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HomeMy WebLinkAbout12-13610 CITY OF ZEPHYRHILLS � . 5335-8TH STREET , (si3)�so-oozo 610 BUILDING PERMIT � Permit Number: 13610 Address: 38633 CAMDEN AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-005A-00000-1170 Improv. Cost: 29,650.00 Date Issued: 11/21/2012 Name: PALMER, RICHARD &VALERIE Total Fees: 457.50 Address: 38633 CAMDEN AVE Amount Paid: 457.50 ZEPHYRHILLS, FL. 33540 Date Paid: 11/21/2012 Phone: Work Desc: ADDITION TO BEDROOM 27 X 16 8� UTILITY AREA ZEPHYRHILLS ELECTRIC SERVICE MECHANICAL FEE 60.00 RfROOF RESIDENTIAL 60.00 BAHR'S PROPANE GAS 8 A/C, INC. GAVIN ROOFING A�'� 'r i`��'- / �`, ;l�� 1 �- / 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 oonstruction c) repairs or corrections not made when inspectlons 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 notioe of commenoement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recordin our notice of commencement." Complete Plans, Specifications Must Acoompany Application.All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. �/,�:��.�J� �f--e-��_ CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER FORMS FLORIDA BUILDING CODE,ENERGY CONSERVATI�DN FORM 402-2010 Residentiai Butiding Thermal Envelope Approach ALL CLIMATE ZONES Scope:Compiiance with Section 402 of the Florida Buildrng Code,Energy Conservation,shall be demonstrated by the use of Form 402 for single-and multiple-family residences of three stones or less in height,additions to exisUng residential buildings,renovations to existing residential buildings,new heating cooling and water heating systems in existing buildings as applicabie.To comply,a building must.meet or exceed ail of the energy eff'iciency requfrements on Table 402A and all applicable mandatory requirements summarized in Table 402B o�this form.if a building does not comply w�th this method or Alternate Form 402,it may still compiy under Section 405 of the Florida Buifding Code,EnergyConservation. PROJECTNAME: PALMER /t��'rlD gUILDER: ,(r. '("" E L'OII�STrZ.U� � � AND ADDRESS: 38l0 33 ChM�£1J/4�. PERMITTING n / ZEP({`/R2i-ILLS�FL.•3SSt10 OFFICE: �[ U"F Z /� ` lS r �i OWNER: �/'�{,.t�Z.IGK P/�LMER PERMIT NO.: �j� JURISDICTION NO.: � l �4Z� G e neral Instru cti ons: 1 New construction which incorporates any of the following features cannot compiy using this method:glass areas in excess of 20 pe�cent oi conditioned floor area,electric resistance heat and air handlers located in attics.Additians�600 sq.ft.,renavations and equipment cfiangeouts may compiy by this method with exceptions given. 2.Fill in all the applicabie spaces of the"To Be Installed"column on Table 402A with the iniormation requested.Ali"To Be Installed"values must be equal to or more efficient than the required levels. 3.Complete page 1 6ased on the"To Be Installed"coiumn information. 4.Read the requirements of Table 4026 and check each box to indicate your intent to comply wfth all applicable items. 5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owne�s agent must aiso sign and date the form. Please Print CK 7. New construction,addition,or existing building 1,_ �i�"iDw 2. Single-family detached or multiple-family attached 2 �� G 3. If multiple-family-No.of units covered by this submission 3 --- 4. Is this a worst case?(yes/no) a. N o 5. Conditioned floor area(sq.ft.) 5 a�� � 6. Giass type and area: a.U-fac[or sa. D�(oS b.SAGC 6b. �•.�- c.Glass area 6c. l�Q sq.ft. 7. Percentage of glass to floor area 7, g % 8. Floor type,area or perimeter,and insutation: a.Slab-on-grade(R-value) ga,R- $ - lin.ft. b.Wood,raised(R-value) 8b.R= sq.ft. c.Wood,common(R-value) g�,R= sq.ft. d.Concrete,raised(R-value) 8d.R= sq.ft. e.Concrete,common(R-value) 8e.R= sq.ft. 9. Wall type,area and insuiation: a.Exterior: 1. Masonry(Insulation R-value) 9a-1. R= �O 33� Sq.ft. 2. Wood frame(Insulation R-value) 9a-2. R= sq.ft. b.Adjacent: 1. Masonry(Insula[ion R-value) 2. Wood frame(Insulation R-value) 9b-1. R=�_ I 28 sq.ft. 9b-2. R= sq.ft. 10. Ceiling type,area and insulation: a.Under attic(Insulation R-value) 10a.R-��sq.ft. a00 b.Single assembly(Insulation R-va]ue) 10b.R= sq,ft. 11. Air distribution system:Duct insulation,location,Qn a.Ductlocation,insulation iia. R= 8 /�l�tL b.AF3U location 11 b. /s[ktt'G. c.Qn,Test report actached(<0.03;yes/no) 11 c.Test report attached? Yes � 12. Cooling system: L,� 1 a.Type 72a.Type: �°_�°nz ►�i b.E�ciency 12b.SEER/EER: 13.0 13. Heating system: 13a.Type: �Ga.'4'Qi.�w�K� a.Type 13b.HSPF/COP/AFUE: T.7 b.Efficiency 14. HVAC sizing calculation:attached 14. Yes Jy 15. Hot water system: N � a.Type 15a.Type: b.Efficiency 15b.EF: I herehy certffy that the p �snd specifications covered by the calculation are in compliance wfth the Florida Review of plans and specifications covered by this calculaUon indicates compliance with the Florida Energy Code. � Energy Code.Before construciion is compl d, is buildhlg�wlll be inspected for compliance in //-/` accordance with SeMion 553.@08,F.S PtiEPARED BY� z DATE:�I� � ' CODE OFfICIAL ��''F� I hereby cert'�that n is in co ce th orida Energy Code: OWNER AGE : DATE:�!� DATE: -"" " Z C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION FORMS TABLE 402A �� BUILDINCa COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: U-Factor<0.65 U-Factor= Windows(see Note 2): SHGC=0.30 SHGC= %ofCFA<=20% %of CFA= S li hts U-Factor<0.75 Doors:Exterior door U-Factor U-Factor<0.65 -Factor= Floors: Slab-on-grade No requirement Over unconditioned s aces see Note 3 R-13 Value= Walls–Ext.and Adj.(see Note 3): Frame R-13 R- alue= Mass (see Note 3) Inierior of wall: R-7.8 R- lue= Exterior of wall: R-6 F-V lue= Ceilings(see Notes 3&4) R=30 R-V lue= Test report Reflectance 025 Refl ctance= Attached. Yes/No Air distribution system(see Note 4) Ductwork&air handling unit: Lo ation: Test report Unconditioned space Not allowed Attached? Conditioned space Yes/No Duct R-va�ue R-value?6 -Value= Air teakage Qn Qn<0.03 �_ Air conditionin s stems see Note 5 SEER=13.0 SEER= Heating system Heat pump(see Note 5) Cooling: SEER=13.0 SEEF= Heating: HSPF=77 FISPF= , Gas(umace AFUE 78% AFUE= I, Oil furnace AFUE 78`6 AFUE= j Electric resistance:Not allowed(see Note 5) � —� Water heating system(storage type) � Electric(see Note 6): 40 gal:EF=0.92 Gallons= I 50 gal:EF=0.90 EF= i Gas fired(see Note 7): 40 gal:EF=0.59 Gallons= I, Other(describe): 50 gaC EF=0.58 EF= (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in orderto comply with this code using this method; otherwise Section 405 compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas mustcompiywiih both the maximum U-Factorand the maximum SHGC(solarHeat Gain Coefficient)criteria and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA);othenvise Section 405 must be used for compliance. Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent. (3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interior of wall"requirement must be met except if at leasi 50%of the R-6 insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. (4)Ducts&AHU insialled substantially leak free per Section 4032.2.1 Test by Class 1 BERS rater required. Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.5032.7.2. (5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 5032.3(1-8). Exception:The prohibition on eiectric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings. (6)For other efectric storage volumes,minimum EF=0.97-(0.00132 x volume). (7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume). TABLE 402B MANDATORY REQUIREMENTS COMPONENTS SECTION REQUIREMENTS CHECK To be caulked,gasketed,weatherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E Air leakage 402.4 263.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required.Fireplaces:gasketed doors& �/ outdoor combustion air. Ceilings/knee walls 405.2.1 R-19 space permitting. ✓ Programmable thermostat 403.1 1 Where forced-air furnace is primary system,programmable thermostat is required. ✓ Air distribution system 4032 Ducts in attics or on roofs insulated to R-8;other ducts R-6.Ducts tested to Q,=0.03 by a Class 1 BERS rater �/ Heat trep required for vertical pipe risers.Compiy with e�ciencies in Table 403.4.32.Provide swrtch or clearly Water heaters 403.4 marked circuit breaker(electric)or shutoff(gas).Circulating system pipes insulated to=R-2+accessible manual OFF switch. Spas and heated poois must have vapor•retardant covers or a liquid cover or other means proven to reduce heat Swimming pool&spas 403.9 loss except if 7DM of heat from site-recovered energy.OffRimer switch required.Gas heaters minimum thermal efficien =78% 82%after 4/16/13.Heat um ool heaters minimum COP=4.0. Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification Cooling/hea[ing equipment 403.6 required.Special occasion cooling or heating capacity requires separate sysiem or variable capacity system. Electric heat>10kW must be divided into two or more sta es. Lighting equipment 404.1 At least 50%of permanently installed lighting fixtures shall be high-efficacy lamps. 2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION C.5 �! `J`� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � � �.SY-�� ��� S ���y� S T : Date Received: �� y�- /Z Site: j �'"� ,� � �����G'�F� �G^�. Permit Type: �Z� �( / � %�C�r�l M �G�G�r�cy� ��r�� `�,,IGt.��� Approved w/no comments Approved w/the below comments: �J Denied w/the below comments: O / " !r��✓�/ ���,. <S S���l.' �P %�� . � /��� r� � G ,��',r � ' . �t�ti .-f' f�j �������� � This comment sheet shall be kept with the permit and/or plans. � / '1�" � f� ` � - � � f CJti. �t ;4_�=_ � �` T. �c-�;�..� Kalvin Swi r—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) hov 15 12 02: 35p Rick Gavin 352-567-5034 p. l � IVM1. IIIIJ/LVIL II.JI �YJV I .VVI�VVI d13•7p-0070 Gty O���s F'BIRMlI1�7J1�Ibe�M . . . �n.a..... �35 3 . � - ,c�� �r�i�- arMo��+�e • Z. • Piwsunuqllerlr�Mlb 3 � Ow�YI Ma�w ` Or�M��hp�N��Oa •own.r.�aw.s. 3 rRVc' � PJG o.o.r n»a.M�1ie.I ' �� r�—^ o��rPr�r11�1ir /W tImPU YN�I�o11Mw.�...I Fu ti�npM 7NNaN�r Add�� ' �oe�ooa�s �k1o33 (bm�s1�l3E Z6 CN/u.s 3�/C LOT A //7 au.oiv�ia�! 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' - • , . ��, �� k arri�0..N411a q�nn�anodn�nt Is+quMb,N��awn evr�l000) • "' �KOROie+�lrad�lw!'a�w�al'RMonirGerlisw�ns�rw�Idb�smwarrAlAt�k,salexe/hOmoenw�ufw�k7p�r�mme •CtlER71�G0l�IY�t�ItlldfTlMO (FiienldAppKraben0� . Ramfa Se..t�� 'SreNretlpyr�y�. MC tiKS(woyy,y�'���) , PPlYOy1�b�W�0Y9fCq�Ik.TilmWdF1�Y�0-NDO[kp10W • • s�aaao-oozo City of Zephyrhills t'ermit Hppncauur� • -• • -- — 8uilding Department �/Z� " ;I� ��D � � tVJ �� '.� .� -- ��'7 , Date Received �� � Phone Contact for Permitting Owner's Name � �� - '��m� Owner Phone Number Owner's Address �a C✓�� ���� �� � � LL-S � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number�— Fee Simple Titieholder Address G/- f� � JOB ADDRESS �JO cF'�� �Y1� �lJ %�'(%L' 'Z�P�" '�' ��C-� 3-'�S �' LOT# SUBDIVISION ��� �'��E�'s l I�/f'� PARCEL ID# �5"Z�"Z�� COJ-/9'G CUC-'L� ~-!l�O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR �G ADD/ALT 0 SIGN [� MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR 0 COMM [� OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL Q OTHER DESCRIPTION OF WORK A DA17(�J�% u'F P��Df'-Le�vl �11�A �'��U '4�'�1� BUILDING SIZE Z7 x �� SQ FOOTAGE 4�� HEIGHT �'' BUILDING $ �` ��� •-- VALUATION OF TOTAL CONSTRUCTION a�i"` ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. � 1, Z�o �- -�� _ - ,r,/ � PLUMBING $ �� �" " v � �� �� ��;`C.�St 3<►�0�-��'�-�. 0 MECHANICAL � , /�-�-y� - � VALUATION OF MECHANICAL INSTALLATIO ���L ������ I �f 67�� I �J GAS � ROOFING � SPECIALTY 0 OTHER v �� {1�°�p( S'1 ' 0 � � � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES N S� ��S�� � � .�i��'� C_�O�ST, s`� �..1 BUILDER - COMPANY �-L- SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N I3 Address F �os� T�/ ��/��FGc.t� 7�- �3 License# �����Z�� �� �- ELECTRICIAN o4COMPANY Ck--J"�/2JeL�'�S C ✓� SIGNATURE i REGISTERED Y/ N FEE CURRENT Y/N Address V� /D�/ ��il� "' � License# � PLUMBER COMPANY /► �` SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# �— �� ,� n /�,., � �/ P� MECHANICAL �ps fj S�"� ���6'(; � COMPANY �1�/e-5 v6� ��/� SIGNATURE `l••- �1, �'� REGISTERED Y/ N FEE CURRENT Y/N �`�_��cC�,o.00z� /�' � �-' h / - � Add � �v/�1� v�Y��'� Z P'Z OTHER�`� <� `�(�I, ��� O 1 COMPANY G I� �I��I�6 � SIGNATURE �� ��+"' ' "`�-�'� l-�j�"� REGISTERED /--�N-^- ' FEE CURRENT Y/N `��3-7 f�o.