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Home My WebLink About11-12559 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (si3)�so-oozo 12559 , � BUILDING PERMIT Permit Number: 12559 Address: 5225 10TH ST HISTORIC Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18200-0060 Improv. Cost: 20,000.00 Date Issued: 11/30/2011 Name: DELGADO, GLORIA Total Fees: 322.50 Address: 5225 10TH ST HISTORIC Amount Paid: 322.50 ZEPHYRHILLS, FL. 33542 Date Paid: 11 /30/2011 Phone: (813)715-4693 Work Desc: LIVING RM ADDITION ADDED 10 X 18.8 SQ FT( see conditions) SUP HEA & COOLING MECHANICAL FEE 60.00 51� L Y� ��L tiU �.✓ �� . ( '� "�' FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of wmmencement may result in your paying twice for improvements to your properly. If you intend to obtain financing, oonsult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. / J ._ - � z� NTRAC R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 IiOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ZEPHYRHILLS HISTORIC PRESERVATION BOARD MINUTES A Historic Preservation Board Meeting was held on Tuesday, November 15, 2011, in the conference room at the Municipal Building at 5:00 P.M. Chairman Geiger called the meeting to order at 5:10 p.m. as a quorum was present. Roll call was taken. Present were members Jason Aiken, John Geiger, Marian Riopelle and Tracy Sullivan. 1. Appli cation for a Historic District "Certificate of Aqpropriateness" submitted bv Gloria Delaardo (File No. 8PA805) for prooertv located at 5225 10 Street The owner is proposina an addition and plans have been arovided Staff verified that this home is a 1925 Craftsman architectural style and is a contributing structure in the Historical District. Taylor Goldsmith, contractor from Lake�and provided plans for the addition and pictures showing the existing structure. He was unable to attend the meeting but said he could be contacted by his cell phone (863) 602-0745 for any questions. The Board reviewed the proposed plans and pictures submitted by the applicant. After discussion, staff was requested to call the Mr. Goldsmith to verify that the original roofline was going to be continued on the extension. He verified the roof line of the original structure will be extended and that he would agree to keep the chimney on the roof even though the fireplace is going to be removed from the interior of the house. After staff reported the contractor's responses to the Board, Tracy Sullivan moved to approve the proposed addition with the condition that the chimney be retained as is and with the understanding that the new roof will match the existing structure's roofline. Motion was seconded by Jason Aiken. Motion passed unamiously. Meeting was adjourned at 5:45 pm CITY OF / / / / BUILDINa ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION �• • - • ADDRE55 � DATE PERMIT �, tZ � G'� �.1 �-�� .�/ THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. l�� 1 � ;� �c'� �S � � �:: � � u/ � � � .� � � i � u i � lt'�� ✓ � �t is unlawFul tor any Carpenter, Contractor, Bui�der, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth 780-0020 FOR RE-INSP C �N w other material, until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM - 5 PM MON.-FRI INSPECTOR �� _ � �. . � � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � � �vl s�� .s��c�� Date Received: � j - �� Site: �Z�J�' l�� `� Permit Type: I�� S� �� 'G�� "�-i �? � r /�� Approved w/no comments: ❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ "%� �, ,� `�� 'tlD�P�� ) � �� i� r �� ; � r � ° � c �� ,� .� ��r�' l� .��- �- �'.�< �- , � - �� c C:� c� � � ,�� Z� ',,� ��,. _� � � �� r��° ` -lt� c�� < �� , � ' c� I � � � , � � � J1,' � . � �� L .r � -� �> ` , r ^ , • ' ^ (7 � ! � �l ` This comment sheet shall kept with the permit and/or plans. � , j.. � _ G, � ,'��,. 2��, � � �/ Kalvin Switzer lans Examiner Dat� Con actar ar�or Homeowner (Required when comments are present) i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2011185243 � ' Rcpt:1401576 Rec: 10.00 D5: 0.00 IT: 0.00 ; 11/30/11 D. Bonilla, Dpty Clerk NOTICE OF COMIYIENCEMENT PRULR S 0'NEIL,Ph D PqSCO CLERK & COMPTROLLER 11/30/11 10:24am 1 of 1 OR BK ��2� PG 2�35 PERMiT# 5 TAX FOLIO f - ° � -.IjUIC) � I F'� �-UtJ — C.� GC✓L� s�rarE oF �� couNrv oF p,� THE UNDERSIGNED hereby gives notioe fhat improvement will be made to cerfain reat property, and in accordance vvith Chapter 713, Florida Statutes, the following infaRnation is provided in this Nofioe of Commencement. • 1. Descxip#ipn of 1 1��l} C� 1 l. , � � \,�` �-- � ��1' 2_ General descriph' C�'6"��' % g� K / �� /}C�t� 1 T! O I'� r �:� �''�?tc� � <� t h ,� j�. 3: ow�,� �: � ,�� y r�l� � Il s a. Name BAddr�a.ss_C� jo216� �. �� f��/-�c� v y�s�.S �/D S r,� b. Ir�te�est In Property: Kb�c c� �n r2 � 3 3�J �� ' � c. Name 8� Address of Fee Simpte TiNeFwlder (oiher than Owner): 4. CoMractors rtame 8� Addre.ss: 5c+>.. C=ry ldsr► t(� Co aS i-r'��c � id.� 1 �.� c. 3.�`(!} Gm+) l v� y"�'d � Lxk�tla,vl� F"�- 5 S a. Phone Number: $63 �58 -o7t f b• Fax Number �(�3 S�5'f -�lOay 3:�iv urety IMormation: a- Name � Address: b- Phone Number c. Fax Number ��-. d. Amourrt � Bond: 6. Lender's Narr� & Address: a. Phone Wtunber: /V�j�} b. Fax Ntmtber: 7- Person w�hin the State of Florida desgr�ated bY Owrler upon MA1om notioes or otlx� doam�erttS may be served as prayided by 7f 3.13 (1)(a) 7. Fbrida St�ues: a. Name & Add�+e,ss: b. Phone Nunber: c. � Fax Number. 8. In addition to hpnseFf, Owner designates _ I to receive a copy of r fhe�Lierwr's No4oe as provided i�n Sedwrt 713.13(1)(b), Florida S�. a_ Phone Nurnber; b. Fax Nurnber 9. Expi�ation date af Notice qf Commenoement (the expiration da6e � one (1) Y�r from the date of re�rding unless a differer�t da�e is spe�fied}: Owner)_��D]�� 'L" V o��.� � � of �� v�...-vvv w-- Swom �o a `d subscxib� !�eiore me this y of l�C�o4X r . 201� , �.H" � Plday aublie sta1. a Flodaa Notary: NL� ' A �""� My Commis�ion EEOl70de �?a� Expi�s 07I07J2015 KnownPersonallylLD_SF�nm � i��,�.1a3 as�s-3�i-�r3d-o My commissi� e�ires: �l'� � 15 NOT10E-07/0'2 � � j�� -� Z�,� r�,i�ls P�3 i l�G- S`i �u�5 !� �� - � i . � Le `� 5 ftie. s!� f+- �► f' i� �- ��3 lo � k ►� �- � r �t �e �� g s> c� d� c� r tdOC RequfrerrierKs 10/Z1f2o10 ' �7`I 3� �� L� � i I S'�'�+��E �;�' 'r=b C>�.;'�?�?,, i Y t?F PASC� TF�iI� ?:�fO :�"tZ TkiAT T"H� FQREG7WG iS A i�UF_ �n,ID �:'UR±2Ev k Ci��Y G� 'f"wdE 7Qi:Uf�9cNT 0�1 FlLE QR OF F'UELIC F�,ECORD fN':THIS OFFICE WITNESS P�iY �AND Ak�dD OFF • ICIAL S�AL THIS � �` DAY OF ' ��?� PAUL " E�L. & COMPTROLLER BY_� �E�U? ° CLEFzK �. Oct 28 2011 9:57RM Superior Heating&Cooling 8138149374 p.l _ i._.. _ _. -- - - ---- - — --- -- !to•no�ao�o Cky of l�phyfi�l6 F�mlt �ppN n�� 7eo�eaz� �xroo�.w�ni g W'' �.0 n...w.a � rhe - a N.n. ' r� �' orin.rl�w�.Nwnr�r � t 3— . ]w�Mh A�� ' S �J �./1• OiMM� FIMti Nwll� 'N O�M T�M�MQIIr IIMM ONM/rUwM NYnW �M ere�N TN��rAdd�w r"�`� u + bpri �_ �oe A�Dllefs � �'�' .MC� i _Z -�. - ue�v - 44�►� �vt�n rWaV1NON -- p�tpwo 1110�rNO..irr+a�neneq � � AOWALT � lION Q C� �� . 1IIIOIIK rIlO�E� �� 11iPAN� �o!!a vw sr� Q ooe�M C� ot�a rr� o� oo�+�wenoM �' � 0 �� Q o�a.�� oi wo�c i�+o n 8 1� ��.ee�. .uao�a � In' X�Y ''' tq roar�we 18 y �r q r C��"� �-0 QGD v�T� oa Torw. e�eTauCr�oN � �awcx C� �+oane� ew�cr 1,� w.ae.c�� {��,� L�KEC�a�cK . se�� ► p�"�� = c. 2 ��p�� ,� �� . 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M oa�NNr�1 wq�M+n�� iMY� �nwt eanlM� "�'►RDr�TY /11lIViY a�Arr 1or �M N�W oonM�udlon 0 �� d �plMtlr�, � 11 ew NMO� � NoYea d CM1m�wM1�1t 1� �M*� (��►PrrMw w�f !*�Ml •• � fia �M awlt�abr) r Pw� dNOO1�r �' M1 �M1�'►+a�Od C� �a+Ne�y r11� na11f1�1a I� Man rMw �uIh011=Mq MoN OYLII TII! Co1M17�1t �eJ�M�7'IIN� ff1M� � �iP�� !r! A.iee� r.Mro�.• s.w.rr e.Ne. uoa.d•• �+a 1'N�ew �.r�PaeroN mw...r•.reco�« �rwraan �u� ro�eM.r•.++••eif+�► tD01100'd bL9� £b�80 L1�Z18Z101 :woa� Joe Goldsmith Const. Inc. 863-858-4024 p.1 Fron: 1ll30!2U11 Q8'17 #E33 P.0011001 ' City of Zephytfiills Perntlt Applicatf�n�� G F.x-a�aaeo-oo2� �� ' e�a►�a oev.n�nt , � 5 , {f �j f 1 q slwir contact 1a pu�l _ 07'�!S � r' 1 ' •n� � 4 Ji 7r,ws 1' OweNr Phom NumbW r d ��J —� 3 �.f �!e .�!'a Addrw �. 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BUfWRKi 81ZE �!1 � !( /b ��j' � � soFOOr� ISd �� Q ► (�'eutifliHC � � � �-O UQ� VAWATIONOFTOTALOpNgTql1C7}pH y� QELECTRFCAL s , AMP SEfMCE Q PqO��gg EN <3Y Q WR .C. .✓� OPww+�Aeinu� _ ,�'� ..- 5Ed�3`^� e-1`V ,Z� r_ 2 � p�� 5�� QMECHANICAL S VALUATiOM OF MECHMRCAL INSTALLATION � 7/ Cl� O aooF�va Q sr�cu�YV [� oTMr�t ��G�� FNiISHED FLOOR £LEVATIOHS � iWODZONEAREA �YES NO � y � BUILOER COM�ANY U G �i� v�•r I ti C.e �ns SlDNATIJqE '��'UC.� cu.� nEdBTEI� Yl N s� artns� Y/ rwdnso �`IA Gy. � llce�ss8 CJ2U � � 'l� oa��nY� ��i � r i � leC f t� u,.� }�1 � T� � � � r �� Y/ N FEE CuI1RE� Y! M ��? 