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HomeMy WebLinkAbout15-15999 I t CITI( OF ZEPHYRHILLS . -- '�� • �� 5335-8TH STREET �- ' � (sts)�so-oo20 159 : ' � � BUILDING PERMI SINGLE FAMILY RESIDENTIAL � PERMIT INFORMATION LOCATION INFORMATION = Permit#:15999 Issued: 3/16 2015 Address: 3848 LAUREL VALLEY BLVD LOT 40 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: I Proposed Use: NOT APPLICABLE Lot(s): Block: Section: I Sq. Feet: Est. Value: Book: Page: ` �, Cost: 19,500.00 Total Fees: 22.50 Subdivision: MAJESTIC OAKS Amount Paid: 322.50 Date Paid: 3/1 /2015 Parcel Number: 24-26-21-0030-00000-0390 CONTRACTOR INFORMATION OWNER INFORMATION Name: SUNSTATE ALUMIUMN INC Name: NHC-FL115 LLC Addr: 6184 FORT KING RD Address: 3848 LAUREL VALLY BLVD ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FL. 33542 Phone: Lic: Phone: Work Desc: INSTALL CARPORT, ADDIT ON, SHED & CONCRETE 494 SQ FT � PLICATION FEES B ILD N FEE 202.50 ELECTRIC L FEE 60.00 MECHANICAL FEE 60.00 .,-�, � � -- � ' � S � ��=3 Ins ections Re uired - ' F OTER FINAL - ' SLAB SHEATHING RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the foll wing reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for inspection when called e) permit not pos ed on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this p rmit, 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 m nagement, state agencies or federal agencies. ' "Warning to owner: Your failure to record notice of commencement may result in your paying twice for improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney � before recordi g your notice of commencement." Complete Plans,Specifications and Must Ac ompany Application.All work shall be pertormed in accordance �, with City Codes and rdinances. NO OCCUPANCY BEFORE C.O. �/, ��-,r /G�l/1vs CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTIO . CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED PROTE CARD FROM WEATHER �o�� -' � 7, � v a,. . � • , " � r. ��!1,'-,: _, '� , f'�'..t c'� � f i�' � , %' ' ity of Zephyrhills BUILDING LAN REVIEW COMMENTS Contractor/Homeowner: � ���7�� 1����/l Cf,lr/ Date Received: Z --Z—�� s�te: � �c� ,Bl�� Permit Type: � 7G'�� �!�' � �G'��s� r-��-L� Approved w/no comment . Approved w/t e below comments: � Denied w/the below comments: ❑ � ��/c/c�?!/� This comment sheet shall be kept with the permit d/or plans. � . �'�9/`� � %�c� ; � Kalvin witz — ans Exammer Date Contractor andlor Homeowner � (Required when comments aze present) � ' 3 } � � , � . � II{Iiililllilllllililililli1111111111INi1IIil111111IIIIIIII �'�', ' �E�;�T;��;� L 20?5040366 L�r'loric:a ' ,� r-� ��i�C.�?@a:��'� �uiEoi�g 6?.72a�`r.oriS;ai�onOr. Rcpt:1667527 Rec: 30.00 Unit 90M1 DS: 0.00 IT: 0.00 '�oJe �hyrhiita,F4 535k2 03/16/2015 7. S., Dpty Clerk _, Pe�mit No. Parcel SD o ����o�tD" °� �-Wd�'"�(�(U(� 'C1V(Q / NdTiCE OF COMMENC IUfEN State of �l D(�i��i CouMy of �S�� THE llNpERS1GNHD hereby gives notice that improvement wiH be made to cartain re property,and In accordance witb Ohapfer?t3,Florida Sta#utes, the following information is provided In thls�Notice of Commencemenl• rp�-.,.� i Oescription af Property: Parce�tdentitication PSa. a. '� csZ 1- LC..[�t� -� Q jC:C�} - Q(}Cj Z} StreetAddress: r V /..�3 �� Z����,r(q�`��,5��� W S �P J 2. Generat Description of tmprovement 1!� °� .'H C �' °� xyy r W a U�� 3. 6wner Information or Lessee infarmakion it tfie lessee contraded tor the imp ovement: �a� ��� ' �,.Z� ���(�".S�"Y G �2.4.''.5 r �-,��"� �"a S� w � � J~� s�.�l:l f—e.� �G}el�XT��. �v"-P�h.�f �'f i��S 1C_.�L . � �a Address City ta$ ce +� a _�� Interes!in Praperty: f a�� Name of Fee Simpte Titleholder. a�,.N.,� (If dlBerenl fram Owner listed a6ovej �� Z�� Address City � Siate � ( 4. Contractor, h - � L.[ H"`^ N N m '� f" � I_ X / N�tne ,�^ t ^� / / to CI)z V N9 (� � E.�p �S�'1 I'—DY'�' �(VlC . �C' � c!���'4[�l` H[1�,� �""L-„ a.,v�`p (� "" LL� [L (1� e w J Atldress ,p�n City T State a M � � �� 4 � � Cnnlractor's 7elephone No. �!3 "� ��1 7S" 7 3 d� a g � �(� � � .� C!��„� (' 1-}-� s. s�;��x c1. c�p= <t tx a Mame LL � � z�j � � Address City State � �F d � O Amount af 8ond: S Telephone No.: � w L�.O � fi. Lender. Name ' � ~ }l.LI � � Q �� O Q� t Address Ci{y State � („) () � J iendets Telephone No. _ °� �I— _.I CJ-� �U j �,_.tt__ 7 Persons within the State of Florida deslgnated by lhe owner upon who notices nr olher documents may be served as prpvided 6y Section 713.i3(t}(a)(�),Ftorida Statutes: � �� Q ,'� �� ^� W �Q��� Name ti. � U O a °Z�� � Address City State � � Q � � Tetephone Number ot Designated Person: Q11�� 1'►'+.�.. � 8. In addition to himseif,the owner designates of�, E-.. � �. �-.,,_ to recaive a copy of the�i nr's Notice as providedln Sectlon.713.t3(tj(bj,F4odda Statutes. � � � �� a !]] Telephone Number pf Person or Entlry Designaled by Owner 9. Expiration date pf Notice of Commencement(Ihe e�iretion dafe may not e 4elore the tompletion of construction and final paymenl lo lhe ���`"\ contractor,bul will be one year from lhe dale of recortling uNess a differen� ate is specifiedj: �� YA��� WAftF71t3G TO OWtSEi2: ANY FAYMENTS MAD£�BY TtiE OWNER AFT R 7HE EXPlRATION OF TFiE NQTICE OF COMMENGEMENT ARE CONSIDERED IMPROPER PAYMENTS UNOER CHAPTER 713, ART 1, SEGTiON 773.13, PLOR(DA STATUTES, AND CAN a�,� � • e� RESUlT tN YOUR PRYING TWlCE FOR lMPROVEMENTS TO YOU PROPERTY A NOTICE OF GOMMENCEMENT MUST BE V RECC7RDE0 AtJD POSSEp Of`f 7HE J09 S}TE$EFORE TNE�IRST 1NS EGTtON. IF YQU iPt7END TO 08TAtN FtNAAtCING,CON5t1CT � r 7`e� � �' WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR OR RECORDING Y01JR NpTICE OF COMMENCEMENT !Ee y� o�, � �••..,, ,.a 4�Y Under penalry oi perjury,I dedare that I have read lhe foregoing notice of inencement and that the iacts stated iherein are true to the besf of my knowledge and belief. �`' �� � �, 't� - � y��^ . � STATE•OP fLORlDA �L�`"`r` ` �' GOUNTY OF PASCO -� � I � � Slgnature of er r Lessee,or QwneYs or Lessee's Authorized � � • „�,. O�cerlDirector artnertManager �'� p y� Signatory'sTitl lOKce ����yr��o �'yZ' T � y,l '/ �aa The foregoing instrumenl vias acknowledged before me lhis�day of/��20/�bY—. '�.��y ��� as (tqpe of authority,e.g.,oKcer,trostee,attomey in fact}tot (name�J,,'y(party on behalf o!wh/om ins ment s ex wled). Personally Knowo�Produced Identlfication❑ Notary Slgnalv p��,�y��9G�.�F�` .�^`������/*�T",,,`,,�� . I Type of Ide�tificalion Produced N�me(Prinl) � �����1� <�• .C/�L'�+�� � slaa�e�K�.ca�a � . MYCOarn�u�ff�ssa� 16aaded�l►a�Wa��e�'�ia, f� wpdata/bcs/noticecommencement_pc05304 B ' -- - ... _.._ I _, . � •` - FORMS , FLORIDA BUILDING C DE,ENERGY CONSERVATI�DN I FORM 402-2010 Residential Building ermal Envelope Approach ALL CLIMATE ZONES Ssope;Compliance taith Sectfon 402 of the Florida Bulldfng Code,EnergyConservation,shali be demonstrated hy the use ot Form 402 for singie-and multiple-family residences oi three stones or less in height,additions to existing residential bufldings,renovatfons to exist� g resfdential buiidings,new heating cooling and water heating systems in existing buildings as applicable.To comply,a buildfng must meet or exceed all of the energy eff'iciency requir ments on Tabie 402A and all applicable mandatory requirements summarized in Table 4028 0{ihis form.If a bwiding does not comply with this method or Altemate Form 402,it may stiil omply under Section 405 of the Florida Building Code,EnergyConservation. PROJECT NAME: LL�S Iti BUILDER: 5 '�a�"e !-� , i nK�w AND A�DRESS: L.o�l':�-E D l.a.wrcl V�ley �� • , ���S,F�G p�� � PERMITfING � OFFICE: L i OWNER: L t e �- �vQ,n �.SI.� PERMIT NO.: r � � JURIS ICTION NO.: �� Generai Instruetions 1.New construction which incorparates any of the tollowing features cannot comply u mg this method:glass areas in excess of 20 pe�ent of conditioned floor area,electric resistance heat and air handlers located in attics.Additlons<_6U0 sq.tt.,renovatlons and equfp ent ehangeouts may somply hy thts metfiod with exceptions given. 2.FlII in all the applicable spaces of the'To Be Instalied"column on Tabie 402A with th informatfon requested.All"To Be Installed°values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the"To Be Installed"column intormation. 4.Read the requirements of Table 4026 and check each 6ox to Indicate your intent to c mply with all appli�able items. 