Loading...
HomeMy WebLinkAbout15-16233 CITY OF ZEPHYRHILLS 5335-8TH STREET �sis)�so-oozo � 33 .� BUILDING PERMIT - PERMIT INFORMATION LOCATIOfd INFORMATION Permit Number: 16233 Address: 3505 BERYL LANE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 24-26-21-0020-00000-0650 Improv. Cost: 17,000.00 OWNER INFORMATION Date Issued: 5/01/2015 Name: ROGERS RONNIE & DIANN Total Fees: 300.00 Address: 10835 OLD LAKELAND HWY Amount Paid: 300.00 DADE CITY FL 33525-1514 Date Paid: 5/01/2015 Phone: 616-366-3910 Work Desc: ROOM ADDITIOPV 43 ' X 12 ' W/ BATHROOM CONTRACTOR S APPLICATION FEES H MEOWNER BUILDING FEE 180.00 ELECTRICAL FEE 60.00 HOMEOWNER PLUMBING FEE 60.00 HOMEOWNER �_� ��Q��' �z,`�-�-✓ �o �- ✓ . `�7 — ��? �e �� � C � Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: 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. NOTlCE: 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for ienprovements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRAC R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , . , 813-780-002(� Gity of Zephyrhills Permit Application Fax-813-780-Q021 Building Department r Date Received Phone Contaat for Permitting ��f� �(�f0 — � ��� Owner's Name C7 hJ iC/ � i° I� � /�G� e�/',f Owner Phone Number lD/ � " �����rj� Owner's Address � �, f �f� ��-° �l }'Nj�� dwner Ptione Number �� � Fee Slmple Titl�halder Name Owner Phone Number �Y � . Fee Simple Tltleholder Address ° J08 ADDRESS ��j L�,� " y^ I rc N �E�/�� �r��!j�✓ LOT# U7. '� suea�v�sioH ��,�,.-u 1� �a i.,��� ra�cE�.ia# oZ��-���'�l-v��r3� o a o 0 0 �-d('i..S�c� (OBTAINEd FROM PRBPERTY TAX NdTICEf WORlC RROFQSEQ NEW COHSTR ADDlALT � StGN Q Q DEMOLISH e INSTALL � REPAIR pROPOSED USE [�] SFR [� COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEE� Q DESCRIPTION OF WORK �U ��'1 !���{ � t� �i.,! BUlLQING StZE �:3� ��G � SQ FOC►TAGE .�I rv HEIGHT ��� Q BUILDING $ �� O a�.�� �ALUATtON OF TQTAL CONSTRUCTION �1���3 1� QELECTRICAI. ($ i�� AMP SERVtCE Q PROGRESS ENERGY [� W.R.E.C. � QPLUMBING �^-� � QMECHANICAL $ VALUATlON QF MECHANICAL IN37ALLATION � r��S��� ��U [�GAS Q ROOFING Q SPECIALTY �� O7HER , FINISHED FLOCIR ELEVATIOh1S �� FLOOD ZONE AREA QYES NQ BUII.DER � � d �pMpqH�. SIGNATURE � �Yf/'CQ � ��� REC�ISTERED Y! N FEE GURRER Y 1 N Addre$s License# �— � � ELECTRICIAN J^' ` �� p � ��Jy�p�Y j�'�,7 Jy,j�'' '� SIGNATURE ��CJ��y'�?i(..2 ��C�-fJ""� REGISTERE4 Y! N FEE GURREP Y Yly Address License# I � � � PWMBER '' • COMPANY G� � hl�'"1� 31GNATURE / REGISTERED Y! N PEE CURRE� Y/N Address License# �! � MECHAIdICAL r:`_ <y��--� �,{ (� �" �p{y}ppHy SIGNATURE a�)i``' , �'"I� REGISTERED Y/ N FEE cUt�ttES� Y/N Address License# � �� OTHER COMPANY 81GNATURE REGISTEREb Y/ N FEE CURRE� Y/N Address --- -4 - License# � �� RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;R-O-W Permlt for new canstruction, Minimum ten(10)working days after submittal date. Required ansite,Construction Plans,Stormwater Plans w/Silt Fence installed, 5anitary FaciEities&1 dumpstee,S(te Work Permit for subdivislonsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Llfe Safety Page;(7}set af Energy Fotms.R-Q-W Permit Fo�new canstructian. Minimum ten(10)working days after