'i1Sb' • i L] k: (w E Q • • -� ue�e r PLI�MBER �� 3NiM11TURE rt6pqrFe�p YJ N r�WRnB. Y/li IW �reas uar�se r ?' p1H � a 16NATURE ' ��, COMPANY �� 11ldai911EO Y/ N � awrla V/ N lldi�ts lJaense • �� COMPANY SIOMAtuRE aeG�stl1� / N r� o�. Y/ N Addms � u�.,� aES1OdtTlAL Aqad� (2) Pbt P1sns (z) s� oi 9WWbg Pran.: (1 � pt of 61�r� Fqma: R-0-ri pvmit ior nwr oor�e�Ton, Minienm ten {10) wotltkiy dars �Aer aubmltlal dnbR li�quFed o�q�e, ponqnx�n Plant. SEOmiwe�er Plans v�43tl1 Farxs t+stalb0� �� A� Fadlitlss 31 duopslar, S�'Oa VYark pereit br subdN6fpe�irge pr�qe� (� �nPMb s�b d8�g Plans pMs a LJfeSa/eb Papr (1) al of EnRpr Forms. R4W Pemf%ta naw corobWlon 61fnlTUm ten (1� w°rkin9 daya aMr w6miCSl aat�. Rp�ied wsPoe. Consltudon PIGp� 8ZOrnwatr Ptaru w' SMt Fena istdfed, 91CiN PERMR AftaoA (2) n� d E �n0►�eend Pistc. Wak Permlt kralf naw pm}ets. R/ oommada! repuksn�ays Mu6t m�e! oompllrnoe • •••PRdPERTY 8URVEY roqu�red for W! NE W oa�strudm OMsetloro: Flr aut applicatlon aompl�tely, Ornor 6 Contrador ayn 6adc of appYcalpy notadzeE R av�r i=S00. a Notla oI CortwMnewrNnt Is repukW. (A!C nppmOts over i760� " AW nt (for tl» cwfOacW►j or Powsr M Atlprtisy (for he ownlh rroUO be sorneone wRh ipprfxed Istlx ftom anxr aMlarbinp same �YER T1E COUNTER PERM�TTINO (FroM Of/IppNcatlOn OHy) LNOO/s R shYiplYa S9wefs SBfVlaa Uppredas NC F�roCi (PIO�Suvey/FOOtege) ��++�r�-NOt o�rer Caunosr i( on puWic re�vps•.nae�b ROW si3-�eo-oo2o City of Zephyrhills Permit Applicati fl !' Fax-81&780-0027 Building Department �� .�5 )ate Reeelved �� q Phone Cor�tact for Pertnitd (} � — U7�.�J �wner's Name r� m�t5 L-� J� 1`rv�5+ Owner Phons Numbsr �� 3 ' — 78 3 ��-�o �wners Addmss � 7 ��l � �7 7'/eP� Owner Phone Number °ee Simple Tkleholder Name Owner Phone Number �ee Sfmple Titleholder Address JOB ADDRESS �� (� � 5 �" LOT / � SUBDIVISION PARCEL IDM I —� � '� � G � f U — �, f} �-�Ji7 — CJU [ou (OBTAINED FltOM PROPERTY TA% NOTIC� WORK PROPOSED B NEW CONSTR B ADD/ALT �J SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE �i SFR Q COMM Q OTHER TYPE OF CONSTRUCTION a�/ � BLOCK Q F Q STEEL Q DESCRIPTION OF WORK M�'�� '� ( V u �� Q��'''� �Q�''� BUILDING SIZE �V + X�� (/ ,� SQ FOOTAGE �$� HEIGHT �, �BUILDING E�D vO� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL a AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ��'� s $� �i��c r � , . �, Z �� QPLUMBING S r G� -� �'�_ S��i' ��i.S'%Z � � G .��. � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ',�`" �� QGAS Q ROOFING Q SPECIALTY Q OTHER � �/ 7� G� FINISHED FLOOR EIEVATIONS FLOOD ZONE AREA QYES NO F� 3 � BUILDER � COMPANY �UC, �I�"�"� � ��^5'��t �a-� Z SIGNATURE REGISTERED Y! N �E WrtaE� Y/ N Addross 3 2 y � G l�n I�a� LJcense #��ViT � 2U (oFJ� �CTRICUIN ��;J;�/[�`� '� COMPANY � SIGNATURE �' � ��y� REGISTERED Y/ N FEE CURREA Y/ N Addross License # � PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CuRREn Y/ N Address License # y , � --�_ C NICAL� �� COMPANY IGNATURE REGISTERED Y/ N FEE CURRE�. Y/ N k.-� ba�K�' Address �icense # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CufiREn Y! N Address Llcense # RESIDENTIAL Attach (2) Plot Plans; (2) sets of BuiMing Plans; (1) set ot Energy Fortns; R-O-W Pertnit for new ow�structlon, Minimum ten (10) working days after submiltal date. Required onsite, Constructlon Plans, Stortnwater Plans w/ Silt Fence installed, Sanitary Fadlitles & 1 dumpst�, Site Work Permit for subdivislonsllarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-0.W Permit for new consWctlon. Minimum ten (70) working days afler submittal date. Required onsite, Constructlon Plans, Stormwater Plans w1 Silt Fence installed, Sanitary FaaBtles & 1 dumpster Sife Work Permit for all new projects. All commerdal requiremenfs must meet compliance SIGN PERMIT Atfach (2) sets oF Engi�eered Plans. "'•PROPERTY SURVEY required for all NEW construction. Direclions: Fill out application completety. Ovmer & Contractw sign back of applicatlon, notarized I( over 52500, a Notice of Commeneement Is requlred. (AIC upgrades ovar i7500) "' Agenl (for the conVaclor) or Power of Altomey (for the o�nmer) would be someone with notarized letter (rom ownar authorizing same OVER THE COUNTER PERMITTING (Front of Applicatlon Only) Reraafs i( shingles Sewers Service Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW Comme�cia/ - lndustria/ - Residentia/ JOE Gn ��s M � T H 3240 Galloway Road, Lakeland, FL 33810 Phooe(863)859-1402 Fax(863)858-4024 ivc www.GoldsmithConst.com GENEfGLCOMRACTDRS CGC OZOGSZ Customer Information Name Gloria Delgado Date 10/19/11 Address 5225 10th Street City Zephyrfiills State FI ZIP 33542 Phone 813-783-2126 Description of Work - Pull all permits required by the Pasco County Building Department - Construct 18'10" x 10' Addition to home per engineered drawings - Match exterior (stucco w/band and keystone around window, paint, soffit, facia, shingles, etc) - Demo fireplace - Move radon machine - coordinated by contractor, paid for by homeowner - A/C by owner - contrador will help coordinate - Install new electrical per plan and tie into existing panel (dces not include service upgrade if needed) - Drywall new construction and tie in with existing walls and ceiling (knodcdown texture) - Install all baseboard, doors, and trim - Insulation: R-30 in attic with polyvents and al-foil on watls - Remove 270 sq ft of existing tile and Install 458 sq ft tile ($4.50/sq ft allowance) - Closet shelving: 3- 6' linen closets - one w/3 shelves, one w/5 shelves, one with shelf and rod QUt,� n �Ay rv.�en� -� IO� Uoo . Up � 5 � , / . � � I Q 1 `r � _ N � v � • � TOTAL $ 29,700.00 T /'I Customer Signature F';�� ° _ � G�7oo.Gb • l� Please call Taylor Goldsmith at 863-802-0745 to accept this proposal, or if you have any questions. � Thank You for Your Consideration. STATE OF FLORIDA -�-- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION COI�TSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �' 1940 NORTH MONROE STREET �� TALLAFiASSEE FL 32399-0783 GOLDSMITH, JOE C JOE GOLDSMITIi CONSTRUCTION INC 3240 GALLOWAY RD r.nxELAND FL 33810 STATf OF FLORIDA A �' # t ' �� °`' � Congratulations! With this license you become one of the nearly one million ggp �,�_ � BII ��:� - Floridians licensed by the Department of Business and Professional Regulation. �pROFBSSI�F,�`�- �GLT�1�1� �; - "-- Our professionals and businesses range from architects to yacht brokers, from = boxers to barbeque restaurants, and they keep Florida's economy strong. - -- -_ �- _ °' _ CGCO2U682 � �0�'/-��'I:G1 0�04T'7563:= Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. , CggTlg�� 32�1L ��1TRAC'�Q-12- , There you can find more information about our divisions and the regulations that G43I�DS�dI�1��f,.:�79Is�. -C=' ."" '' -�= -_ �: impact you, subscribe to department newsletters and learn more about the JOS G4LiTS�� 'C�Q��[f�TIQ� �E Department's initiatives. , _, _ - Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congrat�lations on your new license! -= =s CSRTIFISD uader ch. provisioas a$ _ce.489 P� �p3ration <tate�-AU6 3Y� 2012 L10�5�3y.RQfl7.4 �� ,� � �� _ DET.r;,^-rH HERE AC# ,� �" '"" ' w, '� �: -- - -___---- - -- - -- - - _ ' �� r_�� f • STATE- t`�� FLORIDA DEPART1�iENT OF BIISINFSS ANA PRQFESSIONAL.REGULATION `- CONSTRUCTION' INDUS�'RY LICENSING BOA�I) _ � --`: � - SE�Q# Lioo�iv�o��. - LICENSE NBR �� - 06.- 10: =2�10_= 0904?7663 CGCO20682 =_ Tl�e GPNI�RAL C��+ITI2ACTOR. _ _ � ° I�I3m�3= below `IS CLRTIFIED IInder the p�ovisions of Chapter 4��9,FS. --- Expiration date: AUG 31, 2012 � - GC3LI3SMITH; JQE C -'- = = _ JOE �DLDSMI'�H CONSTRUCTION �N� - 324A N GALtifflWAY RD __ � LAKELAND FL 33809-0625 CHARLIE CRIST C1�ARLIE_ LIF�I - - - GOVERNbR INTERZM 3.�CRE'Y'�iRY _ `: ;:� __` _ '?: t7iSPLAY AS REQUIRED BY LAW --- From:Diana Amador FaxID 863-967-7592 Page 2 of 2 Date:10/17Q011 04.27 PM Page2 oi Z qC 0� OP ID: DA �--� . CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYYJ , o„ �i„ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA710N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERIIFICATE DOES NOT AFFIRMATIVELY OR NEGA7IVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIqES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONS7ITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S� AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADdT10NAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, oertain policies may require an endorsement A statemeM on this certificate does not confer rights to the certificate holder in lieu of such endorsement s. PROOUCER 863-967-0454 CONTAC Mulling Insurance Agency, Inc. Ho� 863-967-7592 FAx P O Box 30B 208 E Park Street ac rro e�e : � � E*IAII Aubumdale, FL 33823-0308 ADDRESS. PROWCER GOLD-07 Brien Spann, AAI CUSTOMERID#. INSURER(S� AfFORDING COVERqGE Nq�� # INSURED �oe Goldsmith Const., �flC. INSURERA Southern Owners Insurance Co. 10190 Cindy Goldsmith INSURERB Owne Ins. Co. 32700 3240 Galloway Rd. Lakeland, FL 33810 INSURERC. INSURER D INSURER E INSURER F . COVERAGES CERTIFICATE NUMBER: REt/ISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CpVDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, TNE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR �TR TYPE OF INSURANCE POLICY NUMBER MM1 MMAD� LIMfT& GENERAL LIABILITV EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENEF;AL IIABIIRY 72709893 �&�� 3��2 pREMISES Ea occurrence $ 3��,�0 CLA�MSadP,DE �� OCCUR MED EXP (My one pprson) E �O,O PERSONAL & ADV IN.l1RY $ � �OOO,O x Hired 6 No O w n ed � GENERALAGGREGATE $ Y,OOO�O GEML AGGREGATE LIMIT aPPLIES PER POLICY PRO- LOC �ODUCTS-COMP/OPAGG b 2,000,0 AllrOMOBILE LIABILITV a COMBINED SYJGIE LIMIT $ � �OOO,O B ANY,4UT0 768580100 �/�f�� 3a�2 (Eaacadent) ALLOVJNEOAUTOS 8 0DILYW,URY(Perperson} $ X SCHEDULED AUTOS BODILY IN,IURY (Per acadent} _ H IR ED AUTO S PROPERT Y DAMAGE (Peracatlent) $ NON-0'NNED AUTOS S S UMBRELLA UAB OCCUR EACH OCCURRENCE E%CESS UAB CLAIMS-MADE $ � AGGREGATE g DEOUCTBLE RETENTION $ $ VYOPotERS COMPENSATION $ APD EMPLOVERS' LIABILITV WC STATU- OTH- AM' PROPRIETORfPARTNERIEXECU77VE v � N TORY LIMITS ER OFFICERMIEMBER EXCLUDED� ❑ N/ A E.L EACH ACCIDENT S (Msndatory in NH) Ilyes, desaibe under EL DISEASE - EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E L DISEASE - POl ICY UMR $ DESCRIPTION OF OPERAl10NS / LOCATIONS ! VEHCLES (Altaeh ACORD 701, AdditionW R�marMs Schrdul�, it mon spae� is nquind) CERTIFICATE HOLDER CANCELLATION ZEPHBDE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, N0710E WILL BE DELIVERED IN City of Zephyrhills ACCORDANCE YVfTH T}�E POUCY PROVISIONS. Building Department 5335 8th Street AUTHORIZED REPRESENTATIVE Zephyrhills, FL 33540 � O 1988-2009 ACORD CORPORATION. All righffi reserved. ACORD 25 (2009/08) The ACORD name and logo are registered marks oi ACORD FfOm 10/17/2011 14.37 #033 P 001I002 .