✓c�z I Address Ucense# 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 date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivlsions/large projects COMMERCIAL Attach(3)compiete 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 Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "'"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If ove�$2500,a Notice of Commencement is required. (A/C upgrades over�5000) �* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(PIoUSurveylFootage) 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 restrictiv'e 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, 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 727-8�7- 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 indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigne understan s 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 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'SIOWNER'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 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 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 I must take to be in compliance. Such agencies include but are not limited �o: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Nealth Unit-Wells, Wastewater Trealment, 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 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 to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fi�the Ilowner mayrbe�cit d for v�olat ng properties. If use of fill is found to adversely affect adjacent properties, the conditions of the building permit issued under the attached permit application, for lots less than one (�) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I p ti�mise �unde�standhthatna�sepah at permit may be equg ed for lelectr cal�work, this affidavit prior to commencing constru plumbing, signs, wells, pools, air conditionin9se to oceedewith the work and not as author ty t�o aiolate canplelaallter, or permit issued shall be construed to be a licen p set aside any provisions of the technica) codes, no ns�ha�violai ons of any cod sprEverytperm t iss ed sh al becomhe inval d requiring a correction of errors in plans, constructio unless the work authorized by such permit is �od of s x d6 mhonths fter the ti eethetworkas commenced Anhextension the permit is suspended or abandoned for a pen � ) may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate the ob is considered abandohed. justifiable cause for the extension. If work ceases for ninety(90)consecutive dayS� CEMENT MAY RESULT IN YOUR WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN M�ENCEMENT. � AYING TW�CE FOR IMPROVEMENTS TO YOUR PROPE RDING YOUR NOTICE O CO AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC �` �r� FLORIDA JURAT(F.S. 117 03) � � L _ � � � CONTRACTOR pWNER OR AGEN7��-+�+ ubs ribed and swo to(or affirm�d�b re me this �)�AtF� b I.tJ IS� crJ{�ed an bswor t�or affirmed)be ore me this — _ me or has/have produced � /,l— o s are personal as identification. o islare personally no �r has/have produced as identlfication. Notary Public � ___Notary Public " 1�`;.:°Bi. SELENAM.SE�AANCO Commission No. ° * MY OM Commission No. ��`Y P0� * M�M��M� * PIRES:Febtua 4 2015 �Fe�ruat 4,2015 r s9en�p�B"dg°tNo�1 S°fviu° * + p�„y Name of Notary typed, Name of Notary tyPed;' ��� �� Pasco County Parcel: 35-25-21-OOSA-00000-1170 001 Page 1 of2 Data Current as Of: Weekly Archive - Saturday, November 10, 2012 Parcel ID 35-25-21-005A-00000-1170 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value PALMER RICHARD E &VALERIE J Ag Land �p 38633 CAMDEN AVE ��d $19,012 ZEPHYRHILLS FL 33540-1037 Building $61,181 Physical Address Extra Features �72� 38633 CAMDEN AVE ZEPHYRHILLS FL 33540-1037 7ust Value #80,920 Leqdl DeSCriDtiOr1 (First 4 Lines) Assessed (Non-School Amendment 1) $80,920 See Plat for this Subdivision Taxable Value �80,920 ALPHA VILLAGE ESTATES PHASE 2 PB 23 PGS 8-9 LOT 117 OR 4865 PG 1505 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �� 0100 SFR OOR2 7,600.00 SF $2.49 1.00 $18,924 � � 0100 SFR OOR2 266.00 SF $0.33 1.00 $88 Additional Land Information Atres 0.18 Tax Area 30ZH FEMA Code �Residential Code ALFALPI Buildin4 Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1987 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring i Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air- Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 FG R 312 $6,944 2 BAS 1,040 $57,772 3 UEA 299 -� $8,333 4 � FST 104 $2,889 5 FOA 65 $gg9 6 � F�P 8� $1,111 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 -� D W C 1987 684 $727 Sales History Previous Owner SAUCIER BERNARD] &CECILE Month/Year Book/Page Type C de Condition Amount 02/2002 4865 / 1505 Wp�dtY �� Improved $78,000 10/1987 1650 / 0786 WDeedtY C� Vacant $54,000 O1/1979 0985 / 1585 Warranty Deed Vacant $0 http://appraiser.pascogov.com/searcl�/parcel.aspx?sec=35&twn=25&rng=21&sbb=005A... 11/14/2012 i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 20121916 Rcpt:1474421 Ree: 10.00 DS: 0.00 IT: 0.00 11/09/12 D. Bonilla, Dpty Clerk NOTICE OF COMII�NCEMENT ` pRULR 5 0'NEIL Ph D PRSCO CL Of 1�OMPTROLLER PermitNo 11/09/12 10,�',,a' 1 �?0 > OR BK � f�'SL PG Property Identification No. 35�ZS-Z�— [�U S� - OC>OlX7 �-i/�v THE LJNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1 Description of property(legal description:) a)Street Address. 3d'(P33 CcUv�dEn A-��e. -�epk-url�.U-�s .� 33s�to 2.General description of improvements: �l��J(Tr o.0 �C 3Q �ri� � �p�?�4C�-�{a 3.Owner Information . a)Name and address: �tG'1Gt.CCr E• �G1�-111�( - ',�(�3� (���nr� L��,�P �-P� �( 11 , {�L 3 35�(0 b)Name and address of fee simple titleholder(if other than owner) c)Interest in property �ntractor Information a)Name and address.��,(_ �TEY� �j�e>CT/�� ���5� ��(� � �d�i�/1Z�.lt L�S t �.35�1'Z- b)Telephone No.• �r 3� 7 g L-94�'�L Fax No.(Opt.) ('Q��3) `�8a--���L�— 5. Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: Fax No. (Opt.) 6.Lender a)Name and address: Phone No. 7 Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served. a)Name and address b)Telephone No.: Fax No.(Opt.) 8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a)Name and address: b)Telephone No.. Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is Specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA ��A�i� �• f�� COUNTY OFPASCO y Signature of Owner o�Owner's Authorized Officer/Director/Partner/Manager f2rc�Ar2.� E_��J��'-� Print Name The foregoing instrument was acknowledged before me this�day of�G��'��i� ,20�,by �Cf�,l��2,� �, tAlgLcy)p,,�. as (type of authority,e.g.officer,trustee,attorney in fact)for (name of party on behalf of w om instrument was executed). Personal(y Known�OR Produced Ident�i,�tc�on�p�,d,,�ignature �� ' �' *��'�* MY COMMISSION�k EE 053704 , * EXPIRES:February 4,2015 Type of Identification rroduced '"r� �� Badedllru�ul���nt) �E��� {�J'�- S�e��}-�� ����� Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature ofNatural Person Signing Above FORMSMOC,rvsd2007 NGENE'5 NOTES C ALL WORK 15 TO BE IN COMPLIANCE WITH ASCE 1 -10 AND 1 THE FLORIDA BUILDING CODE 2010 EDITION. i 1) THE BASIC DESIGN WIND SPEED = 133 MPH ULTIMATE 1WIND DESIGN 2) RISK CATEGORY = IT f 101 NOMINAL WIND DESIGN j 3) EXPOSURE CATEGORY - B f 4) ENCLOSURE CATEGORY = (ENCLOSED) INTERNAL PRE55UR CCEF. = +/- O.IS 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE ROOF ZONE 1 ( +14.3 -23.3) ZONE 2 ( +20.3 -56.2) ZONE 3 ( +20.3 -83.1) WALLS ZONE 4 +30.0 -33.0 ZONE 5 +33.1 -44.0 FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 30' -0" EXPOSURE B. ALL THE ROOFING CONDITIONS MUST BE ` /ERIFIED, THE DESIGNERS TAKE NO RESPONSIBILITY. THE NEW ROOF TRU55ES WILL REQUIRE A RAISED HEEL. THE PLANS WERE DRAWN U61NG A 4/12 EXISTING ROOF PITCH AND A 6112 NEW ROOF PITCH. ------------------------------------------------------------------------------------------------------------------------------------------------------------ - - - - -, 1 I I I � I w 0 Q � I o z EXISTING HOUSE LL L I 1 I v V 52' -0 " REAR ELEVATION EXISTING HOUSE ib' 01 'Neal ADDiTIGN Si LOMANCO RIDGE VENT FL* 2x41.1 —GAF SPINr LEB FL' 10 24.1 Cs AF ROOF UNCrERLA73 'ENT FLs106261 -------- --= ------------------ - - - - -- EXISTING PORCH I 12'-0" I' ,6. -o,I 21, -0.. i 53'-0„ RIGHT ELEVATION DE5I I'MRS NOTE: BECAUSE THIS 15 N ADDITION IT WILL BE THE RESPONSIBILITY F ALL SUBS AND SUPPLIERS TO VERIFY ALL IN RMATION IN THE FIELD BEFORE ORDERIN ANY MATERIAL OR STARTING ANY WORK. THE ' MEOWNER REQUIRES THAT TH15 NEW ADDITIO MATCHES THE EXISTNG HOUSE. IF ANY INFORMATI N IS NOT ON THIS PLAN THE CONTRACTOR WIL NEED TO VERIFY THAT THE NEW WORK 18 MATCHIN THE EXISTING. i - I FGT 51NCxLE HUNG IUINDOWS I FL APPROVAL • 239.1 I III C� 2 5" 25 j CTS-RASSE R F2 ADDITION F n u it it r it �I L�Ci6a i I � CFRTAiNTFFD 5OFFITT FL APPROVAL " 133a9.1 RMA -TRU 5GL &WING DOORS FL APPROVAL • 15040.2 DATE: SCALE: PAGE I ll= 10 / 213 / 12 1/4 DESIGN SERVICES INC. !OBILEI OFFICE 352 - 206 -53271 j OFFICE FAX 352-5aa -2342 R' 3' HANLEY P O BOX 1325 SAN ANTONIO FLA_ 33516 EMAIL: 'ranl�yC6srm�mai!.c�m " Z 12 T�_; I I I 1 I I I 1 I I EXISTING HOUSE I I I I I I I I I I I I I I I I I I ,I i 26 -O n 53'-0" LEFT ELEVATION ATTIC VENTILATION FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150. ALL RC -VIEW DAFE - CITY OF 1EPV{YxHILt_S � -- FLANS EXAMINER ®r_� �es GON RACTCR ' G. L., STEVE CONSTRUCTION aI�__ PLEVATION& NEW BEDROOM NEW UTILITY AREA 200 SF 232 8F SAC NUJ - 'AD DiT[0N 432 - JOB NAME ^NG�- ADDRE8,8,__.,,\ 'AL an ICfi< -PALMER: ADDITIC 38633 CAMDEN A` /E. \?PHYRHILL6, FL 33 Q - � 1031 DAVID E.U. SMITP. M5. 1='E, FLORIDA LIC.# 53,08 352 -521 -0865 OFFICE 352- 521 -0861 FAX. 9c30`3 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND REVIEWED TN15 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH M6. FE. #53608 1-' N USE SIMPSON SET EPDXY #1150ro.4 TO FASTEN THE #5 REBARS INTO THE EXISTING SLAB AND EXISTING HOUSE WALLS. MIN 4" EMBEDDMENT INTO THE EXISTING HOUSE. i FOOTER NOTE: 811 x 16" CONT. CONCRETE FOOTER WITH (2) #5 REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, FILLED CELLS WILL BE VERT, 45 RODS IN ALL CORNERS, AND BESIDE EACH OPENING. ALL REBAR MUST BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25 ". •' I OBI STANDARD 4" SLAB NOTE: l EXISTING SLAB cn 'Ii 4" / 3000 PSI CONCRETE SLAB OVER CLEAN, TREATED AND COMPACTED SOIL, THE SOIL MUST BE TREATED FOR TERMITES AS PER THIS PLAN, ro" x ro" 10 /10 WIRE MESH OVER roMIL. VISQUEEN VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB. FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH, SOIL. BEARING CAPACITY THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. FILL-ED CL.US M THIS SYMBOL INDICATES THE APPROXIMATE LOCATION OF THE FILLED CELLS, THE FILLED CELLS ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI AND VERT. #5 REBAR. THE VERT REBAR ARE THEN TIED TO THE HORIZ. REBARS IN THE FOOTER. THE MIN LAP FOR ANY REBAR WILL BE 25 ", THESE VERT REBARS EXTEND UP THROUGH THE STEMWALLS. SOME OF THE CELLS SHOWN MAY BE IN THE i STEMWALL ONLY. 1 3, -0 EXISTING HOUSE DINING AREA FOUNDATION PLAN 4" MONOLITHIC SLAB FINISHED GRADE - Ig" MIN - g" 4 MIL. V ISQUEEN 6X& WIRE MESH (2) 05 REBARS ON ROD CHAIRS AT 48" CC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL A MIN LAP OF 25 I 15F} 4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN, OF 2000 PSI AND BE TREATED FOR TERMITES AS PER THE DET,41L PAGE OF THIS PLAN. 8" x 8" 10 /10 WIRE MESH OVER SMIL, YISQUEEN VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB. FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH. SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE TREATMENT REQUIRED. TYPICAL_ M- ASONRY WALL SECTION W1 MONOLITPIC FO-OT-ER-AND SLAB THE PLUMBING , ELEC ICAL AND MECHANICAL PARTS OF THE PLAN ARE NON -S UCTURAL AND MAY BE ADJUSTED BY TIE SUB - CONTRA ORS PERMITTED TO DO THE JOB. BUT THE CHANGES MU T MEET THE MINIMUM STANDARDS OF THE CURRENT FLORID BUILDING CODE. THESE CHANGES ARE NOT REQUIRED T BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PL N. i I I D cry i r, i, 3 a f - - n m iI a O' i Q O' I61 -^11 NEW LTILITY AREA a' -4 CEI NG �._tCHT 232 SF —,� TT1C CESS 1 STEf DCJJN 4" 2x6 w° L R -13 t- N, N1 6ULATiON a' -'j 4 Q i I (1) 05 REBAR IN THICKENED EDGE 1 / 126Xro I I 4 ro MIL VI I Q 1 1 3 a I � �I , i NEW SLAB 4 SEE THE CROSS SECTION FOR / i TPE 5TET -VALL DETAIL STEP ✓Ok,JN 4" - -------- - - - - - - - - -------------- - - - - - - - -, III — -- - - - - - - - - - - - - - - - - - -- - - -- -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - EDGE -, - - v I OBI STANDARD 4" SLAB NOTE: l EXISTING SLAB cn 'Ii 4" / 3000 PSI CONCRETE SLAB OVER CLEAN, TREATED AND COMPACTED SOIL, THE SOIL MUST BE TREATED FOR TERMITES AS PER THIS PLAN, ro" x ro" 10 /10 WIRE MESH OVER roMIL. VISQUEEN VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB. FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH, SOIL. BEARING CAPACITY THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. FILL-ED CL.US M THIS SYMBOL INDICATES THE APPROXIMATE LOCATION OF THE FILLED CELLS, THE FILLED CELLS ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI AND VERT. #5 REBAR. THE VERT REBAR ARE THEN TIED TO THE HORIZ. REBARS IN THE FOOTER. THE MIN LAP FOR ANY REBAR WILL BE 25 ", THESE VERT REBARS EXTEND UP THROUGH THE STEMWALLS. SOME OF THE CELLS SHOWN MAY BE IN THE i STEMWALL ONLY. 1 3, -0 EXISTING HOUSE DINING AREA FOUNDATION PLAN 4" MONOLITHIC SLAB FINISHED GRADE - Ig" MIN - g" 4 MIL. V ISQUEEN 6X& WIRE MESH (2) 05 REBARS ON ROD CHAIRS AT 48" CC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL A MIN LAP OF 25 I 15F} 4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN, OF 2000 PSI AND BE TREATED FOR TERMITES AS PER THE DET,41L PAGE OF THIS PLAN. 8" x 8" 10 /10 WIRE MESH OVER SMIL, YISQUEEN VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB. FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH. SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE TREATMENT REQUIRED. TYPICAL_ M- ASONRY WALL SECTION W1 MONOLITPIC FO-OT-ER-AND SLAB THE PLUMBING , ELEC ICAL AND MECHANICAL PARTS OF THE PLAN ARE NON -S UCTURAL AND MAY BE ADJUSTED BY TIE SUB - CONTRA ORS PERMITTED TO DO THE JOB. BUT THE CHANGES MU T MEET THE MINIMUM STANDARDS OF THE CURRENT FLORID BUILDING CODE. THESE CHANGES ARE NOT REQUIRED T BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PL N. i I I D cry i r, i, 3 a f - - n m iI a O' i Q O' I61 -^11 NEW LTILITY AREA a' -4 CEI NG �._tCHT 232 SF —,� TT1C CESS 1 STEf DCJJN 4" 2x6 w° L R -13 t- N, N1 6ULATiON a' -'j 4 Q i I (1) 05 REBAR IN THICKENED EDGE 1 / 126Xro I I 4 ro MIL VI I Q THICKENED EDGE 3 a I � �I EXISTING PORCH BEDROOM - - - - -- EN—I S r; %SiiT N 200 SF / ! 