submittal date. Required onsite,Construc#ion Plans,Stormwater Plans w/Silt Fence InstaAed, 8an3tary Paciiities&1 dumpster.Site V{lork Permit for atl new projects.Aii commercial requirements must meet compliance SIGN PERMIT Attach{2)sets of Engineered Plans. ""PROPER7Y SURVEY required far all NEW construction. Directlons: Fill out application completely. Owner&Contractar sign back of application,natarized If over 52500,a Natice of Commencement is requlred. (RtC upgratdes over�T540} '" Agent(for the contra�tor)or Power of Attomey(for the owner)waold be sameone with notarized letter from owner authorizing same DVER THE COUNTER PERMITTlNG (Front of Applicatian Qniy) Reroofs if shingles Sewers Service llpgrades A/C Fenoes(PIotJSurveylFootage) Rrtvaways-Not aver Gounter if on pubitc roadways.,needs ROW � 0 ��O n�u_A� -��s =,� .. . % � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS , Contractor/Homeowner: �d 1�(�1 E J �a G�� Date Received: i � ;r $ � �� , site: 3 S o s S�.RYL c.I�J• Permit Type: ���� A D D i-r�a�1 . - Approved w/no comments: � Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �� �� Kalvi S`wrt s Examiner Date Contractor and/or Homeowner (Required when comments are present) � DISCLOSIIRE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I, (�Z�- have read aad fully understaad aad agre�e to the pr v' oas of this iastrumeat. The undersigned states aad affirms that he or she is desirous of conatructing, renovating, addiag to or reroofing his or her o domicile, that he or she actually occupies, or will occupy by - - said domicile, aad same is not for rent, lease or sale. That he or she shall comply with the following coaditioas: 1. That the owaer aad he or she alone shall act as the builder for all phases of conatruction. 2. That the owner will comply with all provisioas of the City of Zephyrhills ordinances and codes pertineat to the building. 3. That in the eveat various phases of coastructioa are subcoatracted, he will engage only properly liceased subcontractors and will personally supervise such work. 4. That ia the eveat the Building Iaspector shall require corrections to be made, the owner will assume full respoasibility to iasure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owaer shall assume full respoasibility for the coastruction aad will aot expect supervision of his work from the City of Zephyrhills Suildiag Departmeat. 6. That prior to final inspection any additioaal fees, iacludiag reinspection fees, must be paid ia full. A writtea request from this office shall constitute an official aotice to pay additioaal fees. 7. That the owaer shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. S. That the owaer shall comply with all the safety codes issued by the Florida � Industrial Commission. 