�-��Dn CERTIFICATE OF LlABlLITY tNSURANCE �ATE(MM/DplYVYY) ' io/i��zoii PROpUCER g63 . 33. 3131 FAX 863 . 533 . 7038 THIS CERTIFICATE 15 ISSUED AS A 1NATTER OF INFORMATION Gi bson & Wi rt , Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTJFICAT'E 12S East Mai n Street HOLDER. 7HIS CERTIFtCATE DOES NO7 AMEND, EXTEND OR P.O. Drawer 59 ALTER THE CaVERAGE AFFORDED BY THE POLICIES BELOW. Bartow, FL 33831 INSURERS AFFORDING COVERAGE NAiC # INSURED ]oe Goldsmith Construct�on Inc INSURERA gridgefield Employers Ins Co. 10701 3248 Galloway Road INSURERB: Lakeland. FL 33809 INSURERC. iNSURER D: INSURER E OVE THE POLICtES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TNE INSURED NAMED ABOVE FOR THE POLICY PERIOD INpICATEO NOTWITHSTqN01NG ANY REQUIREMENT TERM OR CONOITION OF ANY CONTRACT OR OTHER DOCUMENT WfTH RESPECT TO WHICFI THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE tNSURANCE AFFORDED BY THE POLICfES DESCRIBED HEREIN !S SUBJECT TO ALl THE TERMS, EXCLUSIQNS AND CONdITIONS OF SUCH POl[CIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PA�D CLAIMS. INSR D' TypE Oi INSUpANCE POLICY NUMBER ��CV EfFECT1VE POUCY EXWNATipN LIMITS 6ENERAI LIABIUTY EACH OCCURRENCE S COMMERCtAL GENERAL UABILITY DAMAGE 70 RENTEO s CLAIMS HWDE � OCCUR MEO EXP (My one persor.) g PERSONALBApVINJURY S 6ENERALAGGREGA7E 5 GEN'L AGGREGATE liNpT APPIIES PER: POLICY PR�_ PROOUCTS - COMPlOP AGG S JECT LOC AUTOMOBILE LIABIUTY ANY AUTO COMBINED SMIGLE LiMli (Ea acciden!) $ ALl OWNED AUTOS BODIIY INJURY $ SCHEDULEO AUTOS � �� MIREO AUTQS NON•OWNED AUTOS BODILV INJURY � (Per acddent) PROPERTYDAMAGE E {Per 8tcident) GARAGE 11A81LITY AUTO ONtY - EA ACCIOENT S ANY AUTO OlHfRTHAN EAACC S AlfTO ONIV AGG S EXCESS/{lMERELIA L1A81UTY EACH OCCURRENCE s OCCUR � CUUMS MADE AGGREGATE S DEDUC71BlE s RETEN710N S S 0830-Q0793 07/O1/2011 07 O1/2012 $ WORKERS COMPENSATOM AND WC STATU- OTM- EMPIOYERS' LIABIUTY � /� ANY PROPRIETORIPARSNER�EXECUTIVE E.L. EACH ACCIDENT S SUO, OO OPFICER/MEMBER E%CLUDEO? �t yes. dettr�e unde� E l DISEASE - EA EMPLOYE S SOO � OO SPECU4L PROVIS�ONS below OTHER E.L. DISEASE • POLICY LIMIT ; SOO � OO DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES l EXCLUSIONS ADDED 6Y ENDORSEMENT I SPECIAL PROVISIONS T T SHOUlO ANY pF TNE ABpyE DE�RIBED POlIC1E3 BE CANCELLEO BEFORE THE EXPIRATION DATE THEREOf, 7ME ISSUING INSURER WILL EN�EAVpR TO MAIL lO DAYS WRITTEN NOTtCE TO THE CER71FICqTE HOL�R Np�pEO TO THE IEFT, �7 ty of Zephryh i 11 s 9UT AlLURE TO MAIL SUCM NOTICE SNALL IMPpSE NO OBUGATION OR LIABILfTY 5335 8th Street NV NIND UPON THE INSURE � NTS OR REPRESENTA71VE5. Zephryhi l l s, FL 33 S42 '� au wzeo err�seN a lP ACORD 25 (2001/08� FAX: 813. 780.0021 BACORD CORPORATION 1988 ,�� POLK COUNTY IOCAL BUSINESS TAX RECEIPT � ,accoutvr No. 11813 CLASS: B EXPIRES: 9/30/2012 OWNER NAME LOCATION GOLDSMITH, JOE 3240 N GALLOWAY RD LAKELAND BUSINESS NAME AND MAILING ADDRESS CODE ACTIVITY TYPE 230150 CONTRACTOR GENERAL ""� �=�" JOE GOLDSMITH CONSTRUCTION INC '�` _ " - -� ��, �y,. �G JOE GOIDSMiTH � � �` �� T � 3240 N GALLOWAY RD f �i :.=� , �"a LAKELAND, FL 33810-0676 !, , � ^ � '� - � `',�°, y j F S � PROFESSIONAL UCENSE (IF APPLICABLE) �� __ ,��d'' CGC0020682 ��`' ` � OFFICE OF JOE G. TEDDER CFC * TAX COLLECTOR TH�SPOLKCOUNTYLOCALBUSINESSTAXRECEtPTMUSTBE � CONSPICUOSLY DISPLAYED AT THE BUSINESS IOCAT10tJ PAID-1205533.0001-O�U1 08/16/2011 08/16/201b CFM 12 57•75 —.�o� ,. . 3240 Galloway Road Lakeland, I rida 33810 � � Phone ( 859-1402 , Fax 858-4024 � CGC 020682 GENERAL CONTRACTORS POWE'r? OF A TTORNEY The undersigned, Joe C. Goldsmiz�h, a resident of Polk County, Florida, and who does business under the trade name of JOE GOLDSMITH CONSTRUCTION, INC. does hereby make, cons�itute and appoint 'T's, o r oP 1� County, j�kc.I4r-dL �� '� a �esident of of rhe undersigned with �he power fo� on be.half of th nae� ' ,� in-facr t� aPP�Y and obtain all �equisiie lice,7ses and buiiding permirs from the ��s�gred °f Z � �` �" ��f , Flo�ida with �esFa� t to the censi�uc�ion 4usiness" �' unders y ed. This Fower of Atto�ney shall re.main in full fo�ce and effect unril �evoked b the undersigned,• provided however, that such �evocation shall be of no effec � to persons, entities o� governmental authorities act�ng o� rhinos done �� r e1pe �t hereon p��o� to the actual receipt by them or" w�itte,� notice of such �evocation nc � �N WITNESS WHEREOF, the undersi ned h�s exec on th�s /��1� d y o f 9 o uted this PO WER OF A TTORNEY � �O .I I S�gned, sealed and de!ivered in the presenc of: �.,_. �.. � Wl TN SS JO GOL MllH d'ib,o J GOLDSMITh' CONSTRUCTiON lNC S l'�? i t OF FL ORID,�? COUNTY OF POLK The i POWER OFATTORNEY was � Cf� of / oc me this �f � C STR CTiON, ;�!/ �Y JOE C GOLDS�'VIITf-�,d/b,iai JOE G� ps� �d H � _ 'l.. ------ NOT, .RY PUBLIC { ►�Y P '. ?o ��: Lori rY PuW� State nda '3 � � � Butler °f F�o • �' M @ no �P Y Commis�q� EE0402p9 Expires � � 2 / 09 /2014 •�ommercial • Indust�ial • Concrete Work • Pre-engineered Meta/ Buildings • Oct z8 2011 8:27RM Superior Heating&Gooling 8138149374 p�l .�.. .. . ..--• - - -- -. �..--• — • •t -, „�' ',.' ' � . �, , , , • � . . . Y ' I � � � �. ' . . . ' • ' • � •� • , ' . � , / � . i � . � � � � � . ' . •� 1 i . . 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Z0 �3JGd �I�11�3�3 ��Iaa3HS 08509b9E98 Zb ZZ0Z/0E/ZT 813-780-0020 City of Zephyrhills Permit Applicati fl /�' Fax-813-780-0021 Building Department ' V .�5 )ate Received f� �� phone Contact for Permittin �d - U7y..5 �nrner's Name r� �� 1-� Ji , rt�v�S� Owner Phone Number v 1 3 � - �8 3 �� hnrner's Address � S �G � S��P'�� Owner Phone Number � °ee Simple Titleholder Name � � Owner Phone Number °ee Simpie Titleholder Address IOB ADDRESS �� l�� 5 1"!�'�� LOT # �� iUBDIVISION PARCEL ID# I —� �.�P i� -- G � 1 U — �� y v (OBTAINED FROM PROPERTY TAX NOTICE) NORK PROPOSED B NEW CONSTR 8 ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR aROPOSED USE � SFR Q COMM � OTHER IYPE OF CONSTRUCTION [�/ � BLOCK Q F 0 STEEL Q DESCRIPTION OF WORK m�'�"�d � / V� LrUI� ' (�d�Y� G�(-2¢1 BUILDING SIZE �V � X�� G r � � SQ FOOTAGE � S� HEIGHT � r i �BUILDING $�D v4� VALUATION OF TOTAL CONSTRUCTION j� � 11 QELECTRICAL $ AMP SERVICE Q PROGRESS ENE GY Q W.R. .C. �� s 5�� QPLUMBING $ s �� Q � I C� S L�S�%�� Z�-� �2 p � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '�'� a � QGAS Q ROOFING Q SPECIALTY 0 OTHER �I ,��l�G� =1NISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO , '�� + BUILDER � COMPANY U C- �l�'�'`� � �'^� �� L? � � "'� Z 51GNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address '3 2 `l � �'i-a,� � �icense # C�-{- C�J 2C1 (o�� . � - � ._ . _ � � C RICIAN �J � jy � ,p � / ' COMPANY -��- IGNATURE , � �" ` �� "!�/ � REGISTERED Y / N FEE CURRE� Y / N � � l f i /1 � �a Address � -� License # 'LUMBER COMPANY 31GNATURE REGISTERED Y/ N FEE CURRE� Y/ N /,,, Address License # y� 4 C NICAL�� /�� COMPANY IGNATURE �J� REGISTERED Y/ N FEE CURRE� Y/ N �.� hau�� Address License # )THER COMPANY iIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � tESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Pem►it for subdivisions/large projects :OMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary FaciliUes 8 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance iIGN PERMIT Attach (2) sets of Engineered Plans. "*"'PROPERTY SURVEY required for all NEW consUuction. )irections: Fill out application completely. Owner & Contractor sign back of application, notarized If over 32500, a Notice ot Commencement is required. (A!C upgrades over 57500) ' Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same )VER THE COUNTER PERMITTING (Front of Appiicatlon Only) teroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibiliry for compliance with any applicable deed restrictions. , UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a'contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. if the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this appNcation for which they wilt be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida 3tatutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the °Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws �egulating construction, zoning and land devetopment. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or instatlation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions t must take to be in compliance. Such agencies include but are not limited to: - Department of Environmentai Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Fiorida Water Management District-Wells, Cypress Bayheads, Wetiand Areas, Aitering Watercourses. - Army Corps of Engineers-Seawails, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressiy permitted. If the fill material is to be used in Flood Zone "A�, it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Fiorida. If the fiil material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill wili be used only to fill the area within the stem waN. - If fill material is to be used in a�y area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely atfect adjacent properties, the owner may be cited for violating the conditions of the buiiding permit issued under the attached pe�mit application, for fots less than one (1) acre which are elevated 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 this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, piumbing, signs, wells, poofs, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shali issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless th� work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned fo� a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate the job is considered abandoned. justifiable cause for the extension. If work ceases for ninety (90) consecutive days, \ WARNING TO OWNER: ROVEMEN TO YOUR PROPERT1f. YOU INTE D O OBTAIN FANANC NGTCONSULT PAYING TWICE FOR IMP WITH YOUR LENDE OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) ,� fi CONTRACTOR OWNER OR A(3ENT Subscribed and s ,(or affl d) be re me this, Subscribed and swom M(or afflnned) before me this ��, � g_�� b v 1 d,r C'-�1 �SYh �� bY Who is/a e erson y kno to me or hasltiave produced Who is/are personally knovm to me or haslhave produced �P e � � as idenHficaHon. as IdentlNcatlon. — .-� , , Notary Public Notary Public , , :,: ;;: Commission # E 040520 � Comm�si " Commisslon No. "'-� '` BadedlMuT^uYFanM��'�`' , Name of Notary typed� P�inted or stamped Name of Notary typed, printed or stamped 7X Result Report p � 11/30/2011 08:18 , Serial No. Aom��ooi�3s ' 7�� 55634 Addressee Start Time Tia� Prints Result Note 918638584024 11-30 08:17 00:01:26 001/001 OK Note RL Relay dCOnfidellt�ai Bl� 1 BU11etinC 1 SIPO r SIP n FaxF F IPADR IP� ddPR9S�FaX. i-FAX: InLCI"net FdX Result OK: Communication 01(, S-OK: Stop Canmunication, P�!-OFF: Po�er Switch OFF, TEL: Rii from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, BusY: BusY, M Full, LOVR:Receiuing lensth Ouer, POVR:Receiuins p�a9e O�er, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSH Response Error. "� City of Zsphyrhifla Psrm�t ! YYNW�pp�p� �pP'100 Il R�x-S'13700-002'1 � M �ne �w �«..rm � - ' �..� - L'. ✓: - i - o�....�. r�.e.» �a.....e�. 9 ! 3 — ...r� waa.N� ' �- 5 o fL 5�� - oy...�� v�.n.» �a.....s�r - r iN�PN THW�o�Y�r Nr�� Orrerr rtio�� Nuwb�� s�mw� rewno�s�r wew.`� io� woowESS 76 �- `oT � � �wav�s�ow �w�ec�� w I — 2 4 — — t� o� o — LSS�-c+v �xJGU iwr.w�o .wor rw.o.�w�-.. �.�.c .re�so�f rw�e�c ��eoroaEO B new ooMSrw � �oo✓.�.�T '��' s�oN 0 0 o�wwo��s►i NSTALL IiL�PNR rROrOilO Uis RrR Q CO�.AM •'�/Pe Or QONtTRYCTWN SLOCK O �THGR / O p Q STE6L Q OEOGR�rT�ON OR WORK �T10 I� O �/I ICO'JY�t G�L@a` su��o�wo sa� fo ` X�t+ ' ' �Q �� S Si �wwtrr $' �bVILO1N0 �O LlOa VAL.UATION Oi TOTI►� CONeTitUCT�ON QHLHCTR�C.JLL_ AMP BERVICC Q� � P�!lO ENE OY Q W.R. 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APPROVED By: DRAWN 13Y DATE' 5 /31 REVISED 6=5 ic? s r-W. -1 tai. I DRAWING NUMBER . s - I - r &=-'- ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPIIYRH11.LS ORDINANCES vv 1 .45andE,INC. 4'f {O `STA't `t OAt�. 230 {O l:f` ' HA�t t V4AY LUTZ, r—{..M DA 59M54 KATY, MAS - M4 , q4 FLMOA O*lN eZRtN6 U615N CA7602 PRONE: P(6 12 PHONE: 1 281 — 347 -8007 SAX: t�(8 {3�-�t �»2t� {6 r-Ms t- (28 {)�JA�I.8C�48 THEiM VRAKN69 AIM AN INST MkI ENT OF SERYIe.I 13Y A S card B, Mo. USIB OF T1 IEW MANS, R{3'R0t=lIlONS OF Hese PLANS, M IT VVZ4ME Ott IN PART, POR ANY PUP -FOSS IS PROWSITEE7 UNLESS WRITTEN PERMISSION ' IS 6RANTW BY AN OFFICER OF A S cued E, INC. RAKE VARIES. SEE ROOF DRAINAGE PLAN ROOF OOMPONENTS AND CLADDING FRES5URE5 +14.4, -50.1 4' ASPHALT SHINGLES. SEE MANUFAGURFRS SPED. U.L. APPROVED FELT PAPER 1/I6 058 BOARD OR 4/I6' 4 FLY CDX PLYWOOD 5HEATHtNG WITH CLIPS IN AREAS V+IEFtE TRUSSES OR RAFTERS ARE SET YVIDE:R THAN 16' O.G. SECURE EACH TRUSS WITH FiVRRiGAAE ANCHOR, 511-`tF50N HETA20 OR EQUAL, (HETAL PLATE UNDER EACH TRUSS, UNLESS OTW;;pWISE NOTED) — 024 GA. NON- CORRI9rVE METAL DRIP E06E OVER FASCIA, COST. VENT FOR ATTIC AIR INTAKE OVERHA CP 5HOM 15 TYPICAL. SEE ROOF SYSTEM DE:S16N FOR VARIES SEE MASONRY WALL HEIGHTS PRE --'AST SILL, FLUSH OR EXTENDED. -•-, 6' x 6' x 16' COW- MASONRY UNIT 4 REBAR - DOYIEL 5PACIN6 PER FOUNDATION LAYOUT h ELEVATION O'-O — J. — � TOP OF SLAB FILL STEM COMPLETELY 5000 P51 OONCRETL' 4 OOVR5ES (MAX) 2 COUR5E5 (MIN) ESTIMATED 6RADE: PRE EN&INEEREW WOOD TRUSS SY5TE:M, DE5f6NED, BY OTNER3. `— R -I4 INS ATiON, etOV 4 OR DATT WITH BAFFLES 1/2' 1-1164 5TRM4GTH OR 5/8' GYPSUi4 OCARD ON ALL CEILINGS. NAIL 4' O.G. EDE:ES ANO '1' O.G. IN THE FIELD WITH 5d COOLER NAIL3, OR ON354 15190" NAILS OR EQUAL 6' X 6' X 16' KNOCK OUT BLOB -K W1 tH (I) #3 RET3AR RUN HORIZONTALLY AND GONTINtbUS #5 RPE3AR CONTINI)CUS FROM FOOTING M- ON f'RE CAST REINFORCED OONCRETE LINTS . SEE LINTEL SCHEDULE FOR SIZE AND LOADING. TYPICAL WINDOW UNIT. SEE WALL LAYOUT AND WINDOW 6CI S FOR TYPE, SIZE, AND LOCATION. PROVIDE 1/2' INTERIOR DRYWALL ON I' RI&ID THERMA}C INSULATION UNDE32 IX2 P.T. HJ!'LikNG STRIPS (R-65) (TYPI(:AL) STOOL AND MOLD 5ENEATH (TYP). V10OD T'RM OR FINISHED GYPSUM ARO" WINDOW UNIT. 46 REBAR GONTIWOU^ TO LINTEL AEk2VE, MINIMUM OF 25' OF OVERLAP WITH FOOTIN& REEAR FILL ALL CELLS HAVING STEEL. SEE FOUNDATION PLAN FOR CE3L PL.AOEHqnrf. E3ASMOARD. CONTRACTOR TO CHECK TYPE O1' FLOOR COVERING TO DETERMINE 06T4T TO SET MOLDING AEOVE FLOOR GRADE. FINISHED ww -4zET2 FLOOR, 4' MINIMUM AT 9000 PSI TO RE=CEIVE TROWEL r - ms.H. N 1.4 x N 1.4 (6X6) HIRE ME 3H OR F1E5ER ?, � UNLP55 NOTED OTHERN SE 6 MM POLY VAPOR 5HIELD ESACKFILL AND COMPACT IN 6' LIFTS TO FRO-'TOR 4545. �A` \ — 5TAN0ARD 40' PRESENT 00i' TAIL OF DOWEL TO RUN PARALLEL TO " STEEL fRriD3 AT E30TTOM OF FOOTER. (2) >t5 RE$AR (GON'T) ON 8" CHAIRS PROPERLY OOMPA-'TED SOIL TO BE FELTT OF ALL OR.6AXIC MATTB R AND TO Ee TREATED A6AIN5T TERMITTE5. TYPICAL NALL DETAIL y � SCALE 142" = 11 - 0I! EX15 N6 I4ouse C-x 15 reowr PORcA� ROBERT K I H"tiLL Fz. License No.: 4601 1 1 i I .1 14144' I- Q Y i i f f i f � s T:I 4 IT 15 TYIE OPINION OP THE EN61N=R THAT T}M / r ~ DL'SI44 CONTAINE=D WITHIN T HESL FLANS AND $PEGIF(OATIONS V1AS PEPrOP44W IN AGGOROAN413 HIT14 FLORIDA EIUILOIN6 GODS ` (2001 WITION WITH 2004 SUPPL&4E4T) OWTION 1604. " WINO DE516141 WAS GONOI)OTIEP VOIN3 A°SC4 I-M TTg E4SINEERS WEAL, PERTAIN3 ONLY TO THE \ ` 1 STRI WtAL PORTION OP THIS SET OP OeV" 0RAWING3 AND 15 ONLY VALID FOR t2 MONTT45 AFTER TH13 DATE IT IS SIGNED AND yPALW. ■ s A 1 14� t - 1 -0 M- - re X T U pw`p � 4 tS4 lb MX - rCt-t e-e-ctS- r' E � r 1 Aja le t E I Q�ZCtS trjCn A00 (1) 03 RESAR 8' LONG WITH 4' EMBEDMENT AT 20" O.G. ANCHOR TO WALL WITH 51MP5ON EPDXY TIE- ADHESIVE. BOND BEAM FILLED CELL 2500 PSI 6ROUT. FILL CELL AT EACH LOCATION AS SHOWN ON PLANS. (TYPICAL) L .JL_ -.. 12'-0' 0 5 RESAR (CON'T) SPLICs (2) #3 REAR W LONG WITH 4' EMBEDMENT, ANCHOR TO WALL WITH SIMP50N EPDXY T! @- ADHESIVE. — STANDARD 1 10' HOOK. TAIL OF HOOK TO RUN PARALLEL. TO #5 STEEL RODS AT BOTTOM OF FOOTER. ESTIMATED GRADE —� 3 UNDISTURBED 501L OR PROPERLY COMPACTED FILL TO BI+ FREE OF ALL ORGANIC MATTER. SOIL TO SE TREATED A6AINST TVRMHTES. — i H EXI5TIN6 WALL II A J r - - - = 1r� I 11 L = - - -JL_— IF ---- - fir II 1! � — JL — JL = !I L — — ,JL. — - �r -- IF 11 � II _ —JL —_ --II- —JL_ —_ II — 1 I 11 II L JL —_. - -J x-�E - ►f— - EXI5TIN6 SLAB ><—K Tf _1=— -c7 —s _-- II � 6 s, v (2) #5 RE13AR MIN. W EMBED ORILLED AND 51M50N 5ET EPDXY a'3 RBBAR (00N'T) ON CHAIRS CONNECTION DETAIL. TO EX I SITI N6 STRUCTURE SCALE : 5/4" ; II_OI, a r. A5ondE,INC. 24'110 STAM 120AV - 54 23010 LITTL MAt1BOK NAY LUTZ, FLORIDA 33554 KATY, TEXAS `I?444 FLORIDA ENGINEERING UCENSE CA1662 PHONEI I i;3 '"'c{48 °2812 PHONE: 1 FAX: 14813) -414q-2016 4 FAX: 1-(281 } -541 -8008 THESE.' DRAWINGS ARE AN IN9TRUKENT OF 9 AVIe:E E3Y A 5 (aid 1 2 , INC. USE OR THESE PLANS, REPROOUGTIONS OF THESE PLANS, BE IT WHOM OR IN PARR, FOR ANY PUR!'OW, IS MOHISITE12 UNLESS WRITTEN PERMISSION 1$ GRANTED SY AN OFFICER OF A S cmd M INC. O�C.9'�4K 1 fl4 -,J,t, n1k, w/ 1(o D O.G. 9;'MPSO�1 Mr 1'4 srRkrp - W!7 WiZ 2` '1¢ " L.oNG - rADcoNS INTO SoNp 13iFAM,* (10) (60 • hl"I'4 11147'4 ".4. GA. C- 14D. 1� i V i d II # t 1 FXIS'r(t{G 30N+> 1 3EAA\ MASONRY AND A00D CONNECTION DETAIL. NOT TO SCALE RCBMT A. NALL, P.E., License No.: 46021 IT 13 T(iL• OPINION OP Thg Ef4*INMR THAT TTY OESION CONTAINED VOTHN TF+ESC PLANS ,AM2 / SP%iFfCATIONS A45 PEVtA;l- O IN A <,0"A 40ff WITH FLORIDA eUILDIN6 CCOOB (2001 WITION WITH 2009 %VPI.rzlH&M) 5E41ION 1609. THL KNO PE51" WA06 00N T<:D USi" A%A T -OS. \ TH8 £NWNEM;t5 -AL PERTAINS OM,Y TO THE VRU4TURAL, fVRTION O? THi5 5$T OF DESSI64 DRAWINGS AND 15 ONLY VALIO FOR 12 MO)NTH5 A(°TER THB DATO IT 15 9IONED AND 5EAL.ED. ps i - GADO mss, (ADDiTioN SCALE: { ..