5.Read,sign and date the"Prepared By"certification statement at the 6ottom of page .The owner or owners agent must also sign and date the form. Please Print CK ' 1. New construction,addition,or existing building 1, �C�i'�1 ow 2. Single-family detached or multiple-family attached 2, 51��� 3. If multiple-family-No.of units covered 6y this submission 3, ^ 4. Is this a worst case7(yes/no) 4, i�0 5. Conditioned floor area(sq.ft.) g, /�(� 6. Glass type and area: aU-factor 6a. '�S b.SHGC 6 b. 3O c.Glass area 6c. ��sq.ft. 7. Percentage of glass to floor area 7 a q % 8. Floor type,area or perimeter,and insulation: a.Slab-on-grade(R-value) 8a.R= I in.ft. b.Wood,raised(R-value) gb.R=�_ �sq.ft. c.Wood,common(R-value) 8c.R= sq.ft d.Concrete,raised(R-value) gd,R= sq.ft. e.Concrete,common(R value) gg,R= sq.ft. 9. Wall type,area and insulation: _ a Exterior: 1. Masonry(Insuladon R-value) ga.i, R- sq.ft. 2. Wood frame(Insulation R-value) 9a-2. R-._(3_ �sq.ft. b.Adjacent: 1. Masonry(Insulation R-value) 96-1. R= sq.ft. 2. Wood frame(Insulation R Value) 9b-2. R=_L3 �7S sq.ft. I10. Ceiling type,area and insulation: a.Under atdc(Insulation R-value) 10a.R= sq.ft. b.Single assembly(Insulation R-value) 1 pa,R- �Q /SCQ sq.ft 11. Air distribution system:Duct insulation,focation,Qn a.Duct location,insuladon 11 a. R= � b.AHUlocation 'iib. -_.' , c.Qn,Test report attached(<0.03;yes/no) i1c.Test report attached? Yes No 12. Cooling system: �.�,pe 12a.Type: �'I`ai k�' Cao� b.Efficiency 12b.SEER/EER• l 13. Heating system: 13a.Type: l�e�'� �r: ��,pe 13b.HSPF/COP/AFUE: •7 b.Efficiency 14. HVAC sizing calculation:attached 14. Yes � 15. Hot water system; N/� a Type 15a.Type: b.Efficiency 15b.EF• I hereby certify that the plans and specifirations covered by tha calculation are(n compliance wit ffie Florida Review of plans and specifications cwered 6y thls calculation indicates compfiance with the Florida Energy Code. Energy Code.Before construction is comp ted,this building wiil be Inspected for compliance In accordance with Secfion 55 �F. . PREPARED BY: � DATE; `�9 �s CODE OFFICIAL• I hereby certity that i uildi� camplia ' the Florida Energy Code: s �� OWNERAGENT: ���� (� DATE: �� � DATE: _ I C.4 2010 FLORIDA BUILDING CO.DE-ENERGY CONSERVATfON . . t , � (� � � FORMS �aa�aozA BUIL[?ING COMPONENT PERFORMANCE CRITERIA' INSTALLEp VALUES: U-Facior<0.65 l �"'" Windows(see Note 2): SHGC�0.30 U-Facfor= U�`7 %ofGFA<=20% SHGC= 3D %of CFA= 5 Ii his U-Factor<0.75 � Doors:E�eriotdao�U-Factar U-Fastor<0.65 U-Factor= �o Ftoors: Siab-on-grade Noreq�frement R-Value= ,C,2—r'� Over unconditioned s aces see Note 3 R-13 Walls—EM.and Adj.(sea Note 3}: ��t� Frame ft-i3 R-Vaiue= Mass (see Note 3) Interior of walL R-7.8 R-Value= E�cterior ot wall: R-6 R-Vatue; Ceilfngs(see Notes 3&4) R=30 R-Value= oi� q�ched? ReFlectance 025 Reflectance= Yes1No Aic�s#ribv6on system(see Nole 4j Ductwork&air handling uniC Location: 7est re od Unconditioned space Nol allowed Attached? Condiiioned space Y��o Duat R-vatue R-vatue?6 R-Vatue= ' Afr leakage�n On 5 0.03 Q�_ Airconditionin stems seeNote5 SEER=13.0 SEER= ` NeaHng system Heat pump(see Note 5) Cooling: SEER=13.0 SEER= Heating: HSPF=7.7 HSPF= 7, � Gas furnace AFtSE?S l AFUE_ Oil fumace AFUE 78% AFUE= i Eieclric resistance:Nol allowed(see Nole 5) ') Watet heaiing system{siorage type} ', Eleclric(see Npte 6): 40 gai:EF=0.92 Gallons= ,1/� 50gaI:EF=0.90 EF= rNf Gas fired{see Nofe 7}: q0 gai;EF=0.59 �aflons= Other(describe}: 50 gal:EF=0.58 EF= (1}Eaeh component preseM in the As Praposed home mast meet or�ceed each of ihe applicable performance criteria in arderk�complywith Shis code using fhis methad; otherwise Section 405 compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas mustcomplywith both the maximum U-Faatorand the maximum SIiGC(solarHeat Gain Cpefficient)criteria and have a maximum iata3 window area equal ta or less than 20 t of the conditioned floor area{GFA};otherwise Sec#ion 4�75 musf be used far comptiance. Excep6on: Additions of 60o square#eet(56 m�}or less may have a maximum giass to C�A of 50 percent. (3}R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walis,the"interior of wall"requirement must be meY axcept if at least 50°!ot the R-6 insufaiion required for the"�ferior of wali"is installed exferior of,or infegral fo,the wa(1. (4}Dvats&AHU installed substantially Ieak iree per Section 4d3.22.1.Test by Class 1 BERS rater required. , Euception:Ducts installed onto an exi"sting sir distribution system as part of an addition or renovation;duct must be R•6 insialled per Sec.5032.7.2. (6}For aJ]conventional uniYs with capacities greafer tEtan 30,400 Btulhr. For otheriypes of equigment,see Fab(es 563.2.3{t-8'!. Exception:The prohibi#ion on etectric resistance heat does not appiy to additions,renovations and new heating systems inetalled in existing buiidings. � (6)Fbr other electric storage volumes,minimum EF=0.97-(O.Op132 x volume). (7)For olher natural gas siorage volumes,minimum EF�Q.B7-(O.00i9 x voiume}. TABLEA02B MANDATORYREQUIRE�7ENTS COMPONENTS SECTION REQUIREMENTS CHECK 7o be caulked,gasReted,weaihetsfripped or afherwise seated.Recessed ligbYing IGrated as r.�eeGng ABTM E � Air teakage 402,4 283.Windows and doors=0.30 ctm/sq.ft.Testing orvisual inspection required.Frepiaces:ga:;keled doors& outdoor cambustfon air. Ceilings/knee walls 405.2,1 � R-19 space permitting. ✓ Programmabie tharmostat d03.i.1 Where forced-air fumace is primary system,programmebie thermostat is required. Air distribution system 403.2 Ducts in atUcs or on roofs insulated to R-8;other ducts R-6.Ducts lested l0 4,=0.03 by a Cia:s 1 BERS ratef. ,/ Neai Yrap requlred for verticai pSpe tisers.Comply with etficienciss tn Tahte 403.4.3.2.Arovide s Nifch or cteariy VJater heaters 403.4 marked arcuit breaker(etectdc)or shutoH{gas}.CirculaGng system pipes insulated to=R-2+accessibte manuai OFF switch. Spas and heated pools musl have vaporreterdant wvers or a Iiquid cover or pther means prov�:n to eeduce heat . Swimming pooS&spas 403.9 loss eaccept if 74 t af heat from site-recovered energy.OfftHmer switch reqnired.Gas heaiers m nlmum therma! efficien �78°l= 821 afier dtt8113.Heat om ooI heaters minimum COP=4.4. Slzing caloulal(on perfarmed&altached.Minimum efficiencles perTables 5032.3.Equipment e�'ficlency verification Cooling/tieating equipment 403.6 required.Special occasion cooling or heaUng cepacity requires separate system or variable capacity system. Electric heai>tOkW musl be dvided into two or more sia es. Lfgfitlng equipment 404.1 At(east 5Q%ot permanently installed IighUng fixt�res shaii be high-eHicacy lamps. 2014 FLQRlDA BUlLDING CQDE—ENERGY GQNSERVATtON G.5 ' ; ' a�,saao-oo20 _ City of Ze hyrhills Permit Application . _ . _.. FaX_a�saso-oo2� , - Building Department � � Date Received � Ji /J ' phone Co tact for Permitting - - -rrrrr'rrr - �-i-�-� _. � . . .. ... --..... ., .. , � Owner's Name S � Owner Phone Number �� � - 3�' � � � � Owner's Address CA1'�� - C_Lf,(.t 1re cL 1 ��`f Q�V� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS La`I- �- D L�LLt-►°e� UCL` � �d� 2�j jS� ' LOT# � � SUBDIVISION // `�L �L°S T� G V G�I�S P RCEL ID# � ''. " °?�-a L.c��� d UJ Q�� U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e A D/ALT 0 SIGN 0 Q DEMOLISH INSTALL PAIR PROPOSED USE � SFR Q MM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q F ME � STEEL Q DESCRIPTION OF WORK u o r'f-"- 2v� l!l [� i� S{'��O� ���✓tC r��e BUILDING SIZE I 3 x 3 � SQ FOOTAGE �� HEIGHT �� "TTI"ITTrTTfI"1"I�TT�TI�IT rl'T'TI"TTrTT�ITi�TrT1Tr�TrTT�P' �BUILDING $ �o o � � VALU TION OF TOTAL CONSTRUCTION DELECTRICAL $ AMP ERVICE 0 PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ pf���� � �('� �""" rC��' �v � -� OMECHANICAL $ VALU TION OF MECHANICAL INSTALLATION OGAS 0 ROOFING Q PECIALTY 0 OTHER �`��� FINISHED FLOOR ELEVATIONS LOOD ZONE AREA DYES �O�i -�-�-F-f-f-���f-1--1-1--I-H�-f-f--1--F-1-f-1--E-H�1-1- 1--1--F-F-1-1--1--1-1--{�-1-1--1-1--H�H�1--f-HF-1-H-1-1--E-�F-F-1-1--1-HI- BUILDER /�� /�/�/J ' � o�., COMPANY SU,N.5��t I� �L�� �n SIGNATURE ���2C° REGISTERED Y/ N FEE CURREN �Gl� ,_ Address �P �� "( �r"� I�j K f'�. Z�j ��S L License L G � ��S ` d3.i 4}- ELECTRICIAN /�!'�� �� ' n e COMPANY O�`� � I Pc /�[ G SIGNATURE v REGISTERED Y/ N FEE CURREN Y/N Address �j��'�'J 5 � 7 2 - �. /-h� 1�S �C, License#. �` , �4�� s y 34 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL /�_"_ _ J �� ~ COMPANY Q!�r5 {'rC � P� A.h� SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 7�� � �l �1°J'f � 26l(�t L S 5� � License# C�,��3 OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# IIIIIIIIIIIIIIIIIflllllll 'tllllllllllllllllllltlllllllltllt911111111 RESIDENTIAL 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 ate. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Pe it for subdivisions/large projects COMMERCIAL 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 ate. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pe it for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. '**'PROPERTY SURVEY required for all NE construction. ..4a-1.��f-1.�1-f..1..4.4-1-1-�a-I..L.�1..1-4-i--{-{-1--1-1.-f-1-Y-�1--1..1..4-1--�-f-1-�L..1-�1--1-{••��1..{..�-f--L-f-I..�I.��L.i-�f.