1 j 7TT -TT�1 3 OA % / - - - EXIerNG HOUSE DINING AREA 1 FLOOR PLAN E61GN PRESSURES THE DE � N WIND PRESSURE RATINGS ARE LISTED FOR EA H OPENING,THE WINDOWS AND DOORS CHCOS BY THE HOMEOWNER OR CONTRACTOR WILL NE D TO MEET OR EXCEED THESE PRESSURES LISTED Y EACH OPENING. THIS MANUFACTURERS INFORM TION WILL BE REQUIRED BEFORE ANY INSTALL TION OF THESE PRODUCTS. DATE= SCALE: i/4 V O�l PAGE 2 10 /213 /1� V- oil DE51GN SERVICES INC. 352-205 -x1321 � y OFFICE FAX 352-5a3_2342 w R• • HA `LEY F O BOX 1325 SAN ANTONIO FLA. 33516 SECTION 3 BUILDING PLANNING SECTION 8309 GARAGES AND CARPORTS R309.I OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/S" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/S" THICK OR 20 MINUTE FIRE RATED DOORS, 8309.2 SEPERATION REQUIRED THE GARAGE SHALL BE 5EPERATED FROM THE RESIDENCE ` AND ITS ATTIC AREA BY NOT LESS THAN 1/21} GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPERATED FROM ALL HABITABLE ROOMS i ABOVE BY NO LESS THAN 5/43" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOCK - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. CONTRACTOR G-. L. STEVE CONSTRUCTION 013-355-1314 MAIN FLOOR PLAN and FOUNDATION NEW BEDROOM NEW UTILITY AREA 200 5F 232 SF TOTAL NEW ADDITION 432 5I= JOB NAME AND ADDRESS VAL and RICK PALMER ADDITION 38(033 CAMDEN AVE, ZEPHYRHILLS, FLA, 33540 -1031 DAVID W, SMITH, MS. FE, FLORIDA LIC,# 53ro0a 352 - 521 -0865 OFFICE 352 - 521 -0S6l FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. 6MITH M6, PE. #E�3ro08 (1) 05 REBAR IN THICKENED EDGE 1 / 126Xro 10 /10 WIR 4. rQUEEN ro MIL VI I VAPCR THICKENED EDGE DATE= SCALE: i/4 V O�l PAGE 2 10 /213 /1� V- oil DE51GN SERVICES INC. 352-205 -x1321 � y OFFICE FAX 352-5a3_2342 w R• • HA `LEY F O BOX 1325 SAN ANTONIO FLA. 33516 SECTION 3 BUILDING PLANNING SECTION 8309 GARAGES AND CARPORTS R309.I OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/S" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/S" THICK OR 20 MINUTE FIRE RATED DOORS, 8309.2 SEPERATION REQUIRED THE GARAGE SHALL BE 5EPERATED FROM THE RESIDENCE ` AND ITS ATTIC AREA BY NOT LESS THAN 1/21} GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPERATED FROM ALL HABITABLE ROOMS i ABOVE BY NO LESS THAN 5/43" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOCK - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. CONTRACTOR G-. L. STEVE CONSTRUCTION 013-355-1314 MAIN FLOOR PLAN and FOUNDATION NEW BEDROOM NEW UTILITY AREA 200 5F 232 SF TOTAL NEW ADDITION 432 5I= JOB NAME AND ADDRESS VAL and RICK PALMER ADDITION 38(033 CAMDEN AVE, ZEPHYRHILLS, FLA, 33540 -1031 DAVID W, SMITH, MS. FE, FLORIDA LIC,# 53ro0a 352 - 521 -0865 OFFICE 352 - 521 -0S6l FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. 6MITH M6, PE. #E�3ro08 FRAMING NOTES: 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT WITH SOIL WILL BE #2 PT SOUTHERN YELLOW PINE , 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE #2 SPRUCE OR BETTER AND SPACED 16" CC, 3) ALL ENG. WOOD BEAMS SUCH AS MICROLLAM5 HAVE BEEN DESIGNED ACCORDING TO THE TRUSSJOI5T SPECIFICATIONS. 4) ALL OF THE SIMPSON FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD, 5) ALL EL ECTRICAL,PLUMBINr AND MECHANICAL ROUGH INS MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE. 1) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE FRAME OR MASONRY WALL WHICH WILL ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR SHEATHING WITH THE FOUNDATION), 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. °J) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6 02 SOUTHERN YELLOW PINE. C NO PLYWOOD SPACER5 REQUIRED) IO) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LE55 THAN #2 SOUTHERN YELLOW PINE LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR CLOSER THAN 1£3" FROM THE GROUND IT WILL NEED TO BE PRESSURE TREATED. EXCEPT AS NOTED, 11) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUS8E5 WILL BE FURNISHED E3Y THE TRUSS COMPANY THAT PRODUCES THE TRUSSES, 12) NAIL 2x BLOCKING BETWEEN TRU58E5 IN ALL AREAS THAT A PLY -CLIP CANT BE APPLIED. PRE - ENGINEERED ROOF TRUSSES 24" OC MAXIMUM SPACING TC LL 20.0 PSF TC DL -1.0 PSF BC DL 10.0 PSF BC LL O.0 Flo' 310 PSF DUR,FAC, 1.25 1 DEFLECTION MEETS L 1 360 LIVE AND L / 240 TOTAL LOAD USE SIMPSON HETA 16 FL #11413,3 EMBEDDED TRUSS STRAPS TO FASTEN THE ROOF TRUSSES TO THE TOP OF THE MASONRY WALLS. MIN EMBEDDMENT OF 4 -ii �i 4 11 ii NEW U ILITY AREA a' -4" I_iNG HEIGHT 232 SF / � A IC � AC SS 1 ATTIC StUiTCH l ice} o u } Illi O o STEP IDOWN 4' NEW EDRCOM a`-OI' tElUNG 4�EIG PT 0 SF 1 ; i VALLEY TRU56ES � I EX 15T I i 1 ' SIMPSON VTCR VALLEY TRUSS CLIPS FL# 10561,5 F WILL BE USED TO ATTACH THE VALLEY TRUSSES TO THE EXISTING MAIN SPAN ROOF TRUSSES, 1 1 1 I I f I ; I 1 I i - - - - -- --- - - - - -- - - - - -- I i ROOF FRAMING PLAN MATCH THE OVERHANGS ON THE NEW TRUSSES TO THE OLD 1/2" CDX (32/24) OR OSB SHEATHING NAILED WITH Sd COMMON NAILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN ON EACH GABLE TO BE NAILED 3" OC. NAIL 2x BLOCKING BETWEEN TRU55E5 AT THE RIDGE OR ANY OTHER LOCATION THAT A PLYCLiF WONT WORK, ^ I -„ —NA!L TW6 AREA 3" OC GABLE TRU55 BRACING 2X4 DIAGONAL BRACING NAILED WITH (2) 12d NAILS I� F:d F fi US55 -� PER TRUSS COMPANY AT THE TOP CHORD OF THE TRUSS , THE BOTTOM CHORD O ! THE TRUSS AND INTO THE STRINGER. I 2X4 STRINGER NAILED WITH USE I6d NAILS 8 S" CC TO ATTACH THE 1 A BOTTOM CHORD OF THE GABLE TRUSS (2) 12d COMMONS IN EACH TRUSS TO THE TOP PLATE NAILER AND 6d NAILS THE STRINGER IS TO BE CONTINUOUS - =_ -- _- ____ __= TO ATTACH THE SHEATHING TO THE GABLE TRU55 THE ENTIRE LENGTH OF THE BUILDING= IN LIEU OF STRUCTURAL CEILING PANELS. S" EXT BLOCK WALL 2X4 BLOCKING BETWEEN TRUSSES NAILED ATTACH 2 X S PT NAILER WITH (2) 12d NAILS EACH END TO THE BLOCK WALL WITH 6" J -BOLTS 45" OC ALONG ENTIRE LENGTH OF THE WALL. GABLEE EMRAGING DETAILS / LOCK ALL CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS IRE SEE THE TRU55 LAYOUT FOR THE BRACING LOCATIONS 2) ALL ELECTRIC OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNT GROUND FAULT OUTLET FAN / LIGHT ( GROUND FAULT INTERRUPTER) 3) ALL ELECTRIC L OUTLETS IN BEDROOMS SHALL BE WIRED INTO 'D 3-WAY SWITCH 110 OUTLET i DETECTOR f AREAS ADJACENT TO BEDROOM AND OTHER SINGLE SWITCH 4� LIGHT E REQUIRED TO ALARM ONCE ONE HAS DETECTED I 09 SMOKE DETECTOR � --- +-- --- --- \- ----- - - - --- -----------------------+--- ATTIC ACCESS REA FOR ANY FUTURE SERVICE IN THE ATTIC AR 6) PROVIDE CAR I I MS, I V i I �QI { I ;• � - Iw l / "o I ' I i ATTIC ACCESS ' I • I I I ' I I I I I c I � r r ; 1'-4 _ 1` -4" I LIGHT ATTIC STORAGE, i l ;o -O „ �I iI it I i I i I t I •, I 1 1 j �I 1 / I EXISTING PORCH ._- .- ,.._t..._.____ x -ii �i 4 11 ii NEW U ILITY AREA a' -4" I_iNG HEIGHT 232 SF / � A IC � AC SS 1 ATTIC StUiTCH l ice} o u } Illi O o STEP IDOWN 4' NEW EDRCOM a`-OI' tElUNG 4�EIG PT 0 SF 1 ; i VALLEY TRU56ES � I EX 15T I i 1 ' SIMPSON VTCR VALLEY TRUSS CLIPS FL# 10561,5 F WILL BE USED TO ATTACH THE VALLEY TRUSSES TO THE EXISTING MAIN SPAN ROOF TRUSSES, 1 1 1 I I f I ; I 1 I i - - - - -- --- - - - - -- - - - - -- I i ROOF FRAMING PLAN MATCH THE OVERHANGS ON THE NEW TRUSSES TO THE OLD 1/2" CDX (32/24) OR OSB SHEATHING NAILED WITH Sd COMMON NAILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN ON EACH GABLE TO BE NAILED 3" OC. NAIL 2x BLOCKING BETWEEN TRU55E5 AT THE RIDGE OR ANY OTHER LOCATION THAT A PLYCLiF WONT WORK, ^ I -„ —NA!L TW6 AREA 3" OC GABLE TRU55 BRACING 2X4 DIAGONAL BRACING NAILED WITH (2) 12d NAILS I� F:d F fi US55 -� PER TRUSS COMPANY AT THE TOP CHORD OF THE TRUSS , THE BOTTOM CHORD O ! THE TRUSS AND INTO THE STRINGER. I 2X4 STRINGER NAILED WITH USE I6d NAILS 8 S" CC TO ATTACH THE 1 A BOTTOM CHORD OF THE GABLE TRUSS (2) 12d COMMONS IN EACH TRUSS TO THE TOP PLATE NAILER AND 6d NAILS THE STRINGER IS TO BE CONTINUOUS - =_ -- _- ____ __= TO ATTACH THE SHEATHING TO THE GABLE TRU55 THE ENTIRE LENGTH OF THE BUILDING= IN LIEU OF STRUCTURAL CEILING PANELS. S" EXT BLOCK WALL 2X4 BLOCKING BETWEEN TRUSSES NAILED ATTACH 2 X S PT NAILER WITH (2) 12d NAILS EACH END TO THE BLOCK WALL WITH 6" J -BOLTS 45" OC ALONG ENTIRE LENGTH OF THE WALL. GABLEE EMRAGING DETAILS / LOCK ALL CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS IRE SEE THE TRU55 LAYOUT FOR THE BRACING LOCATIONS 2) ALL ELECTRIC 4' EXISTING PORCH 1 3'-0” (Cm' D HOUSE DINING AREA ELECTRICAL PLAN WVAC VENT LAYOUT DATE: SCALE: 10 / 29 / 12 1/4 I! ®011 I _ I DESIGN SERVICE5 INC, MOSILE/ OFFICE 352 - 206 -5x321 OFFICE FAX 352- 588 -2342 R. S. HANLEY P 0 Sox !325 SAN ANTON!O FLA, 3.516 E2°,AIL: n !_s06�rro3rgm3iLcom ADDITIONAL AC REQUIRED � 0.5 TON (o000 BTU-5 200 CFM I 1) THE DUCT WORK, ALL FLEX RUNS AND DUCT RUNS COULD CHANGE DUE TO THE FRAMING OF THE HOUSE AND THE ROOF TRUSSES WEB DESIGNS. THE DUCT5 ARE NOT SHOWN FOR THIS REASON, 2) THE FIRST NUMBERS BY THE GRILL ARE THE SIZE OF THE VENT AND THE LAST NUMBER BY THE GRILL IS THE DUCT SIZE, 3) IN ORDER FOR THE AC SYSTEM TO WORK EFFICIENTLY THE CONTRACTOR WILL NEED TO HAVE 6 "x)2 °' PASS THROUGH VENTS ABOVE ALL DOCKS OR INSTALL INDIVIDUAL RETURNS IN EACH ROOM, 4) ONLY HEATING 15 REQUIRED ELECTRICAL 6YMf3OL6 ELECTRICAL NOTES - -- 1) ELECTRICAL, EXT WALL LIGHT THE RESPECTIV CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS IRE DRAWN HERON BASED UPON THE HOMEOWNERS REQUIREMENTS, 2) ALL ELECTRIC OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNT GROUND FAULT OUTLET FAN / LIGHT ( GROUND FAULT INTERRUPTER) 3) ALL ELECTRIC L OUTLETS IN BEDROOMS SHALL BE WIRED INTO 'D 3-WAY SWITCH 110 OUTLET cM� CARBON MONOXIDE DETECTOR f AREAS ADJACENT TO BEDROOM AND OTHER SINGLE SWITCH 4� LIGHT E REQUIRED TO ALARM ONCE ONE HAS DETECTED I 09 SMOKE DETECTOR � I ATTIC ACCESS I ELECTRICAL NOTES - -- 1) ELECTRICAL, LUMBING, AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIV CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS IRE DRAWN HERON BASED UPON THE HOMEOWNERS REQUIREMENTS, 2) ALL ELECTRIC OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNT HEIGHTS AND WITHIN 6'-0" OF SINKS SHALL BE GF1 ( GROUND FAULT INTERRUPTER) 3) ALL ELECTRIC L OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT NTERRUPTER "AFII' CIRCUIT. 4) SMOKE DETEC ORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLW AREAS ADJACENT TO BEDROOM AND OTHER I LIVING AREAS THE DETECTORS MUST BE HARDWIRED AND ALL DETECTORS A E REQUIRED TO ALARM ONCE ONE HAS DETECTED SMOKE IN ANY SECTION OF THE RESIDENCE. 5) PROVIDE AN TLET AND LIGHT WITHIN REACH OF EVERY ATTIC ACCESS REA FOR ANY FUTURE SERVICE IN THE ATTIC AR 6) PROVIDE CAR N MONOXIDE DETECTORS WITHIN 10' OF ALL BEDR MS, CONTRACTOR G, L. STEVE CONSTRUCTION a 1 3- 355 -1,314 ELECTRICAL PLAN HVAC; VENT LAYOUT ROOF FRAMING PLAN NEW BEDFROOM NEW UTILITY AREA 200 SF 232 5F tOT L NELU DD 10 432 6P JOB NAME AND ADDRESS VAL and RICK PALMEF: ADDITION 38633 CAMDEN AVE, ZEPHYR HILLS, FL A, 33540 -1031 DAVID W. SMITH, MS. PE, FLORIDA LIC.