 SEER:14 d. U-Factor: NJA � 13, Neating systems SHGC; a. ECectric Ffeat Pump Gap. 23.Q kB#uJhr e. U-�actor. N!A � HSPF.8.2 SHGC: 14. Hot water systems 8. Floor Types (iA00.0 sqft.} Insulation Area a. Efectrie Cap: 40 gailons a. SlairOn-G�ade Edge Insulation R=0 0 14Q0.00 ft� EF: 0.92 b. N/A R= �' b, Conssruadon features c. N/A a= � None 15. Credits Fstaf Glass/Floar Area: p.0g1 Total As-Built Modified Loads: 25.34 PASS T4tal Baseline Loads: 31.36 I hereby certif}r that the plans and specifications covered by Review of the plans and Q �'�H� Srqr this calculation a�e in compliance with the Florida Energy specifications covered by this �, �p Code. ca2culation indicates compliance �'v�•,,,"''�- `�'� with the Florida Energy Cade. ��; „��,'� .:� ��'°��='�„�p ..,, ., :. .,, . . •,., PREPARED BY: _ _ __ __. _. __ ____.___ _ __ Before constructian is campleted r� �;�;;, ' '' " � DATE: ------ -_ - _.-_ - -__-.__,.- -, _ - __ this building will be inspected for �� _ , E` _ � campliance with Section 553.908 .�, � ° , _ I hereby certify thaf this building, a� desi s in c pliance Florida Statutes. f,�� ,S with the Flarida Energy Code. C�D �.�� C?WNER/AGENT: _ BUfLDING OFFE IA : __ _ ____ .__..._.. DATE: ---- _. _.. .. DATE: � �9 l _ _ _ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with N1110.A.3. b/12J2011 8:52 AM EnergyGauge� USA - FlaRes2008 Page 1 of 5 FC3RM 11d4A-08 FLQ�IQ�A► EN�RG�Y'._ : CI�DE FQR BU1LC�� STR�UCTIt3N - � . . �� ;.. -� _.:�� -�---�� 1bt -, e i "Community�`�"�"��dentiai Pe ethod A Projeot IVame: t399 ST LtICIA �uiider tJame: LENNAR NOM�S Streef: Permit Ofifce� C`_�E` r �' c: �% C'�i��`�:.> City, State, Zip; , FL `�,��t�yr�1�" J��! Perrnit Number Owner LENNAR NOMES Jurisdlctlon: Design. Location. �L, Tampa - _- ..,�,,.;_ 1 New construction or existing hlew (From Pians) 9, Wall Types (1680 0 sqft.) Insulation Area 2. Single family or multlple famity Multi-family a. Concrete Biock - lr�t Insut, Common R=4 1 933.33 ftx 3. Number af units, if muEtiple family j b ConCrete Biock - tnt insui, �xterior R=4 1 522.67 ft' c. Frarne - Wood, Adjacenf R=11.0 224,00 tt' 4 Flumber of Bedrooms 2 d, N/A R= tt= 5_ is this a wnrst case? Yes 1p. Ceiting 7ypes (1400.0 sqR.j Insulation Area 6. Gonditioned floor area (ft') 1400 a. Under Aftic {Vented} R=3b 0 1400 Op ft; b. N/A R= ftx 7. Windsaws(128.0 sqfi.) Descriptiort Area c. NIA R= {� a. U-Factor_ Qbi, U=0.95 64.00 ftz &n�iC' S{i�c,=(}.�2 11 t"�iirtg b. U-Faator• Dbi, U=0.52 32,pfl ft= a. Sup: Attic Ret: Attic AH: Interlor $up. I2= 6, 290 ft' SHGG: StiGC=0.3Q 12. Coating systems c. U-Facto€: Dbi, U=0.51 32.00 ftz a. Central Unit Cap: 23 0 kBtulhr SHGC: SHGC=0.33 5EER:14 d. U-Faetor: NIA � 13. Heating systems SHGC; a. Electric Heat Pump Cap: 23.0 kBtu/hr e. U-��ctor' N!A fta HSPF. $.2 SHGC: 8. Floor T q} 14. Hot water systems ypes (140Q.0 s R. tnsulatibtt Area a. Etectric Cap: 40 gallons a. Slab-On-Grade Edge insulation R-D.6 1400.Q0 ft� EF. n 92 b. N/A �= �Z b. Conssrvation features c. N!A �_ � None 15. Credits Pstat Glass/Flaor Area: 0.091 Total As-Built Modified Loads: 25.34 pASS Totai Baseline Loads: 31.36 i hereby certify that t#�� pfans and specifications covered by Review of the plans and �.� �K� STqr�, this calculatlon are in compiiance with the Florida Energy specifications cavered by this T_ p Co �� . ca(culation indicafes comptiance ��,,, �= �,�.� � with #he Flarida Energy Gode. F� �,�„ ,:' .��,..:.'s �p PREPARED B�'': _ - — ----.--- -._ Before construction is camplefed r� r:=`; . _ � � � - - - ,,, DATE: ..� __ _ __ _ ___—_ ____ _. _ _. ___ _ _. this building will be inspected far � ._,�_.� ^ ,�,, corhpliance wfth Section 553.908 � � ,� I hereby certify that this buitdirtg, a� d�si mp�� Eorida Stafutes. � y ,�, wifh the Fforida Energy Code. 1 ; Ca �.�t) flWNER/AGENT: __ - BUfL[71NG aFF1GiAL: .�!'�- -_._._. DATE; ------ - _ DATE: _. _.. .�.a,�{.- !� - Compliance �equires c�rtificatian by xhe air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in ,�ccctrdance with N111U.A.3. 5/12YL011 8:�2 ,4M EnergyGauge� iISA , F[aR�20q8 Pagg 1 0� 5 PROJECT Titie: 3B9 ST LU Bedrooms: 2 -�- A ��-Type: Street Address Buitding T`yp�Buiff Conditioned Area: 144� _.w,,,.;f�i....-,- _ Owner LENNAR HOMES Total Stories: 1 Block/SubDivision: # af Uniis: 1 Worst Case: Yes PlatBook: Builder Name: LENNAR HOMES Rotate Angle: 94 Street: Permit Office: Cross Ventilation: No �ounty PASCO Jurisdiction: Whote House Fan: IWo Cify, State, Zip. Family Type: Multi-family - F�- , New/Existing: New (From Pfans) ` � - Gomment: '- CL(MATE � IECC f7esign Temp Int design Temp Heating Design Daily Temp Design Location TMY Site Zane 97.5 9'a 2.5 °la Winter 5ummer Degree Days Ma€sture 12ange FL, Tampa FL TAMPA_INTERNATI 2 39 91 75 ?0 &45.5 54 Medium F�oo�s # Flooi Type Perimeter R-Value nrea Tile Wood Carpet 9 Slab-On-Grade Edge insulaiio 8fi ft 0 1400 ftz 0.35 0.35 0.3 RaoF � - Roof Geble Roof Solar Deck � # Type Materials Area Rrea Color Abso� Tested tnsuL Pitch t Hip Composi6on shingtes i 516 R= U ft Medium 0.8 N 0 22.6 deg ATT{C � # Type Ventilation Vent Rat3o (1 in} Area RBS IRCC - ---------._____ . _. __.__._.. ._.. ._ . _ ._..._ _..._.. _..._. .._. _.. 4 �uH attic Vented 30q 1400 ft' N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 140q ft 0.1 Wood WALLS / Cevity Sheathing Framing Solar `� # drnt Adjacent To Wail Type R-Value Area R-Value Fraction Absor. 1 N=>E Exteria� Concrete Block - Int Insul 4.1 326.66fi6 0 4 0.8 2 S=>W Garage Frame - Wood 11 224 f#z 0 0.25 0.01 3 S=>W Exterior Concrete Block - int insui 4.1 196 ft' 4 0.75 4 W=>�1 IYeighbor Concrete Block - tnt Insul 4.1 560 ft' U 0.09 5 E=>S Neighbor Cancrete Block -(nt insul 4.1 373.3333 0 0.41 5t92/2011 8:52 AM EnergyGauge� USA - FlaRes2008 Page 2 of 5 000Rs --a#:_ C3mt_- Daor Type StoE1?ts __ U-Value Area �� , � y - �-_- - - _..:w�i��:,� ��' Wood --- - - ----- "___ ..'.''