�f-I..f..L-1- Directions: I Fill out application completely. Owner&Contractor sign back of application,notarized. If over$2500,a Notice of Commencement is required. ( C upgrades over$7500) ** Agent(for the contractor)or Power of Attomey(for the owner would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application nly) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs R W NOTICE OF DEED RESTRICTIOIVS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, the:y 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 tc�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 application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indicaiion that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES 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 Statutes, 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 th��t I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to cornmencement. CONTRACTOR'S/OWNER'S AFF�IDAVIT: I certify that all the information in this applicatior is accurate and that all work , will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation 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 co�es, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the r��gulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida 1Nater Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of HealtYi & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. ' - US Environmental Prctection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following reslrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly 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 Florida. - If the fill material is tc� be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify tl�at fill will be used only to fill the area within the stem wall. - If fill material is to b�� used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of f�ll is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the I�uilding permit issued under the attached permit application, for lots less than one (1) acre which are elevate:d by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWIVER, 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, I plumbing, signs, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A � permit issued shall be construed t�� 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 shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in K�lans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by surh permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandaned for a period of six(6) months after the time the work is commenced. An extension I may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate I justifiable cause for the extension. If work ceases for ninety(90) consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I FLORIDA JURAT(F.S.117.03 OWNER OR AGENT � CONTRACTOR , � Subscn ed and swom t �r aff.irmed before me this Sub cnbed and swom t r_af�i'rmed)before me this �-I2�lJr by R�'h � n 5 y �S by �i�l'►��l f�{IVL� � Who is/are person ly kno�n to e or has/liave produced Who is are personally known to m or has/have produced as identif�cation. — as identification. I /Notary Public Notary Public Commission No. Commission No. Name o,;io���Bype ,prin e or s am e Name of Notary ,r„,,,;,, rr►ryed ;_� ��; N4�NCY J �R1�OKS ;=o��avP4e4�; �IANCY J BROOKS ' �= MYCOMMISSION#=F093699 ` ' ;^.. . ::a�` :' �"Q; MY COMMISSION#FF093699 , ''"�oFF;;oP.� EXPIRES February 18.2018 9� P; . •.,.,,,,,,,,, •••.,�oF•�;o� EXPIRES February 18,2018 � (ao�)3sa-o153 FloridallotaryServic:e.com (407)398A153 FloridallotaryService.com � , ' �������� Page No. of � Pages � . . . . , . � , . .._.. � , � SUN S TE ALUMINUM, INC. 154 Fort King Rd. ti�+`.; - ZE HYRHILLS, FL 33542 I ( 13) 788-7308 � _ � � SUBMIiTED TO a PHONE �""""� pATE �m .,,� `u.-^+��i"��,. L�"� '.j9 � ���� ��p� � '"'�.,�3��"'�b��+,�? �j�.l STR ---` w .� � � JOB NAME l `` 'd. �,�4� t��S�. �.�c �. �� 4��,�:_ C � ��'� CfTY,STATEand�Zl COD��f`� ,..�+^"^""°"""` �v� JOB LOCATION � � `� `�,"��. � '�.:.+. ARCHITECT RO � �- ` � DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for• � . ,.o, ' . .�.�..... .�..�.� �=�?. -�. �;r w • 4� ... .. - ... ... ...... , .., � L . �;,._��?. �.... .. .. .� �,,._,�.,.,� ,. �.�•�. �, . ' .. __ . .�..�.�.,�. ..� .l`�- ._. �,:,�.�u�►..... �. t.�_�.i...�;���:. .S ._. .� .. . ...... . ._._. ...._� �-. � r��... �� � . ._. ...... ._. , . ... ._. .. ._. �--, `, . .. ���� -�-_..�.� . ... ... ._... . ... ._. ... � .. .. ... .... ... _.... ... ._. . i��-��y ��� ... �.�.. .... � � � �� �. �� � � � � . ._. . ._....._... a.� , . . .. . _.. .... ....... ._._. ... .. ._. ... _. ... ._. ._. ._. �---� .. �� < f ' ...'�.ti..�..�.... � !. � ....�..� r�..--, .. ... ... . ... ....... �... ...... . ._._. ,. , . �,-.�"' .� ._. ._. ..._...._. ..._. � ...� ......_. ._.... ... _. ._. ... ._. . _ �..�p t �� `�� � � ,�� - . . :,� .... ..... ... ._... ... . ._. ... ... ._. .. �, �� OT�tr�LY� eb to�furnish " er.ial-�d�labor—complete in accordance with above specific��ion�for the�u�of: � .�. � �.�_.._.-� f� ^ - - � dollars($ � ����� ). Payment to be made as follows: -------•---.��________—..._ �•�,""�--�^...-�..�------�----•--- "�'� All unpaid balances subject to 1.5%monthly inter,est fee. _.,,.-,-�,..r--�'��"""�� ��^����" � All material is guaranteed to be as spec'rfied. All work to be compleled in workmanlike .-�`���- �� ,,,�..�---�""""���,;•��'"'� ~ manner according to shandard practices.My alteration or deviation from abov specifications AUthOfizO �-z�•�"'°-��r'-,,,,e,u^'..�.--�""""��-- Signat� L'�__,�,,,."" -�,^"�"_'_..'"' involving exUa costs will be executed only upon written orders,and will me an exVa ,. _, , charge over and above Me estimate: All agreements contingent upon stn es, accidents '�'" � � � -- -" or delays beyond our control.Owner to carry fire,lomado and other nece ry insurance. Note:This proposal may be i Our workers are fully covered by Workman's Compensation insurance. withdrawn by us if not accepted within days. �CCE�1t�TCCE Df C�.OTYtr�ICt—The above prices, pecifications �� -'��i f���--..,�..•!.��_ ,� , � � -^'��i%�% u_.._ � \ r'j- /�,�.t '.`"'" % •- ' and conditions are satisfactory and are hereby accepted. You a authorized Signature � � -� � to do the work as specified. Payment will be made as outlined bove. �,%� � t-- �` �'�•,- �E• ., Date ofAcceptance: Signature I ; l I • � / �/ � _-- _/`\ . \ ; `� I I�p .� 1 �l. � .�— 0'2'�'7"� � t � , �i � { �� I f � � { I ' ` I � � '� f � y' Sv�� �S �xa ( I � - -----�-- ___�_ _____�_ ___ _ � �- �- - � hi �� , - �£i — � I �, ��, � '� � , �; t � � ` R { i� ; � i ' I �l � ���, �I � � :i' st�� �xa, Uo � ; i � ��Z Jo(JJYJ,) I E ��'�t�II�'��.,, � '"�';�zx�� � ��1 �4 I w I ? / `Jl�I$(I'II.�`, - :l0�, '�'I3 ; i ��a '. �ll �c.I�Sh A��t�. � '� `�' - =�7� ' . f .,� , _. ���;,���d7�� �� � �y-� �I ��; �� ,��#l, 1� c �� u i �� �'' C�',a� ` n � , ; ) 1 � J al�Q ���tl � Q , zf� i , ���YJ� tiP! 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Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 • mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 btenace@cws.cc Quality Assurance Representative ]efF Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer �!� Evaluation Report-Hardcopy Received Flor(da Engineer or Architect Name w o Lucas A.Turner developed the Evaluatfon Report Florida License PE-58201 Quality Assurance Entity Keystone CertiFlcatlons,Inc. Quality Assurance Contract Expiratio Date 03/OS/2014 Validated By Steven M. Urich,PE ' �i Validation Checklist-Hardcopy Received Certif(cate of Independence FL163 R4 COI EvalReo CWS-466A(SH-35001.odf Referenced Standard and Year(of S ndard) Standard Year ANSI/AAMA/101/IS2/A440-05 2005 ASTM E 1300-04 2004 Equlvalence of Product Standards http://floridabuilding.org/pr/pr_app_dtl.asp ?param=wGEVXQwtDquJBMjgU1j3NOXQj... 3/30/2012 A �18� SEE NOTE 2 M�o� �8° SEE NOTE 2 s„MAX MAX O.C. I 4 M� �7yp) MAX O.C. (TYP) � �MAX.�{ �P) 4"MAX.� L6" �P� e"ry�qx �P� SEE NOTE 6 �P� 8"MAX �P� �M'4X O.C. -- q PMp�(,� I 4„M� Cn'P) SEE NOTE 6 ——— — (rva) �— (n') --- ----- s^n�u,"'m'P) I I 4�M'vc'm'P� I I � � � � � � I I I I �e^ I I L MAX O.C. � I MAX O.C. 18"MAX O.C. I I MAX O.C. O (TYP)THRU (TYP) (TYP)THRU �yP� FRAME,12" � � I FRAME.12" � O I MAX O.C. I I M�0•C• INSTALLATION (IYP)W/CLIPS INSTALLATION Cn'P)WlCLIPS I I qNCHORS TYP. (SEE NOTE A) I I ANCHORS TYP (SEE NOTE A) I I (SEE NOTE A) (SEE NOTE A) � I I I I � L � � ' � � L I -1- � i I � 4��j— i i 3�-��— i X I �— _ � 1— � )( X INSTALLATION X I � INSTALLATION I I ANCHORSTYP I I ANCHORSTYP I 4 I 4 I 4 I 4 e I � I e � I I A C � —— — —— ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI ANCHO R LAYOUT-lFLANGEI ANCHOR LAYOUT-(FIN) THRU FRAME OR CLIP(MASONRY OR WOOD OPENIN6) THRU NAILING FIN(WOOD OPENINO) THRU FRAME OR CLIP(MASONRY OR WOOD OPENINO THRU NAILINO FIN(WOOD OPENING) NOTES: NOTE: A.WHEN INSTALLING FLANGE UNITS WITH 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8, DESIGN PRESSURE IS LIMITED TO 30 PSF. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #B WOOD SCREW ANCHORS(INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRCTION. 7 ALL INSTALLATION ANCHORS MUST 8E MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED TO 2010 FBC 10/12/2011 LUCAS A.TURNER,FL P.E.58201 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL t��trintrrf /J NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,,����y,P�G.���;TL�r�� ���`y��� 9.INSTALLATION ANCHOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��VP;'�,� SF.�2f�� N7NDOW5&DOOItS A.WOOD-MINIMUM SPECIFIC GRAVI7Y OF G=0.55(SOUTHERN PINE OR GREATER) �;' No 5$291 •�'��� 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v� `*� ���,_ OCALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). / ; *. : _ 10.SEALING AND FLASHING STRATEGIES FOR OVER,4LL WATER RESISTANCE � '�°: ;a'' ir�E ANCHOR SCHEDULE&NOTES �I�rI�II ��0;. STATH OF C��' ERIES: DRAWN6Y• DATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VROPWE7ARYAND COFFIDEMl4L �i T•'� P,.'�.` 3500 ADE 03/16/09 FMA/AAMA100(FIN WINDOWS),�FMA/AAMA200(FLANGE WINDOWS), WINOOWSYSTEMS INC.ANVRFPRO�UC710NWPARTORA APWHOLEWITHOUTTHE f���i�`SS�o P���1Q���` ooe�.SINGLE HUNG scn�E: NTS °W°'NO" CWS�66 FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). WR�7TENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. �f�If�NA;,;�\�� REV.LETfER: A HEET 2 OF.7n , � . • ; • a �'l . +' . J SHEATHING L�?"MIN.EMBEDMENT , BY OTHERS �E� EXTERIOR FINISH INSTALLATION ANCHOR, BY OTHERS #8 WOOD SCREW o, IEl .�.,. ' oo�,�, SEALANT BEHIND FIN °o o: BY INSTALLER 'd°• ��•a BY OTHERS BUCK Y BY'NNSTALL RP '� �A� 2 BY WOOD BUCK opdQ �BAY�OTHERS ]L MIN.EDGE DIST. [D] PERIMETER SEALANT �4"MIN.EDGE OIST. BYINSTALLER �p� � �1/4" MAX SHIM �B� 1/4" MAX SHIM INSTALLAi10N ANCHOR, [8] #8 WOOD SCREW [E] a `� � � SHEATHING � o•o.o'e b y'� BYOTHERS o;$,:ob'o,�Yo:' o'• •°o• �o•� EXTERIOR FINISH W�NDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER � ,I HORIZONTAL SECTION � (WOOD) 1/4" MAX.SHIM �� FIN SEALANT BEHIND FIN �[B, BY INSTALLER ]L'l MIN.EDGE DIST. REFFRENCE NOTES: 0 0, I�I ob�o �A]SEE NOTE 10,SHT 1 PERIMETER SEAIANT [BJ SEE NOTE 283,SHT 2 BY INSTALLER [c]5EE NOTE 4,SHi�2 �D]SEE NOTE 5,SHT 2 o�q 2 BY WOOD BUCK [E�SEE NOTE 8,SHT 2 °°° BY OTHERS WIN�OW WRAP '.q o• [A] LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10/12/2011 BYINSTALLER °�"� [EJWOODSCREWCHOR, ,,`�,�`P�ypRElv�T�,�,. �•�.�1i1%fGWS'Yf� EXTERIOR FINISH BYOTHERS `�•`Gp-:.•��GEIVS�:'•Ry�i�� �WINDOWS&DOORS 1 1�2•MIN.EMBEDMENT �v�� No 58201 '.��;. 1900 SW 44TH AVE. sH�A7HIN� � �� �*: � �.�._ OCALA,FLORIDA 34474 BY OTHERS = ' ' ; lITLE: � VERTICAL SECTION �����l "�O� ;a- INSTALLATION DETAIL WOOD CONST. I �'S�: STATE OF •�� ERIES: DRAWNBY' DATE 10 FIN(WOOD) �O•. ,� .�� 3500 ADE 03/16/09 PROPRIETARVANDCOpFIOENTl4L �T'• ( OP•'��� THEINFORMATIONCOMAINEDINTHISORAWINGISTHESOLEPROPERTYOFCU5TOM ���SS'�A��'��,�� Mo�E�SINGLEHUNG SCALE: NTS OWG.NO: CWS�66 WRITTEN PERMISSION OF CUSTOM N7NDOW SYSTEMS,INC.SS PROHIBITED.OUT THE �I��.�QfJA,rG���� '� REV.LETTER: A HEET. �O OF 1 O r- - OperallF�ange Unit OyerallFlangeWEdth 24.750 2&750 28,750 32.750 3Z006 -00.75D d4,754 48J50 53,125 5I.250 Het ht He( ht UnitWidth 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.5tl0 51.8�5 56,OOp 28.750 27.50o Glass T e A +35.0 -70.0 +95.0 -70.0 +g5.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 •70.0 +35.4 -74.Q +35.0 -70.0 Glass i' e B C D E F C� H +35.0/-J0.0 +35.4 -70.Q t3S.� -7Q.0 +35.0 J-70.0 +35.0 -74.0 +35.0 -70.0 +35.p -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 32.750 31.50� Glass T e A +35.0/-70.p +35.0/-70.0 +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -69.2 +35.0 -66.1 +35.0/-62.9 +35.0 -61.3 Glass T e B C p E,F,G,H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35,0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -69.9 36.750 35.500 Giass T e A +35.0 -7Q.0 +35.Q -70.6 +35.0 J-70.0 +35.0 -70.0 +35.4 -69.9 +35.0 -61.4 +35.0 -57.0 +35.0 -53.5 +35.6 -50.1 +35.Q -4$.4 6tass 7 e B C D E F,6,H +35.0 -70.p +35.0 -70.0 +35.0 -70.0 +35.0 -76.0 +35.0 -70.0 +35.p/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -69.4 +35.0 -633 38.375 �7,�p9 Glass T e A +35.0 -70.0 +35.0 -70.0 +3S,p -70.0 +35.0 -70.0 +35.0 -68.1 +35.0 -59.8 +35.0 -54.1 +35.0 -50.2 +35.0 -46.8 +35.0 -44.8 Glass T e B C D E F G N +35.0 -70.0 +35.0(-70.0 +35.0 -7Q.0 +35.0 -7Q.0 +35.Q -70.0 +35.0 -7Q.4 +35.0 -7Q.0 +35.0 -7Q.6 +35.4 -67.0 +35.0 -&I.1 d6.750 39.500 G�ass 7 e A +35.0 -70.0 +35.0 j-70.0 +35.0 j-70.0 +35.01-70.0 +35.61-66.4 +35.0 j-58.0 +35.0{-52.5 +35.6 -473 +35.0/-42.9 +35.0/-40.7 Glass T e B C D E F,G,H +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.d/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.8 +35.0 -58.1 44.750 43.500 Glass T e A +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -64.7 +35.0 -56.7 +35.0 -49.9 +35.0 -44.5 +35.0 -39.8 +35.0 -36.9 fiass T e 8 C D E F 6 N +35.4 j-7Q.0 +35.0 -70.6 +35.0 -76.0 +35.0 -76.Q t35.0 -76.0 +35.0 -7Q.0 +35.4 -7d.0 +35.0 -66.5 +35.4 -59.A +35.Q -5A.0 48.750 47.500 Glass T e A +35.0/-70.0 +35.0/-70.0 +35.0/-70.0 +35.Q/-70.0 +35.0 -63.2 +35.0 -56.0 +35.0(-49.4 +35.0/-44.0 +35.0/38.9 +35.0 -35.2 Glass T e B C p E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35,p -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -62.6 +35.0 -55.7 +35.0 -50.5 50.625 44.375 Glass T e A +35.0 J-70.0 +35.0 J-70•6 +35.0 J-70.0 +35.0 -70.0 +35.6 -62.5 +35,0 -55.6 +35.0 -49.3 +35.0 -43.9 +35.0 38.8 +35.0 J-35.1 6lass T e B,C 0 � F G H +35.0 -70.0 +35.0 i-70.0 +35.4 -70.0 +35.0 -70.0 +35.0/-70.0 +35.p -76.0 +35.01-68.8 +35.0 -61.0 +35.0 -543 +35.0 -49.1 52.750 51.500 �lass T�e A +35.0 -70.p +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35,0 -61.5 +35.0/-55.2 +35.0 -49.1 +35.0 -43.9 +35.0/39.0 +35.0 -95.1 Glass T e B C D E F G H +35.0 -70.4 +35.Q -70.0 +35.0 -70.0 +35.0 -7Q.0 +35.0 -70.0 +35.0� -70.4 +35.0 -67.1 +35.0 -59.4 +35.0 -52.7 +35.0 -47.7 56.750 55.504 ��ass T e A +35.4 -70.0 +35.4 J-70.0 +35.0 -74.0 +35.0 -67.4 +35.0 -59.6 +35.0 -53.9 i35.0/-48.4 +35.0 -43.� +35.0 J-38.9 +35.0 J•35.4 Glass T e 8 C.0 E F G,H +35.0/-70.q +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-64.4 +35.0 -56.7 +35.0 -50.2 +35.0 -45.3 60.750 59.500 GlassT eA +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.7 +35.0 -57.3 +35.0 -51.7 +35.0 -47.5 +35.0 -42.8 +35.Q -38.7 +35.0 -95.3 Glass T e B C D E F G H +35.Q -70.0 +35.Q -70.6 +35.0 -70.0 t35.4 -70.0 +35.Q -70.0 +35.0 -74.Q +35.Q -62.2 +35.0 -54.5 +35.0 -A8.1 +35.0 -43.3 63.000 81.750 �iass T e A +35.0/-70.0 +35.0/-70.0 +35.0/-69.1 +35.0 -61.9 +35.0 -55.6 +35.0 -50.7 +35.p/-46.4 +35.0/-42.1 +35.0/-38.4 +35.0/-35.2 Glass T e B C D E F G H +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -61.1 +35.0 -53.5 +35.0 -47.1 +35.0 -42.3 66.750 65.5�0 GlassT eA +35.Q -709 +35.4 -fi8.9 +35.0 -65A +35.Q -59.1 +35.0 -52.8 +35.0 -48.8 +35.0 -44.5 +35.0 -41.Q +35.4 -37.4 +34.7 34.7 CSlass T e B,C D,E F 6 N +35.0 -70.0 +as.o{ao.o +35.p{-693 +35.p j-67.7 +35.01-67.6 +35.6 -67.6 +35.0 -59.6 +35.0 J-51.9 +35.0 -45.5 +35.0 -Q0.8 68.750 67.500 Glass T e A +35.01-69.0 +35.0�6.4 +35.0 -63.5 +35.0 -57.6 +35.d/-51.6 +35.0 -47.6 +35.p/-43.5 +35.0„[;,A0.2 +35.0�6.8 +34.1/34.1 Glass T e B C p E F G H +35.0 -70.0 +35,0 -67.7 +95.0 -65.9 +35.0 -63.9 +35.0 -63.6 +35.0 -63.5 +35.0 -58.4 +35.0 -51.2 +35.0 -44.8 +35.0 -40.1 72754 71.500 Gtass T A +35.0 -6AA +35.Q -61.8 +35.0 -59.9 t35.0 -54.6 +35.0/-445 +35.0(-45.3 +35.0/-41.5 +35.0 -38.6 +35.0 35.5 +32.8 J32.8 Gtass T e B C D E F G H +35.0 -64.2 +35.0/-61.8 +35.0 -59.9 +35.0/-57.5 +35.p -56.7 +35.0 -56.7 +35.0 -56.7 +35.0 •50.0 +35.0 -43.6 +35.0 -38.8 76.000 74.750 Glass T e A +35.0 -60.2 +35.p -57.7 +35.0 -55.8 +35.0 -52.5 +35.0 -47.6 +35.0 -43.5 +35.0 -40.1 +35.0 -37,4 +34.2 -34.2 +31.6 -31.6 G(ass T e 8 C,d E F,G H +35A j-6Q.2 +35A -57.T +35.4 j-55.8 +35A -53.2 +35A J-52.0 +35.0 -SI.9 +35.0 -51.9 +35.0 -49.2 +35.4 -42.7 +35.0 -38A 80.750 79.500 ��ass T e A +35.0 -55.1 +35.0 -52.6 +35.p/-50.7 +35.p -47.9 +35.Q/-45.0 +35.0 -41.2 +35.0/-38.1 +35.0 -35.5 +32.1 -32.1 +30,1/-30.1 Glass T e B C D E F G H +35.0 -55.1 +35.0 -52.6 +35.0 -50.7 +35.0 -47.9 +35.0 -463 +35.0 -45.9 +35.0 -45.9 +35.0 -R5.9 +35.0 -41.6 +35.0 -36.9 84.750 83.SQ0 GlassT eA +35.4 -51.4 +35A -49.0 +35.0 -A7.1 +35.0 -44.2 +35.0 -42.4 +35.6 -33.fi +35A -36.6 +33.7 -33.7 +30.7 -30.7 +28.8 -28.8 Glass T e B,C D E F G H +35.4 j-51.4 +35.0 -49.0 +35.0 -47.1 +35.p -44.2 +35.Q -42.A +35.0 -41.7 +35.0 -41.6 +35.0 -41.6 +35.0 -40.9 +35.0 -36.1 88.750 87.500 G Iass T e A +35.0 -48.2 +35.0/-45.8 +35.0 -43.9 +35,p -41.1 +35.0 -39.2 +35.0�-38.1 +35.0/-35.2 +32.1 -32.1 +29.51-29.5 +27.6 -27.6 Glass T e B C D,E F G H +35.0 -48.2 +35.0 -45.8 +35.0 -43.9 +35.0 -41.1 +35.0 -34.2 � +35.0/-3&.2 +35.0 -37.9 +35.