# 53ro08 352 - 521 -0865 OFFICE 352 -521 -0861 FAX, 9309 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITE MS. PE, x`53608 R103,6t,1 EXTERIOR PLASTER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH APPLICATION REQUIREMENTS OF ASTM 61326 -138 AND C 1063 -91 PRE FINISHED FASCIA OVER 2X SUB - FASCIA CERTAINTEED SOFFITT FL APPROVAL # 13389.1 POURED LINTEL BLOCKS WITH (U #5 ROD TIED TO VERT RODS IN FILLED CELLS POURED LINTELS OVER ALL OPENINGS 1/2„ DRYWALL OVER IX FURRING STRIPS AND RIGID INSULATION R -5 S" CONCRETE BLOCK EXTERIOR WALLS ATTIC ACCESS ATTIC ACCE83 SPALL 8E PROVIDED TO ATTIC AREA-5 EXCEEDING 30 50.FT. AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAYED OPENINGS NOT TO BE L E55 THAT 22 "X30" iNCHE5. '11HEN MECHANICAL E =PMENT 15 LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2004 FLORIDA eJuu DINrs SOOE } RESIDENTIAL- SECTION M1305.1.3, ALL TEMPORARY AND PERMANENT I GAF SHINGLES FL# 10124.1 BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES GAF ROOF UNDERLAYMENT FL #10626,# WILL BE FURNISHED BY THE TRUSS COMPANY THAT 1/2" CDX (32/24) OR OSB SHEATHING 4 PLY MIN. PRODUCE$ THE TRUSSES. 4 LOMANCO RIDGE VENT FL# 2841,1 NAILED WITH Sd COi li #ON0 AT 6 OG i- - - -J 1 - - - - -" -- -- - - - -'i - - -- - - - -;+ -- -- - - - -" - -- -- - - -" - -- - -- - -„ - - - -- - - -,--------- - --------- I -------- r -------- t -------- , - - - - - - -- i -- i- -- - - - -;I-------- 1-1 - ----- - -' - -- -- - - I 11 11 II II II 11 11 II 11 fl II II 11 11 11 II 11 II tl _ I II II !I III 1! 11 11 11 11 II 11 1! II 11 1 I I F- RE -�NG. LL16 /D TRU�SE& `� I I t f I I f t ! t 1 3 t f I F I F t: t f I I I 11 �; it II 11 II �� 11 11 it II II II II It it II 11 II II II II II it 41 {I It II II II :1 li 1! II ;i i 11 it tl i., I I7 it II Il II II II II SIMP56N HET4 lro I{ II II II 11 11 {I 11 -J- I II II II II II II it it 11 II II II ii II II It tl _ - r! „ n n n �I I� 1i II 11 a 11 �! EM�EODE0JRU�- S $TRAP6 � � 1 1 It I t 1 1 I I 1 1 -; •_� I II II II 11 II 11 1 I „ 1� i !I II 11 II 11 11 IV - ' I I! t! II 1! !I !t II II I II II II :1 II 1 MIDI OF 4 IGMBEDIMENT , II II II II it II tl 11 II 11 It - I II 11 II II 11 II II II I' II II i _ ALUMI, DRIP ,4YE FL T #413,3 „ FR INSULATION - II II II II II 11 II II II II 11 II II IL ( -- --r r GRADE ----- - - - - -- - I ------ - ----------------- - - - - -- ----- - - - - -- - -- - - - - -- THE BOTTOM ON THE FOOTER 8" _ _ _ _ _ - _ _ --------------------------------------------- WILL BE A MIN OF 12" INTO 161, - - - - -- -CLEAN TREATED SOIL EXISTING THE GROUND I FOOTER NOTE S" x 16 "CONT, CONCRETE FOOTER WITH (2) 05 REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNERS, AND BESIDE EACH OPENING, THE MAX, SPACING FOR ANY FILLED CELL WILL BE 6' -O "OC. ALL RODS MUST BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25 ", MASONRY WAL.L.5 #1 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT MASONARYIN ACCORDANCE WITH ASTM C -I10 AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. #2 MORTAR SHALL CONFORM TO A5TMC -210 AND SHALL BE EITHER TYPE M OR 5, ON ALL INTERIOR CEILINGS rTHERMA -TRU $GL SWING DOORS REB R IN FILLE FL APPROVAL 15040,2 FOU DATON AN I 1� I I PGT SINGLE HUNG WINDOWS FL APPROVAL # 239,1 EXI8TIN1 I 1 r FL P. E r_48T Cpl G ETE 1ILL i l jj- — - - - - --- ---------------- ------------------------- - - - - -- -- #3 REINFORCING STEEL SHALL BE GARAGE 40 MINIMUM AND IDENTIFIED IN ACCORANCE WITH I A3TMA- 615.LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR 30" FOR #6 REBAR AND 36" FOR #1 REBAR, 04 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8„ PLACED AT S TO Ii INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S,I. ( WHEN TESTED PER ASTM C -IOV3) #5 PROVIDE CLEAN OUT OPENINGS (12 50 INJ IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, POUR AN 8 "x10" TIEBEAM AT THE TOP OF THE WALLS ON BOTH$ 51DE5 OF THE NEW BEDROOM, USE (2) 05 REF3AR$ THAT WILL BE EMBEDDED INTO THE EXISTING HOUSE UJIifH A MIN EMBEDDMENT OF 4 ". USE SIMPSON SET HIGH STRENGTH ADHESIVE TO ATTACH THE REBARS TO THE HOU8E. TREATMENT: PRE - ENGINEERED ROOF TRUSSES 24" CC, MAXIMUM SPACING TC LL 20.0 P S F TC DL 1,0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT,LD, 31,0 PSF DUR, FAG, 1,1415 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD 12 4 t I 1 I I I t I I I I I , i HOUSE I 1 i - - - -- - - - -- FOUNDATION AND SLAB- NOTE DATE: SCALE: 141'= 11_�If I PAGE 4 10 / 29 / 12 I DESIGN SERVICES INC. MO-31L^/ OFFICE 352 -20& -7,32? OFFICE FAX 352 -ESS -2342 , S. HANLEY P O BOX 1325 SAN ANTONIO FLA, 335 „a EMAIL: nI j6�s+,= qma ?!.coe! - GAF STANDARD SHINGLE.- DETAIL NORMAL WIND LOAD 5” EXPOSURE `lA LEY LINING MATERIAL I I I t 6" MIN. I \ FL# 10 124,1 2" CENTERLINE ALWAYS REFER TO THE MANUFACTURERS SPECIFICATIONS FURNISHED TO THE JOBSITE. 41'x5„ ANGLE 26 GAUGE GALVANIZED METAL RUBBER VALLEY FLASHING OVER THE TOP OR 12" WIDE 26 GAUGE GALVANIZED METAL ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE GALVANIZEp NAILS WITH 3/S" pIAMETER HEApB, ALL NAILS MUST PENETRATE AT LEAST 3/4`` INTO THE WOOD SHEATHING, #1 THE BUILDING 81TE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P,S.F, FOUNDATION LOADING, THE SLAB SMALL BE PLACED OVER A 6MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,5.1, #2 REINFORCING STEEL SHALL BE GRADE 40 MINIMIUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR AND 35" FOR #1 REBAR, C 501L CHEMICAL BARRIER METHOD) 9) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE 1) A PERMANENT 51GN TO IDENTIFY THE TERMITE TREATMENT PROViDER A.110 REMOVED BEFORE EXTER(CR SOIL TREATMENT NEED FOR RE- INSPECTION AND TREATMENT CONTRACT RENELLIAL &PALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER NEATER OR ELECTRIC PANEL 10) SOIL TREATMENT MUST BE APPLIED WINDER ALL EXTERIOR CONCRETE OR GRADE WITH I'-O" OF THE STRUG -TURES SIDEWALLS. 2) CONDINSATE AND ROOF DOWN 6POUT5 SHALL DICHARGE AT LEAST I' -0" AWAY FROM I TIRE BUILDING S-10FUJALLS II) AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. 3) IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE NOT BE INSTALLED `): __ 11 A-BLE I ­__ ._ -T - --- - T--------- - � Y� I -,-,.- I i OesiCn Pressure (Ibsj,Y) for GIBBS, Type A, Fin & Fiatiige Frame - i %Vlr,,,,* Sash t4cv,i, I L M"T"UPP "4"T-J"' "V'Jth' . I � ,sea F,guie A. the 61h,e&C __ gnt I ___ 46' 49 19 lie 1 33" 37' 4 1 " � - - � - , I I � %5,5 0 —I I - - � - � Mr-1 - . I :76-F T;715 � 90 - M 1 .06 0 1 ��-F-�,,gir,- ,—,I, -;,--,, 50 ,55+c! -go o .55,o goo .wo 'i' ' "' ' - - __ - ' - I —. °;-- 1 -50 ' - _T* - U—,d,c,�,q�,,S. ,55,0! -9so _ 5�2 +,,;5,0! �65.5 .550�7573 I .- . - U I I •502 ' � — T7 ' I I ----+-�1-0- - — I ___ I -------- 4-- - I - __ T+55 5� .57 7 - - - L5 1 �� 'H5.0 -145 -5f5O� -605 -- -, -6 +55.0' 90 � 5 54 2 1 o ,� 7 I _ i _, 91 IV (E-qA Lde) L] '5 0 - _777'_ � O ' � -1 22 8 - .55,0 � - QU - _. c" le-gllff .5&O i QO.O ,01 go -0 � FA 0 j -75,2 + 65- 0 j .65. 5 I + 55. 0 i -57.3 __ +W2 I -502 -44,15 1 -44.8 - +_O o ko 0 . - -i-I _��� , , _ - I "'", L ' I`B - I - 87 1 .5501 .7 .6 . 07 38 +5501, �.5& a +,Ooj -10,0 � 414 8 1 -44, 6 - 1550 -87 1 1 1 +'A 0 1 x 0 t- cll' ' " 5 ,rater 'S I � __ ___ - - - --- +" I I 'l , � _.. It __ ��- D ��71&7 �+5�550 ! -5�O 155,0! -- 8.5 +51 1 I ­11 1 I459� -A5,9 37, i,i , -I , - , +,F�1,_7__� __� - — . ! _ _ _ � +55,01 -90 0- +56.0 _90,0 +550, .e__ -5�o � � - -:2 T 7__T� - - -�4 2 , 542 Ue) ... � 26 .55-0, -635 .Mo .579 ----4:���� - . - -�011 C" jQ_l,1A" +M�o i -560 1 -?3.4 -56.0i -8 :�o O "-, F�l','�,-',-,�,-t-,'�',,�-',z,�-III I -90 0 1 �55�O 1 8T 1 1 1 3.8 -55.0 j -1 ' 1�" ' " 4. I - i - - !�� �I - wi,,dw I a-Qi + ss� 0 � -81�5 +56 0 j .?2.3 -5.0 j -61 3 �55 0 1 -55,3 +50�5�i S0,5 +45,8 451 �4201 -,20 r,i� - - __ - +15 Qj 9-9i IT thm 22-�vtr ' ��,..o i -go. o -55�0 � .1�7-. T-'si -�� " 44 0 .�,5,0 I J-14 3 +55,0 1 -58 9 T+50 i i .&O 1 144 8 1 -448 1 1 - I I .- -- --- - --t­ 4e __ I T- ,,, _0 ,8 5 4 .51 ,771 I I, O-,FO - . o_1 � 22-9,11T (Equi LAB) 1560 O �56,0 � -90 O �55. -.188 +55.0! -58.1 - r I � M I '� -'.' , � -201 4Z6 1 cIAff22-9t-,Er' T_+;Z_,0, i E.. i �5.57",! ,72 3 -55,0 i -61 3 +�,&O �� ��a r, -1 - I " I - --------,--- - GENERAL NOI E S ,SERIES 200 N OW M PACT SING LE H-UNG _VVINDOW t) THIS FROOLCT riAS SEEN DESIGNED & TESTED TO COMPLY ,YiTH THE PEWREVEN-, OF THE Iii-OFIX CA BUILDING CODE, flCkLiC4NG THE HIGH VELOCITY 1,UFiF,rj,4iE ZONE (HV,14 2) SHUTTERS ARE REOLRED M-EN I. SF0:N'Mi4ZLSiORI`*E 103R.I9 REO#)-.43, 3) FOR WISONRY APPLICATIONS 1.14 MAI-CADE COUNTY. USE QNI_Y! A 'A ALIE COUNTY /I,PPRO11IED MASONRY 1,NCiliP.&:N,,-E.RiALSL*ED FOR .V4r-)4.C;kE%ALUA7IONS,WFtESOU-rHER%Pi:4E,A.S-CMG`•0C(-114CRETS `k,i,SCNRY UNITS .AND CONCRETE NIT H MIN, K-14 PER A:4C40R TYPE, LEE TABLES 5 & 6. SHEET 4 & 5, 4) MAY-0,1KY 4�+CHCRS IJA,Y Be eSEO NIO ,9000 AS PER IAS, E II, ScIEET 4. ALL 'NCK)O BUCKS LESS TNN 1- IfIr 7-101< ARE TO BE CONSIDERED IX NISTAI LA7"S. IX VfOCID 3"S ARE OF'71.0"AL IF LNfT I$ WALLED OnKity 10 SUBSTRATE. � ",C.U,c &CKS 01,Fili AS ' ,X r�Rfi 1-1,r Tt-ICK OR GREATER. IX AND ZX BUCKS (ViIiIEN JSED) SHAL BE GESIGNED TO PRCIPEJRLY TI�LeNISFLR LOADS TO THE S iRLCT'uF;E ,1100D BUCK DESIGN k MNSiTALLATION IS THE RMS ONSIZIILITY OF 71 E ENG VEER OR ARCHr,rCT OF RECORD. 5) k4CHK)R E"UELVEN- TO BASE NAA-ERLAL SMALL GE BEYOND NALL ORES: -I:4 OR STI,CICO. USE iV•CHCRS OF SUFFICIENT LE\4GITH, AS SPEaFED ON TABLE 6 It 6, SHEET 4 & S. WV$�.,'N.0147 SCALANT IS USED 04 ALL FOUR OOk"ERS OF THE FRAME. (NSIALLAT" N401ORS StIOULD BE SEALED OVERALL SEALMaFLASHING STRATEGY FOR'A'ATIER RESISTANCE OF INSTALLATION SHALL BE DCAE BY OTHERS AND IS REYQNDTI�E SCOPE Of THESE i14S-,RUCT0NS. 0) S�W.S ARE REOJIFIED AT EACH A14CHOR LOCATION WHERE TIE PROOUC'T,SNOT PUSH TO THE SU BST, RATE - SHIAS CAPABLE OF TRANSFERRING, APPLIED SCADS. 4Y000 BUCKS, BY OTHERS, AJST BE gUi:F,C•ENnY A!4CHC+'ED TO RESIST L0ADS%#-O$EC ON THEM BY THE i,NIN'XVY 7) DS S IGN P RE S 3'_IRE S. A. NEGATIVE DESIGN .OADVIAStO ON STRUCTURAL -ES? PRESSURE, FfVVAE k',AL`,SiS 1,W aASS PER AS7M Ei. B. POSIT IVE DESIGN LOADS BASED ON �-,'A-ER ITSIPPIESSUPE. STRUICTLpu� 'FBI PRESSURE, FRAME A�IIYSIS AND GLASS PER ASTI E1300. 8) THE ANCHORAGE METHODS SJ40VM HAVE BEEN MIGNED 7-0 RESIST THE %R4NDLCA95 CORRESPCIII&IN(3 To THE P,EGrj;.-.ED D-SK-1i PRESSURE. 7HIE 3J lrj% Sil IRESS (14CREASE HAS NOT SEEN USED N T 1E 1ES.ii,38 OF THIS PRODUCT, THE 1.6 LOAD DURATION 1 ACTOR A'AS USED FOR THE E`,ALUAT)ON OF ANC TORS INTO V40CID X"CHURS T ,HAT COME INTO CONTACT tin7H OTHER D;W%V-AR MATERALS SHALL MEET THE REOtAREMEN715 OF r FLORIDA BUI1.0040 OCCIE FOR CfDf%RCFSIUN RESIS'A!,ICE 9) RDFIERE.14CES: TEST REPORTS FTL-0479, ELOO LILTRACC.14 NOA, ELCO GRETUFLEX;1'.1k ASSUArVA NDS-2'q5 FOR WOOD CONSTRUCTION NNO ADIA-2005 AL-11014UM DESIGN `AkNUA, it)) THE 200 SERIES SINGLE HUNG 1V'fX1W WAS FORMEPLY KNOWN AS THE 4000 SERIES (Fl-khGe F&kl,c) OR 4001 SERIES iFIN FRA-El +32.6 42.7 ­ 10,2 - -30 .3 -34 8 - _40 3 -ABLE 2 under 2(}178" I-55,0 j -71.8 1 +55A�j -82" j7 -55,0 j -55.4 ,50,31 -50.3 --' _316- _ E 11,4- a,ed � _1�1id'ihru;.4-1.7" '.�j I �;n 0 , ,�Sso 1 82.5 - +5S.0 I _0 5 , +1,5 0 ! -618 4y, : ___ 24-9ilir t-Equal Uat) ___t_ +55.0 I -qoot�.550� -1-.0 e,, - XG - - ��50T 764T-55,0 - . 1 I c,,w 24 91'18" - +55.0 ­7, I 6 I !! +511, - 1,21 7�1_1 . -5 -503 - I - I - - wial, 21, - _ ;, , +55.0' . "�+", - E _� ,�7 ,�2 +,5 : _ _�. . a .. , _ _ � -1 �53 3 1 53 3 W� � � I48.5' �48.5 _ i 1 ; I 20,1311W ININ - _, �55 '. IS I , I +" ,� i'T -15 0 , 517 I I .55 0 66 50-sie, I . - 1 24-114* M(rLial US) 55 ,40 ! . .0 � : )! I - goo 1 -55�O 1 4754 +55.0 1 -657 I - -_ 1 c off 14-314" +I&O FF____- +55_0 -590 1 +513! -53.3 4 148 5 , -485 zzzw��.� .1 �7 . - C T (18 I -38 I I I I - +nI I _39f 1 - .� // 1 L_ - r---. I 1 4 I&IT't V30.5's ------, -55 06 'i -T-0 0 - . I -lie 0 1 +55�O j -57A +51.9 I -5i 9 61* 1 --it _� - w- gi-IT' .',E-q-uN Ue� +55.0 1 -87 9 1 ­,55. D I -75,ST+&5 0711A 6 +5501 i r__ o,,, _1O-W,4r _;_55 1 � , I I !I 1,1,11,ul 2 1 2 1 2 - - _4 48. S'r7i�s S ,5 1 -"Pt 2 5. -i, I j < 41 2 .403, 403 - +37 87, 37 a , I I 25-1,V U,ru 311•5/6" ! --- - ---I- I- 612 - I '557 - +1,0 5' •505 er 3l-wle- "EcIual ute) 6. I NiAx I -0 I40 44CHiciRS �,EQL,;FED 71 7 �6 �o Z4 8 ;� 0 1 182 i- I I - 1wil-w-IT . 55-0 i .67 a +55 .0 I .59. +513 ! -53.3 ­ -48.5 'L " j - - 1 -7;73r 29 1 4' - I-- - -753-3 , 4 1 - T - I ..,a I ! -39 1 .1T .7 _:�4 I - - 5'T 1 I)- '!. �__ X +55.0 -61.0 . ; I � � I � 4 TT - �Efll_ � 71�' L� - u1s) , C.,.,, �,_,,j;T - - +11,O; 18,3 -11�1 j -!A.3 -52A ; .52,1 ,51 5 i �51 5 - - z -__ ��,Wj a, - +56.0 1 .87 a +55 01 -A,3 +52.1 1 -521 1 48.5 1 - -+nTt . ;:W 11,14" _ �= _� -53A ! I I . - I-. •-485 3eS 7 I . , I 1:5 , . ". ", .i - III �, 3,4' inj 39' 4, "' " "i +S 0, -583 -Tj 2-1 2 -, I-, -, 445.2 1 -45,2 1 I 41 Z i I : I � ,, 111'15" 11 - I. 5 �oi -452 . 