9. State law requires construction to be doae by liceased contractors. You have applied for a permit under aa exemptioa to that law. The exemptioa allows ' you, as the owner of your property, to act as your owa contractor with certain restrictions evea though you do aot have a licease. You must provide direct onsite supervisioa of the coastructioa yourself. You may build or improve a one-family or two-family residence or a farm outbuildiag. You may also build � or improve a commercial buildiag, provided your costs do not exceed $75,000. The buildiag or residence must be for your owa use or occupaacy. It may not be built or substaatially improved for sale or lease. If you sell or lease a buildiag you have built or substantially improved yourself withia 1 year after the constructioa is complete, the law will presume that you built or substaatially improved if for sale or lease, which is a violatioa of this exemption. You may aot hire an ualicensed person to act as your contractor or to supervise people working on your buildiag. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensiag ordiaances. You may aot delegate the responsibility for supervising work to a liceased contractor who is not liceased to perform the work beiag done. Any person workiag on your building who is aot licensed must work uades your direct aupervision aad muat be employed by you, which means that you must deduct F.I.C.A. aud withholdiag tax and provide workers' compensation for that employee, all as prescribed by law. Your constructioa must comply with all applicable laws, ordinances, buildiag codes, aad zoning regulations. OWNER'S SIGNATURE ���Y� ., _ DATE ��''p(����7 ADDRLSS .�sdS v' � �e S PHOIdE �/�_,����`�f�''r� WITNBSS PLRMIT # 1- = -•� � ' .�.� Y& Name���,�� � ��-�%��° ,��.���..����� Lot # �` ..- . �� L4T IMPROVEMENT , P E R M I T # r-��m-��x��..� EMERALD POfNT BOARD OF DIRECTORS . .,>, -' .� . -�� � ,,' � •i✓ r. x s�� � f�. APPROVED BY. � �%�=y�:L�_ �;%r�::��;r�=�.�'�.;;.-�-�.f. � DATE. � � - -�.�. F �-_. — ,_;r '�;r�';�r,e,. PROPERTY EVALUATION COMMITTEE APPROVED BY:�='��.f�"�.�-L,����.. DATE: '� �' � _ ,- , �,�_ , ��,���� EXPIRATION DATE: ������-� ,����- 1NSPECTION BY: _ FlNAL INSPECTION BY: PLEASE RETURN TO LOT IMPROVMENT COMMtTTEE � . i isiiii iioii iiiii iiiii iiiii idiis iiiis iiiii iiiii iviii idii irii 2015069188 Rcpt:1679363 Rec: 10.00 DS: 0.00 IY: 0.00 05/01/2015 E. M. , Dpty Clerk . PHULR S 0'NEIL,Ph D PRSCO CLERK & COh1PTROLLER NOTICE OF CO1VdMENCEMENT 05 ORl BK01�1��,m PG ��� Pezmit No. Property Idenrification No. �7 -�(D`� ��"�Q p7�Q�QQ(� ^C7 r0�7 d THE UNDERSIGNED hereby give infortns you that the improvement will be made to certain real pmperty,and'm accordance with Section 713,13 of the Florida 5tattrtes,the following inforntation is provided in this NOTICE OF COIVIMENCEMENT. 1.Description of property(legal descripNon:) `�%� a�"��-d��O "�OOQ O .- Q�',_$"—Q a)Sh�eet Address: ..� S"�S"' �1^S� .E�Nc�'Y'�/ f�c+ I�.v f P � ✓/PQSO✓/ �uT`'��� 2.Qeneral description of improvements: ,Pa B i-�,,, �4 n/�./�;�j p�nJ 3.Owner Information "� a)Name and address: .�vr`Our .f��' Y�i�N �e��1!'/ir'�/S �'� b)Name and address of fee simple htleholder(if other than owner) c)Interest in property Q W/V B �/ 4.ContractorInformation . ' - / '— a)Name and address: /!if� �"i �S � 7n/itJ G"y b)Telephone No.: _ //_ . ��_Fax No.(Opt.) 5.5urery Information a)Name and address: b)Amount ofBond: c)Telephone No.: Fax No.(Opt.) 6.Lender a)Name and address: 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: b)Telephone Na.: Fax No.