� -37.9 t35.0 -37.9 +35.Q -35.5 92.250 8'l.000 Glass T e A +35.0 j-45.T +35.Q J-A3.4 +35.0 -41.5 t35.0 -38.7 +35.4/-36.7 +35.0 J-35.6 +33.7 -33.7 +30.9)30.9 +2g,q J_28.4 +26.6 J-26.6 Glass Type 8 C,p,E,F,G,H +35.0 -45.7 +35.0/-43.4 +35.0 -01.5 +35.q -38.7 +35.0 36.7 +35.0 -35.6 +35.0 -35.1 +35.0/-35.0 +35.0/-35.o aac n/_ac n LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10/12/2011 ,`��t�tP�yQRE�qrf��rr�� ,/y��ti2� NC1TE: ���F^�,:��GENSF•,R?ir'"� �'�WI[dL10wS&DOORS :�. Na 58209 :�'1�:. 1900 SW 447H AVE. _ 1.IF SIZE IN7ENDEp IS NOT SHdWN, �*: S j,.: OCALA,FLORIDA 34474 USE NEXT IARGER$IZE. �� �,o; {`" ��,Y n7LE,,EQUAL SPLIT"COMPARATIVE ANAI.YSIS&ANCHOR CHARTS �9'; STATE OF .�✓� 2.WHEN INSTALLING FLANGE UN1TS f�1/1l �p., ��j� Eft1ES: RAWMBY DA7E; WITH ANCHOR GLIPS AS SHOWN ON pROpwEraRVnrao corf�oecarat *r�'�� P,r�.� 3504 AGE Q31]Bt{}9 SNEET 8,DESI('iN PRESSURE IS THE MFORMA7ION CpNTAiNE�iN TMS OR4WING IS 7HE SOLE PROPER fV OF CUSTQM j���SS+��R.'�'���j`h�� Mo°E�.SINGLE HUNG SCALE: NTS �WG.NO' CWS�Fi6 LIMITEDTO.�OPSF. V�VRITf NPERMISSIONO�U TOMNANDOWSYSTEMS,INC.ISPROHIBI7Ep OUTTHE �i�r�fp�yA�E�ti�� �/,LETfER: A HEET, 4'���Q . , y� . / , n i - Florida Building Code Online Page 1 of 2 . , . �.�.� N�.�3. ,;;x�; �t;?i•�r`�,�t,���-�+'ii:�; <b<.��"fi�:S,��.., i7'�ty'°�E•��-:,:??;�%i�F�r>:.4�;�-�^,;,:;1 c'�,:_ik3;i.�. <�'��v.I.. �-9f:,k�b"a.:eii - ' " � :� V�;.�'�.�j x.���.,nl `T`YFT���` n„�.-;: , '�'2.'�.°'_YS,x!' :k'3?.si:i'<}"_ �..'2=..�'Sr�^n'�,�'s.��,.F,�i Er:s'o_ ��4':�' �?i.�kr�.°._..:_'�� - - ' :'tR�s't_�:ir'�+r.�u,�. 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F��J1!�d QQ�Rf112f1t�` BCIS Home Log In User Registration Hot T pics Submit Surcharge Sta[s&Facts (Publications FeC Staff BCtS Site Map Links Search Busines �?� � - ProfessiV�al �};�'� Product Approval �USER:PublicUser - Regulation K� Produd Aooroval Menu>Prod c or li a i n ear >Aoolication List>Application Detail Lr,�n?�'[aZ� � ,Wr,t(-��•�z, FL# FL161-R4 �' y�`` �����'��R'�'�;x�°n� Iication T e ,� ���+ ,sE.,4�.�'�f:.e'> APP Yp Revision ���,����'�+��� Code Verslon 2010 �=' '�"{¢�<rr,i.3,-^�",d=�.�i�„�r'",�^a �"�" Applfcatlon Status Approved , Comments Archlved Product Manufacturer Custofn Wlndow Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre Imlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 ' (352)368-6922 Ext 291 • - btenace@cws.cc , Qual(ty Assurance Representative ]eff Thompson. Address/Phone/Email � 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Exterior poors �� Subcategory � Swinging.Exterior poor Assemblies Compliance Method Evaluation Report from a Florlda Registered Architect or a Licensed Flor(da Professional Engineer � ' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name ho Lucas A.Turner developed the Evaluation Report Florida Llcense PE-58201 Qualfty Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expirati n Date 03/OS/2014 Validated By Steven M. Urich, PE = Validation Checklist- Hardcopy iteceived Certificate of Independence FL161 R4 COI EvalReo CWS-176C(Guardian Doorl.odf Referenced Standard and Year(of tandard) Standard Year AAMA/101/I.S.2-97 1997 ASTM E 1300-04 ' 2004 Equivalence of Product Standards f � httn://floridabuildin�.or�/nr/nr ann dtl.as ?naram=wGEVXOwtDawf4n�AXh1045csMC'7... 4/5/2012 J PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTREQIIIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT 37.250 EDITION. � OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) I FRAME OPENING 3.CONFIGURATIONS: OUTSWING,LEFT OR RIGHT HINGED. I 35" 4.ANCHORAGE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 6-7 FOR DOOR CORE ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. A 5.DESIGN PRESSURE RATING(SEE BELOW): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7 5/8" HINGE 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEAIANT USED AT ALL FRAME JOINTS. 37 1/4 i 8.REFERENCE TEST REPORTS:NCTL-216-3251-'I 81.000 i OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TR.4NSFER ALL LOADS TO STRUCTURE. HEIGHT BUCK AND FRAMING IS RESPONSIBILffY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-TS � ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045" STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. i p I 80" B -� FRAME OPENING HEIGHT 4 7/16,� i . � Z I - ' DOOR i � CORE � DESIGN PRESSURE RATING 22" +40.0 PSF HINGE � 7 5�6" HINGE C UPDATED PER 2010 FBC •10/17l11 TEF A �I LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 �����u n uitrt�i /� ���� Pp10 RE 1� T��i� .�,'y�Z C.�4l�lL :A'�GENg. G,Q�� q, •, �G`���. F •.'Y i ��:n WINDOWS&OOORS TABLE OF CONTENTS �v:'� No 58201 '�i'�: 1900 SW 44TH AVE. GENERAL NOTES. ...... ... 1 :i�-: * ;,t- OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES. .2 �w�tirumu,v.c. 2011-11-3019:04-05:00 y '�: :�= �T�E: GENERAL NOTES GLAZINGDETAIL. i`"� ���: STATE OF :��' -ERIES: RAWNBY• ATE: O3/13/2009 ..... ....3 SECTIONVIEWS. ...... 4 pROPPoETORYANDCODFIDENTI4L 11/30/I1 �i��'FC OA'��.` 1000 ADE EXTRUSIONS&B.O.M.... ...... ... ....5 THEINFORMATIONCONTAINEDINTHISDRAWINGISTHESOLEPROPERT'OFCUSTOM ���S��"��.R,"��•��� �10DEL. ' SC/LLE: WG.NO: INSTALLATIONDETAIL..,. •6-7 WRI7TNPERMISSIONOFCUSTOMWINDOWSYSTEMS,�INC.SSPRO�IBI7EpHOUTTHE �/l�S�QNAiti�?��, GUARDIANDOOR EVLETTERTS 'HEET CWS-176 C 10F7' . � e. ' ,Florida Building Code Online Page 1 of 3 I . #> m� ��' � t . ' a a ° a q `' ; � �,:�- _�,.:.. , -- - F���iU��}C �(il�(lt� BCIS Home � Lag In i User RegistraUon � Hot To ics j Subm(t Surcharge ; Statr&Facts ; Publfcatlons � FBC Staff,± BCIS Site Map i Links��Search. �' Busines�"���,.�, ���R,� productApproval prVfess'�l�l�l � � USER:PublfcUser Rec�ula�tion i Prod'uct Aooroval Menu> uc[or A lication Sear >Aoolication List>Appiiption Detaii V p/� FL# FL4904-RS y /(/y, ,3 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratiFied by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Masonite International , Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschre(ber@masonite.com Technical Representative Address/Phone/Email Quality Assurence Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Sta dard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ' Product Approval Method Method 1 Option A Date Submitted 10/12/2011 Date Validated 03/18/2012 Date Pending FBC Approval Date Approved 03/26/2012 https://www.floridabuilding.org/pr/pr_ap _dtl.aspx?param=wGEVXQwtDqteluIwHNbb1S... 7/30/2014 4 Florida Building Code Online Page 2 of 3 , ' Summary of Products � • FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and U/S Single Door U n its - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 RS C CAC N::OOb110.Ol.odf Approved for use outside HVHZ:Yes Quality Assurance Cuntract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure:+76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 RS II FL012E.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independe it Third Party: I ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 RS AE 504A.udf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FL0128-OS for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and C/S Single Door U n its Limits of Use Certification Agency�Certificate Approved for use in HVHZ:Yes FL4904 RS C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Cantract Expiration Date Impa�t Resistant:Yes 12/31/2014 � Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 RS II FLO1Z9.�df Florida Building Code including the High Velocity Hurricane Verified By; National A=creditation&Management Institute ' Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4404 RS AE 503A.udf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independerit Third Party: Yes � resistance is required,hurricane protective system is NOT required.See DWG-MA-FL0129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency I:ertificate Approved for use in HVHZ:Yes FL4904 RS C CAC NIi)06110.Oi.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 ' Design Pressure:+55.0/-55.0 Instaliation Instructluns Other: Evaluated for use in locations adhering to the FL4904 RS II FL0128.�df Florida Building Code including the High Velocity Hurricane Verified By: National Ac:creditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 RS AE 502A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by IndependentThird Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-OS for details. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door vi/or w/o Sidelites Units Limits of Use Certification Agency Clertificate Approved for use in HVHZ:Yes FL4904 RS C CAC NIC106110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2014 Design Pressure:+45.0/-50.0 Installation Instructic�ns Other:Evaluated for use in locations adhering to the FL4904 RS II FL0124.i�df � Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute , Zone,and where pressure requirements as determined by Created by Independen�,:Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 RS AE SOlA.o��f ' 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independenl:Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-OS for details. � 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or�N/o Sidelites Units Limits of Use Certifcation Agency Certifcate Approved for use in HVHZ:Yes FL4904 RS C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure:+50.