�- 0.39 il 77777 - — - 2 S=>W insulated Nnne 0.4800Q0 20 ftz wiNaows Orientation shown is the entered arientation (_> chan ed to Worst Case. / Overhang �i # Ornt Frame F'anes NFRC U-Factor SHGC Storms Area Depth 5ep8ration lnl Shade Screening , 1 S=>W Metal Low-E Double Yes 0.52 0.3 N 32 ftz 1 ft 0 in 9 ft 6 in HERS 2Q06 None 2 41=>E Metai Low-E Doub6e Yes 0.51 0,33 N 32 f# 1 ft Q in 1 ft 8 in FiERS 2006 None 3 N=>E Metal Low-E Doubie Yes Q.bS fl.32 N 64 ft 8 f# 0 in t ft 6 in HER3 2006 None INFIL7RATION 8, YENTING / ---- Forced Ventilarion --- Run Time Fan V Methad SCA GFM 50 ACH 50 ELA EqLA 5uppty CFM Exhaust GFM Fraction Watts Oefault 0.00036 1322 6.03 72.6 136.5 0 cfm Q cfm q d GARAGE # Flaor Area Ceilin Area Exposed Wal1 Perimeter Avg. Wail Height Exposed Wall insulation ----- --.. _...- - .. _ 1 253 ft' 253 ft= 23 ft 9.4 $ 1 CQOLING SYSTEM # System Type Subtype E�ciency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 23 kBtulhr 690 cfm 0.75 sys#1 HEATING SYSTEM # &ystem Type Subtype Efficie�cy Capacity Ducts ____------ — — - - - - 1 Eiectric Heat Pump None HSPF: 8.2 23 kBtuihr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation - --------- - - ----- --- - - -- .. 1 Electric 0.92 4� gai 50 gal 12fl deg Nons SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Cofiec.tor Model # Area Valume FEF None None � __._.._..-.- �_ - - ------ 5/12/2011 8:52 AM EnergyGauge� USA - FlaRes2008 Page 3 af 5 � DUCTS ?�-�� - ---- Suppiy -- — Retum — - -- _ - - _ Air Percent - Location R-Value Area location Area �- . �Type-!'�flandier GFM 25 Leakage QN RL� --_��_ .� 1 Attic 6 29� ft Attic 16 ft' Default Leakage interior (Defauli) {Default) °10 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CooGng (X Jan [X] Feb (X Mar [Xj Apr [X May X] Jun [X Jul [Xj Aug [X Sep [X] Oct [X) Nov X Dec Heating E� Jan [X] Feb E X� Mer E X] Apr [X� May �Xj Jun EX� Jul EX) Aug E X� SeP [X] Oct EX] Nov Dec Veniing X Jan [X] Feb X) Mar X] Apr [X May X] Jun X Jul XJ Aug XJ Se [X] Oct X] Nov Dec Thermostat Schedule: HERS 2046 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 _ . _ _ - --- - --- - -- -- ------ --- - Cooling {WD} AM 78 ?8 78 78 78 78 78 78 80 80 80 8U PM 8a 80 78 78 78 78 78 78 78 78 7$ 7$ Cpoling (WEH) AM 78 78 78 78 78 78 78 78 78 78 7$ 7$ PM 78 78 78 7$ 78 78 78 78 78 78 78 7$ Hea#ing (WD) APIf 68 68 68 66 66 68 68 68 68 68 68 68 PM B8 68 S8 68 B8 BS &8 88 68 68 66 66 Neating (WEH) AM 66 66 68 66 66 68 68 68 68 B8 68 6$ PM $$ S$ 68 68 6$ 68 68 68 fi8 88 66 66 5/12/2011 8:52 AM EnergyGauge�J ttSA- FiaRes20Q8 Pags 4 af 6 FORM 1i00A-08 _ _� .- .:�.. Code Comp��anc�Checklist � .__ __. a�• �"�` �� -� Residential Whole Buiidi' � rfo"��'nce Method A- Details '�� ADDRESS: PERMIT #: , FL, _ _ INFILTRATION REDUCTION COMFUANCE CHECKLIST __ . .�. �. COMPONENTS ' SECTION ` REQUIREMENTS FDR EACH PRACTICE CHECK Exterior Windaws & Doors � N1106.AB.1 1 Maximum; 3 cfm/sq.ft. window area; .5 cfm/sq.ft. door_area._ Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip ar seal between; windows/daors & #rames, suROUnding wall; foundation 8� wafl so#e or si11 piate; joints between exterior wall panels at corners; utility penetrations; between wall panels & toplbottom plates; between walls and floar. EXGEPTION: Frame waus where a continuaus infiltration barrier is installed that extends from, and is sealed ta, the foundation to the -- - -- — -- _ __-- tap_plate. - --- -- - � Floors N1106.AB.1.2 Penetrationslopenings > 118" seafed untess backed by truss ar � joinf inembers. EXCEPTION: Frame floors where a confinuous infiftration barrier __ __ , is installed thet is sealed to the perimeter, penetrations and seams. __ Ceilings N1106.A6.12 8etween watls & ceilings; penetratians of ceiling glane to top floar; araund shafts, chases, soffits, chimneys, cabinets seated ta continuous air barrier, gaps in gyp board & fap plate; attic access. , EXCEPTIOIV: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and , ' seams. Recessed Lighting Fixtures N 1106.AB.1.2 Type !C rated with no penetrations, seated; ar Type IC or non-IG , rated, installed inside a sealed box with 1/2" elearance & 3" from ; insulation; or Type IC with < 2.0 cfm from conditioned space, � tested � :.. ..____.. _ _ ..�.___��.__. - ----- -- - - Mufti-sto Houses N1106_AB.1.2 r Air barrier on perimeter of floar cavity_between floors. _ _.._..._...--- -.. _. -T Addifional Infiltration r�qts N1106.AB.1.3 � Exhausi fa�s vented to outdoors, dampers; eombustion space ' � heaters camply with NFPA, have combustion air. j OTHER PRESCRIPTIVE MEASl1RES {must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS i CHECK _.. ..__._.._..--- - -. _ ___..._. ---.._.._-- -.. ._. -- Water Heaters N1112,A8.3 � Comply with efficiency requiremer�ts in Table N1112.ABC.3 � Switch ar clearly marked circuit breaker {electric) or cutoff {gas) , _ � must be provided. E�cternal or builf-in heat trap required. ; Swimming Pools & Spas ♦ N1112.AB.2.3 5pas & heated paals musf have covers (except solar heated}, Non-commercial poflts must have a pump timer. Gas spa & pool ! heaters must have a rninimum thermal efficiency of T8°lo. _ � Heat_ pool heaters shall have a minimum CUP of 4.0. ' 5hower heads ? N11 i2.AB2.4 Water flow must be restricted to no more than 2.5 gallons per � minute at 80 PSIG. _. _... _..-- -- ----___ __ - - _. _. — - - � - -- Air Distribution Systems � N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically ettached, sealed, insulated and installed in accordance with the criteria of Section tV1110.AB. � Ducts in unconditioned aftics: R-6 min. insulation. �. , _ _ ___.__. .__.._......--- -- __.. HVAC Cant�aEs N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. _ _ . __ Insulatian . id1104.AB.1 � Ceilings-Min. R-19. Common walls-frame R-1'f or CBS t2-3 both N1102.B.1.1 sides. Cammon ceiling & floors R-11. 5J12/20t 1 8:52 AM EnergyGauge� USA - FlaRes2448 Page S of 6 ENERGY PERF . MANGE LEVEL (EPL�� _� A - y _ _ - AY CARD ,�_��.w�. ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The Inwer the EnergyPerformance Index, the more efficient the home_ , , F�-, 9. New construction or existing New {From Pla�s) 9. Wa8 Types tnsulation Area 2. Single family ar multiple family Multi-family a- Goncrete B4ock - Int Insul, Common R=4.1 933.33 ft' b. Concrete Btock - int tnsui, Exterior R=4 4 522.67 ft 3. Number af units, if muttiple family 1 c. Frame - Wood, Adjacent R=T 1 0 224.00 ft 4. Number of Bedrooms 2 d, N!A R= ft' 5. !s th'ts a worstcase? Yes 10. Geiling 7ypes lnsulation Area 8. Ganditioned floor area (ft� 14ot? a. Under Attic {Vented) R=30.0 1400.00 ftz b. N/A f2= ftz 7. Windows"* Description Area c. N/A R= ft= a. U-Factor. Dbi, U=0.55 64.00 ft' SHGC� SHGC=0.32 '11 Ducts b. U-Factor. Dbt, U=0.52 32.d0 ftz a. Sup: A#tiC Ret: Attic AH: trtte�ior Sup, R= 6, 290 ft' SMGC: SHGC=0.30 12. Cooling systems c. U-Factor: Dbl, U=0.57 32.00 ft� a. Centrai Unit Cap: 23.Q kBtu/hr Sti('aC. SFiGC=0.33 SEER:14 d. U-Factor� td/A � 13. Heating systems SHGC: a. Electric Heat Pump Cap: 23.4 kBtuthr e. U-Factor: N!A ftz HSPf.8.2 SHGG: 14 Hot water systems 8. Floor Types lnsulation Area a. Electric Cap: 40 gaElons a. Slab-On-Grade Edge Insulation R=0.0 1404.00 ft' EF D.92 b. N/A R= � b. Canservation feafures c. NlA R= ft= N �� 15 Credits Pstat I certify thak this home has campfied with the F'lorida �nergy E�ciency Code for Building THF sr�' Construction through the above energy saving f atures which will be installed (or exceeded) a�` ��`�' in this home before final inspection. Othe ' ne PL Display Card will b comp ted ��v�'�,,,'�: ;� �, based an installed Code compliant feat �- �,. °s�:�:; ', '` � � Builder Signature: Date: � Z � �( � ;�;�a � ,� _.. .._. _.... _. "s� 6 • �, - .- '� � � re°' �s Address of Rlew Nome: �')�pd'7 ( �� ,= City/FL Zi p : ' 7, �n 1 ��t_`1e. . r '�'c� �� _r _l�T ��_.____�. 11 �.,. ��..� �� 3��2 ° �� Department of Gammunify Affairs at (850) 487-1824. "'`Label required by Section 13-104,4.� afi the Florida Building Code, Building, or Section 82.1.1 r�f Appendix G of the Florida Building Code, Residential, if nat DEFAllLT. Ene€gyGauge�7 USA - �IaRes2008 Lvad Short Form .�ob: 1399TH - � - wrightsoft� oate 3123/11 Enti_.r.� .l�v_� _ � -�¢�� -- - _ -- q a -- .-. . - �..:.:;��- � ..�: ' • - . � For: LENNAR H�MES i - • • s Htg Clg Infiltration Qutside db (°F) 29 92 Method Simplified ir�side db (°F} 70 75 Construction quality Average {7esign TD (°F) 41 17 Fireplaces 0 Daily range - L Inside humidity ( 30 50 Moisture differenr.e {�rllb} 14 52 HEATING EQUIPMENT CGIOLING EQUIPMENT Make �ENNOX Make LENNOX Trade MERIT � Trade � MERIT Model 14HPX-024 Cond 14HPX-024 ARI ref no. 1275797 Coii CBX26UH-024 ARI ref no. 1275797 Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 8tuh @ 47°F Latent cooling 0 Btuh Temperature rise fl °F Total cooling Q Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor O.Q45 cfm/Btuh Air flow fiecta� t3.053 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Laad sensible heat ratio 0.80 R�OM NAME Area Htg laad Clg laad Htg AVF Clg AVF (ft�} (Bfuh) (Btuh) (cfm) {cfm) MAStER BED 203 5340 3570 241 189 MASTER BATH 1Q4 153 199 7 11 MASTER VVIC 78 115 149 5 8 FLEX ROOM 138 2a3 515 9 27 GUEST BATH 110 161 211 7 i1 BED 2 168 4075 2612 184 138 FOYER 70 1697 746 ?7 40 LAUNDRY 60 1422 1108 64 59 KI7CHEN 196 288 1685 13 89 LIVING/DINING 273 4257 4295 192 278 Bql�ic values have beert ma»r�a(!y overrldden Printaut eerfified by ACCA to meet ali r�quirements of Manuat J 8th Ed. ,��..., wrightsof�^ ��htw°itel� Universa17J.19 RSU05714 2q11-May-11 15:59:40 �C� �AC EatimatingVLOADStLENNAR 2Q11 LOADS\1399 TH.rup Calc = MJ8 Orienfallon = W Page 1 Entire House 1�400 77709 15490 800 8t3A! Qther equip loads 1332 565 - ' Equip. @ Q:��1.,. -� 15249 ...�;�.. . _� j - . . Latent cooling 3954 TQTALS 14QQ 19042 192Q2 SQO St3l! SoldNtalfC velaes have been manuaUy averYidden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. :.�, - R* - wrigF�tsoft� Right-Suite�Universa171.t8RSU05714 2011-May-1115:58:40 �C� F:INVAC EsNmaHnglLOA0SILENNAR 2011 LOADS11399 TH.rup Calc = MJB Orientation = W Page 2 Pra ect Summa Job: 1399 TH �- wrightsoft° 1 � Date: 3l23111 Entire House 8.�: JP � .. _ - ��:- - - - = --�- _. �� _�� ..._�.. � __--....;�.....:;�, ` i • • • For. LENNAR H�MES tVates: � � • • Weather. Tampa lnti AP, FL, US Winter Design Conditions Summer Design Conditions �utside db 29 `F Outside db 92 'F lnside db 70 °F Inside db 75 °F Design TD 41 °F Design TD 17 °F daily range L Relative fiumidity 50 °10 Moisture difference 52 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15826 6tuh Structu�e 12983 Stuh Ducts 1883 Bfuh Ducts 2107 Btuh Central vent (30 cfm) 1332 Btuh Central vent (30 cfm) 565 Btuh Humidification 0 Btuh Blower d Btuh Piping 0 Btuh Equipment load 19042 Btuh Use manufacturer's data n Rate/swin multiplier 0.97 Infiltrati011 Equipmen�sensible load 'i5249 Btuh Method Simp��fled Latent Coaling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2569 Btuh Ducts 349 Biuh Heating Coaling Central vent (30 cfm} 1a36 Btuh Area (ftZ) 140c1 1400 Equipment latent load 3954 Btuh Volume (ft') 13160 13160 Air changes/hour 0.45 0.23 Equipment total load 192Q2 Btuh Equiv. AVF (cfm) 99 50 Req. total capacity at 0.74 SFiR 1.8 fon Heating Equipment Summary Caoling Equipment Summary Make LENNOX Make €.ENNOX Trade MERIT Trade MERIT Model 14HPX-024 Cond 14HPX-024 ARI ref no. 1275797 Coll CBX26UH-024 ARI ref na. 1275797 Efficiency 0 HSPF Efficiency Q�EER Heating mput Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0°F Total cooling 0 Btuh Actual air flow SQO cfm Actual air flow 8D0 cfm Air flow factor 0.045 cfm/Btuh Air flow factor �.053 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.8Q Bo/d�lW/JC valuss haye Deen manually overr/dden Printout certified by ACCA to m eet all requirements of Manual J 8th �d. � -�{,F_ ,��..