(Opt.) 8.In addirion to himsel�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 end address• b)Telephone No.: � Fax No.(Opt.) 9.Expira[ion date of Notice of Commencement(the expirarion date is one year from the date of recording unless a diffePent date is speci5ed): � WARNAYG TO OWNER: ANY PAYMENTS MADE BY THE O'WNER AFPER THE EXkIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED�1'IPROPER PAYMENTS[JNDER CHAPTER 713,PART I,SECTION 713.13, FT:ORIDA STATUTES;AND CAN RLSULT IN YOUR PAYWG TWICE FOR IMPROVEMENfS TO YOUI2 PROPERTY. A NOTICE OF COMIVIENCEMENT MUST BE RECORDED AND POSTED ON TIiE JOB SITE BEFORE THE FIRST I INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING VVORK OR RECORDTNG YOUR PiOTICE OF MMENCEMENT. STATE OF FGORIDA � � '� � COUNTY OF PASCO , �N� � SigneW f Owner or Owner's Autho' d Off/iC�t/Directar u/M�eger ` � � O� �rl QiC V C� /J W � N O 'Q N 7 � Prmt ame C7 A '+ � � � � y. � � • e foregoing trument was acimowledged before me this 1 day of 20?,by �0 Yl fl l�e- u�,� � 'n o � ._ x ._ �� �C'�G'�es ����'12� (type of authority,e.g.officer,trustee,attomey Z = LL y � in fact)for (neme of party on behalf om instrument w exec W d, E �E ' o � � g Personally Known_OR Produced Identi8eetion ✓ Notary Signatur c� c� T Z � m ♦ \ � ,,,�y�aui0� Type of Identi£cation Produced�� �d 1�9 Ll � Natne(print) d '-11/�Z y ' :a��•• ��'- Verification piusuant to Section 92.525,Florida Statutes.Under penalties of perjury,I dec]aze that I have read tfie fore oing and that '.+o' 4P�;` the facts stated in it are hve to the best of my lrnowledge end belief. ,� � �'%�n�n�`'�� V � Signazure ofNehual Persan Signing Above FORMSINOC,md7M7 I PRODUCT APPROVAL CODE CHART JOIST SPAN (W) GIRDER SPAN (S) FREESTANDING DECK - DO NOT STRUCTURAL COMPONENTS ATTACH JOISTS TO EXISTING HOME SIMPSON ABA OR ABU POST BASES - FL10849.6 PT 2x6 9' MAX (2) PT 2X6 8' MAX DECK MAY BE CONSTRUCTED WITH SIMPSON AC, LPC OR LCE POST CAPS — FL1086o , SIMPSON H5 CUP — FL10456 BOARDS W/8d GALV. NAILS, FASTEN WOOD DECK PT 2x8 12' MAX (2) PT 2X8 10 MAX GIRDERS RUNNING PARALLEL OR SIMPSON LU/LUS JOIST HANGERS - FL10655 2 PER BOARD @ EVERY PT 2x10 I 14' MAX (2) PT 2X 10 12' MAX PERPENDICULAR TO EXISTING HOME SIMPSON LUC JOIST HANGERS - FL11169 JOIST FOR COMPOSITE DECK PLANKING USE #10X2" TYPICAL FLOOR JOIST/GIRDER LAYOUT ALL CONNECTORS AND FASTENERS IN CONTACT SCREWS 2 PER BOARD EVERY JOIST W/TREATED WOOD SHALL BE ZINC COATED r--, DBL. PERIMETER JOIST GALVANIZED STEEL OR SIMPSON 'ZMAX' I JIB I L I L:tii : FASTEN FLOOR JOISTS TO DBL 2X_ PERIMETER W/SIMPSON PERIMETER JOISTS LUS JOIST HANGERS, TYP. FASTEN FLOOR JOISTS TO PERIMETER W/SIMPSON LUS iii __ ______ HANGERS OR EQUIV " T & G PLYWOOD SUBFLOOR (FOR RM. ADDITIONS) GLUE AND DBL P.T. PERIMETER JOIST NAIL TO JOISTS W/8d GALV. NAILS 6" O.C. ® EDGES, 12" O.C. IN FIELD FASTEN 4X4 PT POSTS TO JOISTS W/SIMPSON LPC4 POST CAPS OR P.T. 2X JOISTS ® 16" O.C. 16" 2X6 MIN. GIRDERS EQUIV THRU-BOLTED TO EACH DBL 2X P.T. GIRDER SIDE OF POST r -, r- r -� UNDER JOISTS POST CONNECTION TO JOISTS _ -_ _- rt - __ -- USING POST CAPS L _J L— L —J cV — — -- — ------ __ FASTEN FLOOR JOISTS TO GIRDERS W/SIMPSON H5 OPTIONAL OVERHANG FASTEN JOISTS