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 RS II FL0129.[�df Fiorida Building Code including the High Velocity Hurricane Verified By: National Aa:reditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt;,luIwHNbb1S... 7/3 0/2014 . � � o • �. 0''.�i�'(iGC:ll���l2'i�Pi�� � o SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT ¢ p� ia9•�ax.ov�au rRar.+e wi�n� 8'-0"DOUBLE DOOR WfTN/WI7HOUT SIDELITES p �� 21" MAX 36.375" MAX. - D.L.O. -P�1EL WIDTH- 37.5" MAX. Q � W/A57R,4GAL I��ME WIDTH � �� � � GENERAL NOTES Z a"U 1 EYALUATED FOR USE IN LOCATIONS ADHERING TO � � � � THE FLORIDA BUILDING CODE AND WHERE PRESSURE � �U REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILOINGS AND OTHER STRUCTURES, , � �'� DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � N C!� � 2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS NOT REOUIRED ON o^, � � W ' OPAQUE PANELS, BUi IS REOUIRED ON GIAZED SIDELITES. � ' � � c� J. IN THE HVHZ, FACTORY.PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. � �O w 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 J � a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �� � o 5. PLASTICS TESTING OF LJTE FRAME MATERIAL: � � � °o¢$ _�'++ O ao y�Oz SELF IGNITION TEMP ASTM D1929 740 'F> 650 'F �' -' - RATE OF BURNING ASTM D635 0.77 IN MIN ���N�� SMOKE DENSITY ASTM 02843 13.47. om� � � � TENSILE STRENCTH• ASTM D638 7.50% DIFF ~�°o o¢ • COMPARATNE TENSILE STRENGTH AFfER WEATHERING o• y� 4500 HOURS XENON ARC METHOD 1 � a a a DOUBLE DOOR UNIT W/SIDELITES ������� �N�m Cer611calion No.; e a-2 y Z Revierred Ay � o Date Rehe�v�L;�„ Q U �i W W �Q Q � � � � � � � � � � � � � � � � U7N O QU� j O�¢ � • • • e ^O�w � � � � � � � � . � � � �• � � � � �N�O ��^ SINGLE DOOR UNIT DOUBLE DOORrUNIT �SINGLE DOOR UNI7 SINCLE DOOR UNI7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNI7 W/SIDELITES WITH SI�ELITE WITN SIDELITE w�V Z WHER[ WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING RE�UIRED TO BE 15% OF DESIGN PRESSURE ��: 7/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING ' OUTSWING ./y / /I,x i srr�E N.7.S: X 37.5 +70.0. -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 i�7 f- �"' y SHEET �j DESCRIPTION XX 74 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 owc.er: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +45.0 -50.0 +50.0 -4 .0 +19.0 -19.0 i'SS.O -4S.O �HN.BY: ' 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 KURT B,qL7HqZOR D2IWINC NO.: 3 ANCFIORING LOCATIONS & DEfAILS OXXO 149 +45.0 -50.0 +50.0 -45.0 +1�J.0 -19.0 +45.0 -4 .0 , FLORIDA P.E. Owc-Ma-FL0129-05 , �56533 SHEET 'I Of 3 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTIO 1003(EXISTING BLDG.)OF THE"FLORIDA BUILDING CODE 2010 11 GA. INTERNAL ALUM. BASE ATT. TO JOISTS W/#10X3" DECK SCREWS, 3X3 ALUM. PATIO/CARPORT POST, 2" MIN. EMBEDMENT PER PLAN 2X2 ALUM. HANDRAIL ALT. POST CONNECTION POST PICKETS SHALL NOT ALLOW A ALL CONNECTORS AND FASTENERS IN CONTACT a / 4"� SPHERE TO PASS: W/TREATED WOOD SHALL BE ZINC COATED l _z BOTTOM CHANNEL TO POSTS W/ GALVANIZED STEEL OR SIMPSON 'ZMAX' / - 1 1/2"x1 1/2" x3/16" ANGLE W/ (2) EA FLANGE #10x3/4" TEKS EN PROFESSIONAL 2"x2"x.062" ANGLE EA. SIDE PRE-MANUF. WELDED R SEAL PT OR COMP. DECKING BASE, ATTACH PER MANUF. SPECS. ENGINEER OF RECORD: L -FASTEN TO JOISTS W/#8X3" DECK SCREWS PICKETS SHALL NOT ALLOW PLAN VIEW David W. Smith P.E. (2) 5/16" HEX HD BOLT, A 4"ø SPHERE TO PASS. PT 2"X PERIMETER JOIST WASHERS & NUTS FLORIDA LICENSE NUMBER:53608 #10X3" DECK SCREWS z TRIANGULAR OPNG. SHALL TO NOT A 6"m SPHERE Thomas L. Hanson P.E. ALUMINUM POST & RAILING TO DECK CONNECTION "' FLORIDA LICENSE NUMBER:38654 -PER FBC 31 1.5.6 - 4 OR MORE RISERS REQUIRES A HANDRAIL. PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION Mark Ronald Dunn,Jr. P.E. RISER HEIGHT = 7 3/4" MAX. FLORIDA LICENSE NUMBER:73968 PT DBL 2X PERIMETER JOISTS ATTACHED HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT TO PT 4X4 POSTS W/(2) 1/2"0 STEEL BOLTS EXCEED j" Joel Falardeau P.E. TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) FLORIDA LICENSE NUMBER:70667 A NOSING NOT LESS THAN J" & NOT MORE THAN 1k" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. FBC Plans&Engineering SIMPSON ABU44 POST BASE OR EQUIV. INSTALLED PER MANUF. SPECS 16"X16" ABS PADS OR 4" 2500 PSI Services,Inc. POST CONNECTION TO CONCRETE SLAB, CONCRETE PAD 6272 Abbott Station Drive Unit 101 LINEAL FOOTER, OR 4X16X16 PAD REQUIRES POST BASES PT 3 2x12 STAIR STRINGERS Zephyrhills,8.33542 PT DBL 2X6 PERIMETER JOISTS FASTENED (POST TO 4"X4"X16" PAD REQUIRES ( ) Phone:(813)788-5314 TO PT 4X4 POSTS W/(2)1/2"ø STEEL BOLTS AUGER ANCHOR) FASTEN TO DBL 2X PERIMETER JOIST Fax:1-(866)-824-7894 W/SIMPSON #LU210 OR EQUIV. PER 8' MAX. MFGRS SPECIFICATIONS Website:www.tbcplans.com STEPS & HANDRAIL C.O.A.-#29054 HOST STRUCTURE DRAWN BY: W.P. DATE: REVISION: DATE: PT 2"X FLOOR JOISTS ® 16" O.C. FASTENED TO RO 1 PT PERIMETER JOISTS W/SIMPSON LUS-26 OR EQUIVALENT, BOTH ENDS RO 2 FASTEN DECK PLANKING W/8d GALV. RO 3 NAILS, 2 PER BOARD © EVERY 0o JOIST PROJECT ADDRESS: LYLE & NANCY LASH LOT 40 LAUREL BLVD. MAJESTIC OAKS PT 4X4 POSTS, TYP. ZEPHYRHILLS, FL. FREESTANDING - DO NOT ATTACH CONTRACTOR: JOISTS TO EXISTING HOME SUN STATE ALUMINUM, INC. DECK/LANDING PLAN WOOD DECK r- _____________ - I HEREBY CERTIFY THAT I HAVE REVIEWED TH;.S PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION PRODUCT APPROVAL CODE CHART 1003(EXISTING BLDG.)OF THE FLORIDA ' JOIST SPAN (W) GIRDER SPAN (S) FREESTANDING DECK - DO NOT STRUCTURAL COMPONENTS BUILDING CODE 2010 ATTACH JOISTS TO EXISTING HOME SIMPSON ABA OR ABU POST BASES - FL10849.6 SIMPSON CLIP - FL10456 PT 2x6 9' MAX (2) PT 2X6 8' MAX DECK MAY BE CONSTRUCTED WITH SIMPSON AC, LPC OR LCE POST CAPS - FL10860 PT 2x8 12' MAX (2) PT 2X8 10' MAX LU GIRDERS RUNNING PARALLEL OR SIMPSON LUS JOIST HANGERS - FL10655 PT 2x10 14' MAX 2 PT 2X10 12' MAX PERPENDICULAR TO EXISTING HOME SIMPSON LUC JOIST HANGERS - FL11169 ALL CONNECTORS AND FASTENERS IN CONTACT �y / W/TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' f ' FASTEN FLOOR JOISTS TO GIRDERS W/SIMPSON H5 P.T. DBL. 2X GIRDER PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD: 2x JOISTS 12"-1 PERIMETER JOISTS David W. Smith P.E. CONCRETE BLOCK FLORIDA LICENSE NUMBER:53608 PIERS, TYP. ALUM. TERMITE SHIELD ® EACH PIER Thomas L. Hanson P.E. ANCHOR FOR CONCRETE SLAB FLORIDA LICENSE NUMBER:38654 1 '2" WEDGE ANCHOR 0 EA. PIER 3 EMBEDMENT INTO SLAB SECURING GIRDERS W/ ASTM#123-89A STRAP OR EQUIV Mark Ronald Dunn, Jr. P.E. RATED 3000# UPLIFT FLORIDA LICENSE NUMBER:73968 BLOCK PIER AND ANCHORS Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FBC Plans &Engineering Services, Inc. DBL. PERIMETER JOIST 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 Phone:(813)788-5314 , _ Fax:1-(866)-824-7894 I II I L I I L I Website:www.fbcplans.com L— -J L— C.O.A.-#29054 T & G PLYWOOD SUBFLOOR DRAWN BY: W.P. (FOR RM. ADDITIONS) GLUE AND DATE: NAIL TO JOISTS W/8d GALV. 0 NAILS 6" O.C. ® EDGES, 12" O.C. REVISION: DATE: IN FIELD RO 1 P.T. 2X JOISTS ® 16" O.C. RO 2 DBL 2X P.T. GIRDER RO 3 r- r- -I I r I I f I L- J N PROJECT ADDRESS: OPTIONAL OVERHANG SIMPSON LYLE & NANCY LASH H5, TYP. LOT 40 LAUREL BLVD. OR EQUIV. MAJESTIC OAKS _D- MAX ZEPHYRHILLS, FL. 12'-0" CONTRACTOR: TYPICAL FLOOR JOIST/GIRDER LAYOUT SUN STATE ALUMINUM, INC. WOOD DECK I HEREBY CERTIFY THAT I HAVE REVIEWED ROOF SPANS for ENCLOSED ROOKS 25 PSF I THIS PLAN AND FOUND IT TO BE IN EXISTING 140ult = 110aed SIO? — B usmrn SPAN COMPLIANCE WITH ASCE 7-10 AND SECTION ROOF RECOMMENDED ALUM FLASHING HEADERS SPAN ,LACK 1003(EXISTING BLDG.)OF TH LORIDA 12"APPROX UNDER DRIP EDGE 3"x12x.024"ALUM PANS 10'-0- 0 BEARING WALL SIZE 'W' STUDS BUILDING CODE 2010 X 1/2" CORROSION RESISTANT 3"x12"x.032 ALUM PANS 11'-O" SUPPORTING (2) 2"x4" 4'-4" 1 -------_ ALL PURPOSE SCREW COMP. PANEL ROOF 3"x12"x.26 GA GALV. STEEL PANS 13'-2' (2) 2"x6" 6'-4" 1 3"x4'x.024" COMPOSITE PANELS 11'-2" (2) 2"x8" 8'-0" 1 HOST BEAM (2) 2"xlO" 9'-6" 2 3"x4x.032" COMPOSITE PANELS 12-11 I (2) 2"x12" 11'-6" 2 ( f . 