� +�_.6;( :AVVltQV6o Isy: DRAWN BY DATE: () j/� (� REVISED DRAWING NUMBER l �l�l 1% ?,�jd. `P R1 A c-,e L3oA4jC:� 1� G..fT i; (T F� 1 . f '!�• bCou -Ar- G @ H Gil c— N Q t�'3 t(o Ole S (M tPlD I! ""W1 O( Tye- C•�( t ST f A16 l��` '7 RtIN -6 R6A*%� WtPi (4) 16D 9411..s Zac NO. Eiji �. T� ACT - I m c Jo is r Aiv o COMMON TRU55 (CONV �`��- ,_,;�, ZONALLY rRAMED) �`� �`�" Mkt- iG3C.2_ NOT TO SCALE i 'iii Ak- 244 port I H tl f CSIABLE TRU55 (CO FRAMED) NOT TO SCALE Lva_ n� IY�NxNS /4 DaL. LvL'S NAft -IeD w Ntto Dco�MPJ Jo tST •7YR �e�.� �� a 1 i�� S fO 0 Nit �s �Av.C,• �ll�i' ct:tour3u x P. r, z "c. "JoIS-r N #ro 1 4"o,r, P -LA-YV W1 ( 2) IOd COMM TYP. 2X4 BLOCKING AT 46 O.G. FOR Thy FIRST 4 BAYS ATTACH WITH (2) Il ad TOENAILS EACH END TYPIGAVL 2X4 GR056 BRAGIN6 AT M06S AND 16' O.G. MAX ALIGN NTH BLOC INib II �IA B q O.G. RO RIAC RAM NAILING SGNC-UULS - 130 ON" END 2X4 BLOCKIN& AT 46" O.G. FOR THa (1 FIRST 4 DAYS ATTACH WITH (2) Ifrd NAILS EACH END Tt1P 5/6' OR V2' H.S. GYPSUM BOARD FASTENED WITH 6d COOLER NAILS OR 1 i 1/4' DRYWALL SCREWS FOR FIRST 4 BAYS AT 4 O.G. TYP. 2X4 ABOYE BLOGKINO WITH IOd-S' O.G. WITH 5-I&d NAILS AT GABLB END B.G. rek 0 2'x4 OUTLOOKS R AT 24'0.G, 51r -fSON HIO OR (2) HS AT EACH OUTI OOKER V2' GDX PLYWOOD OR '1/16 OSB ° TiNO ATTACHED WITH 6d NAILS AT 4' O.G. EDGES AND 6' O.G. FIELD 16d NAILS AT 5' O.G. THROUGH CHORD INTO 2'X6' P.T. PLATE MOISTURE BARRIER SIMPSON HSTA20 AT APPLIED TO EXTERIOR FAGS INTO SOLID Vaale R 2'x6' P.T. PLATE V2'cPX&' J -BOLTS AT 46' O,G. AND AT ---� ENDS MTH 2'0 WASHERS 55GTION 3 5CALE: 1 /2 11 w I1 -011 p.. CONNECTIONS: • A 5 and E, I NO. 24'110 STATE JebAn 54 23010 LITTLE H ARBOR WAY LUTZ, FLORIDA 3355q KATY, TEXAS '1'1484 FLORIDA ENGINEERING LICENSE CA PHONE: I- 813 -1q46 -2812 FHON3: I 28i)'- 34'1' -800`1 FAX: 1- {813) -14q -2016 FAX: 14260-541-000& THESE DRAAIN65 ARE AN INSTRUMENT OF SERVICE: BY A 5 and E:, IPIG. USE OF THESE PLANS, REPRODUCTIONS OF THESE PLAN5, BE IT WHOLE OR IN PART, FOR ANY PUR:PO--e-, IS PROHIEITEO UNLESS MITTEN PERMISSEON 15 GRANTED BY AN OFFICER OF A S curd E:, INC. MA50NKY TO MOOD TfuSSES - SIMPSON H@TA20, UNLESS NOTED. WOOD TO WOOD TRUSSES - SIMPSON HIO, UNLESS NOTED. R05r:RT K WALL, P,�. License No.: 4602, IT 19 THE OPINION OP THE ENGINEER THAT T +g DEVON CONTAINED WITHIN THE51: PLANS AND IFI4,ATION5 WA5 PERFORMED IN A"RDAN4E WITH FLORIDA BUILDING COCA (2009 EDITION WITH 2004 9VPPLEMM4T) 5EGTION 1604, THE WIND VVVCU4 A" CoNWGTE'O UN" A5C$ 9-05. THE ENGINEERS SEAL PERTAINS ONLY TO THE STRVCTVRAL PORTION OP THIS 58T 01 DE51GN DRAWINGS AND 15 ONLY VALID FOR 12 MONIIHS AFTER " DATE IT IS St45NED AND SEALED'. FILLED K,O. LAYER W (I) + R OAR GONT. UPLIFT CONNECTIONS PROVIDED PER 54MPSCN STRONG-TIE CATALOG K "MR G2009 AND T- ANCHOR SPED. (NOTI! , 0ATALO6 TO $0 VSED FOR CONNECTIONS, SPECIFICATIONS, AND INSTALLATION Its CONNECTORS ARE SU95TITUTW. INFORM ARCHITECTURAL SERVICES AND EN6INEERIN6, INC. FOR VERIFICATION AND APPROVAL) T ION SCALE. '/4 �1 Q APPROVEOBY: DRAWN BY DATE: 01 /4112.0i I I REVISED DRAWING NUMBER 0 "' END F +� ad R1NCG SHAN< OR IOd COMMON NAILS ATA' O,G. �� AT GABLE ENDWALL OR 6ABL,@ TF�,�' ® ` O.G. 4' O,G. AT 6AaLE ENDWAU- OR 6AML' L� 6d COlrN1pN NAILS AT 6' O.G. GENERAL, N OTES 1. SPEC,IFiCATIONS {. {. CONSTRUCTION: I. I. 1. THE Pt.ORIDA BUIL..DIN6 CODE (2001 EDITION W1TM4 2004 aRPLEM@fT') SECTION 160 1. I. 2. THE FLORIDA BUiLDIN6 CODS - C IAPTM S5 POR CONCRE'I'13, M1A90 Y AND WOOD DE516H CMTMU I. 2. DESIGN t E. 1. Tl� PLOR }DA E3UILDIN6 GODS (2001 EDITION YUTH 2004 �1T) 5EGTION 1604. 1. 2. 2. TI FLORIDA BUILDING GODS - CHAPTER OS FOR OONGRB - M MASONRY AND WOOD DP516N MTERIA. i. 5. GEOMETRIC, CONTRO t I. 3. I. iE.E°•/AT10NS AFL° BASED ON NATIONAL &EOPETIC VERTICAL DATUM OF 1924 OR NORTH AM- J AN VERTICAL DATUM OF 1986 ENAV000), AS APFUCABtA ALL SURVEY INPOlWATtON PROVIDED SY CLIENT. 1.3.2, LOT LAYOVT, PLA4a-IE4T AND ELEVATIONS ARE PROVIDED BY OT}E3 I. 4. SHOP ORAWINOS = 1. 4. I. THEFZ SHALL NOT ESE AI4Y DEwVIATiONS FROM Tf E DE916N PLANS BY OTHERS DURING TH13 PFZPARA110H OF 34IOP OP-MIN60 WITHOUT WRLTT>:'N APPROVAL PROM THE! 061NEER OF FX40w. 1. 4. 2. ALL SHOP DRAdMIN66 ARE TO BE St.6M1Ti TO TM E7J6 MM OF RECORD PRIOR TO TM Ojof-�fT OF CONSTRUCTION. 1.4.3. ALL ROOF AND FLOM M% SHOP ORAWRi63 ARE TO ESL 016NW AND SEALED AND SHALL INCLUDE ; 0RAYUN60 AND CAL4VLATION9, REACTIONS AND SE`ASitN& POINTS, BRACING REWIREMaM, LIFTING LOCATIONS, AND CONWTIONS TO %I POf;mm5 TIC$ ME 1 RS 2. PESI6N LOADS 2. 1. DEAD LOADS zLl. RILE. 2. 1. 4. 2.131. 2. 1.8. 2. 1.10. 2. I. IL 2. I. 12, 2. 2. LIVE LO : 2.2.1. 2.2.2. 2.2. % 2.2.4. 2.2.5. 2.2.6. 2 2.2.6. 2. 2. 9. , I , , 120 POF 1 93 PS 1 2 9 FLF 1 2 PLO a PW PSP 20 PM 20 PSF 25 FW 5 Per I5 PW to For 4. MATERIALS 4. 14 REINFORCING STEEL t 4. 1. t. RE(NFORCEN& STEEL SHALL Ea A5TM A615 6RADL' 40, f IJ ■ 60 Kst 4. 1. 2. REI?FORCEiN6 LAP 5PUCE9 5HALL Ba A MINIMUM OF 40 BAR DIAL- >Ir`f1:7t9 IN Lz 4. t. S. ALL DiMMalONS PERTAINiN6 TO TH13 LOCATION OF RON'ORCI86 ARE TO THE CENT'BQLI:a OP EACH BAR t' 4Wr PfCPS THE COWER DIMENSION I$ sl-1 Vd TO THS FALL or 1141: CCRtCRET. 4.1.4. REIN'ORGEIN6 W.+ MCAL COUPS.fR9 ARE TO MNTLOP 12376 of, THE f MIR YIEiD STRENGTH OF THE BAR AND ACM TO 5E APPROYW BY TM EJ61NM;t OP RECORD. 4. 1. 5. DE ION COVER RE OUIREME34T9 , C-t-P CONCRETE FORMED AGAINST EARTH , 3' C-I -P CONCRETE E>POBED TO EXTERIOR , 2' C-i-P CONOREM NOT EX , I9 4l &R FILLED MASOI4RY , PRE $TRESSED OCNORETL LINTELS , 11/2 PRE CAST 6ROLJT PILLED LINTEL , 1 1/2' 4. 2. GONCRET S It 4. 2. 1. 2500 P P 00 PW 40 PSF 100 Fee loo PW 20 PW 40 PSP 5 PSF 20 P$F t0 PW G-I-p CONCRETE C-I-p &ROUT PRE OAST CONCRETE LINTELS PRE STRE98" COWMTO LINTL1.S MIN. 26 DAY DESIGN (f-4) MOt7VlJ19 O' ELAhTiGfTY DE- 0 2,500 Pet 3.000 K61 2,000 pet 2 00 rat $ Pet 4000 Ksl 5 Pat 9 ^00 Kst 4.2.2- GOMY.RET13 SHALL CONSIST OF I• MAXIMUM A66RE3(SATL" CONCRETE MiX WITH 9LUt -V D-5 rMM W AND 71' AT TIME OF PLACES -TW. OW SPECIFiCATIONS FOR ADDITiO`fAL C.* 3X 4.2.01. Tt>£ &ROUT OHA" CONSIST OF A FINE 6R.CVT MiX AS D£SGRIBED tN ASTM G 414 A'VD PROFERTf SPECIFICATION$ AS DEFIIW iN AGl 9801- tb.2,1 OR 1 .6.22 4.2-4. 0O4 JOINTS NULL OE PERMITTED ONLY AT THE LOCATIONS INDICATED ON 'rra PLANS. ADDITIONAL GONSTRXTION JOINTS OR ALTERATIONS TO THO58 C4WtN SMAJ. REM IRE: WRITTEN APPROVAL. FROM T}B: E461NEE R OF RECORD, 4.2.5 tertiOD oP CONORM F=ORMIL46, PLACID-TTCT AND OVWN6 SHALL 813 CONPi)61ED IN AGCORDANCB WLTH TH13 SPECIFICATIONS AS STATED. 4. 5. CONCRETE MASONR t 4. 9. t. LOAD 38AR11116 COWAMM MASONRY BL 2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t POINT AND IN ANY DiREOTION. 2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r 2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0 WL _ B PING COD13 (2001 EDITION 001114 2009 3U �iTJ PPL SECTION 1604 AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47 . 2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61 it 2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K , Amt V 6 O, GON3TRUGTION . T1 RATUR13 RISE, 251 FE TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14 ORM TO VoLTARY 2. 5. 2. M =4AN RE.ATIV13 H UC ,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1. 4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3 2. 6. 4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES. SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO 4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR 2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6. 2. 8, DI= FLEGTION* t 4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU , 2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN POR TOTAL LOAD. 5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO, SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7 ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt MACHIM BOLT'S , 6ALVANIZW AS1M A901 3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . � 5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d 5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N. INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN ROOF PRAM411iG, STAIR$ AND P Si 009 FRARA MING Th W4, 113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT 4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6 3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R SPW FICATU", 4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL HE 3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL' TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$. TOTAL DL ♦FLOOR LL • M 4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T. 9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS O A AO1WERS' ATTACHMENT DETAILS, TO TAN TO AOM NW FORGE FX5jS p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED. 3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST ,O T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL, AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.