TO GIRDERS W/ S SIMPSON SIMPSON H5 © EACH JOIST, TYP. H5, TYP. 12" S AUGER ANCHOR © EA. PIER, TYP. CONNECT DBL. GIRDER TO P.T. OR EQUIV. FASTEN FLOOR JOISTS TO POST WITH 2 rø THRU BOLTS, PERIMETER W/SIMPSON NUTS & WASHERS OVERALL LENGTH PER PLAN LUS JOIST HANGERS, TYP. 4X4 P.T. POST CONNECTIONS BLOCK PIER LOCATION OPTIONS AND LOCATION OPTIONS OPTIONAL GIRDER TO POST CONNECTION 4"X4" P.T. SIMPSON ABU44 FASTEN FLOOR JOISTS TO FASTEN FLOOR JOISTS TO GIRDERS WD. POST OR EQUIV. W/1/2" WEDGE ANCHOR PERIMETER JOISTS W/SIMPSON H5 3" IMBEDMENT {2000# UPLIFT) W/SIMPSON LUS HANGERS OR EQUIV P.T. DBL 2X GIRDER AUGER ANCHOR ® EA. PIER POST CONNECTION TO CONCRETE SLAB, ISOLATED FOOTING, 32" IMBEDMENT OF 3" AUGER ANCHOR zx J__ LINEAL FOOTER, OR 4X4X16 PAD USING POST BASES SECURE WITH ASTM #123-89A PERIMETER JOISTS (POST TO 4"X4"X16' PAD REQUIRES STRAP OR EQUIV. OVER GIRDER AUGER ANCHOR) ALUM. TERMITE SHIELD EACH PIER GRADE 4"x16"X16" CONCRETE PAD, PT 4x4 MIN. POST W ANCHOR OR ABS PAD REQUIRES (N) #5 REBAR MOUNTED ..:' Y" ANCHOR FOR CONCRETE SLAB �- ( /1 CROSSWISE THRU POST ;: r ,1/2" WEDGE ANCHOR 0 EA. PIER 3 EMBEDMENT INTO SLAB �AUGER ANCHOR ® EA. CONC. BLOCK PIER EMBEDDED IN 2500 PSI �'' SECURING GIRDERS 32' IMBEDMENT OF 3'" AUGER ANCHOR CONCRETE PIER FOOTING �� / W/ ASTM#123-89A STRAP OR EQUIV SECURE WITH ASTM #123-89A STRAP OR EQUN. RATED 3000# UPLIFT SIZE PER SITE SPECIFIC HX P.T. 4X4 POST IN DRAWING 12X12 PRECAST BLOCK PIER AND ANCHOR OPTIONS APPROX.3000# UPLIFT FOOTER ALTERNATIVE POST TO GROUND CONNECTIONS FBC PLANS & ENGINEERS NOTES: WOOD DECK DETAILS - RISK CATEGORY I Vult ENGINEERING SERVICE, INC. 1) THE BASIC DESIGN WIND SPEED = UP TO 170 MPH ult/140 MPH ASD 3 SEC GUST 170 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS 6272 ABBOTT STATION DRIVE UNIT 101 2) RISK CATEGORY I - WIND EXP. "B" PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASD ZEPHYRHILLS, FL 33542 3) THE INTERNAL PRESSURE COEFFICIENT = +/-.0.0 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 1 SD 1-866-824-7894 T(II 1 FRFF R. FdY —...— --.—_ TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES BEAM SIZE POST SIZE FASTENERS @17 KSI 3"x4' COMPOSITE ROOF PANELS FL. 2291 OR EQUIV. S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT ALUM RIDGE CAP W/ 3"X48" COMPOSITE ROOF, FL "H" WALL "T" "N" SIZE CAPACITY #lox 5/8" SMS 2291 OR EQUIV. FASTEN FASTEN W/ #1 0 X 4-1/2" SMS 4" .045" .06' (2) 3 8" BOLTS, NUTS, WASHERS 1 720 LBS 12" O.C. W/#10X CORROSION RESISTANT 4 " SMS w/1 FENDER CORROSION RESISTANT METAL SCREWS 5' .050" 06" 2 3/8" BOLTS, NUTS, WASHERS 2550 LBS WASHER5 PER PANEL @ ALL 6" .050" .06" 3 3/8" BOLTS, NUTS, WASHERS 2,550 LBS BEAMS W/ 1 -1/2" DIA FENDER WASHER 7" .055" .06' (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS (5) PER PANEL @ ALL BEAMS 7" .055" 09' (3) 3/8" BOLTS, NUTS, WASHERS 3,600 LBS 7" .055 .125" (3) 3/8" BOLTS, NUTS, WASHERS 4,500 LBS 8" •072 .06' 4 3/8" BOLTS, NUTS, WASHERS 5,500 LBS 8" .072 .09" (4) 3/8" BOLTS, "NUTS, WASHERS 7,000 LBS 8" .072" .125" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS .072" .06" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS 2"xH SMB : ____ _________________ _____9" .072" .09' (4) 3/8" BOLTS, NUTS, WASHERS 8,900 LBS RIDGE BEAM °° 9" .082" .125" 4 3 8" BOLTS, NUTS, WASHERS 9,500 LBS 1D" .092 .125" (4) 3/8" BOLTS NUTS, WASHERS 11 000LBS NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER 3/8" THROUGH BOLTS 2"X_" SMB SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED WASHERS&NUTS (N) CONNECTION W ((N SIZE PER SITE THRU BOLTS, WASHERS & NUTS ALUM. POST PER TABLE ABOVE SPECIFIC DRAWING ALUMINUM COLUMN LOCATED PER PLAN RIDGE BEAM TO CARRIER BEAM ROOF, POST & BEAM CONNECTION DETAIL 3"X3" ALUMINUM COLUMNS (2) 3/8" THRU BOLTS 11 GA. INTERNAL ALUM. BASE PREDRILL VERT. FLANGES (2) 2"X2"x.125" ANGLES EACH END OF BEAM ATTACH ANGLE TO SMB W/#1OX N=H " SMS, 1 SCREW PER INCH OF a BEAM HEIGHT (1) " LDT REDHEAD OR WEDGE ANCHOR PER } �' NOTE: ATTACH ANGLE FLANGE TO WALL BASE (INTERNAL) MIN. 2" EMBEDMENT, CORROSION '.'• - (N=HEIGHT OF SMB) LAG SCREWS, 1 SCREW RESISTANT, OR (1) LDT REDHEAD OR WEDGE ` W/(1) #5 REBAR CONTINUOUS PER INCH OF BEAM HEIGHT ANCHOR PER FLANGE (EXTERNAL) H & W PER SITE TYPICAL ALTERNATE CONNECTION: (1) 1 "X1 "X.125" MAY SUB. (2) " LDT FOR (1) " LDT. I I SPECIFIC DESIGN S.M.B. TO WALL INTERNAL 'U' CHANNEL TYPICAL 2500 PSI FOOTER/SLAB CONNECTION o W 6x6-#10/10 WWM OR POLY FILL 0 ER CLEAN COMPACTED TERMITE TREATED SOIL POST TO FOOTER AND CONCRETE SLAB CONNECTION ENGINEERS NOTES:FBC PLANS & 1) THE BASIC DESIGN WIND SPEED = UP TO 150 MPH ult/120 MPH ASD 3 SEC GUST ALUM. CONNECTIONS - RISK CATEGORY I Vult ENGINEERING SERVICE, INC. 2) RISK CATEGORY I - WIND EXP. "B" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS 150 3 COMP. & CLADDING PRESSURES: ROOF ZONE 1= 10.5 / -25.3 PSF 6272 ABBOTT STATION DR. UNIT 101 COMP. & CLADDING PRESSURES: ROOF ZONE 2= 10.5 / -43.5 PSF PLAN AND FOUND IT?0 BE IN COMPLIANCE WITH I ASD ZEPHYRHILLS, FL 33542 COMP. & CLADDING PRESSURES: ROOF ZONE 3= 10.5 / -65.4 PSF WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 1-866-824-7894 4) FORE POST IANDUBEAMSS ZESPAND SPANS rr i( (J 1 gn. Tf1I I CACC 1. CA V FASTEN COMP. PANELS TO TOP PLATE FASTEN COMP. PANELS TO TOP PLATE W/#12X4" WASHER/SEAL HD SCREWS W/#12X4" WASHER/SEAL HD SCREWS ® BEAR NGRS WALL SIZE SPAN JACK 12" O.C. © ENDS & 8" O.C. ® RAKES. 12" O.C. ® ENDS & 8" O.C. ® RAKES. ` w' STUDS 1 2 COMP.PPAPORTING NEL ROOF (2) 2"x4" 4'-4' 1 6" BATT INSULATION » - (2) 2'x6 5'-4' 1 1 1/2"x2'xl 1/2 x.040" (2) 2"x8" 8'-o' 1 RECEMNG C NEL TYP. TOP & OTTOM (2) 2"x10" 9'-6' 2 CON CTION DBL. HEADERS W/}" PLWD. SPACER, GLUED & VALUE = R-3O (2) 2"x12' .11'-6" 2 TOTAL INSULATION I 2'x2x.040'ALUM TUBE NAILED W/16d NAILS ® 24" O.C. (2 ROWS EXIST. RAFTER/TRUSS U O16C 0.C. FASTENED S NED TO STAGGERED) 2X6 SYP #2 CLG. JOISTS © 24 24" O.C. TOP & BOTTOM W/ ALUM. KNEEWALL, SEE #10x3/4 SMS BOTH SIDES PRODUCT APPROVAL CODE CHART SIMPS LU26, PER MFGR'S. DETAIL STRUCTURAL COMPONENTS CLADDING ROOFlNG SPECS, ® EACH END SIMPSON SP1 SP2 FL10456 VINYL SIDING FL12231 COMPOSITE PANELS FL2291 HOST WALL SIMPSON H10A FL11478 RISER PANS FL1779 2X LEDGER ATT. TO WALL W/J"X3" LAG U SIMPSON DSP FL10456 SCREWS, 2 PER STUD Z SIMPSON SPH FLID456 N I-0 SIMPSON ABU/ABW FL10849 SIMPSON LSTA/MSTA FL10852 WQf I•- FASTEN 2X4 TO EXIST. HOST