5 1 150 8, -50.8 - I ,!,6,3 I 1 +45.2 I .45 2 .L --Z. __.) I fip-towt;p diri,erzimis P,X Ilargis Aridc',%* shcr� For in wi,dc-1 or buck Sr,1814�1111 sulAred 1* I c,,,iraR liesh t,cigtt. For ciew �ayligh( t-eigN, sUbt;Rct 3-9, 16" , Size rariv ircw," Ve stwzfwd P,0-vi w I3-aar­2 coIAjututi,x,) kx 0-v 4�n `,V'r,d-* NePgN iFof omag Bash M,0, sutkicl 2.15, 18" i,m the Duck dimarsion - --------,--- - GENERAL NOI E S ,SERIES 200 N OW M PACT SING LE H-UNG _VVINDOW t) THIS FROOLCT riAS SEEN DESIGNED & TESTED TO COMPLY ,YiTH THE PEWREVEN-, OF THE Iii-OFIX CA BUILDING CODE, flCkLiC4NG THE HIGH VELOCITY 1,UFiF,rj,4iE ZONE (HV,14 2) SHUTTERS ARE REOLRED M-EN I. SF0:N'Mi4ZLSiORI`*E 103R.I9 REO#)-.43, 3) FOR WISONRY APPLICATIONS 1.14 MAI-CADE COUNTY. USE QNI_Y! A 'A ALIE COUNTY /I,PPRO11IED MASONRY 1,NCiliP.&:N,,-E.RiALSL*ED FOR .V4r-)4.C;kE%ALUA7IONS,WFtESOU-rHER%Pi:4E,A.S-CMG`•0C(-114CRETS `k,i,SCNRY UNITS .AND CONCRETE NIT H MIN, K-14 PER A:4C40R TYPE, LEE TABLES 5 & 6. SHEET 4 & 5, 4) MAY-0,1KY 4�+CHCRS IJA,Y Be eSEO NIO ,9000 AS PER IAS, E II, ScIEET 4. ALL 'NCK)O BUCKS LESS TNN 1- IfIr 7-101< ARE TO BE CONSIDERED IX NISTAI LA7"S. IX VfOCID 3"S ARE OF'71.0"AL IF LNfT I$ WALLED OnKity 10 SUBSTRATE. � ",C.U,c &CKS 01,Fili AS ' ,X r�Rfi 1-1,r Tt-ICK OR GREATER. IX AND ZX BUCKS (ViIiIEN JSED) SHAL BE GESIGNED TO PRCIPEJRLY TI�LeNISFLR LOADS TO THE S iRLCT'uF;E ,1100D BUCK DESIGN k MNSiTALLATION IS THE RMS ONSIZIILITY OF 71 E ENG VEER OR ARCHr,rCT OF RECORD. 5) k4CHK)R E"UELVEN- TO BASE NAA-ERLAL SMALL GE BEYOND NALL ORES: -I:4 OR STI,CICO. USE iV•CHCRS OF SUFFICIENT LE\4GITH, AS SPEaFED ON TABLE 6 It 6, SHEET 4 & S. WV$�.,'N.0147 SCALANT IS USED 04 ALL FOUR OOk"ERS OF THE FRAME. (NSIALLAT" N401ORS StIOULD BE SEALED OVERALL SEALMaFLASHING STRATEGY FOR'A'ATIER RESISTANCE OF INSTALLATION SHALL BE DCAE BY OTHERS AND IS REYQNDTI�E SCOPE Of THESE i14S-,RUCT0NS. 0) S�W.S ARE REOJIFIED AT EACH A14CHOR LOCATION WHERE TIE PROOUC'T,SNOT PUSH TO THE SU BST, RATE - SHIAS CAPABLE OF TRANSFERRING, APPLIED SCADS. 4Y000 BUCKS, BY OTHERS, AJST BE gUi:F,C•ENnY A!4CHC+'ED TO RESIST L0ADS%#-O$EC ON THEM BY THE i,NIN'XVY 7) DS S IGN P RE S 3'_IRE S. A. NEGATIVE DESIGN .OADVIAStO ON STRUCTURAL -ES? PRESSURE, FfVVAE k',AL`,SiS 1,W aASS PER AS7M Ei. B. POSIT IVE DESIGN LOADS BASED ON �-,'A-ER ITSIPPIESSUPE. STRUICTLpu� 'FBI PRESSURE, FRAME A�IIYSIS AND GLASS PER ASTI E1300. 8) THE ANCHORAGE METHODS SJ40VM HAVE BEEN MIGNED 7-0 RESIST THE %R4NDLCA95 CORRESPCIII&IN(3 To THE P,EGrj;.-.ED D-SK-1i PRESSURE. 7HIE 3J lrj% Sil IRESS (14CREASE HAS NOT SEEN USED N T 1E 1ES.ii,38 OF THIS PRODUCT, THE 1.6 LOAD DURATION 1 ACTOR A'AS USED FOR THE E`,ALUAT)ON OF ANC TORS INTO V40CID X"CHURS T ,HAT COME INTO CONTACT tin7H OTHER D;W%V-AR MATERALS SHALL MEET THE REOtAREMEN715 OF r FLORIDA BUI1.0040 OCCIE FOR CfDf%RCFSIUN RESIS'A!,ICE 9) RDFIERE.14CES: TEST REPORTS FTL-0479, ELOO LILTRACC.14 NOA, ELCO GRETUFLEX;1'.1k ASSUArVA NDS-2'q5 FOR WOOD CONSTRUCTION NNO ADIA-2005 AL-11014UM DESIGN `AkNUA, it)) THE 200 SERIES SINGLE HUNG 1V'fX1W WAS FORMEPLY KNOWN AS THE 4000 SERIES (Fl-khGe F&kl,c) OR 4001 SERIES iFIN FRA-El +32.6 42.7 ­ 10,2 - -30 .3 -34 8 - _40 3 -ABLE 2 1 jjq,,UUCTvEvtsI!0 I i . ­,,t) It, I', F1-d' I I ! "Tt"l. ii",I ; , ID Y? I^ 1. - * ` T,"' i F - ,,, � " , _ ___ - Nicnolithic Glass Types . _A_ ] I �­ �_ - 5 1 I.;$, Terriiei&m I . - 3i16- Aju�__Jied TerV ted D _ --' _316- _ E 11,4- a,ed - - F 1;4- 7enpeied j - _�-14 I 41 4 W Z- - 7 i - - --- --- -_ 1 _- _j < __ - - TABLE 3'. 41.11 413 ' " ' ':' ' :-40.0 :1 - InsulaW Gla5s Types __' - .. __ , , - - - � - - 3 lig, ArIne-ijed, lj4" AirspE e, VT Arir-eaW. - � I H 3116" kinezit,d, 3o ,tr Antpace, lid" Arirf,Ealed I __ ____. 1 liT' Tempae,d, li,r Krepacie- ll;r Tewpvtd I 0 � * 0 I � - P I i HI Z 0 � C? 0 CJ # M an 16 41 I,' � _ , - 3II , , , 4C 0 �10 0 - _�-14 I 41 4 ___ - i 3`18" Temp,IIred, 3116" Ai:IjPXO, Vr Tempered 1 w " i - - --- --- -_ 1 _- _j 2 � �i� – �� Go , LL 362' 2V2 - ­ < i� 0 - _]Z0 FIGURE A. SASH PI i i: clil �O Ot . 0 * ) CROSS SECTION () < _110�1 Fli6 —I I I i Z — _____f_ (w'TH wmou­;�,Ic I I I I _u 0 0 .16 2 , COLAW � D� Z I �- _� � I -34.81 .34.8 � , - '�c_ -0 I ;' � n 0 o F-46 i . Z I �,�91,-:;;i-2- � =1 8 11- : i . 0 EL 1 it I I - Ti!�2_18 1� i . - J7- 1 9 -�-D I ,xn .37 3 , SASH ­" , �37 3 j `,iSIBLE LIGHT •I � E G,HT _1 - �93a 9 HEIGHT I � �11 41 I 51 VLOL,j L, �32 - . , I I I - - .34 .8 � •34.8 S� SH ,,EIGHT - 3 2M a. i ' I I 1 .265, 205 1 � I I I �36 31 -183 ! 11 AH - , - - �, gl� I 1, � I 4� $ 1 !21�4j - - �4_ S� �I`1.4 _737-0 (� � -37 O'f i _____L +54.81 ;4.8 I ,01 , , I I'��',, "', t I ,zijv� ,,, __ . 1) -1 __ � IN 4 " " , E.211 11 'Ell 85 "T'. � , ,,,,�-. � = '�. �,%� .� � - I� . - _� +34,9 ' .U'D ,I USE THIS TABLE FOR ALL'AiNOONS THAT ARE GLAZED �,IH I'T - ,, , ft ? 0, 41 1 � P �: , , A,14CALED G1_I,SS,TYr`E A), :: - � , Ii,i �i ,e S. , . � , * -. g :j; x 2; FOR SVLS NOI SH0114. ROUND UP TO 114E NEXT AVAILiISLE IMID-H :: , . "i, 6 �,V� �n I, , . . � � Z #OVIN ABLE- � -� .. -� I " ,,, -� F - OF, ,EjGIjT 0�, 1. -11 I .&,4S,QN , 04 T,,f I , . . , 0 , .. .. " . ,�,�, '' , , (:)�,� , k I�Q I , * 9 "I , 11 I I i 10, ""I - I - . - S1I8-TIP-',O­1PiMOTH -- 04-IDE 10 QHEEB : i:I�1n1"T1.%_rt"r-_1 52 118' BUCK I'ADT r- - 62-1,TBLCKV',IO­`,H - NO,WO-IORS I, - I- 'jS;49-`,ia' BLE Lf'.17 REQUIRE0,11 rtANGE ,,,,,49 : SLE LIGHT I � � - r I.;AX. i I : I ttit.,VIE HEAD A i - - --- --- -_ 1 _- r V,kx - - j I , * " - , I I : I -1-.0 e,, .!. EXTRUSION PROFILES ...... . 8 � I a, MAX. PROM I i I � f 1 3-1jr - I- - �!- - , I , t PARTS LIST .... ... ... ... . ... .. 8 a - � 1A, A_�� I CENTER OF 'wiLE I 1 . I a � - , , ,,, , 'S , , , -12, �41ul F�42 I / I 'l, , � I - 79, 11 ' i � 1/1 � 1 "'L 0 C. i i / I // i I iii:�r�-11- 1 711.1. c.*1 - - - / I TIP-TO - _� tr MAX 0 C, � I I �­,,l,v,.:.k- 1 , - [ 1 , I TIP __ E,G, i��_ � i i, -fT t � I - ____ t­ I -_ - I - -_ ' I I 11�"' __ I, LYNIiiiPULER, PE. I - I 1 I I - - . 7r � it I I . I zzzw��.� .1 �7 . - C I - - a' kkX. FROM I CENTER OF IBUIC, I / � / - . � I ! ! / I I .� // 1 L_ - BUCK [ _ , 11EETIN3 I I I , � ,'/ I I / I ! , I I li HEIGHT I o.UL I , 23* � � / 1 I 3,16" 'Iernpeied, Y1,6* A",-.�e, 'A" T-it-c , L � i `1 i i "i O.C. � � - j 1 � , I I !I 1,1,11,ul 2 1 2 1 2 " r ,5 2 I j < .-J. 16.31 T F A 9',e' V�Eqiafd ILO _// � , il 2 2 21 4 it - I ! --- - ---I- I- 00 r____ _`, ---- 4 1 2-3 _3��j_j_ < M � 6. I NiAx I -0 I40 44CHiciRS �,EQL,;FED r LAX . � i I L_ -D i- I I N FLANGE FR,,ME SILL - - T MAX O.C. TYP, FLANGE FRAME ELEVATION TYP, INTEGRAL FIN FRAME- ELEVATION I') (TESTED UNIT) (TESTED UNI - I Fy"Noci-w _SH,tW_ US ANOSASH - 06-NIFOGURATIONS AS Si"',N BELON OR SMILAR, VAY M USED BY NIECRIBII.G THE L N A BLOCK MD OBTAINING DESTQN PRESSURES FOR TtiAT BLOCK SIZE FROM THE TABLES ON C4ICETS 2 & I. � __ � _ - - ­ - I ',--- %.,,D7H -- 1- MOTH - - i - _­ - ­­ ­ . I . � � ! ,/ / /� I �//1 I //// /41 HEIGHT - - �- - - - =��j HE)G,fT I 0 /� !7 u­. -P IE­a - - liixl - . I - -1 s t- - - - - --- I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I - - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' R '� � . I., .1 - -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, _ � � . I � - ____ - - , . SILL & JAMSS 1, i EvsFOMENT Al"D qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE - 1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, "', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, T � � � 1 , . ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' S __ � - I - , ,- -7 i ,-- - - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I .1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI - - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i - - - , i±31w \ \ ii ", ,� � - - j \ I � I I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i ____ - ,r - - - - r�_ - __ I , / / -, - 7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - � _J PL J " -_ � I / � __,�� � I �c ht',,A �� - !- II- - I 1 1. -21 � I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE � DiSTi�Zi'WW : . \�il) i- I I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - � � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t I ew , EDGE DISTANCE I 1 ;"D K=­ �.� � PER 31,1-137 ';ATE. ,, _ I " _ - •\ i ; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION i I , 11-51 !:p �--= , � (:�) /�L � \ I ", . 11 � i � �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 _ I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - HE GeT , ! I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, I i T_ - i__ , H DRIZON TAL SECTION A. A I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. ___ EGRESS FORMULAS � ­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e � I I 11-1 I Aint- S.L&.10 � \\ SVS IGO� SEE - _� �11 � (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- 1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j - , �9___ P 7 S,UL go IT 1-3iT \\ ,,, L- - - I I ��M pi�* (SG • - A - - - ' � , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 1 11 ,,�?) U".,"T,L HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ 0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I � ,_1jL SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" I T _j�E �, , ; I I P T. S�Al= FIT. 1. i - �i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' ///',I 14' SI.M jlftaccx 7_� (,, ) �.EGHT DADE APPROVED IAILLION, _ _ , __� U?:�_d W, �A I -90 _1,4 ,� I , �,LLAIJNUM, S- . ,� I I I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET � I WT ES i � � 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! ( ! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i I 1 2S,I. "_ I I­__ ______ - .- ,r� I 1�, / - 'o I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . !X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS I I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED �te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN ___� I THIS SHEET, - - __ mw ,g c"J. i iqe___� I � 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 - ," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" , !'��,<� " - -� j ji,�, , 1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) QCEN'�,� .. 9 , By _� '/I �/_ -�� � - ,,, � J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � - I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , __ \ \ ��\, - _\,�\Y�� , � * - ,� � 7 1 __ I � �� - I No 58706 , �% ' ' . . . , � - �_ NO ANCVQPS � . " . I � =TE PER Z : _ - REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' , - I to? 11 , 7� 'E � ' ' � ' - I '� REOUiREX41ENT :: - - FLA`r MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI . , CX)\* + �4�11 , I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 -, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA , ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I �,, /r BOX 1' 4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - , IS� FL � i I SET. OF AUTHI. 12" '", '-A I P EA 187 - , �� - "M'D_S`H,2OO_Ol 41R "I� _NTS 7TOF . D SH, VERTICAL ""; , LYMN -,5, PIL SI 200 � I - I 11 I I I TABLE 4 'ABLE 2: 04-IDE 10 QHEEB : i:I�1n1"T1.%_rt"r-_1 I GV*_Ik, 1 NOTES .- .... _ . ...... I rA!Ull FRESS,;AIERA. ING I RAFACT RATING 4r ,,S, _ _ _ - N07 RATED FOR I ELEVP`T.:)SS ...'--i � � 2 3 GESIGN riRri .... ..... �,i I I IN TALLATs,��N, -LVr,,E-.... . . .... 4 � 57 r ., _ SEE SjiEETS 2 ��$ RES: WCE . _t��_ _ __ ,- - - I INS 57ALLATION, 'f _5� E3M FIN.. QUANTTT ' I IES 'I I Oil 0/1 1 0 FBC NOTE ­HCHCR I ... . ... -- OLAIING GET *11IL9 ... . .... . _ ..... I , * " - , I ­ C<WNER ASSEVITKY. ..-,-- _�__�;7 -1-.0 e,, .!. EXTRUSION PROFILES ...... . 8 � ,=1.77 11 � Z 'k :1 ,4o cZJ`115 � - PARTS LIST .... ... ... ... . ... .. 8 a - - - - --- I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I - - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' R '� � . I., .1 - -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, _ � � . I � - ____ - - , . SILL & JAMSS 1, i EvsFOMENT Al"D qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE - 1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, "', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, T � � � 1 , . ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' S __ � - I - , ,- -7 i ,-- - - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I .1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI - - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i - - - , i±31w \ \ ii ", ,� � - - j \ I � I I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i ____ - ,r - - - - r�_ - __ I , / / -, - 7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - � _J PL J " -_ � I / � __,�� � I �c ht',,A �� - !- II- - I 1 1. -21 � I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE � DiSTi�Zi'WW : . \�il) i- I I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - � � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t I ew , EDGE DISTANCE I 1 ;"D K=­ �.