� 5.4. DESIGN ASSUMPTION = 3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS T' a REWON51BLII IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED 6EOTEGHINICAL REPORT. 3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE DES16N PLANS. 5. TEWITE PROTECTION 5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD) 5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND ND NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS 516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL %L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY PROM BUII SING SIDE MALLS. FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 . X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL 0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE FO JJ "ATiON NA 3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13 COMPLE:Tk•. % L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED INCLUDING SPACts BOXED OR FORMED. 5, 1.1. FOG 892013 - O90)W A oNCR$'tL AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS, ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA . L�l1: TRYATM S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST "WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W R1: TRFAiM�'NT 19 FIWRED. 1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt. % L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR &RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL% 56 1. U. FW 89201.4 - AN EXTERIOR V CF ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED, 56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT, 3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT 13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313 iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15 IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ AFO C04R SERVICES. M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL. FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6, SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41 6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU NTS NICIPALITY 6.1. FOUNDATIO 6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$. FRAMIN6 6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6 'i. SPECIAL F HAZARD 1. 1. FLOOD HAZARD 1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■ MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE FFIAJ•Sif16 WSPWTTOK '8 r 120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00 EUILDIN6 CATE60RY II ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO 1609.68 MEAN ROOF HE -16HTS 30' ' ?HALL. rRt'cera "0otrrCiri INV a.Avv" • • - W\X PFQ:W" • �r AMA EXTM(m 6trt7alae (5Q r* Z04C ZOIL' a �es.t -2aJ 10 -02A 26,E SO -SID -1641 100 -1641 -241 ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM W W } "q% m &AS PLAY mle wv" Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL Y mono " 6ID PLATE " it10n9 11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G n! PLYMM !SA O OU Y 09 OPL T O.4Y P n13 SPAN I�01l71s d. DET AIL STRUCTURAL HEADERS AND BOA -5 SCALI! 1 5/4" s 1'-0* ROSERT A. WALL, PJE Ltaense N o.t 46421 R 2' STANDARD HOOK FOR #5 RE BAR w I t. L m." NO. S AND 4 LAP 6MICE as' 111" LAP ' It" um NO. 5 LAP SPLIGL WA 14113 LAP 'PL" NO. '1 LAP SPLICE REBAR LAP AND BENDING 2 NTS CONTRAC,TOR TO FIELD VERIFY ALL DIMENSION*, LOCATIONS AND ORIENTATIONS PRIOR TO GONSTR OTION. PLEASE NOTIFY ARCHITECTURAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DRAWINGS OR OF. ANY DRAWINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (815) 948 -2812 rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. + ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=* SI h@8701't HO" Mti'ticm R 6166181 9TFLGn1eN. clo r tT 0 bevtdR R STI�. aVV"W I'" sCSON 8!0 r4'611 5m* GOt4°OiNT ICTA20 W O b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200� OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420" , MIN, 20 DAY DESI6H- �. , 6�7 35 MORTAR , ASTM 02'10 Ile. , 2,000 PW 9 4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE 4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM TI16 EN6 L it of RECORD. 4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t 4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED. 4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR 13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY, F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E 2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs 2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t POINT AND IN ANY DiREOTION. 2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r 2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0 WL _ B PING COD13 (2001 EDITION 001114 2009 3U �iTJ PPL SECTION 1604 AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47 . 2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61 it 2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K , Amt V 6 O, GON3TRUGTION . T1 RATUR13 RISE, 251 FE TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14 ORM TO VoLTARY 2. 5. 2. M =4AN RE.ATIV13 H UC ,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1. 4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3 2. 6. 4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES. SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO 4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR 2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6. 2. 8, DI= FLEGTION* t 4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU , 2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN POR TOTAL LOAD. 5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO, SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7 ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt MACHIM BOLT'S , 6ALVANIZW AS1M A901 3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . � 5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d 5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N. INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN ROOF PRAM411iG, STAIR$ AND P Si 009 FRARA MING Th W4, 113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT 4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6 3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R SPW FICATU", 4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL HE 3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL' TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$. TOTAL DL ♦FLOOR LL • M 4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T. 9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS O A AO1WERS' ATTACHMENT DETAILS, TO TAN TO AOM NW FORGE FX5jS p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED. 3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST ,O T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL, AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.� 5.4. DESIGN ASSUMPTION = 3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS T' a REWON51BLII IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED 6EOTEGHINICAL REPORT. 3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE DES16N PLANS. 5. TEWITE PROTECTION 5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD) 5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND ND NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS 516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL %L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY PROM BUII SING SIDE MALLS. FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 . X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL 0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE FO JJ "ATiON NA 3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13 COMPLE:Tk•. % L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED INCLUDING SPACts BOXED OR FORMED. 5, 1.1. FOG 892013 - O90)W A oNCR$'tL AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS, ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA . L�l1: TRYATM S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST "WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W R1: TRFAiM�'NT 19 FIWRED. 1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt. % L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR &RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL% 56 1. U. FW 89201.4 - AN EXTERIOR V CF ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED, 56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT, 3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT 13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313 iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15 IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ AFO C04R SERVICES. M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL. FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6, SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41 6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU NTS NICIPALITY 6.1. FOUNDATIO 6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$. FRAMIN6 6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6 'i. SPECIAL F HAZARD 1. 