WALL w/}"X3" LAG SCREWS ® 12" O.C. C/) WALL PANELS (PLYWOOD) NAILING NOTE: = NAIL 8d NAILS 6" O.C. © EDGES & 12" O.C. IN DROPPED CEILING DETAIL KNEEWALL CONNECTION ® EXISTING WALL/ROOF FIELD. ROWS OF NAILS SHALL BE I" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS. 12 MEAN CEILING HEIGHT SHALL BE 7'-O" COMPOSITE PANEL OR ALUM. RISER PAN ROOF, 1/2� ALL CONNECTORS AND FASTENERS IN 2X4 STUD WITH SIMPSON SP2 CLOSE INSUL. PANEL W/ALUM. END CAP 2X4 BLOCKING FOR PANEL SPLICE CONTACT W/TREATED WOOD SHALL BE ZINC WHERE WALL HT. EXCEEDS PANEL LENGTH COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' DBL 2"X4" TOP PLATE (ONLY NON-TREATED • WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE 2X4 CRIPPLES ® 16" O.C. IMPERVIOUS MOISTURE BARRIER) ROOF SPANS for ENCLOSED ROOMS 25 PSF 140ult = 110asd EXP — B MAXIMUM SPAN DBL 2X HDR. W/1/2" CDX DBL. 2X HEADER W//" PLYWD. SPACER OVER PER TABLE WINDOWS/DOORS. SEE HEADER TABLE 3x12'x.024' ALUM PANS 10'-o" SIMPSON LSTA STRAPS OR EQUIV. ® 3'xl2"x.032" ALUM PANS 11 -0" INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS 3"x12x.26 GA GALV. STEEL PANS 13'-2" INSTALLATION INSTRUCTIONS 3x4'x.024' COMPOSITE PANELS 11'-2' SIMPSON LSTA OR EQUIV. AT CDX OR " OSB. SHEATHING SHALL OVERLAP 3x4'x.032" COMPOSITE PANELS 12'_11" THIS LOCATION BOTTOM AND TOP PLATES, SEE NAILING NOTE 4x4'x.024" COMPOSITE PANELS 13'_2' SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED 4'x4'x.032" COMPOSITE PANELS 14'-3' 2X4 JACK, SEE TABLE VINYL SIDING OR HARDI-BOARD SIDING ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS WHEN SHEATHING PANELS ARE CONTINUOUS (8'-O" OR UNDER) AND NAILED PER PANEL NAILING NOTE. INSTALL WINDOWS/DOORS IN 2"X4" WOOD STUDS O 16" O.C. ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT OPENING PER MANUF. W/R13 MIN. INSULATION EXCEEDS 8'-O" OR WHERE SHEATHING PANELS ARE INSTALLATION INSTRUCTIONS JOINED. PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO JOISTS W/2 STAGGRD. ROWS OF 16d SIMPSON DSP NAILS ® 12" O.C. OR EQUIV. 3/4 PT PLYWOOD \-R-13 MIN INSULATION UNDER FLOOR FOR FRAMING FOR OPENINGS CONDITIONED SPACES WITH HEADER WOOD DECK FRAMING, SEE DECK ENGINEERING WALL SECTION/DETAILS FBC PLANS & ENGINEERS NOTES: I I ROOM ADDTION - RISK CATEGORY II I 140 ult ENGINEERING SERVICE, INC. 1. THE BASIC DESIGN WINDSPEED= 140 uft /110 asd, 3 SEC GUST, EXP. B 110 asd 5272 ABBOTT STATION DRIVE UNIT 101 2. RISK CATEGORY= II I CERTIFY THAT i HAVE REVIEWED THIS ZEPHYRHILLS, FL 33542 • 3. THE IN ERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/—.18 �� HEREBY THAT ... ...._. 1-866-824-7894 A rniD p. ri Anniun nnrori,err. ...�i , ..... ......- ---. -- - I• rir=fl °O ro I o m I 12'-0" WD. DECK 12'-0" W/HANDRAIL FRONT ELEVATION REAR/8ELEVAATION SCALE: 1/B = 3"X3"X.093" ALUM. 3"X48"X.032" & 2X4 SMBST VAC BATH DINING - COMPOSITE O_ o PANEL ROOF vii w BEDROOM z b 0 w/ ________ __ L.R. 3ihY L? r COV'D. KITCHEN m a PATIO CL EXIST EXIST. DOOR 8 ❑ ❑ ____ DOOR ® 4x, qp ® _______________________ o 0 CL 00 WD. DECK HW ATH m COV'D. 5TORAGE _ � o PAT10 35'-0" 5'-0" 2"X4" STUDS 36X60 36X60 I 24X36 36X60 36X60 36X60 16" O.C. FINISHED '-0" 10'-O" 8'-0" 14'-0" j. L3"X3"X.093" WITH VINYL