4"x4'x.024" COMPOSITE PANELS 13'-2" DBL. HEADERS W/j" PLWD. SPACER, GLUED & 4"x4'x.032" COMPOSITE PANELS 14'-3" NAILED W/16d NAILS 0 24" O.C. (2 ROWS STAGGERED) PRODUCT APPROVAL CODE CHART !V^s1r /I FASTEN PANEL TO HEADER CHANNEL STRUCTURAL COMPONENTS I CLADDING ROOFING Q 1 W/#10XJ" WASHER/SEAL HD SCREWS 8" SIMPSON SP1/SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS (12291 O.C. 0 BOTTOM ALL CONNECTORS AND FASTENERS IN CONTACT SIMPSON H10A FL11478 RISER PANS P1.1779 IL W/TREATED WOOD SHALL BE ZINC COATED SIMPSON DSP FL10456 FASTEN REC. CHANNEL TO HOST BEAM GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456 W//"X2" LAG SCREWS 0 24" O.C., 2 SIMPSON ABU/ABW FL10849 ROWS STAGGERED. STRIP SEALANT SIMPSON LST MSTA F1.108521 IPROFESSIONAL ENGINEER SEAL I I BETWN. FASCIA & REC. CHANNEL SIMPSON C516 FL10852 FASTEN 2X4 TO EXIST. HOST WALL ENGINEER OF RECORD: W//"x3" LAG SCREWS 0 12" O.C. WALL PANELS (PLYWOOD) NAILING NOTE: NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN David W. Smith P.E. COMPOSITE PANEL FIELD. ROWS OF NAILS SHALL BE J" MIN. FROM FLORIDA LICENSE NUMBER:53608 PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP ROOF CONNECTION TO BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED MEG. HOME HOST BEAM PER MFG.'S SPECIFICATIONS. Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E. WOOD STRUCTURAL PANEL SHEATHING J (PLYWOOD OR OSB) WITH AN APPROVED FLORIDA LICENSE NUMBER:73968 WEATHER RESISTIVE BARRIER PLACED UNDER THE SIDING. Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FASTEN COMP. PANELS TO TOP PLATE MEAN CEILING HEIGHT SHALL BE 7'-0" W/#12X4}" WASHER/SEAL HD SCREWS 2X4 BLOCKING FOR PANEL SPLICE FBC Plans &Engineering 12" O.C. 0 ENDS & 8" O.C. 0 RAKES. WHERE WALL HT. EXCEEDS PANEL LENGTH g g Services, Inc. 6272 Abbott Station Drive Unit 101 DBL 2"X4" TOP PLATE (ONLY NON—TREATED Zephyrhills,fl.33542 WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) Phone:(813)788-5314 Fax:1-(866)-824-7894 • DBL. 2X HEADER W//" PLYWD. SPACER OVER • 2X4 CRIPPLES ® 16" O.C. Website:www.fbcplans.com WINDOWS/DOORS. SEE HEADER TABLE SIMPSON LSTA STRAPS OR EQUIV. ® C.O.A.-#29054 DBL 2X HDR. W/1/2" COX INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS DRAWN BY: W.P. PER TABLE INSTALLATION INSTRUCTIONS " CDX W/VAPOR BARRIER. SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES, SEE NAILING REVISION: DATE: NOTE SIMPSON LSTA OR EQUIV. AT SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED RO 1 THIS LOCATION VINYL SIDING ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR RO 2 /1_UNDER) AND NAILED PER PANEL NAILING NOTE. RO 3 2X4 JACK, SEE TABLE ATTACH JACK TO CONT. STUD 2"X4" WOOD STUDS ® 16" O.C. ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT R04 W/16d NAILS ® 24" O.C. & R-13 BATT INSULATION EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE JOINED. PROJECT ADDRESS: INSTALL WINDOWS/DOORS IN PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO OPENING PER MANUF. JOISTS W/2 STAGGRD. ROWS OF 16d NAILS ® LYLE & NANCY LASH INSTALLATION INSTRUCTIONS 12" O.C. LOT 40 LAUREL BLVD. MAJESTIC OAKS 3/4 PT PLYWOOD ZEPHYRHILLS, FL. SIMPSON DSP \-R-13 MIN INSULATION OR EQUIV. BLOCK PIERS ON EXIST. UNDER FLOOR FOR CONTRACTOR: SLAB, SEE DECK CONDITIONED SPACES ENGINEERING SUN STATE ALUMINUM, INC. FRAMING FOR OPENINGS WITH HEADER WALL SECTION/DETAILS WOOD WALL FRAMING ROOM ADDITION IHEREBYCERTIFYTHATI HAVE WED THIS PLAN AND FOUND IT TO N COMPLIANCE WITH ASCE 7 0 AND SE TION 1003(EXISTING BLDG.) THE FLORID ROOF SPANS for ENCLOSED ROOMS 25 PS)' HEADERS SPAN JACK BUILDING CODE 2010 140ult = 110asd RIP — B MAXIMUM 'W' STUDS EXISTING RECOMMENDED ALUM FLASHING SPAN 0 BEARING WALL SIZE ROOF 12" APPROX UNDER DRIP EDGE 3x12"x.024" ALUM PANS 10'-0" SUPPORTING (2) 2"x4" 4'-4" 1 COMP. PANEL ROOF Ij8 X 1/2" CORROSION RESISTANT 3"x12 x.032 ALUM PANS 11'-0" (2) 2"x6" 6'-4" 1 3x12 PURPOSE SCREW 13'-2" (2) 2"x8" 8'-0" ( ) 1 �_- " "x.26 GA GALV. STEEL PANS 2 2x10" 9-6" 2 3"x4'x.024" COMPOSITE PANELS 11'-2" HOST BEAM 12-11' (2) 2'x12" 11'-6" 2 3x4'x.032" COMPOSITE PANELS DBL. HEADERS W/I" PLWD. SPACER, GLUED & 4"x4'x.024" COMPOSITE PANELS 13'-2" NAILED W/16d NAILS 0 24" O.C. (2 ROWS I I 4"x4'x.032" COMPOSITE PANELS 14'-3" STAGGERED) PRODUCT APPROVAL CODE CHART I i STRUCTURAL COMPONENTS CLADDING ROOFING SIMPSON SP1 SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL2291 I FASTEN PANEL TO HEADER CHANNEL ALL CONNECTORS AND FASTENERS IN CONTACT SIMPSON H10A FL11478 RISER PANS FL1779 W/#10X" WASHER/SEAL HD SCREWS 8" W/TREATED WOOD SHALL BE ZINC COATED SIMPSON DSP FL10456 O.C. 0 BOTTOM GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456 I I FASTEN REC. CHANNEL TO HOST BEAM SIMPSON ABU/ABW FL10849 PROFESSIONAL ENGINEER SEAL I I W/"X2" LAG SCREWS 0 24" O.C., 2 SIMPSON LSTA META FL10852 ROWS STAGGERED. STRIP SEALANT SIMPSON C516 FL10852 ENGINEER OF RECORD: BETWN. FASCIA & REC. CHANNEL WALL PANELS (PLYWOOD) NAILING NOTE: David W. Smith P.E. FASTEN 2X4 TO EXIST. HOST WALL PER FBC 2010 1609.1.2, SHEDS W/4"X3" LAG SCREWS 0 12" O.C. W/LESS THAN 720 SQ. FT. ARE NAIL 8d NAILS 6" O.C. © EDGES & 12" O.C. IN FLORIDA LICENSE NUMBER:53608 NOT REQ'D. TO HAVE GLAZED FIELD. ROWS OF NAILS SHALL BE 3" MIN. FROM OPENING PROTECTION OR COMPLY PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP W/WINDBORNE DEBRIS IMPACT STDS. BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED Thomas L. Hanson P.E. PER MFG.'S SPECIFICATIONS. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 12 FASTEN COMP. PANELS TO TOP PLATE 1/21 • W/#12X44" WASHER/SEAL HD SCREWS Joel Falardeau P.E. • 2X4 CRIPPLES ® 16" O.C. 12" O.C. 0 ENDS & 8" O.C. 0 RAKES. FLORIDA LICENSE NUMBER:70667 DBL 2X HDR. W/1/2" CDX NOTE: VINYL SIDING MUST BE INSTALLED PER TABLE DBL 2"X4" TOP PLATE (ONLY NON-TREATED OVER A MINIMUM 7/16" FBC Plans &En Engineering IMPERVIOUS MOISTURE BARRIER) (PLYWOOD OR OSB) WITH AN APPROVED Services, Inc. WEATHER RESISTIVE BARRIER PLACED DBL. 2X HEADER W PLYWD. SPACER OVER UNDER THE SIDING. 6272 Abbott Station Drive Unit 101 / � Zephyrhills,0.33542 SIMPSON LSTA OR EQUIV. AT WINDOWS/DOORS. SEE HEADER TABLE ,} Phone:(813)788-5314 THIS LOCATION 1 2X4 BLOCKING FOR PANEL SPLICE Fax:1-(866)-824-7894 INSTALL WINDOWS PER MANUF. I WHERE WALL HT. EXCEEDS PANEL LENGTH INSTALLATION INSTRUCTIONS I _ Website:www.fbcplans.com C.O.A.-#29054 2X4 JACK, SEE TABLE " CDX W/VAPOR BARRIER. SHEATHING SHALL SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED ATTACH JACK TO CONT. STUD OVERLAP BOTTOM AND TOP PLATES, SEE NAILING DRAWN BY: W.P. W/16d NAILS g 24" O.C. � I' ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS NOTE WHEN SHEATHING PANELS ARE CONTINUOUS (8'-O" OR INSTALL WINDOWS/DOORS IN " CDX PLWD. (OR APPRVD. EQ.) FINISH W/ UNDER) AND NAILED PER PANEL NAILING NOTE. OPENING PER MANUF. VINYL SIDING REVISION: DATE: INSTALLATION INSTRUCTIONS ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT 2"X4" WOOD STUDS @ 16" O.C. EXCEEDS 8'-O" OR WHERE SHEATHING PANELS ARE RO 1 JOINED. RO 2 SIMPSON DSP 2X4 P.T. BASE PLATE OR EQUIV. RO 3 "o WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. RO 4 W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. 4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM FRAMING FOR OPENINGS SEE NOTE BE (OR 3000 PSI FIBERMESH) OVER 6 MIL. POLY VAPOR PROJECT ADDRESS: LOW * BARRIER W/ EDGES LAPPED 6" & SEAMS TAPED, OVER WITH HEADER ..2�'��,••; .• • 'CH CONC. BELOW CLEAN, COMPACTED, TERMITE TREATED SOIL. GRADE PER R403.1 LYLE & NANCY LASH LOT 40 LAUREL BLVD. MAJESTIC OAKS ZEPHYRHILLS, FL. 2 #5 REBAR COAT. ON / • WOOD SIDING, SHEATHING, AND WALL FRAMING 3" HIGH CHAIRS ly ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE CONTRACTOR: FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SUN STATE ALUMINUM, INC. WALL S E CT I 0 N/D ETA I LS SIMILAR HORIZONTAL SURFACES EXPOSED TO WE ATHER WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 WOOD WALL FRAMING WOOD FRAMED SHED TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES BEAM SIZE POST SIZE FASTENERS O17 KSI I HEREBY CERTIFY THAT I HAVE REVIEWED S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN "H" WALL "T" "N" SIZE CAPACITY COMPLIANCE WITH ASCE 7-10 AND SECTIO 4" .O45' .O6" (2) 3/8" BOLTS, NUTS, WASHERS 1 72O LBS 1003(EXISTING BLDG.)OF THE IILORIDA 5" .O5O" .O6" 2 3/8" BOLTS, NUTS, WASHERS 2 55O LBS BUILDING CODE 2010 6" .O5O" .O6" (3) 3/8" BOLTS, NUTS, WASHERS 2 55O LBS 7" .O55" .O6" (3) 3/8" BOLTS, NUTS, WASHERS 3 5OO LBS 7" .O55" .O9" (3) 3/5" BOLTS, NUTS, WASHERS 3 6OO LBS 7" .O55" .125" (3) 3/5" BOLTS, NUTS, WASHERS 4,500 LBS 9 8" .O72" .O6" 4 3 8" BOLTS, NUTS, WASHERS 5 5OO LBS 8" .O72 .09" (4) 3/8" BOLTS, NUTS, WASHERS 7 OOO LBS O72 .125" (4) 3/8" BOLTS NUTS, WASHERS 7.000 LBS EXISTING HOST STRUCTURE 9" •O72 .O6" 4 3 8" BOLTS, NUTS, WASHERS 7 OOO LBS 9" .O72 .O9" (4) 3/8" BOLTS, NUTS, WASHERS 8,900 LBS BREAK FORM HEADER OR .O82 .125" (4) 3/8" BOLTS, NUTS WASHERS 9.500 LBS 1O" .O92 .125" (4) 3 8" BOLTS NUTS WASHERS 11 OOOLBS 07 4 ECE[V[NG CHANNEL NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED v ((( #10 SMS AT EACH RISER FOR PAN OR#10 SMS @ 3"x 48"x0.024"Slb. 8"O.C.FOR COMPOSITE PANEL FOAM DENSITY PROFESSIONAL ENGINEER SEAL COMPOSITE ROOF #10 X 4"SMS 1-1/4" PANEL SOLID ROOF NEOPRENEWASHER ENGINEER OF RECORD: 8"D.C.PER PANEL - - - - -----_-_-= David W. Smith P.E. FLORIDA LICENSE NUMBER:536O8 Thomas L. Hanson P.E. 1-1/4" #10 SMS @ 8"O.C. (3)g/g FLORIDA LICENSE NUMBER:38654 �T FOR COMPOSITE PANEL THRU BOLTS (M I 1 ) WASHERS/NUTS l (2)#10 X 2R SCREWS PER 12"WIDTH CONNECTING MAY NOTCH FOR CENTER HEADER OR CHANNEL TO FASCIA. OREDGE OFPOST 2X6 SMB BEAM Mark Ronald Dunn,Jr. P.E.FLORIDA LICENSE NUMBER:73968 POST OR UPRIGHT UPRIGHT(SEE Joel Falardeau P.E. ROOF PANEL TO FASCIA CONNECTION DETAILS FLORIDA LICENSE NUMBER:7O667 SCALE:NTS FBC Plans &Engineering Services, Inc. (1).1/2"0 LOT CONCRETE SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF Abbott Station Drive Unit 101 EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL Zephyrhills,fl.33542 DISTANCE 3") BE 2-3/4"AT ALL POST LOCATIONS.ALL Phone:(813)788-5314 PER OUTER FLANGE SCREW LENGTHS AT POST CONNECTIONS Fax:1-(866)-824-7894 --- SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE. Website:www.fbcplans.com DRAWN BY: W.P. ' (2)-3/8"0 MACHINE 1"PER FT.MAX FOR 2-0" ATTACH ALUM. BEAM TO WOOD WALL BOLTS WITH WASHERS TOP VIEW W/1j"X1i"Xi" INTERNAL U CHANNEL MIN BEFORE STEEPER OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN SLOPE EA.SIDE 2"x2"x 0.125"ANGLE EXTERNAL REVISION: DATE: OR EQUIVALENT POST BASE 2 X H SMB i RO 1 (1)-1/20 LOT CONCRETE I SCREW WITH 2-3/4" ---------- EMBEDMENT(MIN EDGE OPT.