1. FLOOD HAZARD 1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■ MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE FFIAJ•Sif16 WSPWTTOK '8 r 120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00 EUILDIN6 CATE60RY II ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO 1609.68 MEAN ROOF HE -16HTS 30' ' ?HALL. rRt'cera "0otrrCiri INV a.Avv" • • - W\X PFQ:W" • �r AMA EXTM(m 6trt7alae (5Q r* Z04C ZOIL' a �es.t -2aJ 10 -02A 26,E SO -SID -1641 100 -1641 -241 ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM W W } "q% m &AS PLAY mle wv" Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL Y mono " 6ID PLATE " it10n9 11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G n! PLYMM !SA O OU Y 09 OPL T O.4Y P n13 SPAN I�01l71s d. DET AIL STRUCTURAL HEADERS AND BOA -5 SCALI! 1 5/4" s 1'-0* ROSERT A. WALL, PJE Ltaense N o.t 46421 R 2' STANDARD HOOK FOR #5 RE BAR w I t. L m." NO. S AND 4 LAP 6MICE as' 111" LAP ' It" um NO. 5 LAP SPLIGL WA 14113 LAP 'PL" NO. '1 LAP SPLICE REBAR LAP AND BENDING 2 NTS CONTRAC,TOR TO FIELD VERIFY ALL DIMENSION*, LOCATIONS AND ORIENTATIONS PRIOR TO GONSTR OTION. PLEASE NOTIFY ARCHITECTURAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DRAWINGS OR OF. ANY DRAWINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (815) 948 -2812 rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. + ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=* SI h@8701't HO" Mti'ticm R 6166181 9TFLGn1eN. clo r tT 0 bevtdR R STI�. aVV"W I'" sCSON 8!0 r4'611 5m* GOt4°OiNT ICTA20 W O b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200� OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420" , MIN, 20 DAY DESI6H- �. , 6�7 5.4. DESIGN ASSUMPTION = 3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS T' a REWON51BLII IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED 6EOTEGHINICAL REPORT. 3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE DES16N PLANS. 5. TEWITE PROTECTION 5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD) 5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND ND NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS 516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL %L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY PROM BUII SING SIDE MALLS. FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 . X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL 0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE FO JJ "ATiON NA 3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13 COMPLE:Tk•. % L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED INCLUDING SPACts BOXED OR FORMED. 5, 1.1. FOG 892013 - O90)W A oNCR$'tL AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS, ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA . L�l1: TRYATM S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST "WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W R1: TRFAiM�'NT 19 FIWRED. 1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt. % L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR &RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL% 56 1. U. FW 89201.4 - AN EXTERIOR V CF ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED, 56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT, 3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT 13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313 iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15 IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ AFO C04R SERVICES. M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL. FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6, SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41 6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU NTS NICIPALITY 6.1. FOUNDATIO 6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$. FRAMIN6 6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6 'i. SPECIAL F HAZARD 1. 1. FLOOD HAZARD 1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■ MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE FFIAJ•Sif16 WSPWTTOK '8 r 120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00 EUILDIN6 CATE60RY II ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO 1609.68 MEAN ROOF HE -16HTS 30' ' ?HALL. rRt'cera "0otrrCiri INV a.Avv" • • - W\X PFQ:W" • �r AMA EXTM(m 6trt7alae (5Q r* Z04C ZOIL' a �es.t -2aJ 10 -02A 26,E SO -SID -1641 100 -1641 -241 ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM W W } "q% m &AS PLAY mle wv" Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL Y mono " 6ID PLATE " it10n9 11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G n! PLYMM !SA O OU Y 09 OPL T O.4Y P n13 SPAN I�01l71s d. DET AIL STRUCTURAL HEADERS AND BOA -5 SCALI! 1 5/4" s 1'-0* ROSERT A. WALL, PJE Ltaense N o.t 46421 R 2' STANDARD HOOK FOR #5 RE BAR w I t. L m." NO. S AND 4 LAP 6MICE as' 111" LAP ' It" um NO. 5 LAP SPLIGL WA 14113 LAP 'PL" NO. '1 LAP SPLICE REBAR LAP AND BENDING 2 NTS CONTRAC,TOR TO FIELD VERIFY ALL DIMENSION*, LOCATIONS AND ORIENTATIONS PRIOR TO GONSTR OTION. PLEASE NOTIFY ARCHITECTURAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DRAWINGS OR OF. ANY DRAWINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (815) 948 -2812 Ftn • I, 900 pet 11 ffi 35 MORTAR , ASTM 02'10 Ile. , 2,000 PW 9 4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE 4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM TI16 EN6 L it of RECORD. 4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t 4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED. 4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR 13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY, F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E 2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs 2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t POINT AND IN ANY DiREOTION. 2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r 2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0 WL _ B PING COD13 (2001 EDITION 001114 2009 3U �iTJ PPL SECTION 1604 AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47 . 2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61 it 2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K , Amt V 6 O, GON3TRUGTION . T1 RATUR13 RISE, 251 FE TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14 ORM TO VoLTARY 2. 5. 2. M =4AN RE.ATIV13 H UC ,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1. 4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3 2. 6. 4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES. SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO 4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR 2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6. 2. 8, DI= FLEGTION* t 4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU , 2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN POR TOTAL LOAD. 5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO, SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7 ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt MACHIM BOLT'S , 6ALVANIZW AS1M A901 3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . � 5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d 5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N. INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN ROOF PRAM411iG, STAIR$ AND P Si 009 FRARA MING Th W4, 113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT 4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6 3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R SPW FICATU", 4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL HE 3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL' TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$. TOTAL DL ♦FLOOR LL • M 4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T. 9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS O A AO1WERS' ATTACHMENT DETAILS, TO TAN TO AOM NW FORGE FX5jS p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED. 3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST ,O T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL, AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.� 5.4. DESIGN ASSUMPTION = 3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS T' a REWON51BLII IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED 6EOTEGHINICAL REPORT. 3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE DES16N PLANS. 5. TEWITE PROTECTION 5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD) 5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND ND NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS 516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL %L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY PROM BUII SING SIDE MALLS. FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 . X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL 0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE FO JJ "ATiON NA 3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13 COMPLE:Tk•. % L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED INCLUDING SPACts BOXED OR FORMED. 5, 1.1. FOG 892013 - O90)W A oNCR$'tL AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS, ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA . L�l1: TRYATM S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST "WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W R1: TRFAiM�'NT 19 FIWRED. 