� � PER 31,1-137 ';ATE. ,, _ I " _ - •\ i ; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION i I , 11-51 !:p �--= , � (:�) /�L � \ I ", . 11 � i � �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 _ I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - HE GeT , ! I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, I i T_ - i__ , H DRIZON TAL SECTION A. A I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. ___ EGRESS FORMULAS � ­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e � I I 11-1 I Aint- S.L&.10 � \\ SVS IGO� SEE - _� �11 � (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- 1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j - , �9___ P 7 S,UL go IT 1-3iT \\ ,,, L- - - I I ��M pi�* (SG • - A - - - ' � , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 1 11 ,,�?) U".,"T,L HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ 0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I � ,_1jL SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" I T _j�E �, , ; I I P T. S�Al= FIT. 1. i - �i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' ///',I 14' SI.M jlftaccx 7_� (,, ) �.EGHT DADE APPROVED IAILLION, _ _ , __� U?:�_d W, �A I -90 _1,4 ,� I , �,LLAIJNUM, S- . ,� I I I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET � I WT ES i � � 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! ( ! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i I 1 2S,I. "_ I I­__ ______ - .- ,r� I 1�, / - 'o I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . !X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS I I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED �te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN ___� I THIS SHEET, - - __ mw ,g c"J. i iqe___� I � 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 - ," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" , !'��,<� " - -� j ji,�, , 1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) QCEN'�,� .. 9 , By _� '/I �/_ -�� � - ,,, � J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � - I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , __ \ \ ��\, - _\,�\Y�� , � * - ,� � 7 1 __ I � �� - I No 58706 , �% ' ' . . . , � - �_ NO ANCVQPS � . " . I � =TE PER Z : _ - REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' , - I to? 11 , 7� 'E � ' ' � ' - I '� REOUiREX41ENT :: - - FLA`r MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI . , CX)\* + �4�11 , I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 -, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA , ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I �,, /r BOX 1' 4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - , IS� FL � i I SET. OF AUTHI. 12" '", '-A I P EA 187 - , �� - "M'D_S`H,2OO_Ol 41R "I� _NTS 7TOF . D SH, VERTICAL ""; , LYMN -,5, PIL SI 200 � I - I 11 I I I TABLE 4 'ABLE 2: i'MUCA'S WITH i:I�1n1"T1.%_rt"r-_1 I __ "i" 1 I I I 1 ; ,,,, \."N Aj/4 ,,, Artchm r.,'-d 9), I p, , -- B;d-Iii.s � j I - !C)1'3 I , , r2,,tw. , , � � X_ i "", ,� 4 IV." - I - - fp �,_, , t'i,, � . ,.1c, - - ji I Oil 0/1 1 0 FBC NOTE S;��,j/ I , * " - , I ­ THE LEADER. -1-.0 e,, .!. �201 ,=1.77 11 � Z 'k :1 ,4o cZJ`115 � - - E ff3116" 1A, A_�� I _ -- &vr ✓ :: I I , � � k:,.-F- 0-1 - � �� - "o A I�vjl. F, .� tv_ a D-X- GENERAL NOTES & ELEVATION - Di- 13�,- J ROSOWSKI , I SIN', I - `I0 j < - . � j�,, " X, ,.. . I ,!.O,R,-.O�0)� ,070 IECHT4cK_0GY GIRNS 711.1. c.*1 " "I - . 1� ,,, " K MOM FIL 3If275 P.O. �Qx 1-120 SINGLE HUNG WINDOW INSTALLATION - 05/11111 ,'��16� ,,,,- , , �4041C,Itll, FL �-274 �­,,l,v,.:.k- C , x 'I "IO i ­`e �Mi�SIIQOMl 1 I G ' I I 11�"' __ I, LYNIiiiPULER, PE. LW. OF AUJTH. f2ezge St-1-200 I rT S F 8 I . I - FE0587L5 ­­_ _T_ 3119" Arri=aje� J-,6&,pace IV AfrcWad I I I % I i I I - - - --- I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I - - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' R '� � . I., .1 - -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, _ � � . I � - ____ - - , . SILL & JAMSS 1, i EvsFOMENT Al"D qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE - 1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, "', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, T � � � 1 , . ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' S __ � - I - , ,- -7 i ,-- - - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I .1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI - - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i - - - , i±31w \ \ ii ", ,� � - - j \ I � I I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i ____ - ,r - - - - r�_ - __ I , / / -, - 7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - � _J PL J " -_ � I / � __,�� � I �c ht',,A �� - !- II- - I 1 1. -21 � I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE � DiSTi�Zi'WW : . \�il) i- I I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - � � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t I ew , EDGE DISTANCE I 1 ;"D K=­ �.� � PER 31,1-137 ';ATE. ,, _ I " _ - •\ i ; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION i I , 11-51 !:p �--= , � (:�) /�L � \ I ", . 11 � i � �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 _ I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - HE GeT , ! I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, I i T_ - i__ , H DRIZON TAL SECTION A. A I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. ___ EGRESS FORMULAS � ­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e � I I 11-1 I Aint- S.L&.10 � \\ SVS IGO� SEE - _� �11 � (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- 1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j - , �9___ P 7 S,UL go IT 1-3iT \\ ,,, L- - - I I ��M pi�* (SG • - A - - - ' � , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 1 11 ,,�?) U".,"T,L HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ 0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I � ,_1jL SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" I T _j�E �, , ; I I P T. S�Al= FIT. 1. i - �i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' ///',I 14' SI.M jlftaccx 7_� (,, ) �.EGHT DADE APPROVED IAILLION, _ _ , __� U?:�_d W, �A I -90 _1,4 ,� I , �,LLAIJNUM, S- . ,� I I I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET � I WT ES i � � 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! ( ! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i I 1 2S,I. "_ I I­__ ______ - .- ,r� I 1�, / - 'o I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . !X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS I I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED �te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN ___� I THIS SHEET, - - __ mw ,g c"J. i iqe___� I � 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 - ," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" , !'��,<� " - -� j ji,�, , 1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) QCEN'�,� .. 9 , By _� '/I �/_ -�� � - ,,, � J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � - I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , __ \ \ ��\, - _\,�\Y�� , � * - ,� � 7 1 __ I � �� - I No 58706 , �% ' ' . . . , � - �_ NO ANCVQPS � . " . I � =TE PER Z : _ - REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' , - I to? 11 , 7� 'E � ' ' � ' - I '� REOUiREX41ENT :: - - FLA`r MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI . , CX)\* + �4�11 , I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 -, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA , ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I �,, /r BOX 1' 4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - , IS� FL � i I SET. OF AUTHI. 12" '", '-A I P EA 187 - , �� - "M'D_S`H,2OO_Ol 41R "I� _NTS 7TOF . D SH, VERTICAL ""; , LYMN -,5, PIL SI 200 � I - I 11 I I I TABLE 4 'ABLE 2: i'MUCA'S WITH f I - Monclit,hic Class Types � Artchm QtiaitUtcs - ­=T,%";'r. - - A - Vekwicated RkOu;RED AT _ _. . - ,,i, Fl­" 8 - _ C - lid' Tempared . 3,16" A,w,ealed I THE LEADER. I -de B,Pid: a C '� 11, I 5-1 A" - t,134jl, ,',..i=_ . . G --, �, , , L. 1P I - 41 UcIF,l Il -,x \1,000 SEE 1\ I �I -E T,HiS - - Tarfq:wed 11X itOCCIO I 1'�'ij, � _� .5, �,Y#5 I-Ij- - I �`� 1_1�) E ff3116" 1A, A_�� I _ -- &vr ✓ -_ F_ 1;4" Tamp e'ed SEE TABLE 6 THIS SHEET. , Y Z _. j < TABLE 3: ----- (n - I .rI f-,ijift, S,i�,F A 3­* . - . .. r, i Insulated (Vass Types - , OiL* A'C,.v 9 -1-1 ___ 0 5i C , x C-C A sr�--,�-B�C­v , I " � 1 I G IU8" Ant zez;ifed, 1L,V Ah,�ace 1/8" Afirie�!ed ' x SI`C;o��p 0 . Z a 0 N - H 3119" Arri=aje� J-,6&,pace IV AfrcWad I I I % I i I I L M � I -_ - IIA!" Te.,Vajetd, 1;,C Airspac;�I,e em -_ : 1 I i 2 � u?) 1 I J I 3,16" 'Iernpeied, Y1,6* A",-.�e, 'A" T-it-c I I � I I L I , . - 2 Lu I , , 121 1 1 - - I I I] I �!'! 2 2 , 2 I 1 I I I Z I 2 , I I !I 1,1,11,ul 2 1 2 1 2 2 ,5 2 � I �� I I I - - , - - 71 < .-J. 16.31 T F A 9',e' V�Eqiafd ILO 2 2 2 2 2 _ r2 1 2 2 Z , il 2 2 21 4 it - I - a I- 00 r____ _`, ---- 4 1 2-3 _3��j_j_ < M � I - - . 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I I " 2 _t I , I Ii I 'j, 0 i 1 w Z -Tj 2-1 2 -, I-, -, �_ $ � : I � I — 2 z I �c A° A! � ce �,L ir - CD Fl- I 1 i I 1 I :11 q " 4_1 -2 - . , 2 "' - ,4 i 2 2 i I I SASH i _-) i 3 � - I I 0Z 10 VETILE LIGHT � !:; �i HEIGHT 2 - 2 2 i I - I j I w� 0 , I -2 - '[ 2 HE�HT i 1 ! 11-2VA - w -,--IT � r 9VIT iEqjg L',4 I I iT i- ", I I-- SASH ­VGHT . 3-9,16' I � ;: iii ! it! ! � .�- a I 4; 2 I I I !i I ill : i I 2 �j- A I L__ ;; � , 1, i : - J,!! ,�,-S--_) 1 1! i I ASS I I I I i - -) III! -e �§ I 6 , 5 S I I � � 11 i : I 117 1 ,:.:sZo­IiIT I � � ;� I 0 ili - I § � � 1I I 1 2 4 - 2 I 3 _3 - , 2 I , T - - 2 1, " " 1 1 I �11 I I I I " 3,3/v ,,, '0 , ,-?I, , NOTES 1) USE -1-i S TARE FOR ALL AINDOINS THAT ARE GI-Aff-0 MTH GL- I TYPES a - J NOT APPLICABLE WITH IV WAALED I34-ASS (TYPE I-) - � Z : :: . 1� . I , �.� 11 0 , - � � =� ,�I,� . -v: I , 0 , :: "I, 'ci ,j.-,-0 0- A � i � 1. � t Z �-! ! 1 z - I :: ! - �` 2- T� . 2i FOR SIZES I407 SHOIAN, ROL�IC LP TO THE NEXT AOIP_�S_E V,i- '.ABLE. OR-- ., iI,, I � I " I I 1� - 3, . ,�_ HEIGHT 04,41LNSION SHIKYAN LIN THE � "i,, . ,I . 4�1 - " - 2 2 ' Z [2� .., 1�0 11 � - I � , ,. ­ _��O 1�1 11 vl-," . ," 1, I! I \ ", � ,t ­ ____ _D ATE : .- . 1 - - �_ I NO A r _z; E 5 10/29/ 121 I 1 8GALE I__,-. 1)E5I?_'%N SERVICES INC. MOBILE/ OFFICE 352-2C6 -5821 OFFICE FAX 352-518-2342 R, 5, WANLEY f- o etax i325 5AN ANTONIO I I FLA, 33516 I E'r,41AI1L: i-,aii'LeyO6--Ct,-carqr,iall•co,m � I i'MUCA'S WITH f r- i l_T A CURVED HE-AZER, AN Artchm QtiaitUtcs - Requ _ - ke'd Range __ _ /0.;p11 Nil� Fiaine '___ - Y1t' RkOu;RED AT _ _. . - - - THE CENTER OF V EDGE DISTANCE PER SUBSTRATE. S' , TABLE 6, THIS SHEET I THE LEADER. D-- - , - _-- - , - - 41 UcIF,l Il -,x \1,000 SEE 1\ I �I -E T,HiS \, \ 11X itOCCIO I 1'�'ij, � L-1 OISTANCE I _ '.9 -1.£ I _ -- &vr &T ___ SEE TABLE 6 THIS SHEET. , 5 - 41• - _. 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I J___`1 _ I .-Ir, e N NOTES I; "E THS TA3LE FOR ALL P_VfGED'.Ao,MO,,VS PER THE ELEVAT)i ON SHEET 1, D�%ILNSK;N$ SHC'AN i%AEl P 10-TIP, 2) FOR FN FRAi,,F-_D MNDIONS, SEE '" PATTERN ON Si EET 1 3) FOR SIZES NO SHO,NIN, ROUI4D UP TO THE !*_XT AVAAABLE ,v,C-, H (>A HEIGHT MMENSK)11 S,1CWN ON 'HE TABLE, 4) REFER TO I A3LIE 5, SHEET 4 FOR Ae,041CA GROUP DESCFaP-10,NS - - - - - _ - INSTALLATION DETAILS FOR FIN _ FRAMES - - - 11 I i'MUCA'S WITH f r- i l_T A CURVED HE-AZER, AN !, tt I I ADOIT)O&AL rINCHOR s 1, . I T'iP ANCHOR TYPE, LVISElAtENT 4.D RkOu;RED AT I � -- - ',4' WAX SHRLA - - THE CENTER OF V EDGE DISTANCE PER SUBSTRATE. S' , TABLE 6, THIS SHEET 3X THE LEADER. D-- - , - _-- - , - rT,cA:,-_,cT Rhvl , I _,,�, '­��,fF:,:ai. I i � = t �L I ') ii � ,,I,.;- c_ & , �j "Ii' I � , i ,--, - %� I I �11.1.tl I, , �- I � I � '�/ i I 1 2 I � I I , , 'Ic l 10 i -_ I I L--,-J, - - I - 1.5 � I:? 1-117-7 -I � -. 1 , , , I 11 I 0 1 it, I 11 ; -_ ; : , � i :5 ____ .-J I (i I _j I .-�! 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S' , TABLE 6, THIS SHEET 3X ; I IT A I" i , 1�� � - .4D EDGE ' 'V'E�'V;Ue,,RATE - 41 UcIF,l Il -,x \1,000 SEE 1\ I �I -E T,HiS \, \ 11X itOCCIO I 1'�'ij, � I OISTANCE I _ i I !�' ; 1111. 2, l 0 I S EE 1401E 2, , I ,� � I I I I " ' 1 1 'I SEE TABLE 6 THIS SHEET. , I "L j Ili 11 S,4FE7 , o ,P � INSTALLATION , 11.1- -- - - - . - ___ I �*\ LM,OEVI,q_NT - THIS SHEET I � 1 C-C -, 4 I-- - -4- EivSE1)K%J4- ;� i HORIZONTAL SECTION � I ­ ,�1�0�/Iij�i I - - i_ ,�­­ f ___=�� ­1 ZX fw?ODr I � I 11\''li i 1 � � � - -_ ..