�,� Right-Suite� Universal7_7.19 RSU05714 2D11-May-11 15:59:4p ,q�� F:1�iVAC Estimatirn,�lIOADSSLENNAR 20i 1 LOADSN 399 TH.rup Calc = MJB Orie�taUon = W Page 1 September 15, 2011 ,, �;}, ��, t�' �� ( � �' �'� � � City of Zephyrhills � ( , � `� � 5335 8` Street � � -. Zephyrhills, FL.33542 � To Whom It May Concern, Please revise the following permits per the engineered letters. Permit# 12201 37611 Georgina Ter Lot: 131 -! L�� Permit# 12200 37607 Georgina Ter Lot: 132 Pennit# 12199 37603 Georgina Ter Lot: 133 �� Permit# 12198 37601 Georgina Ter Lot: 134 � Y � $..-!'�� (pp�(� If you have any questions please contact the office at (727) 479-1740. Thank you for your cooperation. Sincere 'ssa Holleran Permit Coordinator Lennar Homes Central Florida Division 15550 Lightwave Drive, Suite 210 Clearwater, FL 33760 • Phone: 727-479-1700 • Fax: 727-479-1707 LENNAR.COM Q �� 500 North Maitiand Avenue Suite #101 Maitland, FL 32751 P: (407)814-2125 � F: (407)880-2309 � E: infoC�3fdseng.com - Website: www.fdseng.com EN�INEERING ASSOCIATES September 8, 2011 Building Department Ref: Lennar Homes Model: Town Homes LotB lock: 0131-0134 Subdivision: Eiland Park Villas Address: Lennar Job#• MKDA/FDS#: 11-0958-0961 PERMIT# 12199 To Whom It May Concern, Per the request from Lennar Homes on 9/6/2011, we have reviewed the option to revise the 1/L1 party wall detail between building units. The detail GA File # WP 3910 has been removed and replaced with UL Design # L554 2-hour fire rated party wall. Sheet 10 has been revised to show trusses at the unit separation walls with proper connection to wall below. Please find the replacement sheets for the lot release mentioned. All revisions have been revised and clouded. If you have any questions, please do not hesitate to call. Sincerely, \\\`\��GAfR��t1� ��,�� f • � �� •� �,�.�•� 6 ��t � � : • • � � �•'• �� r �� ' � �C�I A. � wn�,E.� � ,: ��#��1� �c'6 • Z .= �/�2(3� D p ' � � � i �y �' ��1� A� , � . �C `� ,// ��/i� r• F N G I N E� ��Busine •» p�y� ss with a Service Mindset and an Eye for Detail �� `' 500 North Maitland Avenue Suite #101 Maitland, FL 32751 P: (407)814-2125 � F: (407)880-2309 � E: infoC�3fdseng.com ' �� `"�� Website: www.fdseng.com ENGINEERtNG ASSOGtATES September 8, 2011 Building Department Ref: Lennar Homes Modei• Town Homes LotBlock: 0131-0134 Subdivision: Eiland Park Villas Address: Lennar Job#: MKDA/FDS#: 11-095 8-0961 PERMIT# 12201 To Whom It May Concern, Per the request from Lennar Homes on 9/6/2011, we have reviewed the option to revise the 1/L1 party wall detail between building units. The detail GA File # WP 3910 has been removed and replaced with UL Design # L554 2-hour fire rated party wall. Sheet 10 has been revised to show trusses at the unit separation walls with proper connection to wall below Please find the replacement sheets for the lot release mentioned. All revisions have been revised and clouded. If you have any questions, please do not hesitate to call. Sincerely, , �� t ; 5 �,'.,i4, ��'s! d i 9'. fi�'j,.r0 g� �� 1 r f ��9 ��,L �..'r �+R� �r f °'�✓ ; v.`� .�� . r. �� /� ��, e�• �, '� �� ' ,. � j. �:°� „� •°� + � - �(,� '� � ,� a� �` °. � � _ _ � c.�.�� ,, rn ° � _ � � ;r � � � y � �ai1 rc�,q�, �E: � � 0 i .� .%� ° ° !�!$92��,�'' •'' � ,�..� •7''f ��,.i::� ' t� 4 � `y �� t~ � "Doing Business with a Service Mindset and an Eye for Detail" 500 North Maitland Avenue Suite #101 Maitland, FL 32751 P: (407)814-2125 � F: (407)880-2309 � E: infoC�fdseng.com x # Website: www.fdseng.com ENGINEERtNG ASSD�IATES September 8, 2011 Building Department Ref: Lennar Homes Model Town Homes LotBlock. 0131-0134 Subdivision: Eiland Park Villas Address: Lennar Job#: MKDA/FDS#: 11-0958-0961 PERMIT# 12200 To Whom It May Concern, Per the request from Lennar Homes on 9/6/2011, we have reviewed the option to revise the 1/Ll party wall detail between building units. The detail GA File # WP 3910 has been removed and replaced with UL Design # L554 2-how fire rated party wall. Sheet 10 has been revised to show trusses at the unit separation walls with proper connection to wall below. Please find the replacement sheets for the lot release mentioned. All revisions have been revised and clouded. If you have any questions, please do not hesitate to call. Smcerely, `,�; D� 1P �?' `• � �J c .,�,� Q.�� C, rtit •, . � , �� o> .., e, — '"- � Z� �. � ti,,, ' . ' G �.� � a m � �� ,n� ' , � ^� , =" � cn r' �, 'c-�, ,� .=- :% N (� � A �`P.E.,:' � � . �6 ,,,.•.•• ,� � 9 1 �NGiNEE� ��`.,�� //l11I) I111t1�� "Doing Business with a Service Mindset and an Eye for Detail" 500 North Maitland Avenue Suite #101 Maitland, FL 32751 P: (407)814-2125 � F: (407}880-2309 � E: infoC�fdseng.com ` � Website: www.fdseng.com ENGINEERING ASSC3C{ATES September 8, 2011 Building Department Ref: Lennar Homes Model: Town Homes LotlBlock: 0131-0134 Subdivision: Eiland Park Villas Address Lennar Job#: MKDA/FDS#: 11-095 8-0961 PERMIT# 12198 To Whom It May Concern, Per the request from Lennar Homes on 9/6/2011, we have reviewed the option to revise the 1/L1 party wall detail between building units. The detail GA File # WP 3910 has been removed and replaced with UL Design # L554 2-hour fire rated party wall. Sheet 10 has been revised to show trusses at the unit separation walls w�th proper connection to wali below. Please find the replacement sheets for the lot release mentioned. All revisions have been revised and clouded. If you have any questions, please do not hesitate to call. Sincerely, e � \ \Uilil(�Pt!/ll�,�� / ```��°�� GARL ,� �fo;� . `': �� :' • LiC� `-� �''�"', �� : �.��r r� `: : � � , Q "� �j s� � �� ' �__ � • � �,�� `,d} � � �'' �W��. � ��s�,l�t A .: -' � : 9/ '-••.....•••' . � �/l�� N G 11 `; � "Doing Business with a Service Mindset and an Eye for Detail" 11/14/2011 9:00:14 AM —0500 FAXCOM PAGE 2 OF 2 From: 11/14/2011 08:14 #601 P.001l001 . e � . ��•�. �� ,.�,��_':�> s,•„� � v � . �� City of Zephyrhills: � 3`. Building Department ��..- .. , . ,, _ ,- ..°` µ �� Fhone: (813)-780-0020 - Fax: (813}-780-OU21 � � . ` �� ; , �. ------- � --------------------------------------- ---------------- � � TO: Pro ess Electnc Fax results FROM: Jackie ; � FAX: 1-86b-550-9755 FAX #: � � � � DATE: 11/14/2011 # OF PAGES: 1 of 1 � � Received by: John Eifler Time: 08:24 � � � � ' � � � ' � MESSAGE: Hello my nanae is Jackie and I have 4 units that need to be releaseri for � � permanent power. Conld I please receive confirma8on by your signature and time sigaed � � above this will go in the file showing that this was called into your office for release. � � ; The addresses are: � � � ; 37611 Georgina Ter Permit# 12201 � ; 37607 Georgina Ter Permit #12200 � ; 37603 Georgina Ter Fermit# 12199 � ; 37601 Georgina Ter Penmit# 12198 � � � � � � � � ; Thank you � � � ; Jackie � ' � � � � � � � � � � � � � � � � � , � � � � � � � � � � � ' 1 I � I � I � I ' i ' 1 , t �_...___,__........._..._.�_�.._�..,.__ _..�,��....��__�____ _______ _ ____._�__.__...___^_�_�.�_ 11/14/2011 9:33:24 AM -0500 FAXCOM PAGE 2 OF 2 From: 11/14/2011 08:46 #603 P.001/001 � �,��,�,�;�=�+��.�=�`.��:� - �. �� _ �� City of Zephyrhills: ..:�, Build.ing Department � ,. , ^ �,� >.. Phone: ($13)-780-0020 y � `~F �'' : Fax: (813)-780-0021 ----------------------------------------------- ---------------- ; � TO: Progress Electric Fax results FROM: Jackie ; � FAX: 1-866-550-9755 FAX #: � � � DATE: 11/14/2011 # OF PAGES: 1 of 1 � � , � Received by:�John Eifler Time: 08:56 ; � ' � ; � MESSAGE: Hello my name is Jackie and I would like to have the house meter release for � � 37611i Georgina Ter permit #12201. ' � Could I please receive conflrmation by your sigaature and time signed above this will go � ; in the ffle showing that this was called into your of�'ice for release. � � � ' �. � � ' � ' � ' � ' ' Thank you � � ' � ' ' Jackie � � � ' � ' � � ' � � ' � � ' � � ' � ' � � ' � ' � ' � � ' � ' � ' � ' � ' � � ' � ' � � ' � ' � � ' � ' � ` � ' � � � ' � � '-----------------�--------------------------------------------------- ' - ��•�:��Yl��i1�,�.5 FIRE D��A6��'�f1Et�`� 6907 l�airy Road, Zephyrhills, FL 33542 ; t;h�et 6Cee�h Wiliiatns k�us (8'i3)l80-�Ua1 F�� ($13)13fl�QOd@ FIRE SERVICE USER FEES Occupancy No.: Pian No.: �— Contractor ,f7 Busmess Name � l '�•�'� � Billing Address' " ' y'- d Business Address � � �� Business Phone No Billing Phone No.. Business Fax No Billing Fax No Contact Contact: ,�� `� `" �`'r 3 �� ( .� PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE SAe Plan N/ Annual N/C Sprinkler $SO 1 st Alarm NIC Multi-FamdylCommerc�al st tst Re-i�spection N/C Standpipes 350 2nd Alarm N!C (M�romum Charge b25 2nd Re-mspection y100 fire Pump $50 3rd Alarm N!C Plan Rev�s�ons DBL 3rd Re-mspection E250 Hoods $SO 4th Alarm $100 ��Z� 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $t SO SPRINKLER SYSTEMS (Busmess closed until lP Gas $50 6th Alarm 3200 8 0- 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Per �a�k 550 STANDPIPE SYSTEM Hydro Undergrounds b45 Sparklers $100 � Per Riser a50 Hydrostatic Test S65 r�� S,rst�m Fire Works 5500 F�RE PUMP Acceptance Test �{S per system Camp Fire $25 � Per Pump $100 Hydrant Flow 575 Controlled Burn $100 FtRE ALARM SYSTEM Hood/Duct $50 0-?S Dev�ces S50 FIRE ALARM SYSTEM Place of Assembly $50 Aonual 26 plus Uevices $100 8 System Acceptance S50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance b50 Flammable Application $SO Annual wet S50 OTHER � Waste Tire Storage S50 n��a� Dry $50 ire WalUSmoke Wall $t� perwau Generator < 1(yV $100 CO2 a50 LP Gas �25 per tank Generator >30 KW 150 Other $SO Natural Gas 325 Pe� syscem Bio-Hazard Waste E100 Annual KITCHEN EXHAUST Fumigation Tenting $SU � HoodlDucts $50 Te�t 70'x10' a greate� 51 S ve<<eot Torch Pot/Applied $50 OTNER Fire Pump 545 Haz Materials $100 An�ual LP Installa��on pei lank S50 Fire Suppress�on 530 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 8 Exhaust Hood/Duct $30 � Natural Gas Installation S50 Re-mspection DBL ( Per System ) (other than an�ual) U Spray Booth $SO � Inspection scheduled �BL 8 , and cancelled less than 24 hours Conslruct�on Insp N/C Emergency Vehicle AG $50 �� FALSE ALARM PLANS TOTA� _ NSPECTION TOTALC1� PERMIT TOTALL __I TOTA�I I �� G ND TO AL CommeNs l"",!'�'- IJ � f� L� ls -�/ /�� Gi�� ' �- ♦h - Date � / Insq��ctor � � "'- ��' / Zephyrhills �F'ire Rescue C907 Uairy Roaci, Zephyrhills, I�L 33542 1'ice Marshal Cius ($13) 7$U-0041 Keri•y 13arnetC I�a� (31 >) 780-00�� , E-mail: kharnett(cr;.fire.�ephyrllills.fl.us Plan Review #: 11-100 � M �� Project: New Construction Number of Pages: 23 July 26, 2011 1 have received and reviewed the plans for the construction of a 4 unit villa located on Georgina Terrace (37601 — 3761 1) and will allow it to move forward. Paying for permit contractor acknowledges complying with the items listed below. Should anyone have any yuestions, please do not hesitate to contact the Fire Marshal's office. 1. Plans are missing pages WP, D1, 55.1 and there is an added page 11.0. These pages did not reflect the overall review for life safety; however, the Building Department may need to see these pages. � �, >2. If the fire wall fails inspection fees will be assessed for the re-inspection. .�/ �, .Lti�xJ� .S'rr+��ke �e�cf� %`n �n,� �3�6' 1Ji�is.� c��/'er�sr. .l,��..-� 1 �-�� Inspection Required: �'�' ,f'''��° `� 1. Firewall - 1 layer nail pattern inspect 2. Firewall - 2" layer nail pattern inspect 3. Final � � KERRY ETT, FiRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in eompliance with appticable fire safety codes. This review is not intended to be a finat approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are m complete compliance with ali applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. SEC. 03 , TWP. 26 S, RNG. SKETCH ONLY 34 NOT A BOUNDARY SURVEY BEARING BASIS: K TOWNHOMES - AREA B NORTHERLY BWNDARY LINE OF LOTS 131-134 BEIN NTY, FLORIDA. rHis suRVEV is sue,�cr To nN MAY BE DISC�OSED BY A FUL� ' DRAWING: TITLE SEARCH. ALSO SUBJECT 'ERMITi1NG PURPOSES �,T EASEMENTS ANO RESTRICTIONS t �STRUCiION. VERIFY 1 Y FORE ANY CONSlRUCiION. UNDERGROUND FOOTER, STEN UNDERGROUND UTILITIES ARE NO � SHOWN. ED DRAINAGE FLOW e DO NO7 SCALE THIS PRINT DIME :D GRADE NOTES TAKE PREFERENCE. � GRADE � DESCRIPT1pN NOT CONTAINING PI '� PAGE INDICATES THAT PL - B N PREIIMINARY STAGE AND IS VATION = CHANGE AND/OR REVISION. 