1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt. % L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR &RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL% 56 1. U. FW 89201.4 - AN EXTERIOR V CF ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED, 56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT, 3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT 13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313 iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15 IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ AFO C04R SERVICES. M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL. FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6, SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41 6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU NTS NICIPALITY 6.1. FOUNDATIO 6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$. FRAMIN6 6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6 'i. SPECIAL F HAZARD 1. 1. FLOOD HAZARD 1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■ MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE FFIAJ•Sif16 WSPWTTOK '8 r 120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00 EUILDIN6 CATE60RY II ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO 1609.68 MEAN ROOF HE -16HTS 30' ' ?HALL. rRt'cera "0otrrCiri INV a.Avv" • • - W\X PFQ:W" • �r AMA EXTM(m 6trt7alae (5Q r* Z04C ZOIL' a �es.t -2aJ 10 -02A 26,E SO -SID -1641 100 -1641 -241 ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM W W } "q% m &AS PLAY mle wv" Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL Y mono " 6ID PLATE " it10n9 11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G n! PLYMM !SA O OU Y 09 OPL T O.4Y P n13 SPAN I�01l71s d. DET AIL STRUCTURAL HEADERS AND BOA -5 SCALI! 1 5/4" s 1'-0* ROSERT A. WALL, PJE Ltaense N o.t 46421 R 2' STANDARD HOOK FOR #5 RE BAR w I t. L m." NO. S AND 4 LAP 6MICE as' 111" LAP ' It" um NO. 5 LAP SPLIGL WA 14113 LAP 'PL" NO. '1 LAP SPLICE REBAR LAP AND BENDING 2 NTS CONTRAC,TOR TO FIELD VERIFY ALL DIMENSION*, LOCATIONS AND ORIENTATIONS PRIOR TO GONSTR OTION. PLEASE NOTIFY ARCHITECTURAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DRAWINGS OR OF. ANY DRAWINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (815) 948 -2812 rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. + ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=* SI h@8701't HO" Mti'ticm R 6166181 9TFLGn1eN. clo r tT 0 bevtdR R STI�. aVV"W I'" sCSON 8!0 r4'611 5m* GOt4°OiNT ICTA20 W O b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200� OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420" , MIN, 20 DAY DESI6H- �. , 6�7 , MORTAR , ASTM 02'10 Ile. , 2,000 PW 9 4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE 4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM TI16 EN6 L it of RECORD. 4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t 4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED. 4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR 13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY, F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E 2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs 2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t POINT AND IN ANY DiREOTION. 2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r 2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0 WL _ B PING COD13 (2001 EDITION 001114 2009 3U �iTJ PPL SECTION 1604 AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47 . 2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61 it 2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K , Amt V 6 O, GON3TRUGTION . T1 RATUR13 RISE, 251 FE TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14 ORM TO VoLTARY 2. 5. 2. M =4AN RE.ATIV13 H UC ,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1. 4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3 2. 6. 4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES. SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO 4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR 2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6. 2. 8, DI= FLEGTION* t 4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU , 2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN POR TOTAL LOAD. 5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO, SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7 ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt MACHIM BOLT'S , 6ALVANIZW AS1M A901 3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . � 5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d 5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N. INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN ROOF PRAM411iG, STAIR$ AND P Si 009 FRARA MING Th W4, 113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT 4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6 3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R SPW FICATU", 4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL HE 3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL' TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$. TOTAL DL ♦FLOOR LL • M 4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T. 9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS O A AO1WERS' ATTACHMENT DETAILS, TO TAN TO AOM NW FORGE FX5jS p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED. 3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST ,O T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL, AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.� 5.4. DESIGN ASSUMPTION = 3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS T' a REWON51BLII IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED 6EOTEGHINICAL REPORT. 3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE DES16N PLANS. 5. TEWITE PROTECTION 5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD) 5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND ND NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS 516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL %L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY PROM BUII SING SIDE MALLS. FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 . X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL 0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE FO JJ "ATiON NA 3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13 COMPLE:Tk•. % L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED INCLUDING SPACts BOXED OR FORMED. 5, 1.1. FOG 892013 - O90)W A oNCR$'tL AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS, ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA . L�l1: TRYATM S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST "WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W R1: TRFAiM�'NT 19 FIWRED. 1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt. % L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR &RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL% 56 1. U. FW 89201.4 - AN EXTERIOR V CF ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED, 56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT, 3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT 13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313 iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15 IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ AFO C04R SERVICES. M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL. FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6, SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41 6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU NTS NICIPALITY 6.1. FOUNDATIO 6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$. FRAMIN6 6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6 'i. SPECIAL F HAZARD 1. 1. FLOOD HAZARD 1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■ MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE FFIAJ•Sif16 WSPWTTOK '8 r 120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00 EUILDIN6 CATE60RY II ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO 1609.68 MEAN ROOF HE -16HTS 30' ' ?HALL. rRt'cera "0otrrCiri INV a.Avv" • • - W\X PFQ:W" • �r AMA EXTM(m 6trt7alae (5Q r* Z04C ZOIL' a �es.t -2aJ 10 -02A 26,E SO -SID -1641 100 -1641 -241 ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM W W } "q% m &AS PLAY mle wv" Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL Y mono " 6ID PLATE " it10n9 11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G n! PLYMM !SA O OU Y 09 OPL T O.4Y P n13 SPAN I�01l71s d. DET AIL STRUCTURAL HEADERS AND BOA -5 SCALI! 1 5/4" s 1'-0* ROSERT A. WALL, PJE Ltaense N o.t 46421 R 2' STANDARD HOOK FOR #5 RE BAR w I t. L m." NO. S AND 4 LAP 6MICE as' 111" LAP ' It" um NO. 5 LAP SPLIGL WA 14113 LAP 'PL" NO. '1 LAP SPLICE REBAR LAP AND BENDING 2 NTS CONTRAC,TOR TO FIELD VERIFY ALL DIMENSION*, LOCATIONS AND ORIENTATIONS PRIOR TO GONSTR OTION. PLEASE NOTIFY ARCHITECTURAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DRAWINGS OR OF. ANY DRAWINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (815) 948 -2812 rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. + ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=* SI h@8701't HO" Mti'ticm R 6166181 9TFLGn1eN. clo r tT 0 bevtdR R STI�. aVV"W I'" sCSON 8!0 r4'611 5m* GOt4°OiNT ICTA20 W O b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200� OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420" , MIN, 20 DAY DESI6H- �. , 6�7 , 6�7