--- I OIRTICiN 5 - ___ �� � � ',,'�,I�j 1; 11' I 6 , , : 0UW%'F-6 riAL)ER EDGE � ANI_t-�' R (SCREW) V) --- I I � THROUGH THE FIN I "i DIST NICE I ­ - i - _F_ I _- It"I"i 1 1 1 � ; 6 1 _;; I 11 : 1 465* - I f - __ ,,1 ; I I LI tfT i I T 1 � - - -- __ I I - I r � _"� i I I � I LX--EAlCR , , 1 1 1.7 . 51' <� I - I �_ I iSUCK I . ` iEKiHT i ; I ; 101, I i I I----- . > 'ASIBLE , OAT ti- E - - Z I � � - � � - G:S�Z j-, I _. I - _ EDGE - - - - "I'll, __ I � -1 - -_ 1. 1 ­ � - -- - - - -, - - I � i I I - ­1 � 11 I - DISTAMCE � -- - - � - _____ _� I --- I � / � Ii' r : __ - _ I i 1 / I - � =�_ - - f --- -1 EMBEDME.NrT i 1, � � :L -------- � -1 ! � ", �� i � I I [ - _,I, ! � , ; !, I, I � I I � - - I I 1 ,I� � I, 11 11 �. 1 1.4' 1 J� ,!,I, C', -I I , - I - � i - _ , ii4* ho - - � (f " _(� F TYR. A:$ A PIE. I L- I __� - / j I/ - - I \LMSEOMENT AND I 1 � __ __ - __ , / ,�, I I INSTALLATION EDGE 04SIA14CE 1, ( _4� TYP.ANC;,�RTIPE. - / 1 1 -_ , �) i I I - Ei,tBED"AENT AND EDGE OPTION 6 P 1i D$ji,t4CE PER SUSS7RATE _��, PIER SUSS-F�ATE i I - -- - - - - - - \ � I - SEE TABLE 8, TIHIS -it ' RISTALLATIuN ____ I INSI ALLAT ION ��A", -CR - SEE TABLE 6 n1IS SPIEF T ----- T. - 1 32 1 \ - � A,L) TI;ROUGH T'HE F IN Tt� S14EET - _­ N 5 i I I IOR (IL __ "\ ,/ (-) \, \ USE EMAR �) LATCH il 2111 OR BOTTOM LOCK ,01 'I). TESTED UNIT LOW, 1014I - O.". FROM 1, C64) VENT END � .IN. I',$-. ALLATION I \, 1 43 - I EX I I ViEt , .0 _-FIF-TO(A�_ - ANCHOR ($CREVI) 1 - 'T MOTH -- �,, STRAIGHT HEADER TtRMGH THE FiN I � ­__ __ -1 - _ I. _ 7H - --- - � -S FORMULAS lAJ__ATTCNA�*CHCfR _ I - BUCK 'AID EGRES ­_ IV,;RE,14) TROUGH THE FIN (EQ -AL::L ATS - _�,_,____4 -_ I VLADTH BUCK WIDTH - r MULLION SECTION , Ai I ---I I HE'GHT-9UCKHEW,H112- 5-i3016' , ----.-- 4 -lull I I , O"De APPRI-1,1ED MLILLIOKiAAY BE - - ,i ', -- I 1 ;; " �_,"'_4� VLRTI1_A1 OR HORIZON"IL* "'" -Z� I 1 [ �j t*z":?, - � ,�BLE UGHT FORIAVLAS INSTALLATION ,,I �7� ,., I I - r Ii4* $,HIM. SUE SkJSS7r,A,--E - I_E1QL�AL-LJLFj -OFMON 7 PROPERT;M 11 A131 F & THIS SHEET - I I I NS�ALL�T_CN � I - - I JV07HISASW� -IUCKVAWM-�1116' I, I � �! I1. hID7,H (F"5D' V - HctGHT I A140!01F, ,SCFPE" - �-- �.;4- MIX SHM EXTERIOR ( 5 , ,BUCK GH�"`e-'�'-rl 12 THROUGH THE Fill I �fU /_f ,i L 4 1 00 s7tcl, � 1 �2-,, - , - _j I i SELF- li I __ - �' I ABLE 8: - - _- - I I I I I 1 �17 An. Edge hill, I t_ Amhor SULIWA -1 ILIi � D'Sthnclt rLipt". dru'rit - - .:1 / - - , -- - - -- -� - - - __� - nFeI, m;Gamul � pn_,,I��P,-,.�_-(­ 55), - � -7116, . 1 ______ - �- ;; , N_ I � � � I ,�,� / '11) (`It� . I �( EXIERIOR ,!-/' � � , Q , ;]��' - - �, I - I K ',7 *11 - ___j I . I �4�3 1 !1 �� - � 11:� - ALLlAj'4tj ' 17t-E L FR1,V.-4G OR STEEL ci,4-- 1, , STUO,SIE SLIRSTIRA, E PRCW`ERI ES, 2.2V' ,Z�� T%Xg 6, THIS Si4LET. I � --- _�% 11 , III r�,, - � L. TYP. ANC•�R TYPE. EWILEDIALN1 ANiii` EDGE DiST4NCE PER SUBSTRATE,— 1L E 1 ADI,E 6, THIS SHEET. INSTALLATION L_ OPTION 6 NsT_ LAI" ANCHOR ('AIL) T HACvGH1 THE FIN - I I !iit ;i1i,i,% ­Ji tI. FL,Ii�* \_/ - Mulmum OF 3 1HzDS LEY tiEVETAL 3IJUSTKA :h. !14 ` - 1) LIE 014LY SUBSTRATE , III,) I --- A-,4_.tj�-vi.3-Ig . �_ VAIII'AArIPM A,,FtOFRLAjrE kIlQI ' LISTED - ," , , I ,,, iz I . 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FL 3427 1 G WINDOW INS TALLAI IION 0501/11 �x y4c VG,i7 1, , ,�", It :,_ far. , " SEE 'VOTE 2, T HIS SKEET 3) V,tAL)LE L'31',T WIPTH OR 1­4 P.O. afx it, - IALSO REkLRSE-0 TO AS DAVOGHT I , 14c' S, FL _12�774 Oi,��V,V.e.t S�1;. S', It . Kcio. - �_q Ib Y" I v I I", _ MD-SH200-01 _2 ueu,io,q IS MEASURED FROM I' ILLER. F,E, -2296 S11-200 NTS 1 '5 OF 8 1 * 4 �EADJNG To . VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I i i I I PS I I PGA' 6INGLE HUNG WINDOW6_ — .— IF-L APPROVAL # 2313,1 DAVID W. SMITH, MS. FE. FLORIDA LIG.0 53600 352-521-0805 OFFICE 352-521-C86l FAX. `3'B0'3 WALLA5TON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND R,EvIEIJJEr-> TW5 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH AISCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION. DAVID W. SMITH M3. FE, * 53,.&Oa - — -W16. - - --T,-,, ;-,,, -'Om,�, ,,w -P T SeU,I,,em -Pf'. ('�G . 55) - 2-7,18" .,,g ,� .1,2. x=,s. =,w := -- - ,y T So,u�, p-,R. (E,3 I. 5s) wiTi 271ir _. *To Steal SMIS Sm,se", (GP I -TT-,F-,,Al ,,, Fire (SG - 55) 3X A!wiiinwn. 8�!T5n:'P' - 3u 3, Sleel Stud, . 33 min 3da" I— A38 Steal .­Ir - I I !iit ;i1i,i,% ­Ji tI. FL,Ii�* \_/ - Mulmum OF 3 1HzDS LEY tiEVETAL 3IJUSTKA :h. !14 ` - 1) LIE 014LY SUBSTRATE , III,) I --- A-,4_.tj�-vi.3-Ig . �_ VAIII'AArIPM A,,FtOFRLAjrE kIlQI ' LISTED - ," , , I ,,, iz I . 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FL 3427 1 G WINDOW INS TALLAI IION 0501/11 �x y4c VG,i7 1, , ,�", It :,_ far. , " SEE 'VOTE 2, T HIS SKEET 3) V,tAL)LE L'31',T WIPTH OR 1­4 P.O. afx it, - IALSO REkLRSE-0 TO AS DAVOGHT I , 14c' S, FL _12�774 Oi,��V,V.e.t S�1;. S', It . Kcio. - �_q Ib Y" I v I I", _ MD-SH200-01 _2 ueu,io,q IS MEASURED FROM I' ILLER. F,E, -2296 S11-200 NTS 1 '5 OF 8 1 * 4 �EADJNG To . VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I i i I I PS I I PGA' 6INGLE HUNG WINDOW6_ — .— IF-L APPROVAL # 2313,1 DAVID W. SMITH, MS. FE. FLORIDA LIG.0 53600 352-521-0805 OFFICE 352-521-C86l FAX. `3'B0'3 WALLA5TON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE PREPARED AND R,EvIEIJJEr-> TW5 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH AISCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION. DAVID W. SMITH M3. FE, * 53,.&Oa - — is 4 If MA =rHERMA TRU 0 U U R S CR., Ec)GEpTctN. CH 4351 7 9)29 a- 1 747) "PROFILESIM11 Wo(» -r!)GE SIM DOOR INSWING "NON-IMPAO" GENERAL NO FES T`his product has -taan evjJv3fNJ,:"j a it) comp(poince wiff-) the 2010 llorf6:) 5uflclirg Code (P SC) structivral fr dLidi g the "`rR4h v0i061y -iurriccne Zore", 2. Frcdi oj anct-y-is shop be as bled and spaced as shoAn on jeklk. AJ-ctfl,, embeorrert to base malarial sttO# be beYex'd w"fi J-essing w SIL'cco 3 ,,,her jsad in 41,e 'High Velocity :4-jmcore Zone' ffus product to to prof, -cfed with on import ra5isfx)f co�elng ff-of :orrpdA.5 0fh SecfTon !626 of I" rI.J-:1 k4pJ"g Code, 4. 'Aher in jreos outsilze. Of file 'Hvl-Q-req,�ifirg wind borne 'JI PFI:;fec1io1 INS product sreQ0red 1 0 be protected Mt.'I on Tppa�t resisfort co,�'fy; tl,:jf �ompfies L, . - -- liff, Sec Ban 1609, 72 of the 20 7 ) F3C. FD( h --4r,9 �Olr -e- the =,jrle 05 'hOf D( -I,_1 frzji ILlct;or, on C f If - 01ifS sh,:M sr ovm fcr 27K b,,K-,k masonry corsfirvction. 1, g eq-4re k�d f- e Sife C,:,rdit,ors that jje,j,:jfe �or, the �_foifs of this drc�ir r - ang,'veering ur--Iysfs by a licensed eln• veer or reg6fered cychilect. This PCIDIAICt does not meet ft),q vy0te( friflIfTc1tioin reqviren-,ents for the 'f-?vHZ- i,)swjng uriif$ spoff be irisfolied only in non-hOibifobte areas or at hobitob4e- focchbrts by an overhang x cariopy �vch ftof the Ongfe be`-Ncerl filie edge protected by or overhang to sill ;s ;less ff-ion e5 degrees. i "ABLE Of crWITNTS SHEET # DEIC LF\1 411c S 1-11 —EILC W o Lx, v-, WIISS, CPCN & 16 Do* W."k PA:4RAUTH 2{,17 17 DOOR PANE; 4 �,- LATCH SVLf I DwvqSI0'A - 74.81'•X9203' VON DWE� NS 21,12 "X63.12'" GLASS TYPE G1 FRfSS�RE PS post, 'N E:; + 45.67 64,010 .4,9, -1 — C-4-ASS BITE G4 ASS -mK. S T. G,-A:s AR SPACE GLASS 'S'S' EEL ,,4�7 SPACER WNG DETAIL C4 CROSS SECADIN Doi, px.1 1.375 - 71 2,W 635' -------- 11 r,77 J.I g 2 HNSE SPU S�rBO�TCC =a Ltd III 24 12 Jk y-i $�;$ a II i 7: L 02124112 2 VERTICAL CROSS SEC-PON 2 �w Z Z "' � �0 < /2 )H0k!Z0tiTALCPQMECIXM �22) It EY2 1-1 A SECTION 1 -1!',( 'AN I I r tlqN. I EMS n-TP 3 SPIM SPACE � 5' Il,N- C-Sm, Sfm;PACE Ja I z z 2� --c-ANK < < (2 0 2 6! P < it'IT[Ric R 4), :20' 5SE J�)Tz ll-,� fco co !40m C�Ls 2 more H.Ck1ZCdNTAL CROSS sEcrKdIlq # 13 -6 r-�, �-3� HC11ONTAL CkrM SECTION 3 SEE r�7 1 -77 1 - r4' RvN 2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm ""EIPATIKeN I EDGE �",J5:) �, �, 4 7yp { 34, -A ;PACE - 2 - s -1381 -c ALI Ailc)ll T :T 13' - r2 VERTR--4 CROSS SECTION z 14 Ns UA SEE ^AOIE 3 �J�VEVOCAL CROSS SECTION 2 C27, (-2 x Z "' � �0 < /2 )H0k!Z0tiTALCPQMECIXM �22) It EY2 1-1 A SECTION 1 -1!',( 'AN I I r tlqN. I EMS n-TP 3 SPIM SPACE � 5' Il,N- C-Sm, Sfm;PACE Ja I z z 2� --c-ANK < < (2 0 2 6! P < it'IT[Ric R 4), :20' 5SE J�)Tz ll-,� fco co !40m C�Ls 2 more H.Ck1ZCdNTAL CROSS sEcrKdIlq # 13 -6 r-�, �-3� HC11ONTAL CkrM SECTION 3 SEE r�7 1 -77 1 - 7 t' MER +CR 6 i. -1 '7-P '7yp,I I �VEPTICALMMECDQN \_4_) I "qN FROM 1" 911,1 rpCM 2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm VASCINRI ECGE -,IA5C'.RY EDGE EDGE S2E f4,:,TI, t I 7yp { 34, p. 2: - s -1381 7 t' MER +CR 6 i. -1 '7-P '7yp,I I �VEPTICALMMECDQN \_4_) I "qN FROM 1" 911,1 rpCM 2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm VASCINRI ECGE -,IA5C'.RY EDGE EDGE S2E f4,:,TI, t I 7yp { 34, 2: - N/ ',k I. -1381 -c ALI Ailc)ll T :T 13' - r2 VERTR--4 CROSS SECTION T 14 Ns UA SEE ^AOIE 3 �J�VEVOCAL CROSS SECTION C27, 16,-- - T S7,1LLA-;01 7 (�3D SEE N077 3 i 7 t' MER +CR 6 i. -1 '7-P '7yp,I I �VEPTICALMMECDQN \_4_) EXERIOR 2 VILIUK•L CROSS SECTION I I -!-) 311cwN w/ IX SUS-BUCK 0 - - -T i--T 1 1 ' -- 1 7 --4-4-1 - j iii ,r. 02, - 2 N.T S 7 I II Ila TT ec.-L N T 5, 31 JK L-F1 r L 1A _JRr 7DCE VALCNWY -X--� 0 7" `77-7 g T 2 1-1 VERTICAL CK-43 SECTION EX-tRK' z 2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm 13 EDGE S2E f4,:,TI, t I { 34, 3k, T- - N/ ',k I. -1381 -c ALI Ailc)ll T :T 13' - r2 VERTR--4 CROSS SECTION ,,EE -4C'E I 7RI '4CR :X7E11CR .-- Ns UA SEE ^AOIE 3 �J�VEVOCAL CROSS SECTION EXERIOR 2 VILIUK•L CROSS SECTION I I -!-) 311cwN w/ IX SUS-BUCK 0 - - -T i--T 1 1 ' -- 1 7 --4-4-1 - j iii ,r. 02, - 2 N.T S 7 I II Ila TT ec.-L N T 5, 31 JK L-F1 r L 1A _JRr 7DCE VALCNWY -X--� 0 7" `77-7 g T 2 1-1 VERTICAL CK-43 SECTION EX-tRK' z 2 1, ` LAIN 13 EDGE S2E f4,:,TI, t I 3k, T- 37 N/ ',k I. -T— -c ALI Ailc)ll � �_ :T 13' - r2 VERTR--4 CROSS SECTION ,,EE -4C'E I 7RI '4CR :X7E11CR .-- h30d & All -t- !ell # 13 :3' 1 IDATE 10 / 21:-j" 12 NO SCALE DE5fSN 5ER✓ICE5 INC. MOBILE/ OFFICE 352-206-5a2l OFFICE FAX 3-32-5aa-2342 S. HANLEY P o Box 1325 CAN ANTONIO FLA, 33576 EMAIL: Ii�Is�40rocsmbartqmai 11 SEE OU! 6E-AiL - -'-.� __ I -1 a._� \ � r - n3" i 611 !—� � {61) 3 t 4" Z. N BUCK lifS AN!-4CR 'AAsoN q f INS7 T LLA I 1 _�N PEC'D ONL 1 NS h>.J.TiON 2x x B ICK ON 2X BUCK f0K Btjc< A p sFE 1,`D- IkULIJIDN SHOW" I R Ai,,: E TIP HEAD _1 Suki ACE BELT 4 f4c� D FDR PEF[�EtCE z DOOR 2x BuIcy VASCNIRf SEE 140TE 2 0 51 # i S x 2-3i4, SMS RjCK k4040C.1411 LAAMI -Rime. Af,CfYDP 7 ( �) 0 1 C 314- SMS RE -� C ONLY ',YiEN Hk� 3U KTO IAL LLY-)" > 52 MLLLICIN HEAD AkAB L! SEE, PL<IE :2 1 9 12x 1 2' S.+15 MLU04 DETAIL 0 YLAWGN C+'AIL ae N075: SILL TEEL ?LATE 4 HEAD 41 0 1i 1 d 4' Dco %a or: 2x bv��* r�qQre o �4r,�m cme�yorlce to :i l l,'4- C, e-bedrna,til and o mirimum 4%1�cara�-& to,),1yocent lopcors. of equat cor<,ete V�raws from o-jilf"reni Toil hce alfforon, ec� dlsfcr�ca ar,_1 coctar Topcon ;ocafi✓,s a fhe corars, and a! astragal &0cQfbns L�q to rnantuin te n's-imurr, edge fisfaroce to a)u- -,C�Llsfed to EN ;1 be e im.m edge d--stance to Addifio-,cf T:;pcoos �,j b--qLwed - ensure ffe maknv�- or co�rlef Jmen5x)r is -tof exc--mad. 2. /4'!5Y corcrete see i anchork%; f, ,or,e and/Lo re.:7,je c rrir4,iLm 2-;/2' c!eorLvfce lo e,:k gel, a r-virimurr, embe�drr9nt ord a minimum 3" clearance to cpYpcenl concrete screws. 3LbsfiPj5on of r-qu�d concrafe from a :1iffei-epi xpp4af racy rce dif'ara-n, edge d,sfj,,Ce and cenler 6:varce Tc;>co,. $qco�ius at the ccwafs. and of ustag� ic-cctf�� rr�jy be iqlWed to mcintoO If'-a H;f*E WAA mir,ii,x,m ��Te to nl�ocllx joints. if Topco, Jocuficns as 'MAX ON CENTUk"r.mf be ac*,sled to rr)ai,fcir the edge data to -,,rfar�cinhr Add lion,:tl ',jpco,-j �cy b-- req.�-,d fD e,me tl,- nva>k.um or, cerfer crmels;or is not excelqded It 3. 3,': 6* 9W cox-,ete sce,,s Dr<;1,or.rg frame and /c+ sid,,eq,+e Q 2.5/8" :Iecro;,ce tl: -,:soref a I - 1/4' rr*rirnum amt�--arr,--nt joj :; nirw-urrn 2 -t/ C 0--crome to --��facanf corcrete screws unless c1her-se noted by concrete s,:rc-, monufoctra� St z 2 1, ` LAIN YASONR' -X;E M,-SO Pi EDGE 37 N/ ',k I. -T— -c ALI Ailc)ll � �_ 13' - r2 261 ,,EE -4C'E I 7RI '4CR :X7E11CR .-- Ns UA SEE ^AOIE 3 �J�VEVOCAL CROSS SECTION h30d & All -t- !ell # 13 :3' 1 IDATE 10 / 21:-j" 12 NO SCALE DE5fSN 5ER✓ICE5 INC. MOBILE/ OFFICE 352-206-5a2l OFFICE FAX 3-32-5aa-2342 S. HANLEY P o Box 1325 CAN ANTONIO FLA, 33576 EMAIL: Ii�Is�40rocsmbartqmai 11 SEE OU! 6E-AiL - -'-.� __ I -1 a._� \ � r - n3" i 611 !—� � {61) 3 t 4" Z. N BUCK lifS AN!-4CR 'AAsoN q f INS7 T LLA I 1 _�N PEC'D ONL 1 NS h>.J.TiON 2x x B ICK ON 2X BUCK f0K Btjc< A p sFE 1,`D- IkULIJIDN SHOW" I R Ai,,: E TIP HEAD _1 Suki ACE BELT 4 f4c� D FDR PEF[�EtCE z DOOR 2x BuIcy VASCNIRf SEE 140TE 2 0 51 # i S x 2-3i4, SMS RjCK k4040C.1411 LAAMI -Rime. Af,CfYDP 7 ( �) 0 1 C 314- SMS RE -� C ONLY ',YiEN Hk� 3U KTO IAL LLY-)" > 52 MLLLICIN HEAD AkAB L! SEE, PL<IE :2 1 9 12x 1 2' S.