20' (FROM R.O.W.) i' CERTAIN DATA SHOWN HERE p' ENG�NEERING PLANS PROVIDED B STRUCTURE TIES SHOWN HEREON CALCULATIONS MEASUREMENT FROM FORM BOAF TO PROPERTY LINE. - 11906.28 SQ. �_ - 583 _SQ. FT. = 82 _SQ. FT. = 1002 SQ. FT. • = 12' LANDSCAPE, DRAINAGE dc UTIIJTY = 410 SQ. FT. =_N�SQ. FT. = N A SQ. FT. - 911 __SQ. FT. = 36 SQ. FT. _��-- SQ. FT. = 74 R = 8782 �SQ. FT =_3006 _SQ. FT. cai.cu�noNs - , oos_s� so. �r. — 465 SQ. FT. -_293 SQ. fT = 220_ SQ. FT. rAL3 �,cr °c-s° ., = 12914.85 SQ. FT. COMMON AREA LE e �°� =_ 1373 SQ. FT + +� �ti� -_9 _SQ. FT +�° - 3226 SQ. FT S 89'38'14� E 117.34' � 32.00' b 26.67' 26.67' 0 32.00' o �� A/C �� Q .� 'J7,+� � � A/CQr�J�+ :: 9.99' .� IRPtAI L�I l AI .� lkPtAl � I I I I 0 107'-4" rn r � 6 o PROPOS D PLAN ° o i 4-UNI VILLAS g N+'�� TRACT "C-5" '? p oi • o COMMON AREA s� I � I° o :t� o � �.� j lOT 134 3 LOT 133 LOT 132 �°,-� 3 �pT 131 n '%? 3 a. PLAN � PLAN ; PLAN o m PLAN ' io N•2 1501 � 1399 `�+ 1398 ^) N 750/ `�x -'� �°� LOT 130 Z y 1� I O O N ,} O+ �. 1 Cp � � .S� N � �' � �� ,l � F � .'; i : 7 <ti 7 � ` I `� � � ` . . 5.00 +'�� _ hs '�� {��'o�+� �� 72��?�-+3 — — — ��r i ;'�;��' �;':,. �. • �$ � $ s ' `�yty + eD 2>�k ` � �L o ��'' 'L:,i��s ° o o 'a"1 `'�'de?yti 'oo— —o. N � *s j. .s, .z� � �s 55'�`'<� >� o R ` r ��: ;tiii� `Y� `c�`k` cv �` N i.�tii�" Z N 9.99� �s`'d i �::'.? �` Z�� ;,;'�,�•. ;;�;t . � LOT 135 Bo�S' =`i' , `�:�, z , .Y� 69'38'ta' W to5.01 kY"b : '� , .,+ ,, :YY ° �,. , , Y ± �, dij y�;' �. s'� ?s t ti<s`�Y',�LL- �t�` . i`�p + ;�, Z . 'f��''i ti��: TRACT'C-5'�`+( `�� +�o ``�. ,tvis.yt5:;ti;�s.;� ) �c,SU<��'� � )�LYYY �'�2YYD ' " ,�y r.'"' 8 �k„ CONMON AREA ,'�� '�. � i L R 4 l +' ? � `r�°aj ''�.� f �z'r d '��, � ', S `* P' J `6 �. `e �. ~?{L � 72.00' <�� _ _ �_ — � 9 �y� r GEORGINA TERRACE a �Q (24'R/Y� (7RACT "A") LOT 136 I I a I --f W� c� � z � m Q `� � I I�� N LOT 137 v PROPOSED: LOWEST FLOOR ELE ION' LIVING AREA: 90.0( GARAGE AREA: ;OUGH 134, MAP OR PLAT ENTITLED "EILAND PARK ELEVATIONS REFERE - AREA B AS RECORDED IN PLAT BOOK 66, PAGES 89 NATIONAL GEODETt( OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DATUM OF 1929. M GENERAL NOTES - -- - - - -- -- 1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. ALTERNATE POWERS ST EEL LINTEL GENERAL INSTALLATION NOTE 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT #5 REBAR AT TOP MIN. (1)REQ0 ° 4 1- v2 " CLEAR INCLUDING ABV. MASONRY OPENINGS, U.N.O. CLEAR • _ 3, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL 4. maximum 3%B" aggregate and B" to 11" slump REBAR @ BOTTOM U- Lintels are manufactured with 5 -1'2" long notches at the ends to accommodate RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END & TERMITE TREATED FILL >� minimum net area compressive strength = 1900 psi, 5. All lintels meet or exceed L'360 vertical deflection, except lintels 174' and ,�7� WI (3) #5 BARS, CONL 4. *LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR • _CM ,J, � 6. Bottom field added rebar to be located at the bottom of the lintel cavity. INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, � q x 8F16-1B/1T Q DOING THIS INCREASES THE STRENGTH OF THE LINTEL. S 8 Mortar per ASTM 0270 type M or S. U � xul 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 5. () ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK L n g Florida Product Approval No 158,1 I UILDIIN AS A MIN, 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER o N "u p > > THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS W < 5 REBAR AT BOTTOM Q MIN. (1) REQ0 ADEQUATE FOR THE LOADS, �, TO--) r�y A r 2 L A TA f i; ( i TYPE DESIGNATION F = FILLED WITH GROUT 1 U = UNFILLED R = RECESSED GENERAL INSTALLATION NOTE <5 RE3AR AT TOP MIN. 1. Provide full mortar head and bed joints. 2. fc prestressed lintels = 6000 psi. 2. CLEAR QTY, OF #5 3, Installation of lintel must comply with the architectural andior structural drawings 4. maximum 3%B" aggregate and B" to 11" slump REBAR @ BOTTOM 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 & TERMITE TREATED FILL OF LINTEL CAVITY minimum net area compressive strength = 1900 psi, 5. All lintels meet or exceed L'360 vertical deflection, except lintels 174' and 6, Rebar per ASTM A615 Grade 60, WI (3) #5 BARS, CONL W_ • _CM ,J, � 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation • 8F16-1B/1T Q 8. L �J 8 Mortar per ASTM 0270 type M or S. U � • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 Z GROUT Florida Product Approval No 158,1 I UILDIIN 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have NOMINAL ITS a coating of stucco applied in accordance with ASTM C -926 or other approved ^ 1 ; • WIDTH 45 REBAR OF coating ;% 5 REBAR AT TO--) r�y A r 2 L A TA f i; ( i 741 � • b BOTTOM OF NOMINAL dG 3• ?J,Zi Applied vertical load Applied horizontal load r < 1,0 o LINTEL CAVITY HEIGHT Safe vertical load Safe horizontal load BOTTOM REINFORCING specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural drawing, PROVIDED IN LINTEL Ly 0 � M N 7- Sib "AC`UAL (VARIES) Z :L, M O � o 8" WMINAL WIDTH AATERIALS 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 fintefs as required, 3. grouted per ASTM C476 fg = 3000 psi wi 3, Installation of lintel must comply with the architectural andior structural drawings 4. maximum 3%B" aggregate and B" 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 & TERMITE TREATED FILL vertical cell reinforcing and grouting, minimum net area compressive strength = 1900 psi, 5. All lintels meet or exceed L'360 vertical deflection, except lintels 174' and 6, Rebar per ASTM A615 Grade 60, WI (3) #5 BARS, CONL longer with a nominal height of 8" meet or exceed 080 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. 7 %32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 7 wire per ASTM A51 G 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 8 Mortar per ASTM 0270 type M or S. U masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 II' , � I 10. Florida Product Approval No 158,1 I UILDIIN 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have 1 C B D C r 113D. ° ITS 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) r�y A r 2 L A TA f i; ( i 741 � • b bads shoud be checked for combine loadlnp with the following equation, n �.� r.� dG 3• ?J,Zi Applied vertical load Applied horizontal load r < 1,0 I Z f/ Safe vertical load Safe horizontal load ' ,• O 8RF6 -OB /1T 8F8 -0131T J r` •O O. • O O O O, O O 81RF14 -1131T SF16 -1130T 8F16 -OB/1T U$ Lo O O O 8RF22 - 1B /1T 8F24 - OB /1T O O O O I O, 8F28 013/1 T 8R30 OB /1 T CC 0 -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 manufacturer products and installation instructions (2) ROW 10d NAILS AT 6" O.C. FIRE RESISTANT PLYWOOD FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL 7� 4' EA. SIDE OF PARTY WALL ENGINEERED WOOD TRUSSES wl VERTICALS SPACED @ 16" O.C. EA. SIDE OF PARTY WALL ENGINEERED WOOD TRJSSES @ 24" O.C. 2 HR BLOCK 0-2 8" CMU `A ALL Wl #5 BARS VERT @ 6'-8" O.C. MAX. MINIMUM REINFORCING LAP = 30" NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS ORVENTS TO PENETRATE PARTYWALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. q a M MIN, UNIT 1501 UNIT T 139 UNIT 1398 zi� I LINTEL PLAN FIN, FLR. a WRAP FRAMING MEMBER W/ 2 LAYERS 518" TYPE "X" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO ' WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. � FRAMING MEMBER FIRE RESISTANT PLYWOOD SEAL GYP. BOARD/ROOF DECKING INTERSECTION Wi ROCKWOOL FIRESAFE INSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER Ml INSTRUCTIONS (SEALANTS MUST COMPLY WI UL 1479 OR ASTM E 814) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DET SCALE: 314" = 1' -0" P.&IRTY WALL c i 1171 0 0 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. 18 IN. THICK, OF NOT LESS THAN 2.114 AND NOT MORE THAN 3 -1'2 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. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 112 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 PERL17E LOOSE FILL INSULATION ADO 2 HR TO CLASSIFICATION 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1.1'2IN, 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 N0. U90 GYP. BID, @ CEILING BRACING @ 8' -0" O.C. SEE 1 /S -5 SIM c 01 O J USP HTA20 @ 48" O C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8 " K.O. BLK. TIE BM. N/ (1) #5 BAR CONT. LINTEL SCREEN 1'2" GYP. BD. ON DBL 1x2 FURRING (1 12' TH K.) VERT. @ 24" O.C. W1 MIN. R4.2 FOIL BACKED INSUL.BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO, U905) 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 N04 20 MSG GALV STEEL TRUSS PLATES, PLATES HAVE 5116 IN, LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE, THESE POINTS ARE DIAGONALLY OPPOSITE EACH 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 W17H 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 BOARD' - 2 LAYERS OF 5/8 IN: AND 1 LAYER OF 518 IN, (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.18 IN LONG, 0,113 IN SHANK DIAM AND 9/32 IN. DIAM HEAD ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 60 CEMENT COATED NAILS, 1.7/8 IN, LONG, 0.0915 IN SHANK DIAM AND 114 IN. DIAM HEAD AS AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/8 IN LONG, MAY BE SUBSTITUTED FOR THE 60 CEMENT COATED NAILS 4. BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYR. 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 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 STRENGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS - MIN 0.019 IN: THICK (25 GAUGE) GALV STEEL, 1.38 IN, WIDE ON TOP AND 2.14 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 IN 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 SCALE; 3/16 "= 1" -0 " AlSEPT. 07, 2011 MIN. MIN. OG UNIT 1501 I >HALL COMPLY � CODES, FLOR11 OVAL ELECTRIC 'URHILLS OPT , F, zlP'HYr�H 1. EXAMINER N C N CLEANED COMPACTED 1 Y & TERMITE TREATED FILL � 0 V Q) v 1' -8" x l' -8" CONIC. FTG. 1' FOR GRADE BEAM WI (3) #5 BARS, CONL -8" V) (� DD CJ �_ U 5o � to DDN) 5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2 -HR. 0 ro 'No � FIRE RATED PARTY WALL U SCALE:3 14 " =1' -0" WRAP FRAMING MEMBER W/ 2 LAYERS 518" TYPE "X" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO ' WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. � FRAMING MEMBER FIRE RESISTANT PLYWOOD SEAL GYP. BOARD/ROOF DECKING INTERSECTION Wi ROCKWOOL FIRESAFE INSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER Ml INSTRUCTIONS (SEALANTS MUST COMPLY WI UL 1479 OR ASTM E 814) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DET SCALE: 314" = 1' -0" P.&IRTY WALL c i 1171 0 0 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. 18 IN. THICK, OF NOT LESS THAN 2.114 AND NOT MORE THAN 3 -1'2 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. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 112 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 PERL17E LOOSE FILL INSULATION ADO 2 HR TO CLASSIFICATION 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1.1'2IN, 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 N0. U90 GYP. BID, @ CEILING BRACING @ 8' -0" O.C. SEE 1 /S -5 SIM c 01 O J USP HTA20 @ 48" O C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8 " K.O. BLK. TIE BM. N/ (1) #5 BAR CONT. LINTEL SCREEN 1'2" GYP. BD. ON DBL 1x2 FURRING (1 12' TH K.) VERT. @ 24" O.C. W1 MIN. R4.2 FOIL BACKED INSUL.BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO, U905) 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 N04 20 MSG GALV STEEL TRUSS PLATES, PLATES HAVE 5116 IN, LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE, THESE POINTS ARE DIAGONALLY OPPOSITE EACH 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 W17H 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 BOARD' - 2 LAYERS OF 5/8 IN: AND 1 LAYER OF 518 IN, (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.18 IN LONG, 0,113 IN SHANK DIAM AND 9/32 IN. DIAM HEAD ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 60 CEMENT COATED NAILS, 1.7/8 IN, LONG, 0.0915 IN SHANK DIAM AND 114 IN. DIAM HEAD AS AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/8 IN LONG, MAY BE SUBSTITUTED FOR THE 60 CEMENT COATED NAILS 4. BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYR. 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 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 STRENGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS - MIN 0.019 IN: THICK (25 GAUGE) GALV STEEL, 1.38 IN, WIDE ON TOP AND 2.14 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 IN 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 SCALE; 3/16 "= 1" -0 " AlSEPT. 07, 2011 MIN. MIN. OG UNIT 1501 I >HALL COMPLY � CODES, FLOR11 OVAL ELECTRIC 'URHILLS OPT , F, zlP'HYr�H 1. EXAMINER i ti r n O O O O n N C N lJ � 0 V Q) v C Iy H N c1 a V0 o ono E V) (� DD CJ �_ U 5o � to roU-M C p +. 0 ro 'No � U •. a0 0) o ( 0 ay II' , � I � � I UILDIIN ° 1 C B D C r 113D. ° ITS r�y A r 2 L A TA f i; ( i 741 � • b r �'i n �.� r.� dG 3• ?J,Zi V \ �' L I Z f/ 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 drawing, portion of this Ly 0 � M N M Z :L, M O � o r�l O M O 0 N IZ Q ' � z Q � 0 �°- fu U_ L N N u Z 4-J Z 01 J J L e) p N ui V ri Z z z w; -� ZLJ LL LU z I- d zQo M; o0 > ¢ U f �{ < l- z z W � OC J M' $4O3�o w Z C T-i O Lu W J `O N I w C) ® V7 di. F O - z z 2 Z z0� 0zZ Isl -P�a <� a O W LL z �o2 I o M 1 apz¢ H §Ww O O UJ z z 0 a SCALE ; AS NOTED PLOT DATE ; 09/07/2011 VERSION NO, 1000 JOB NO: 11- 0958 -0961 SHEET N0, L 1 i ti r n O O O O n 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! WITH NAIL! 1/4" x BOLI CON1 ROOF FRAMING PLAN SCALE: 3/16 " =1' -0" ° e NNECTOR H ETA20 HETA16 H2.5A H3 META20 H H ETA20 H10 MTT28B 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 455 HD2A * 2775 HD5A * 3705 HD6A * 4405 _US26 1165/111 32 - 16d 1550/3321 HUS28 220/597( MTS12 1000 MTS16 1000 V LGT2 2150 4685 4029 24 - 16d 5370 4618 32 - 16d "X" HTS 20 1450 4180 SP1 585 9- 10dx11/2" 535 10 - 8d 320 8 - 8d 7 - 10d x 1 1/2" 12 - 10d x 1 1/2 R 5n IF; . AH r 1 1 /7" HTA16 HTA20 -18 1 1200 FASTENERS 10 - 10d x 1 1/2" 10 - 10d x 1 1/2" 10 - 8d X 1 1/2" 8 - 8d X 1 1/2" 10 - I Od X 1 112" 1030 1030 9 -10d X 1 11 4685 4029 24 - 16d 5370 4618 32 - 16d 3435 2954 2 - 5/8" DIA. 4180 3594 2 - 3/4" DIA. 6655 5779 3 - 3/4" DIA. 510/740 440/695 18 - 10d 1195 1 905 1195 1 905 1195 D W/ SIMPSON "SET" EP 1850 1 1810 1530 1 1315 14-1 Old 14-1 Od 14 -11 16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS 24-1 Od X 1 1/2" 8 -10d in- INA GT -2 Wr I Ud5 605 12 - 10d SPT24 895 10d HCP2 1 605 520 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 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ 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 I-), 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 112 OR p2 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, IRDER TRUSS �^ N CV GALVANIZED 5/8" DIA x_ ANCHOR BOLT WITH HOOK N AND 6 "EMBEDMENT INTO 12" 6" 6" 6' N BOND BEAM AND 2" x 2" x '�- O,C• � _,4 '"MAX?f 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A .. SEE SHEET D -1 FOR BOLTROOF FRAMING -H SIDE DETAILS NI St E ` I/ FOR L -1 ADDITIONAL INFORMATION ii 8x16BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID 8" 1 � SECTION AT LEDGER 1 SCALE: 3/4 " =1' -0" ;SEE PLAN) AL 9' -4" BOTTOM OF TRUSS 2 PLY CARRIER � �� A) (A) OR 2 PLY ,ARRIER 5260 32 - 16d SINKERS HTT22 2570 5/8" DIA. BOLTS TD2 3130 3/4" DIA, BOLTS TD5 V j 3680 7/8" DIA, BOLTS TD6 ** 780/875 ** 8 - 1 Od x 3" JUS26 ** 1550/2540 *" 20 - 16d x 3 1/2" THD26 ** 2705/4510 *" 30 - 16d x 3 1/2" THD28 860 14. 1 O x 1 1/2" MTW12 _o M N ro � M � 0 A 860 14 - I Od x 1 1/2" MTW 16 860 14 - 1Old x 1 1/2" MTW20 3140 22 - 10d X 1 5/8" A W/ 5" EMi 0 1850 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 y I" � 1245 24-1 Od X 1 1/2" HTW20 a Q A 535 10- 10d SPT22 1195 1 905 1195 1 905 1195 D W/ SIMPSON "SET" EP 1850 1 1810 1530 1 1315 14-1 Old 14-1 Od 14 -11 16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS 24-1 Od X 1 1/2" 8 -10d in- INA GT -2 Wr I Ud5 605 12 - 10d SPT24 895 10d HCP2 1 605 520 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 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ 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 I-), 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 112 OR p2 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, IRDER TRUSS �^ N CV GALVANIZED 5/8" DIA x_ ANCHOR BOLT WITH HOOK N AND 6 "EMBEDMENT INTO 12" 6" 6" 6' N BOND BEAM AND 2" x 2" x '�- O,C• � _,4 '"MAX?f 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A .. SEE SHEET D -1 FOR BOLTROOF FRAMING -H SIDE DETAILS NI St E ` I/ FOR L -1 ADDITIONAL INFORMATION ii 8x16BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID 8" 1 � SECTION AT LEDGER 1 SCALE: 3/4 " =1' -0" ;SEE PLAN) AL 9' -4" BOTTOM OF TRUSS 2 PLY CARRIER � �� A) (A) OR 2 PLY ,ARRIER i i i G UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 L N V j N Iwo C (� N C 1� N 0 co O o"�a 0 I m C r>3 N w _o M N ro � M � 0 A 0 :2 U 10 m 0 0.00 rn � 0 0 ®e N C B C G 4, " y I" � J LL L La a Q A LL W 1�'�� • J C,4 I � 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. i O '-_q M Z � M O VkD O Q � �M r-i L cal (Tj L (J u Z 0) ru J LU L N Li) U - 7!y r-i I �z I I LL S a zz Z Z Cf' a 0 �' O 0 C M iz� -a8 �' �zz z au c p� O4o3 g Lu �� r z0 LLj z ce CD W r—I II �1 dz 171111 0 Ln _i z J Q ® W �3 Ce Cc az o woo R CL O z y z L.1..� z w C) � ! (� LL _ 0' 0 ,-q Z c) LL 0. J Y W 2 a < X a r W h 0 z, 0 g �= SCALE ; AS NOTED PLOT DATE : 09/07/2011 VERSION NO" 10 00 JOB N0; 11- 0958 -0961 SHEET N0, 12 i i i G UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501