SIDING SIDE ELEVATION I. iALUM. POST 35'-0" SCALE: 1/4' = 1'-0' RM. ADDITION ON 2X4 STUD WALLS ® WD. DECK 16 O.C. W/VINYL SIDING ® SMOKE DETECTOR S1 frtQV FLOOR PLAN 110 V. OUTLET SCALE: 1/a' = 1'-0' ® SUPPLY DIFFUSER FBC PLANS & CONTRACTOR: JOB DESCRIPTION: 1 I RISK CATEGORY II 140 ult ENGINEERING SERVICE, INC. OWNER ROOM ADDITION 110 asd 6272 ABBOTT STATION DR. UNIT 101 NAME/ADDRESS: I HEREBY CERTIFIC_THAT J H4vF aFviFv✓rn Tu�c ZEPHYRHILLS, FL. 33542 — ALL CONNECTORS AND FASTENERS IN CONTACT W/TREATED WOOD SHALL BE ZINC COATED ,- GALVANIZED STEEL OR SIMPSON 'ZMAX' - 11 GA. INTERNAL ALUM. N .I BASE ATT. TO JOISTS 3X3 ALUM. PATIO/CARPORT POST, I I I I I W/#10X3" DECK SCREWS, PER PLAN I I 2" MIN. EMBEDMENT -0" MAx� 2X2 ALUM. HANDRAIL POST PICKETS SHALL NOT ALLOW A 4"0 SPHERE TO PASS. PICKETS SHALL NOT ALLOW A - - - ALT. POST CONNECTION 4"0 SPHERE TO PASS. z TRIANGULAR OPNG. SHALL NOT ALLOW A 6"0 SPHERE BOTTOM CHANNEL TO POSTS W/ TO PASS. 1 1/2"xl 1/2" x3/16" ANGLE "' PLAN VIEW M W/ (2) EA FLANGE #10x3/4" TEKS -PER FBC 31 1.5.6 - 4 OR MORE RISERS REQUIRES A HANDRAIL. 2"x2"x.062" ANGLE EA. SIDE PRE-MANUF. WELDED PT OR COMP. DECKING BASE, ATTACH PER PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION FASTEN TO JOISTS MANUF. SPECS. W/#8X3" DECK SCREWS RISER HEIGHT = 7 3/4" MAX. PT 2"X PERIMETER JOIST (2) 5/16" HEX HD BOLT, HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT WASHERS & NUTS EXCEED " #10X3" DECK SCREWS TREAD DEPTH = 10" MIN. (NOT INCLUDING `NDSIt4G) ALUMINUM POST & RAILING TO DECK CONNECTION A NOSING NOT LESS THAN " & NOT MORE ;THAN 1j' SHALL BE PROVIDED ON STAIRWAYS WITH S iRISERS. 16"X16" ABS PADS UNDER STRINGERS PT OTO PT 4X4POSTS W/(2X PERIMETER 2)JOISTS STEEL BOLTSP R(4" x12 STAIR STRINGERS SI CONCRETE PAD FASTEN FLOOR JOISTS W/SIMPSON LUS HANGERS FASTEN TO DBL 2X PERIMETER JOIST EQUIV. PT DBL 2X6 PERIMETER JOISTS FASTENED OR EQUIV W/SIMPSON #LU210 OR PER ET TO PT 4X4 POSTS W/(2)1/2"0 STEEL BOLTS WOOD STEPS & HANDRAIL MFGRS SPECIFICATIONS DBL P.T. PERIMETER JOIST 8' MAX. FASTEN JOISTS TO 4X4 PT POSTS W/SIMPSON LPC4 HOST STRUCTURE POST CAPS OR EQU►V WOOD RAILING OPTION 2x6 2 ALTERNATE CONNECTION ( ) 1 q MAY SUBSTITUTE COMPOSITE RAIL; INSTALL PER MANUF. SPECS. PT 2"X FLOOR JOISTS © 16" O.C. FASTENED TO PT PERIMETER JOISTS W/SIMPSON LUS-26 OR EQUIVALENT, BOTH ENDS FASTEN DECK PLANKING W/8d GALV. PICKETS SHALL NOT ALLOW A 4"ø SPHERE TO PASS. NAILS, 2 PER BOARD © EVERY JOIST ATTACHED W PT 2X2 BALUSTRADES I DECK AND TO TREADS OPTIONAL BOTTOM PT 2X4 RAIL 1 PT 4X4 POSTS, TYP. PT 2x4 BOTTOM RAIL FASTEN TO POSTS W/(2) 16d TOENAIL EA. FREESTANDING - DO NOT ATTACH JOISTS TO EXISTING HOME P.T. 4X4 POST DECK LANDING PLAN FBC PLANS & ENGINEERS NOTES: ENGINEERING SERVICE, INC. 1) THE BASIC DESIGN WIND SPEED = UP TO 110 MPH ult/140 MPH ASD 3 SEC GUST WOOD DECK DETAILS - RISK CATEGORY I Vult 6272 ABBOTT STATION DRIVE UNIT 101 2) RISK CATEGORY I - WIND EXP. "B" ZEPHYRHILLS, FL 33542 3) THE INTERNAL PRESSURE COEFFICIENT = + I HEREBY CERTIFY THAT I HAVE REVIEWED THIS 170 1-866-824-7894 /-.0.0 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH f\ ' '� ASD ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 A 11