+15 MLU04 DETAIL 0 YLAWGN C+'AIL ae N075: SILL TEEL ?LATE 4 HEAD 41 0 1i 1 d 4' Dco %a or: 2x bv��* r�qQre o �4r,�m cme�yorlce to :i l l,'4- C, e-bedrna,til and o mirimum 4%1�cara�-& to,),1yocent lopcors. of equat cor<,ete V�raws from o-jilf"reni Toil hce alfforon, ec� dlsfcr�ca ar,_1 coctar Topcon ;ocafi✓,s a fhe corars, and a! astragal &0cQfbns L�q to rnantuin te n's-imurr, edge fisfaroce to a)u- -,C�Llsfed to EN ;1 be e im.m edge d--stance to Addifio-,cf T:;pcoos �,j b--qLwed - ensure ffe maknv�- or co�rlef Jmen5x)r is -tof exc--mad. 2. /4'!5Y corcrete see i anchork%; f, ,or,e and/Lo re.:7,je c rrir4,iLm 2-;/2' c!eorLvfce lo e,:k gel, a r-virimurr, embe�drr9nt ord a minimum 3" clearance to cpYpcenl concrete screws. 3LbsfiPj5on of r-qu�d concrafe from a :1iffei-epi xpp4af racy rce dif'ara-n, edge d,sfj,,Ce and cenler 6:varce Tc;>co,. $qco�ius at the ccwafs. and of ustag� ic-cctf�� rr�jy be iqlWed to mcintoO If'-a H;f*E WAA mir,ii,x,m ��Te to nl�ocllx joints. if Topco, Jocuficns as 'MAX ON CENTUk"r.mf be ac*,sled to rr)ai,fcir the edge data to -,,rfar�cinhr Add lion,:tl ',jpco,-j �cy b-- req.�-,d fD e,me tl,- nva>k.um or, cerfer crmels;or is not excelqded It 3. 3,': 6* 9W cox-,ete sce,,s Dr<;1,or.rg frame and /c+ sid,,eq,+e Q 2.5/8" :Iecro;,ce tl: -,:soref a I - 1/4' rr*rirnum amt�--arr,--nt joj :; nirw-urrn 2 -t/ C 0--crome to --��facanf corcrete screws unless c1her-se noted by concrete s,:rc-, monufoctra� St z < N/ ',k I. -c ALI Ailc)ll 261 Ns UA SEE ^AOIE 3 C27, - S7,1LLA-;01 �126,1 i'S7,AAATK N SEE N077 3 i A LA1rH &EA.3W DETAIL II z z x--T )2,1241-2 DETAX SURrACF KAI 4 S;U —6x 7 1�- — — F-I THEMA TRU SWING DOORS, FL APPROVAL * IE5040A DAVID W. SMITH, M6. PE, FLORIDA LIG.* 53608 352-521-08ia5 OFFICE 352-521-Carol FAX, 99013 WALLA5TON [DRIVE DADE CITY FLA. 33525 1 HEREBY CERTIFY THAT I HAVE PREPARED AND REVIEWED THf5 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W, SMITH M3, FE, W!^,fLS 24 GA 25 ;A CLO'*'AY �491, 73, 75 h I +1S7, 4, 6NS HOL +E5 48, 488 12, 4_28 tC:R $-m Yi3N fMSQ(I xn,-A L S'rS P, , TDS (*, . Ti SECTION B -B N'-,V,W,.ATE 51!LE ARE ATTAD#D WITH TOG -L -LOO (TOP 3 BOTTOM) AND 014W$ A(2 P_-,t (ALONG n?RER) :,FE SOLE FOR OTY. �---� X D�TAII 'D' IL. II PAGE I / / I I _ -IE vM Qrjj roa 3EC%N (3KOO A 'W- TO- TE-TOP Si ('.WT 3KrWN). ux 7-4LvG WE S :B-1 /t x 11'. Of'T1CNAL DECORAITVE / Si-xi 4327, w v VAFD m r.ASx N SW-iN (HSERT, Ax' �A'KE MS'M �C r'dC 25Cd x^i �C'GN 6-B FOB t'Sr134Y !]ETkLS I � - SEE im"Mu D, ie)t:E ' GL AIL s �9a E40 Ew"NOE gTA1L DS68�- -'09 POSITION (BOTH StiX3 iW0 P:ANt ate+ L� a TF 10 PEA ?1:Ota>�P7N6 ZA ;Dial .`V:h 516' rdE TESn FOR BON OUTSIDE Kim LUCK AND 34X4 Sli LoF LY.K SWDS:AS (SEE LAY",A{i OF EACH CFft Kul ENt3 xC4,$). I !44X -XR worm - D' -0' - - -j Ei !41 -IDF PAM TALE 1 NL DOOR HETGHT OF SECIV"S• �0 7 7' 10 6 9 S TD 10 B' tOD ?01237 7 I T0. o 5 e 14.3 T- r1S9-, HOR2CHTAL TRAgS SUPPORT B'T r 0 10 DOOR (!STKlFA (T0 SJTZ) sw;a A a-"Ar A D1•.9i �t CDGEER KA'N^ REOLgRED DOORS 010 8' 4 °;;FACT RESISTAAT ONE -FI£C£ NSECTION 900 LAXH E`?;A.'ES ) t � �.N ONTO 'FJ(TICAL T1:ACK. ry, D Si 4 T A- '�`t `fiiit•'u __�_S__ ONE S'1AP ;ATCH ON SNi �- 4'ES �^ LICH 9- JF .00R7 " t; 0 / .Y�.�'x3: �e � =:+' N'ER. nif -� / ux:K CN 0 0 IS EACH SIDE -: t /30!07 'WD LICK. AY 4 +x�.IN3 y. trl OF 00..R. 07/7-JA kT0 .k M:T iii UTES, SNx M. jjt T 11 :p/14 /JB c%c N � AA 4S6 E Y4 N L. W(S10E� "te�"- -� :'X.�S O.'i?Oa t, ! ttv37D ntO S'cs:0 I1A1 UCE7 -'.0. xETT� ' SP1F tNSTDE gMDLE I lT•3t K' D i.'A'K E`t0 S1:4P .ATCH _CADS (`.PPON N'ER. STU SR1 LDCx r Mi LTIPLF FOSS DE 1 HIGH BOND TAPE. - ac. c4 A A 1,utDLE CPG°WL X100F ATNE _ ! O x d W , \� FRONT FR4A FACADE. i c''+rkks .N .LKiT EACH G Aii ON R�GKtT AT-X G '411 / E SS G40001C STRUCTURAL a D EACH S11E �/ f!44/5' s}i�T u -_ lS t OGVE S�+ir�vT. s x a. XREWS. — J Sr:P LAP MNiS. ZS CA. wK G- a0 CRV. (CA / EOU 1h.1 !F) SRY1 Alp ' 4 CA CALM. S'EE / °,JCEF-ON POLTESIER��_ END I.174GE. EACH P4N-ED TOP Q'OAT APPI E F.ASTgD TO END t0 WN SOE5 OF Sit'.Ei. STILES W/`4) 4x816' WK tIELD STRi74GTrt 26 x31 MEl.AL ..+7PhS t (4) 1,'4' SELF TWh;ti'G SO%iE -M5. iWXM CE LEX4N / (4) 1;4x5/6' SEE METU 9CREWS SV,2432T FRONT (P- � FRAME & MM. 0 2 -1, 4 20 GA G4.V. STEEL U -E R TAO U -E++5 PF3i SECTION, C(CEPT 3RD SECTTO' FASENED TO FkF.1!E WrfH 0' — "EDCH HAS OAI U -Ella 0OT 3 x 3 4 FAN HEAD - 4 - U -CARS 9ADE WM BO KSI 1+ i 1) 1/4'x3/4' �f *hibVG SCREWS :>}�- 4x.71 U -F.�R AT7;hC11ID 6KHINE SCREWS. M- 1/4' U--W A 14 A ENO h;HC£ 16 .A 'N`s:.`.AC;;NtE ^YAr TA?Fd4G Sr.P'EN Rai m A�SF F�l PUN'FD STXFS (24 Al FRt✓JL -1JB AiNt'taNT 'A'O(10 Fa 4E aS122!;Sl• P,.li Fh ?ft4.D STR� ! ^.4 :A 1/2'x3' �4 SCREWS ON 24' C�ITm 1 OA 'EXTURE, RYsD PF<_ GAi.Y. STABS ,ZS GA WASF?F REQ040 LAG SCREWS YAY BE COUi 13 GA :kV. SFEL 90TTCM - -- BUT NOT R wRm) TO FRONDE A RA JH MP'NI1NG _aDRK' ET. ATI:ACHED ii DCK]itl WIDTH 1 `N'EFN. N. ""OT rIORM iAL VASS 'r0 401 TFdH" LOAD y1,� FN V xt IA ArArVFNT fC a0 3" K dR 7 OOD E2 9:N. X,14 £ E V 114x5 /9' S,Q7 �.AL SCREWS. ' J W zt LP TO B'- 3/0 3EM &X-POR d -1 /2 MakS (C -?0 T BLOCK) OR 24' TNTERS (2,000 NSS CCNS.REV CR 1/4x4 TAPCCN SCREWS ON 15-1/2' GENP.3�5 (2,000 PS CO.W.F �, W'ASARS 'NCLUOED 7MN Ati.'k:M'Y C(IRL•`.1CN YEE.f AW„ ICF-1 1' O.D. 41A 4Ln REQUM WIN TAKCR& A:#CKRS ILAY YDM 'vFAPEPS P8. 9E CaLN ERSUN7S fBUT 407 iEQu D) TO Pi?OVTDf FLUSH Y%N HG T E 1�6 :FF CAI 'WJOD . +MLIS SAE TO BE *DE 2 LHR TOP BPJLKET 3URFA'..E. il.0r. ,AL NABS DO NOT ?:GNS7YDt L GAD, CR dETtER '?RJ.C1 Pa`£ NO LOAD S 1RV:;iT_�+RFD DOUSE KAUCNS:AL TO THE HCiW2CNTAL ITC?) "kA .AL1 "' 0 PS ERS 4AY BE (BUT 40T REQJ:RED) COUNiW.W ?0 PPRG.!',.E yNvh� A FLUSF, VLX;N:CtO a�,RF P ' 4A"ON OF „ -JAHS er UTHER1 tHE E- ,�T.RL'.!�OiFY}�1 0.t t%E TRegS , ARC4E ASS'i IYFACT AND CY^.AIC 'ES'IK. 1 tCW WXIA,?n?M OPP,:tl 2x6 NGLTO .+1+8 i, `15 -WEER RETNL L4OL'tl _ YOl}1 DSI.P.Wt!CN S6, iF - 'Mi�'TDGRA.N '� iJ,T 7S 4 426 '?OOO"SRA:N 13 GA GN-Y. Srm r't.AD SMIKET Ew-H FASTTNED TO VK+OD w'k6 'MIN (3) S /iD':1 -t /2" 'rte LAG SCREW. 2' ;ALY. SM, 7XK I'xx "mic +L15:.GBSI TTP. 2 -1 /2'x12 �.Xx 6(�ET. F r -3-1 2 10 - r�-,a '- _•1Y -> 1'�' a�4 - 11 rt 2TI A� 5r 82- jr, tt SAS 9° 1 -6' TZ, 3-1/2' le W. 58' 62° 106" -1-V - J 0 4 3-1/2-- 1 4' K -i2-" -To-f t. - -6 5 3-1 Icr W 82" 106: 130: 4- 1=A,-_ I 34' :,6' 62" 106'• 130' 4- ^ 3-1/2' 1 1C ' I.l ' 5 0 7 3-1/2' 10' 34' 8 7' 1 6 130' 1' '2 A CALY, S' TALK DkCn7 • AS Nisi TO 0i ''r8 WIN "NE 0000 ,AG SCREW PER aRACKET. 2' y&V. SiM 7r0(J FAb EAX TO 111701 DiACKETS. L-> DRACIV A'vAi ON CNE BCX.T 3 NUT jA Tr40 1/4' ii, �4* 0111101% STOP 4QL -oc BY DOCK �-JF ice' TZ ' 3':il LOtr.'R FOR T4 JILTUAIT Ri1D iii �NSTALER (1D 31 I W ^rrj 3!2.09 A. 'NOM THE F.u'id1 M.A YG C3E �R .E X7,1110-NIA - 20 ^d M:N. CALV. SIM E41) $ME OAE ( &:ED ON ASCE7-10) RA C F3-LC,.W Xit f'` 1) 'F IOf% D 3U' +0, 2) OOA 4 Y LIF Ii K Xi i05 LAD ZL`tf 3) 49Y 20 G4 �ALV. StEEL ii STS! I.X-$ 3L'w'C `ID 4) 145;'x1.. N ACCiOi4"..:.ir:E ii &A �A:.A '6 A40 r � r.'Ltl, ✓.'L'A ff SW51?I-'a"R71C lL',.IADGt6 DY A �Y'1iSgD :f-�•N ' Erf .R '6 A '1LV. 51401. i4,T,R. ` x% iE.1WA LEVEL ! C C D D 1I1E 1/(4) rE'JI +?l '.LGIIT :tT' iY i7 t5' 30' EALE4 f14}S(D' SAS. PUSHNUF iNS'.ka ON ROLLER { FOR JNREST� XVR WMATM DESIGN LM. ; +42A F'SF x -48,0 PSF. '4 CA W. STEa E'!D ii DEAN E"t^SD4EER: TEST LCADS: +53.0 PV d: -72.0 PSF. FASTED TO 00 STA.ES * /'4)) EACH U41V W. NES^ ICEID S 4x5C"6' SE.E7 METAL SCREIt75 ! (4) rl.DF.'K...A' P.E. 'b4�5r %4'x1/4' SELF TAPF04G 3CREW5. t4C P.E f 2 &�2 !a AS P r 151513 2' STM RCA_ER. J fi CT.DFhY d;t ii PRODUCTS w . SUPR04 ^ETC STP.US,KIJF.AL E'lfJ4T5 S':k1 dE !X:S✓ddD ' B; OUSE BLVD. +.,?•; i 6 4A -RCN, ON !.AC40 BY A REGSrs1LFD PROF- -SA'-k I,YGOK.iR F00 WND JA)SS Bi Fmducto SHOO IN THS CRAMNG. I.Z. ,...,..,. 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SM, 7XK I'xx "mic +L15:.GBSI TTP. 2 -1 /2'x12 �.Xx 6(�ET. F r -3-1 2 10 - r�-,a '- _•1Y -> 1'�' a�4 - 11 rt 2TI A� 5r 82- jr, tt SAS 9° 1 -6' TZ, 3-1/2' le W. 58' 62° 106" -1-V - J 0 4 3-1/2-- 1 4' K -i2-" -To-f t. - -6 5 3-1 Icr W 82" 106: 130: 4- 1=A,-_ I 34' :,6' 62" 106'• 130' 4- ^ 3-1/2' 1 1C ' I.l ' 5 0 7 3-1/2' 10' 34' 8 7' 1 6 130' 1' '2 A CALY, S' TALK DkCn7 • AS Nisi TO 0i ''r8 WIN "NE 0000 ,AG SCREW PER aRACKET. 2' y&V. SiM 7r0(J FAb EAX TO 111701 DiACKETS. L-> DRACIV A'vAi ON CNE BCX.T 3 NUT jA Tr40 1/4' ii, �4* 0111101% STOP 4QL -oc BY DOCK �-JF ice' TZ ' 3':il LOtr.'R FOR T4 JILTUAIT Ri1D iii �NSTALER (1D 31 I W ^rrj 3!2.09 A. 'NOM THE F.u'id1 M.A YG C3E �R .E X7,1110-NIA - 20 ^d M:N. CALV. SIM E41) $ME OAE ( &:ED ON ASCE7-10) RA C F3-LC,.W Xit f'` 1) 'F IOf% D 3U' +0, 2) OOA 4 Y LIF Ii K Xi i05 LAD ZL`tf 3) 49Y 20 G4 �ALV. StEEL ii STS! I.X-$ 3L'w'C `ID 4) 145;'x1.. 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I (513) 770 - i&v az.::M " a>f- -- D'0'M x 40'0 (4) 6'°x1/2'' J -BOLTS I I i !i ice- v i i° li 2x6 PT ALL DOOR HA WARE TO BE INSTALLED PER MANUFACT14RE5 SPECIFICATIONS, THE GARAGE D OR 15 TO BE REINFORCED TO WITHSTAND T E MPH WIND LOAD FOR THi5 LOCATION. � DATE 10 29 12 II PAGE I / / i SGALE CDGEER KA'N^ REOLgRED DOORS 010 8' 4 °;;FACT RESISTAAT ONE -FI£C£ NSECTION 900 LAXH E`?;A.'ES ) t � �.N ONTO 'FJ(TICAL T1:ACK. ry, D Si 4 T A- '�`t `fiiit•'u __�_S__ ONE S'1AP ;ATCH ON SNi �- 4'ES �^ LICH 9- JF .00R7 " t; 0 / .Y�.�'x3: �e � =:+' N'ER. nif -� / ux:K CN 0 0 IS EACH SIDE -: t /30!07 'WD LICK. AY 4 +x�.IN3 y. trl OF 00..R. 07/7-JA kT0 .k M:T iii UTES, SNx M. jjt T 11 :p/14 /JB c%c N � AA 4S6 E Y4 N L. W(S10E� "te�"- -� :'X.�S O.'i?Oa t, ! ttv37D ntO S'cs:0 I1A1 UCE7 -'.0. xETT� ' SP1F tNSTDE gMDLE I lT•3t K' D i.'A'K E`t0 S1:4P .ATCH _CADS (`.PPON N'ER. STU SR1 LDCx r Mi LTIPLF FOSS DE 1 HIGH BOND TAPE. - ac. c4 A A 1,utDLE CPG°WL X100F ATNE _ ! O x d W , \� FRONT FR4A FACADE. i c''+rkks .N .LKiT EACH G Aii ON R�GKtT AT-X G '411 / E SS G40001C STRUCTURAL a D EACH S11E �/ f!44/5' s}i�T u -_ lS t OGVE S�+ir�vT. s x a. XREWS. — J Sr:P LAP MNiS. ZS CA. wK G- a0 CRV. (CA / EOU 1h.1 !F) SRY1 Alp ' 4 CA CALM. S'EE / °,JCEF-ON POLTESIER��_ END I.174GE. EACH P4N-ED TOP Q'OAT APPI E F.ASTgD TO END t0 WN SOE5 OF Sit'.Ei. STILES W/`4) 4x816' WK tIELD STRi74GTrt 26 x31 MEl.AL ..+7PhS t (4) 1,'4' SELF TWh;ti'G SO%iE -M5. iWXM CE LEX4N / (4) 1;4x5/6' SEE METU 9CREWS SV,2432T FRONT (P- � FRAME & MM. 0 2 -1, 4 20 GA G4.V. STEEL U -E R TAO U -E++5 PF3i SECTION, C(CEPT 3RD SECTTO' FASENED TO FkF.1!E WrfH 0' — "EDCH HAS OAI U -Ella 0OT 3 x 3 4 FAN HEAD - 4 - U -CARS 9ADE WM BO KSI 1+ i 1) 1/4'x3/4' �f *hibVG SCREWS :>}�- 4x.71 U -F.�R AT7;hC11ID 6KHINE SCREWS. 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SM, 7XK I'xx "mic +L15:.GBSI TTP. 2 -1 /2'x12 �.Xx 6(�ET. F r -3-1 2 10 - r�-,a '- _•1Y -> 1'�' a�4 - 11 rt 2TI A� 5r 82- jr, tt SAS 9° 1 -6' TZ, 3-1/2' le W. 58' 62° 106" -1-V - J 0 4 3-1/2-- 1 4' K -i2-" -To-f t. - -6 5 3-1 Icr W 82" 106: 130: 4- 1=A,-_ I 34' :,6' 62" 106'• 130' 4- ^ 3-1/2' 1 1C ' I.l ' 5 0 7 3-1/2' 10' 34' 8 7' 1 6 130' 1' '2 A CALY, S' TALK DkCn7 • AS Nisi TO 0i ''r8 WIN "NE 0000 ,AG SCREW PER aRACKET. 2' y&V. SiM 7r0(J FAb EAX TO 111701 DiACKETS. L-> DRACIV A'vAi ON CNE BCX.T 3 NUT jA Tr40 1/4' ii, �4* 0111101% STOP 4QL -oc BY DOCK �-JF ice' TZ ' 3':il LOtr.'R FOR T4 JILTUAIT Ri1D iii �NSTALER (1D 31 I W ^rrj 3!2.09 A. 'NOM THE F.u'id1 M.A YG C3E �R .E X7,1110-NIA - 20 ^d M:N. CALV. SIM E41) $ME OAE ( &:ED ON ASCE7-10) RA C F3-LC,.W Xit f'` 1) 'F IOf% D 3U' +0, 2) OOA 4 Y LIF Ii K Xi i05 LAD ZL`tf 3) 49Y 20 G4 �ALV. StEEL ii STS! I.X-$ 3L'w'C `ID 4) 145;'x1.. 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HANLEY P O SOX 1325 SAN ANTONIO FLA. 33516 Ei'fAIL: r�4- 1�yC6��r�ar�- ail,con (1) FILLED CELL FCR DOORS uNDER I6' -0' (2) FILLED CELLS FOR DOORS 6' -0" AND uP Tr-;m CGAF2Ar E DOOR ® © © (OD j I ® I A MINIMUM OF 2XG� PT #2 PiNE LUMBER f- j AROUND DOOR OPENING ATTACHED WITH (4) 1/2" X &" J-BOLT5 SPACED j -- EIQUALLY EACH SIDE AND 24 [11 ® ACRO55 THE TOP, I 1 r I f , RAGE DOOR DETAIL / 5LOCK CON6Tf;RUC:TION 1 j %J CL.OPAYr' GARAGE DOOR FL. APPROV AL. * 5 (o84,2 DAVID W, S It ", CIS, PE, FLORIDA LIC.# 53oO& 352 - 521$08&5 OFFICE 352 - 521 -08 &I FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 i HEREBY CERTIFY THAT i HAVE PREPARED AND 'REVIEWED TH15 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -1 -10 AND THE FLORIDA BUiLDiNG CODE 2010 EDITION. DAVID W. SMITH M3. PE. # D3!�Oa , RAGE DOOR DETAIL / 5LOCK CON6Tf;RUC:TION 1 j %J CL.OPAYr' GARAGE DOOR FL. APPROV AL. * 5 (o84,2 DAVID W, S It ", CIS, PE, FLORIDA LIC.# 53oO& 352 - 521$08&5 OFFICE 352 - 521 -08 &I FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 i HEREBY CERTIFY THAT i HAVE PREPARED AND 'REVIEWED TH15 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -1 -10 AND THE FLORIDA BUiLDiNG CODE 2010 EDITION. DAVID W. SMITH M3. PE. # D3!�Oa