#2:FOR INTERNAL FASTENING FASTEN INTERNAL CHANNEL TO RO 2 , lliiQ a DISTANCE=3") I USE(1)5/8"DIAMETER LDT I WALL W/J"OX2" LAG SCREWS, 1 TYPEI PER OUTER FLANGE CONCRETE SCREW W/2-3/4"EMBED. PER INCH OF BEAM HEIGHT RO 3 FLAT SLOPE NO FTG o m 3"MIN EDGE DISTANCE <2:12 FASTEN SMB TO CHANNEL W/#1O " RO 4 z TEKS, 1 SCREW PER INCH OF BEAM NOTES FOR ALL FOUNDATION TYPES HEIGHT PROJECT ADDRESS: 1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOILL. BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE d SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING � *� LYLE & NANCY LASH OF CONCRETE, 3 LOT 40 LAUREL BLVD. 2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND MAJESTIC OAKS COMPACTED PRIOR TO POURING OF ANYCONCRETE. FRONT VIEW 3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. ZEPHYRHILLS, FL. NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW BEAM TO WOOD WALL CONNECTION CONTRACTOR: TYPE II MONOLITHIC SLAB/FOOTING ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. SUN STATE ALUMINUM, INC. POST CONNECTION DETAIL SCALE:NTS ALUM. DETAILS CARPORT I HEREBY CERTIFY THAT I HAVE REVIEWED THIS.PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 3"X48"X.032" COMPOSITE PANEL ROOF, W/RUBBER MEMBRANE OVER 2" EPS FOAM INSULATION ON ROOM ADDITION 2X6 SMB " " " COMPOSITE PANELS = R-12 3X3X.093 2" EPS FOAM INSULATION = R-8 ° o ALUM. POSTS TOTAL = R-20 PROFESSIONAL ENGINEER SEAL N ENGINEER OF RECORD: WD. DECK EXIST. SLAB David W. Smith P.E. - ----------- ----------- -- ------- ------- ----------------------- FLORIDA LICENSE NUMBER:53608 8'-0" 20'-0" 18'-0" 38'-0" Thomas L. Hanson P.E. 2"X4" STUDS @ FLORIDA LICENSE NUMBER:38654 16" O.C. FINISHED SIDE ELEVATION WITH VINYL SIDING SCALE: 1/4' - r-o' 38'-0" Mark Ronald Dunn, Jr. P.E. FLORIDA LICENSE NUMBER:73968 3"X48"X.024" COMPOSITE PANEL ROOF, FL 2291 OR Joel Falardeau P.E. EQUIV. OVER CARPORT V) FLORIDA LICENSE NUMBER:70667 PARK MODEL POUR 12" OF NEW 2X6 SMB w w CONCRETE ® EDGE OF FBC Plans&Engineering BEDROOM EXISTING CPT. SLAB, Services, Inc. ■ TRAVEL DISTANCE FROM DRILL & EPDXY 12" #5 BDRM. TO EXIT < 20'-0" 6272 Abbott Station Drive Unit 101 REBAR Q 48" O.C. Zephyrhills,fl.33542 o O Phone:(813)788-5314 I PARK MODEL CL EXI DOOR 36" EXIST. DOOR I Fax:1-(866)-824-7894 0 m Website:www.fbcplans.com I Q—� I — ft � _H_ —� ---- -- — C.O.A.-#29054 WD. DECK DRAWN BY: W.P. I i 1 DATE:1/27/15 13'-0» x x N I SHED o REVISION: DATE: • CARPORT ON NEW SLAB & FRONT ELEVATION I & FIR. �' EX. DRIVEWAY RO 1 SCALE: 1/e" V-0• I LIVING RM. x EXIST. SLAB TO STREET NEW WD. DECK r i RO2 R0 3 ® 2X6 SMB 2X6 SMB - --- ------ ---- R04 37X51 37X51 I. 9'-0" 12"WX12"D MONOLITHIC 8' 12'-0" 18'-0" 20'-0" PROJECT ADDRESS: FOOTING 38'-0" LYLE & NANCY LASH LOT 40 LAUREL BLVD. MAJESTIC OAKS 2X4 STUD WALLS ® 16" O.C, FLOOR PLAN ZEPHYRHILLS, FL. FIBERGLASS INSUL. AND SCALE 1/B" = 1'-0" Q2 SMOKE DETECTOR DRYWALL, FINISHED W/VINYL SIDING 110 V. OUTLET CONTRACTOR: RM. ADDITION ON WD. DECK ® SUPPLY DIFFUSER SUN STATE ALUMINUM, INC. Z RETURN AIR PLAN/ELEVS General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS ELAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: COMPLIANCE WITH ASC 7-10 AND SECTION BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR 1003(EXISTING BLDG THE FLORIDA 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDIN CODE 201 PSI MINIMUM, PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. IN LIEU OF WELDED WIRE MESH 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. ROOM ADDITION,SHED&CARPORT 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. DESIGN DATA: CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD: OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 2. RISK CATEGORY: II David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 3. WIND EXPOSURE: B 2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: 4. WIND LOADS: FLORIDA LICENSE NUMBER:53608 RECOMMENDATIONS. ASTM E 119 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 SOLID ROOF(MWFRS): 23 PSF AAASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Thomas L. Hanson P.E. VISIBLY FREE OTHER ANY STRUCTURAL EXCESSIVE CRACKING, 5. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"#IOWWM OR SPALLING OR DETERIORATION. ASTM C94 - 3000 PSI FIBERMESH OVER FLORIDA LICENSE NUMBER:38654 ASTM C150 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL ASTM C33 B.MASONRY: I CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD AASTM STM C260 4 Mark Ronald Dunn, Jr. P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 6. SCREEN ROOF TYPE:: N A TYPE M OR S MORTAR. ASTM A185 7. SOLID ROOF TYPE: 3"X48"ALUM.PANELS,FL 2291 OR EQUIV. FLORIDA LICENSE NUMBER:73968 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL Joel Falardeau P.E. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS MINIMUM REc. UIREMENTS OF 6005-TS FOR ALLOY WITH A 2. SIM--SIMILAR Q 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott bolt Station n Drive Unit 101 MINIMUM THICKNESS ARE USED FOR SUPPORTING MEMBERS. 4. CONT--CONTINUOUS HOLLOW SECTIONS 2. WHERE KICK PLATES A MINIMUM THICKNESS OFZephyrhills,8.33542 0.024"SHALL APPLY. 5. VIF--VERIFY IN FIELD 2x2: 2"x2"x0.044„ 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PARTI-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Phone:Fax' SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE Fax:1-(866)-824-7894 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4: 2"x 4"x 0.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, = t PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 5:---------------------------------------2"x 5"x 0.050" t NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN �( V I y DRAWN BY: W.P. INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD + ( WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS DATE:1/27/15&CHAPTER 20 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1"X 2"x 0.040" , 1 x 3:----------------------------------------1"x 3"x 0.045" `-XAAq/,. REVISION: DATE: PRESSURE TREATED LUMBER PROVIDE DIELECTRICa '�� CONTRACTOR SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. USING#12 SPACING MAY BE 24"ON CENTER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 2 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 2 x 3 Snap: 2"x 3"x 0.050" ,. RO 3 LICENSED P.E.IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Sna 2"x 4"x 0.045" =is ENGINEERING PRACTICES. Snap:---------------------------------2" 1' "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SIT L tf fµ RO 4 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ( i VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) C �pt i,`3 � ;' � �'e PROJECT ADDRESS: D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" s e .. F° LU1.1 Kl,. I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" '_ 2-� 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUTA MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR G� LYLE & NANCY LASH TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" S` ?Vjj MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 X 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" , MAJESTIC LOT 40 LAUREL BLVD. OAKS WITH AC PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2.HEX BOLTS HAS TO BE ASTM A QON THE MANUFACTURED HOME. 2 x 8 SMB:-- ------------------ 2"x 8"x 0.072"x 0.224" ZEPHYRHILLS, FL. 325,PLATED WITH STANDARD FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR: 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SUN STATE ALUMINUM, INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES