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Home My WebLink About13-14031 CITY OF ZEPHYRHILLS 5335�-8TF4 STREET (si3)�so-oozo 14031 BUILDING PERMIT ._.�.- Permit Number: 14031 Address: 5738 CYPRESS ST Permit Type: ACCESSORY BLDG. � ' ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 21-26-12-0260-01400-0801 Improv. Cost: 46,450.00 ��=A�� . �,�; � Date Issued: 3/27/2013 Name: KELLER, PAULA& COOK, JAMES Total Fees: 517.50 Address: 5738 CYPRESS ST Amount Paid: 517.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/27/2013 Phone: 207-212-0580 Work Desc: CONSTRUCT DETACH GARAGE 30 X 26 IN REAR-APPROVAL SP NOTES W/DW ., �e . . 75. DOUBLE M ELECTRIC PLUMBING FEE 60.00 . CARRS'CONTRACTING SVCS INC .� . �. C ��, , � . , . � �.�,)� � � ��2�v� c,c, �_.2�; ��3 s=��=.�i ; , y � � �� g. , SHEATHINf� � �r� FINAL � � REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Acxompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. � �" � V � TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Jacqueline Boges To: Shane LeBlanc Subject: RE: Driveway permit, 5738 Cypress Street Will notate. Thanks Jackie Boges (ext 3513) What Greater love can a man give...... From: Shane LeBlanc Sent: Thursday, March 28, 2013 10:15 AM • To: ]acqueline Boges Cc: Bill Burgess; Kalvin Switzer Subject: Driveway permit, 5738 Cypress Street lackie: I spoke with Dave Carr in reference to this driveway permit, please amend the permit to include the following: • Revise width from 16'to 20' (the 20' does not include the 3'x7'flares),the maximum total width at the edge of pavement shall not exceed 26'. • Contractor shall install (2) 12" culvert pipes to include concrete mitered end sections(stormwater conveyance). Should you have any questions, please let me know. Thanks, SJL Sltia.v�.�J. Le.�3l.a�, Publlc Works Supertntendent Ctty of Zephyrhllls Publlc Works Department Office:813.780.0022 x 3561 Fax:813.780.002 5 Disclaimer: According to Florida Public Records Law,e-mail correspondence to and from the City of Zephyrhills,including e-mail addresses and other personal information,is public record and must be made available to the public and media upon request,unless otherwise exempt by the Public Records Law. 1 s�3-�eo-oo2o City of Zephyrhills Permit Application Fax-813-760-0021 Building Department Date Received � _ - 3 Phone Coc�tact for Permittin �I� �0�- I 6 � � Owner's Name �Gt��r �'� Owner Phone Number �"-iCJ� '" �-� � - �� Owner's Address .S 13 2f �"�.� S � Owner Phone Number � -1 Fee Simple Titleholder Name cJ Q MPJ /7 _ ��p�� -� pwner Phone Number (�=!t�1-' � ��.S� Fee Simple Titleholder Address ,j �3 � �n�-S 5 S� Ze,d l�_j��,,� IJ, ��. 3 3 s�i JOB ADDRESS S� 3 ZS L �r�SS S f LOT# �� SUBDIVISION �-nl�n �ei �TS PARCEL ID# � �- zb-2 i - v ib a �- d�� U 0 - (� �r (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEw CoNSTR ADD/ALT �] SIGN Q [� DEMOLISH ' B INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER �;, ru.c� TYPE OF CONSTRUCTION Q BLOCK [� FRAME 0 STEEL Q DESCRIPTION OF WORK 3�D `�C�b� ��G-GG�,e(� G 6i.f+.y � r t� bc:•�� c:�;� �i� /eS i!/t2d�� BUILDING SIZE 3 �1� � ` SQ FOOTAGE�--�=u-� HEIGHT I �-� � �BUILDING $ �� 5� VALUATION OF TOTAL CONSTRUCTION 1 i �1 �ELECTRICAL �� q�U J�� AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. , l QPLUMBING $ (�v J� � co� /� (-. t L J`'� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � Z s'��Q D Gt-n� / �� QGAS Q ROOFING Q SPECIALTY � OTHER v��O�� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES HOty /VOC � ��3"""'� `� �'� �u�'r'" 3,/�-l3 BUILDER �,/ ` COMPANY �-��'� C 0��r�7�'�'t Se;�� n� SIGNATURE �� v�,`��^�� REGISTERED Y N FEE CURRE� /N Address 31 fl �f✓v✓l (��_ Z-e��, ;(�i(S �3 43 License# ��'�d 6 d o��j � �„ � ELECTRICIAN ;��/ �� y � �COMPANY �z' I�L lz 1 /�L l�C-1 �1(C `' Li (� SIGNATURE �� REGISTERED Y/ N FEE CURRE� Y/N �� Address ��-ff G' �`��L'lti�'f/��. /_� /��l� �I%' License# �� 3 C�/3�f�"C_ � PLUMBER � �°• COMPANY C � �;�' LC iti S°U�� '�S �1-( SIGNATURE REGISTERED / N FEE CURRE� /N Address 33� n .�n (� ZQ � �;�� . 3 35 N I License# L��-�`'��-(��Z � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N Addreas License# C RESIDENTIAL Attach(2)Piot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plans,Stormwater Pians w/Silt Fence installed, Sanitary Facilitles&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fotms.R-O-W Permit for new construcUon. Minimum ten(10)working days after submittal date. Required onsite,Conshuction Plans,Stormwater Pla�s w!Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements rnust meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ••*"PROPERTY SURVEY required for all NEW construction. Dinections: Fill out application completely Owner&Contractor sign back of application,notarized If over E2500,a Notice of Commencement is required. (AIC upgrades over ST500) "' Agent(for the contractor}or Power of Attomey(for the owner)would be someone with notarized tetter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on pubiic roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes 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 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that T�anspo�tation 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 spec�ed 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 prio� to �eceiving a "certificate of occupancy' or final power release. If the project does not involve a cert�cate 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 appiicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florfda Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, ihe applicant, have been provided with a copy of the "Flo�ida Const�uction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws 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 compUance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of�II 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 fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which a�e elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMP ENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL7 WITH YOUR LEN OR AN A RNEY BEFORE RECORDING YOU TICE OF COMMENCEMENT. FLORIDA JURAT(F.S. .03) � �.._ -1 / , ��^�.v_ M OWNER AGENT CONTRACTOR ubs and swom affl ed)I�e o me this Subscribed and s m o(or afflrmed)before m�is �- 1�! , H � 3-13-�3 by }ct�/��l �e c. C_._G r r Who is/ar�Jlp�ersopally kno��e or produced Who fs/are personally known to me or haslhave produced (� as idenUfication. �CCC�SQ as identlfication. i �� otary Public Notary Public Commisslon No. � o Commission No. , � '' "--Y` "' � �d�, rinted or s p Y�P AiJDREAYOUNG Name of Notary typed,printed or sta ed Name of Notary typ P �;;�..N�;. =�' •';': ,��'UM��ISSION�DD 949059 ��' �r�. ":XPIRES:January 9,2014 ANDREAYOUNG !"%•••.••AF'" _-,��oedlhruNolaryPublicUndervrtiters ?*; ,Y MY COMMISSION N DD 949059 ,�; �„�'`'" 1a:_ P; �XPIRES:January 9,2014 "�o�,;�b�: aooa�a rnN Naary P�t��u�a�r� Z2-Oct-2912 14:07 WEBLEY FAxTX tagline p.l Pasco County Parcel: 12-26-21-0260-01400-0801 001 Page 1 of 1 ��T F3�-ks --- G ��/ c��a2 �...�� Data Current as Of: Weekly Archive - Saturday, October 13, 2012 Parcel ID 12-26-21-0260-01400-0801 Card: 001 of 001 Claasi�ication O1 - Sin le Family Mailing Address Property Value KELLER PAULA J& Ag Land $0 COOK]AMES A Land $14,695 5738 CYPRESS ST Building $49,673 ZEPHYRHiLlS FL 33542-4472 • Physical Address Ext2 Features $754 ' 5738 CYPRESS 5T Just Vefue ;65,122 ZEPHYRHILLS FL 33542-4472 Assessed(NOn-Sthool Amendment 1) $65,122 Leaai Descriotion (First 4 Lines) COLONY HEIGHTS UNRECORDED PLAT Taxable Value f65,i22 PARCELS 79&80 DESC AS COM NW COR 5EC 12 TH SOUTH ALG WEST BDY SECTION 12 755.97 FT � Land Detail (Card: 001 of 001) Lirte Use Description Zoning Un)ts Type Price Condition Value 1 0100 5FR OQR4 8,500.00 � $1.65 1.00 $14,025 2 0100 SFR OOR4 2,480.00 � $0.27 1.00 $670 Addittonal Land information Acres 0.25 Tax Area 3�7J;{ FEMA Code � uildi Inf rm " n - Use 01 - Sin le Famil Residentia! Card: 001 of 001 Year Sufit 1976 Sbories 1.0 ExteHor Wail 1 Concrete or Cinder Bfock ExteHor Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Watl 2 None Floaring 1 Carpet Flooring 2 None Fuel Electrlc Heat Forced Air- Ducted A/C Central Baths 1.5 l.lne Description Sq. Feet Re 1.Cost New � 1 BAS 1,256 $49,047 2 360 $4,920 3 F 616 $9 606 4 � 96 $937 E�ctra Feeturea (Card: 001 of 001} Line Descri on Year Units Value 1 WSW 1977 600 $413 ' 2 1987 720 $254 3 UDU-M 1977 1 $87 Sales History Previous Owner BUSH JASON PAUL Month/Year Book/Page e DOR Codf Condition Amount 02/2010 8275/ 0519 Warcanty � Irnproved $89,000 Deed li/2007 7845/ 0320 Warranty Improved $0 Deed 11/2007 7734/0491 Warranty Improved $.L23,000 � Deed , http://appraiser.pascogov.com/search/parcel.aspx?sec=12&twn=26&rng=21&sbb=0260&... 10/19/2012 22-Oct-2912 14:68 WEBLEY FAXTx tagline p.2 Map-Pasco County Property Appraiser Page 1 of 1 Pasco County, Flprida Seetion 12,Townshlp 26, Range 21,0.9 miles NE of 2ephy�hills M►l�e We//S � �` . „�, � Pasco Counfv Pro�ertv Au�raiser � mao �s•u ; , ------,oso.----- ----------- �r�a � �90 � m w oa� --------------- ---------- 1090 t160 � i80 OT6� � �20 � ', When i clic�c on the map: '��' � �+� ' �.�J QUiCk info +�° m60 oaio 00 � C1 Full Info* -+ -------------- ' � ----- - �� Zoom Out 1.5x • ��s� Choose+ Layers: __"" __'__'_"_"_.._.___. _ 460 mro +�to --Parcel Lines(Default) - � °_�� - � --Parcei Labels(AUCOmatic) • q --Street Names(Automatic) �� IOTH.AYENUE .AYENU White Background - °� --Select Additional Layer - ooio --Select Grouping �� oa� oo�i Image S�ze/ Qual)ty: O�OQL700 aoon � mio � (Quality applfes if imagery is selected) Low Qual(ty(Fast/)PEG) �10 °°�o Links of Interest: , , Re ent Sates in this area � � � , Search for nmoertv in Pasro Mao Search 611 Feet MaplOfl 16688704/4521 Street name information is maintalned by the Pasco County BOCC GIS Department. a� $l 3 � ga -ooa� � � �� r�es-�"a- � '��' � c �SS : S e� bGL.G�C. �''�`_ ��^ -' i � � � D`�`` ' _ St d�- Or I��- http://maps.pascogov.com/maps/showmap.asp?Name=PascoMap New&mdi=16b88704... 10/19/2012 ,pasco County Parcel: 12-26-21-0260-01400-0801 001 - Page 1 of 2 . � � (,,, + ^ (", C�� 1, �,�� c� � �� Data Current as Of: Weekly Archive - Saturday, January 12, 201 -� Parcel ID 12-26-21-0260-01400-0801 (Card: 001 of 001) Classification 01 = Single Family Mailing Address Property Value KELLER PAULA J & Ag Land �p COOK JAMES A Land $14,695 5738 CYPRESS ST Building $49,028 ZEPHYRHILLS FL 33542-4472 Physical Address Extra Features ��Zg 5738 CYPRESS ST 7ust Value �64,452 ZEPHYRHILLS FL 33542-4472 Assessed (Non-School Amendment 1) $64,452 Le4al Descriotion (First 4 Lines) COLONY HEIGHTS UNRECORDED PLAT Taxable Value $64,452 PARCELS 79&80 DESC AS COM NW COR SEC 12 TH SOUTH ALG WEST BDY SECTION 12 755.97 Ff Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0100 SFR OOR4 8,500.00 SF $1.65 1.00 $14,025 2 0100 SFR OOR4 2,480.00 SF $0.27 1.00 $670 Additional Land Information Acres 0.25 Tax Area 30ZH FEMA Code �Residential Code ZHLALP4 Buildinq Information - Use O1 - Single Family Residential (Card: 001 of 001) Year Built 1976 Stories 1.0 Exterior Wall i Concrete or Cinder Block 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 Carpet Flooring 2 None Fuel Electric Heat Forced Air- Ducted A/C Central Baths 1.5 Line Description �— Sq. Feet r Repl. Cost New 1 � BAS 1,256 $49,047 2 FSA 360 r— $4,920 3 FGR 616 �— $9,606 4 FOP 96 �— $937 Extra Features (Card: 001 of 001) Line Description Year Units � Value 1 � DWSWC 1977 600 � $390 2 � CLFENCE 1987 720 $254 3 UDU-M 1977 1 $85 Sales History Previous Owner BUSH JASON PAUL Month/Year Book/Page Type DOR Condition� Amount Code 02/2010 8275 / 0519 WDeedtY �� Improved � $89,000 11/2007 7845 / 0320 Warranty ��(— Deed Improved � $0 11/2007 7734 / 0491 Warranty � Improved L $123,000 Deed http://appraiser.pascogov.com/search/parcel.aspx?sec=12&twn=26&rng=21&sbb=02,60&b... 1/18/2013 James Cook Conditional Use Petition Staff Report 1.) Proposal: A conditional use petition has been submitted by Mr. James Cook for property located at 5738 Cypress Street for purposes of constructing a detached 30' by 26' detached garage. Ordinance # 780-01 stipulates that proposed accessory structures that exceed 625 sq ft shall require a conditional use process. The City recently annexed subject property and nearby properties in this general area. The properties have been incorporated whereas the Future Land Use and Zoning will be amended in the future. Staff has consulted with Pasco County Staff over our process and conditional use and they aze in a�reement with the City utilizing our standards/conditions. 2.) Location: The subject property is located at the noi=fh e��t�orner ofti�e intersection of lOth Avenue and Cypress St. 3.) Size: The subject site involves the following parcel of land: Parcel ID #: 12-26-21-0260-01400-0801 (.25 Acre MOL) 4.) Existing Use: Single family residence 5.) Proposed Use: 780 sq ft detached Garage/storage antique vehicles. 6.) Present County Future Land Use Classification: County RES-9 7.) Present County Zoning Category: County R-4 8.) Surrounding Land Uses: • North— Single family residence; • South— 10`�'Avenue/Retention Pond; • East— Single family residence; • West—Cypress St. / Single family residence. 9.) Land Development Code Consistency: A.) Conditional Use Standards (Part 11.10.00): 1.) A conditional use is not permitted as a matter of right. Each petition is reviewed/ assessed/individually to determine if the requested use is appropriate at subject property. A recommendation is determined by the SPRC and then public hearings are held with the Planning Commission and the City Council. 2.) A conditional use is required to be reviewed according to but n.ot limited to the following standards: a.) Will not adversely affect or contribute to the deterioration of quality of life or property values in the immediate neighborhood; - The subject property is situated on a large corner lot and per the survey of this property the owner can achieve a 15' side yard setback with the proposed garage from the eastern neighbor. The subject neighborhood has an established precedence of many of the owners have one and sometimes two accessory structures in their rear yards. Staff does not feel the proposed garage with proposed constructaon as reflected in the submitted rendering will not contribute to deterioration of quality of life and/or reduction in property values in this location. b.) Is consistent with the character and existing land use patterns in the surrounding area; - See reply to 2a above. Additionally, the construction material will be concrete block(same as the primary residence) and painted the same color as their home. The Architectural features such as two garage doors, exterior lighting, side door/window and hip roof also help provide a residential feel to the structure. Staffhas also discussed with the property owner on the height of the proposed garage not to exceed the height of the primary residence. c.) Will not create or excessively increase traffic or parking congestion or otherwise affect public safety; - N/A; d.) Site shall have suitable drainage, access, ingress and egress, off street parking and loading areas; - Staff is not aware of drainage related problems associated with subject property after conduction a site visit; - Parking/accessibility is not a factor with this proposed use. e.) Site shall have or may have screening or buffering to prevent interference with the enjoyment of surrounding areas; - There is a partial existing landscape buffer/screening existing on the eastern property boundary line. The eastern property boundary is the only direction in which this issue comes into play. The applicant is agreeable to planting shrubs along the west side of the proposed structure. Staff feels no additional buffer/screening is necessary. f.) Site shall meet the applicable requirements of the zoning district in which it is located; - If the conditional use is approved, a permit will need to be applied for through the City Building Department addressing requirements to applicable zoning standards/regulations and pemiitting standards. g.) Any existing or proposed signage or lighting will not adversely affect surrounding areas or vehicular traffic; - N/A. h.) Conditional use will not interfere with or adversely affect the health, safety or welfare of the surrounding community area; - N/A; 10.) Miscellaneous: a.) Conditional use petition will be advertised/posted; b.)Notifications to abutting property owners will be sent; c.) $150.00 petition fee submitted. • 11.) Recommendation: The Planning Deparhnent staff recommends approval of the conditional use petition for an accessory structure at 5738 Cypress Street with the following conditions: a.) The holder of a conditional use permit shall be authorized to utilize the site or location of the use only in the manner specified in the written approval and conditions specified therein. Any substantial expansion, alteration or change in the conditional use authorized by the written approval must be reviewed by the City Council in the same manner in which the original conditional use was reviewed; b.)For purpose of this section, an expansion, alteration or change of a conditional use shall be deemed to exist where a substantial modification of any of the standards provided for in condition 11 (a) above, results from activity associated with the conditional use or where a substantial change of circumstances or conditions arises; c.) The conditions and stipulations shall become part of the written approval and must be conformed to or followed by the applicant or any successor in interest; and d.) The conditional use approval shall run with the current ownership and lessee. All future issues related to the subject use and identified by City Staff shall be presented to and satisfactorily addressed by the Owner/lessee; e.) The proposed structure shall comply with rendering submitted and roof height not to exceed the height of the primary residence. SPRC Recommendation: Approval with above special approval conditions Planning Commission Recommendation: �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��((�e ��r-r Date Received: ,3"��j —�3 Site: � � y�,�' S� Permit Type: �v 1� 2-(c (�(�-rGtq� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall e kept with the permit and/or plans. .,---_ ��/ Ka in Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) � . � a>� . ` j PERMIT APPLICATION ^� DRIVEWAY PERMIT APPLICATION CONSTRUCTIOH WITHIN PUBLIC RIGHT-OF-WAY All information must be filled-in completely City of Zephyrhilis 5335 8"'Street, Zephyrhills, FL 33542 Telephone 813.780.0000 Fax 813.780.0005 . .._ �.. . .. . �Dabe of-appikaf�on: - ' , � - �, ',� .'_ �i#:_ . (yrsyaia tor sblr use oNr) ` -. ��PY to 8u117fing.�ti"r�ent ' �Cbpa►;b�Pu'b'lic=WoikS ' PRO�ECT )OB SITE: PROPERTY OWNER Address: � - Name: �� C � � Unit#: Address: G -�S ��i Unit: Parcel Identification Number: Ci State Zi Ze � r , l �f S� �'�-�1 �'2— �� GO— • a Phone: ax: t_ za't—�t�—l�S$� CONTRACTOR: CompenY� C:�. c,c- CE c�t('u-�h'� ��ti.3 c e�, �v.-� Name: p Contrador's License #: c�. y , E-Mail: C � c ^ G' 1-C Phone: _u Cell: 3- i -� Fax: s��-1 ; � m �. c � Qo c�'V� ARCHITEGT/ENGINEER: Name• ��{�p�i� Firm Name: U�.,�r;� �.S'v�� .y��a;Jr,�-ol Address: 'h �� ui� I I c�C-�.y2�.�J�lr.a CitY: �}r.�g State: � Zip:3ZSz S State ucense #: _�'Z ,� Phone• � 4� .��- i-a�S ,S Cell: Fax:3S1 S2�—�Y�� Description of Proiect Iv�BZ,YE�A,1� -��•6` LENGTH OF DRNEWAY CUWERTS NEEDED RESIDENTIAL DRIVEWAY I�WIDTI-I OF DRIVEWAY ( )REINFORCED CONCRETE COMMERCIAL DRIVEWAY EXGVATION ( )CORRUGATED MATERIAL PUBLIC ACCESS DRIVEWAY ..�DE�PTH �SZ- LINEAR FEEf ( )BOX CULVERT ( )OTHER(IXPWN) CONSTRUCTION MATERIAL ASPHALT YES NO �CONCRETE HEADWALL REOUIRED? YES �NO NOTICE TO APPLICAI�T: If actual work exceeds scope of this description,additional permits or drawings will be n�quired. UTILITY LOC/►TIONS REOUIREDs CALL BEFORE YOU DIG: 1.800.432.4770 i Page i of 3 � _ r _ 7 �_� � �ER.MIT APPLICATION UTILTTIES LOCATE CONFIRMATION NUMBER: �ROVIDE SKETCH IN THIS AREA, IF ADDITIONAL SPACE IS REQUIRED, ATTACH TO T'HIS 1PPLICATIOIV. � � ��1 =FIDAVIT: Application is hereby made to obtaln a permit to do work and installations as indicated. I certify that all foregoing formation is accurate and that all work will comply with all applicable codes. I understand these codes shall take precedence over all �proved construction documents,and issuance of this permit is verification that I will notify the property ow�er of Florida Lien Law q.,F.S. 713. The issuance of this permit dces not ensure compliance with deed restrictions and I understand that additional deed restrictions may apply to this property. II work shall comply with the current Fiorida Building Code, Public Works Design Manual and FDOT Design Standards(if applicable). (Public Works Design Manual online link: www.ci.zephyrhills.fl.us/public works.asp) APPLICATION IS VOID UNLESS SIGNED WITH PROPER IDENTIFICATION AND WITNESSED BY A PERMIT TECHNICIAN OR NOTARY PUBLIC. �OTE: The City of Zephyrhilis is not responsible for maintenance or repairs of driveways. Driveways shall not alber/ interfere with existing stormwater treatment and/or aonveyance. tOPERTY O ERS: By signing this app' . I certify that ave read and understand the owner/builder disclosure �tement. � (ple ' � �a \ �"� '��' � 2 � �plicant Print Name t Signatur Date 3- 12-1�j rmit Technician Signature (or)Notary Signature Date �plicant is(�personally known to me or produced �1��L{(_Q,�"ZSQ as identification. (type of identification) "" MIDREA YOI�IG Page 2 of 3 =`i��: 3k, ,r_ MY COMMISSION A DD 949059 �� EXPIRES:January 9,2014 �:'�,pf .•.' Bonded?hN Notaty P�flc Undetwriters I PEitMIT APPLICATION • OFFICE USE ONLY PUBLIC WORKS USE ONLY Concrete (min. 6'� Y N �` W�-�yE«} �� _ p� � Asphalt Base (min. 6'� Y N Asphalt(min. 1�/�'� Y N Length (min, 19� Y N 3<< _ �� Width (10'min-20'max) Y N (6 - ' Existing sidewalk. Y New sidewa�k. Y N ADAcompliant. Y N Wp �['R�� Si ��}L�. � 5°r�tJ Expansion material required. Y N Contiguous parking pad. Y N Triangular flare (31N x 7'L) Y � N Visibility triangle o.k.? Y N Side set back(3'min. R.O.W.) Y N � Plan Review Fee Additional descxi on of worlc as defined b Public Wor�cs Direc�or and or desi nee: r s a-c,v v T �5`P�[.T �O'� �. C � T � G 0 W ` -� N� C 1�5 '� �OT 7� �ocv � _ w�7�/1v F�. Permit application approved by: . - - __ Date: L , Fag� � of 3 s. _ .Y " ++w5.,.r'ysc � ,, . ' , � 3: � � �,,r+,� � � � ¢, • i 34''"=�� n��F f �� ' � ,�;tV��' yl If £ � r � ��`�` .v -�� _ , °-�`'� - _ T ` ` ` .:;�' �� . 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' . : {�� /� C J ...f P . . . h'� n<.! � '�+w`�� ' ' � '�" ��.• �' � 4 # r _ ..� .. . �� a Y � ,r . . . ' � • . ,: , ^+ . . ° � *,.. � � r" r , �'r � * �� }� n�M�t ��'*1# * � ' � +� ' ,. An[� ','� '� '� 4 . . � }� 'f V.� � �< �lj . iA ��''��'* P,�Eg'<:r^ .,y:,� ".��. .{ � # - �.... �� 4� - £ fi. i F h_ ��, � �f� ..�+ � . ^J� �!z _ " ` . � �� ',t� _1t ,p 3"'�- �" � . �� . �r ��y4' ks s'4="',�$' �S�'' ��`t„��'.'�' Jacqueline Boges To: Shane LeBlanc Subject: DRIVEWAY APPLICATION Application for drive for address 5738 Cypress St in your box for review. Jackie Boges (ext 3513) What Greater love can a man give...... �,,o ; ��c1Ll E �Ml. �ik-q�9� C�E�. `� GOUD -'CO- C�o�( ��1t, i � �!III!illllllllllil!�ilillllillull�lllfi!!IIIIIIIIIIIIHIIII 2�31304556T PermilNo. � ParcdlDNo�'"�-_��" �)��n•' b+�� ''�� NOTICE OF COMMENCEMFNT State o( �e CL 11.G Courrty o( 1 U,S�,� , _ � THE LlNUERSIGNED hereby gives notic�that improvement wiA be made to certain real pruy�:rty,anA in accordance wilh Chapter 713,florida Statules, the toAowing irAormation is provided in(hia Notice ot Commencement 1 pescnption of Property: Parcel IderAification No.�1-`�.4;-�.�-��n_�_��1-�'Cl 0 " `V�� Stroet Addresc. S�3 s� �%� P r QSS S-( Z e�j,_.�_�Il.s�,FL 33 S '-/�- — `'� y 7 Z 2. General Desctiption ot ImprovemeM /�� / 30� X],(,� .N1 u� U.��1 r��'�^�"'t�-- J'u-r��e-� iY� �uc.K -�,:�r'� � 3. Owner Infwmalion or Lessee infoRnation it the Lereee coMraded for the improvement: _______ _ �1�u{,.�a J I�r-e I I e� u.f,cJl J"u r�Ks f� C-��t __— Name � Address 5�3�/�T�� S7 --- CIi��(h!1�S —.___ State Interest in Property: V W,�i'1 -_° _ ,�___' _ Name ot Fce Simple Titleholder. � — ____� Qf diffaent hom Ovmer listed abcve) {� � � �; State 4. Contractor' �.L�,yy(L� L.._!�.��tnC'C- LD��I��'l��t,_St('4�l eJ -FC�C. Name _3310 DT�w. �c�I __ Le r I�l�I s �-L. Add�ess rI/ Crty • State Contractor'c 7dephone No. �1[�-��-�'�" `'l 7 p � 5. Surety: /�i�i- — — ---- .---�_ Name AC�A/G66 C:ty State Amount of Bond: $ /v� _ Ttlepho�e No. _� 6. I.ender ��_ ��_ _ .,_ Name Address � —' - �rty.-__.---------- Sta!e Lender's Telephone No.. ,� .___ 7 Persons within the State of Fhrida decignated t�y the owner uFon wVwm iatixc cr nther documeMs nsay be cerved ae provided by Gv� • * * Sedion 713.13(7)(a)('7),Florida Statutes: — /�� --- --- ------' -•— y,1� • • * ��ame Addross Gry� State �7 •• ��+ S� TNephone Numbu of Designated Persan: , ---_—.,— --- O • � �^ • � 8. Ir�addition to himself,the owner deeignates __��_ _.^_ _ af__ 7 • `�� to receive a copy af the Lienor's Nutice as provided in Section 713.13(1)(b),Florida Stahrtrs. �`� Telephona Num6er ef Percoo or Enuty�eesignated hy Owner __ ,� _= r � �� a 9. Expration date of Notice ot Cammencemr.rt(the eMbretion date may no�ba hefore the cumpletioti of wrc;huc:ian and final paymerrt to the � � contreda,but will be one year trom the date of recording uNess a differerd date is s�ncifiedl. _ * •* * WARNING TC)OWNER: A.VY PAYMENTS MADE HY Tt�E OWtJER AFTcR 7H[EYJ%IR4TION OF'fltiF NOTICE QF COMMENCEMENT P,RE CONSI[�ERE� IMFROPEf� PAYMENTS UNDER CHAi'TFR 713, PART 1 5ECT1L1�7 7S3J,, FLnRIDA STATUTES, AN� CAN Y RESl1LT IN YOUR PAYING TNACE FQR IMPRGVEftAENTF, T6 YOUR PR:i?�R1Y. A NOf1�E 6F COMMENCEMENT INUST BE � Z V �' w f1ECORDEU AND PbSTED QN THE JOB SiTE,bEFnRE THE FlkST INSPEC'�7C'L G YOU INTF:ND TC 05TAIN FINANCING,GONSULT WITH YOUR LENOER OR AN ATTOP.NEY$EFORE GOM�I.F-NCIkG'vVOF;<C1Z;�:;CDRD�iJG YOVR NOTICE OP COMMENCEP.1�NT O � lLLL � U UnAer perafty of perjury,I derlare thai I hsve raad the fo- i��cf commer�:Pmen a��ha��hr f�ctc stated t'�erei�ara true to the 6est N Z U O ~ � � �f my knowledpc ana 6clieL �_ �\\ a � O = ¢ N � � STATE nF FLORIDA � �� -•��_�_�. W � F- W �" W COUNTV OF PAS ��_�-_� 't- .__ - O � = Z J � � ANDRFAYOUNG Signat a�ut Owncr cr LeE<• o�(hvn.:r's or 1 ecsce'c Aidtwrized � � Q Q O �.� MYCGMMISSIONtDD94 � irectalPaltpadAtanaq } u' � � U U exaiaes:.�nue s,zou '��`�,..� �" w �+;t��,• e�aee rnr�r�a.y v�wa.�xen ��=�_.�.° - = I-=— � � � �S �-- Signatory's Ti�lr/J/5te -- V � 'fhe forearnng instrumeM wac aclmowledr�ed betore me this�day of�A'(�,20�,yj r.y '! �.�r�� DK- _ . v a o � o �- �*�� ,, = c.� UZ � as_�_Cl-e�� (type uf authori`Y,e.9.,ufficer,tnietee,atlorrey in tacl)tor Q �' I- _1 Q �� n�,r.u{�1 parly on hr.ha.1 of wYn�m i,ictrumeM was executed;. � l}i. W � � � � Z O J Personally Y.nown(�6R Radxed Identifiut:on[Y' t.o:ary Rignat - � Z O ��O = Q W c�.�, Z Typ�of Id_ntification Produced �1J C�V.��(.d2-1"1�- !Jame(Prnti._.��Y�� ` :- , � � Q�O� � a;:,�t:z�aaaa� s�gz: i0.ea Ot— z � cn ' D5:_0.Fi0 TT: 0.E0 � u9 Q� w g �3/?3/;3�C. Miner, Dply Clerk F- � - Z � . , iQ- S�Z ~ Q �- PHIq_H 5 0'NEII,Fti D PRcCO CLERK 6 GOMPTROlLEP (�, �j�- O� �- � r7:/aJ�l�,� 11:9�As1fA 1 Nf�g1 . � OR Bri ��`!� �G J�� Site Plan Review Minutes—January 23, 2013 (Page 2) Discussion Shane will drop off cones on Friday afternoon with the agreement they will block off the entire block. 4. Petition for Conditional Use submitted by Jim Cook for property located at 5738 Cypress Street proposing to construct an accessory structure(File No. 24-12-CU)—APPROVED with special approval conditions Discussion • Verified that the accessory structure will meet the required 15'set-backs on the East and South sides of his property. Staff explained that he will have to meet with the Building Dept for a permit to build a drive-way with egress on 10�'Avenue. • After meeting with the builder, Mr. Cook requested to change the style of his roof to Gable and no one objected. Conditions Mr. Vande Berg read the following conditions into the record. The Planning,Department staff recommends approval of the conditional use petition for an accessory structure at 5738 Cypress Street with the following conditions: • The holder of a conditional use permit shall be authorized to utilize the site or location of the use only in the manner specified in the written approval and conditions specified therein. Any substantial expansion, alteration or change in the conditional use authorired by the written approval must be reviewed by the City Council in the same manner in which the original conditional use was reviewed: • For purpose of this section, an expansion, alteration or change of a conditional use shall be deemed to exist where a substantial modification of any of the standards provided for in condition 11 (a) above, results from activity associated with the conditional use or where a substantial change of circumstances or condition arises; • The conditions and stipulations shall become part of the written approval. and must be conformed to or followed by the applicant or any successor in interest; and • The proposed garage shall be constructed with a gable roof, side door and window, two garage doors, decorative exterior lighting with landscaping along the west side of the garage and the roof height not to exceed the height of the primary residence. ° RZ 0 o c �o rn 0 mO�Op r1l N r Y �d -n � T . woo rvopz o C r� D �� N � r*1 AI b k� t m 0 O Z 0°02 �-`22y z a� z p A c °o � o mryyo c�czn�� gzA = z k s W�O A a �tgo � r v� oo�c _ 4R �z s�� z Za zo 0 ry m N N I N n o C) Z rn OTT p C0 W_ M w�RN L tvp��C y zi v W w ® rl v N 00 GVj N O VJ ® ti �y 0 0' o L o m z _ _ m O ? 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UNLESS ❑THERIWSIE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 220, TYPE I, OR @ 20 SQFT 21 3 /-3&O @ 20 SQFT 21 3 / -59 3 POUR HEIGHT EXCEEDS 5'. PLACE ALL MASONRY [N RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE il. LHCE @ 20 SQFT _21,3 /-892 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION @ 50 SQFT i8,5 / -34.6 @ 50 SQFT 18,5 / -52.5 PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM EF 3/4 INCH INTO THE ROOF SHEATHING. @ 50 SQFT 18.5 / -81,0 P _CAST $� PRE - STRESSED LINTELS RE @ 100 SQFT 16,5 / -33,6 @ 100 SQFT 16,5 / -47 3 1. TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS @ 100 SQFT 16.5/-74.8 SHINGLE OR TWIO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF bR M PA 3 WATER - FLOW RATE (WALLS) FIBERGLASS SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) -DC 107 -95. PUBLIC FACILITIES 05 G.P,M RESERVES THE RIGHT T❑ MAKE ANY CHANGES AFTER SUCH INF ❑RMATIDN HAS BEEN PROVIDED FDR REVIEW PROTECTION AGAINST TERMITES PRIVATE FACILITIES 2.2 G.PM CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED C❑ 8318 SHOWER HEADS 2,5 G.P.M. IT IS ALLOWED FOR WATER ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE Termite pprotection slhall be provided by registered termiticides, including soil applied pesticides, baiting systems, N 4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, R INTERIOR AND THE HOME. (PVC IS ALLOWED FO I P NTRY'� CAR E ZONE 4 SUPPLY LINES OUTSIDE OF SIZE SULLY LINE FOR A HOME IS 3/4 ', SI 1, DIMENSIONED LUMBER SHALL BE DRESSED SRS, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S preventative treatment to new construction (see Section 202, Registered Termlticlde) Upon completion of the ZONE 5 ASSOCIATI ❑N. application of the termite protective treatment, a certificate of compliance shall be Issued to the building 'The S T R U C T U R A I- DESIGN CRITERIA LUMBER SHALL BE SOUND SEASONED AND FREE FROM WARP. department by the licensed pest control company contains the following statement building has received a AREAS LIVE LOADS DEAD LOADS 3,ALL BEAMS AND 'HEADERS SHALL BE SOUTHERN YELLOW PINE CSYPJ N❑. 2 GRADE OR BETTER, 3 ALL STRUCTURAL BE complete treatment ffor the prevention of subterranean termites, Treatment is In accordance with rules and @ 10 SQFT 40.5 / -43 9 40 sf 10 sf BALCONIES p P SHINGLE ROOF 20 psf 10 psf @ 10 SQFT 40,5/-54,2 = 00 PSI E 1,600,0 foundation perimeter shall be done after all excavation, backfltling and compaction is complete 25 sf 15 sf TILE ROOF p P r THE FOLLO v ING S HALL COMPLY WITH THE 2010 FBC! 1'G MAXIMUM MOISTURE CONTENT FRAMING LUMBER SHALL BE #2 APRUCE- PINE -FUR OR BETTER 8318.12 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil formed. 1, PORCHES AND BALCONIES - FBC -R CHAPTER 3 @ 20 SQFT 38,7/ -42,1 4, ALL LUMBER IN CONTACT WITH MAS ❑NRY DR CONCRETE SHALL BE PRESSURE TREATED LUMBER SHALL BE I MPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH @ 20 SQFT 38,7/-5O 5 ENCLASED A REUIRED TO BE A MINIMUM ❑F 36" HIGH FOR HAVE A GUARDRAIL GUARDRAILS RE ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE 6. SHEATHING FOR D plastic or metal perrmanently placed forms of sufficient depth to eliminate any planned soil disturbance after SHALL T H THAT DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PAT ERN SUC ALL RODE SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' D.C.) La 4' O.C. 2 PANEL EDGES, @ 50 SQFT 3&2/-39,7 8318.14 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with @ 50 SQFT 36,2/-45,7 _ 6. EGRESS WINDOWS SECTION R311 APP DYED FDR EMERGENCY EGRESS, THE HAVE AT LEAST ONE WIND ❑W R INTERMEDIATE, FLOORING MATERIAL TD BE 3/4' T &G PLYWEOD, NAILED AND GLUED TO FLOOR JOISTS FLOOR NAIL placement, retrentment required, work, placement treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or ALL BEDROOMS SHALL MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLEOR, THE CLEAR 8. ALL WITH 1i NAILS AT 3' O.C, AT PANEL EDGES, 6' O.C. IN THE FIELD, STAGGER NAILS AT 2' O C AT disturbing treated soil. PENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20 AND THE NET CLEAR OPENING AREA E STORY WINDOW FOR A SECOND S 0 FT E BUTT ENDS OF PLYW ❑OD SHEATHING, FLOOR ❑R ROOF JOISTS AT 8' -0' MAXIMUM, INSTALL BLOCKING IN ALL (2X) FL R318.1.5 If soli treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated IS 5 SQ, FT. FOR GROUND FLOOR WINDOW AND 5,7 SQ� 9. INSTALL BRIDGING IN ALL AND PARTITIONS OVER 9' -0' @ MID - HEIGHT, BRACE GABLE END WALLS AT 4' -0' D.C. along the exterior f2ourdation perimeter shall be removed prior to exterior chemical soil treatment, to enhance 34 4 -42 1 vertical penetration of the chemicals. R3181 6 WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND 10, ALL NAILING AND BOLTING SHALL REQUIREMENTS, ALL NAILS EXPOSED TD THE EXTERIOR SHALL BE GALVANIZED. If soil treatment is used for subterranean termite prevention, chemical soli treatments shalt also be applied �- a �_•- -- - � a 4- I i 6 �J1 ---- -02-------- - - - - -0 -----' 3 d T I II I I I II I I I I I I II I I i I I I 02! (D 01 120 I I I I I I I i I I I I d 01 - - -- �2 -------- - - - -�2 -- - - -��3 i I I d T- a -- -- a �-J_ �- a d J_ d T- -v _..i a -.i a f, d E 0 OO :C1 d 0 0 J' a �- � a 03 03 02 03 ,J _- - � � El � El � E O O 1 02 _❑ � � � � 3 d _ -tt- '1a � _�_ @ 100 SQFT 34,41-31,8 @ 100 SQFT , / 500 SQFT 30 2 / -33 6 FLAT R ❑ ❑FS :GABLE ROOFS GABLE ROOFS 0 < 7° 7 °< 0 < 45° @ 500 SQFT 30.2 / -33,6 @ I I l0EA1C7)?E0F FASTB4F" - Cls:lcshryjef, local 13Ci21j2' -'1�� RGOFING (FIBERGLASS SHINGLES) CODES' 9 WHEN A FOUNDATION DOWEL DOES NET LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED 1 THE INSTALLATIENi OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIENS IF FRC 8905 2. FIBERGLASS SHINGILES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS : apples X11,' MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL REINFORCEMENT. 3. UNLESS ❑THERIWSIE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 220, TYPE I, OR FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2010 EDITION, ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL EACH GROUT POUR WHEN THE ASTM D 4869, TYPE 1. TYP 5 -B CONSTRUCTION E REQUIREMENTS FAR REINFORCED CONCRETE CACI 318 -02) 10 CLEANAUTS SHALL BE PROVIDED IN THE BOTTOM COURSE ❑F MAS ❑NRY IN PROVIDE 4 'X4' OBSERVATION HOLE T❑ VERIFY CONCRETE GROUT PLACEMENT 4 SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET, SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET BUILDING C ❑DE SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) POUR HEIGHT EXCEEDS 5'. PLACE ALL MASONRY [N RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE il. LHCE SHALL COMPLY 41TH ASTM D 1970, 5, FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530 -02) S ELL MORTAR BEDDING, HDRIZONATL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES ❑F PIERS, 225 OR ASTM D 3462, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS, SHOWN TO 6. FASTENERS FOR F IBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER PLYWOOD DESIGN SPECIFICATION APA L T SHALL PERFORM THEIR WORK IN GENERAL CONTRACTOR AND SUBCANTRAC DRS 12, PROVIDE 8'X8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASENARY OPENINGS NOT HAVE A STRUCTURAL BEAM, MINIMUM END BEARING 8' (MINIMUM CAPICITY OF 1000 PLF,) MINIMUM ROOFING NAILS MINIMUM 12 GAUGE (0.105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD, OF A LENGTH TO ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE V METAL CAVITY CAPS, 6" WIRE MESH, OR DUR -O -STOP BY DUR -A -WALL, INC, WHERE REQUIRED 13�PRD PROVIDE PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM EF 3/4 INCH INTO THE ROOF SHEATHING. TECHINCAL CODES SHALL APPLY: TO RETAIN GROUT IN VERTICAL CELLS, THE CORROSION RESISTANCE OF NAILS NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL. PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND P _CAST $� PRE - STRESSED LINTELS RE THE CORROSION RESISTANCE OF CLIPS SHALL MEET ASTM A153, WHERE THE ROOF SHEATHING IS LESS LATEST EDITION NATIONAL ELECTRICAL CODES (NFPA 70). T MP❑NENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S PRE -CAST AND PRE - STRESSED C❑NCRE E C❑ THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING, - 2010 CODE ❑RDINACE 92 -19 APPENDIX "J' TO FBC PLUMBING SPECIFICATI ❑NS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ❑N DESIGN ALLOWABLE 7. FLASHING MADE FfROM METAL SHALL BE CORROSION RESISTANT AND SHALL BE NOT LESS THAN 26 GAGE. THAN FOUR FASTENERS PER STRIP 1. TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER ENGINEER OF RECORD MUST PROVIDE IN WRITING 8, FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS A MEUNT WATER CLOSET VOLUME - 3.5 GALLONS 2. WALL MANUFACTURER, ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS ANY CHANGE IN LINTEL MANU C SHINGLE OR TWIO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF bR M PA 3 WATER - FLOW RATE MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FDR APPROVAL ENGINEER OF RECORD FIBERGLASS SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) -DC 107 -95. PUBLIC FACILITIES 05 G.P,M RESERVES THE RIGHT T❑ MAKE ANY CHANGES AFTER SUCH INF ❑RMATIDN HAS BEEN PROVIDED FDR REVIEW PROTECTION AGAINST TERMITES PRIVATE FACILITIES 2.2 G.PM CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED C❑ 8318 SHOWER HEADS 2,5 G.P.M. IT IS ALLOWED FOR WATER ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE Termite pprotection slhall be provided by registered termiticides, including soil applied pesticides, baiting systems, N 4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, R INTERIOR AND THE HOME. (PVC IS ALLOWED FO I P NTRY'� CAR E and es Icides a erd to wood, or other a roved methods of termite rotectlon labeled for use as a p t' Ppl pp p SUPPLY LINES OUTSIDE OF SIZE SULLY LINE FOR A HOME IS 3/4 ', SI 1, DIMENSIONED LUMBER SHALL BE DRESSED SRS, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S preventative treatment to new construction (see Section 202, Registered Termlticlde) Upon completion of the EXTERIOR USE. THE MINIMUM ASSOCIATI ❑N. application of the termite protective treatment, a certificate of compliance shall be Issued to the building 'The S T R U C T U R A I- DESIGN CRITERIA LUMBER SHALL BE SOUND SEASONED AND FREE FROM WARP. department by the licensed pest control company contains the following statement building has received a AREAS LIVE LOADS DEAD LOADS 3,ALL BEAMS AND 'HEADERS SHALL BE SOUTHERN YELLOW PINE CSYPJ N❑. 2 GRADE OR BETTER, 3 ALL STRUCTURAL BE complete treatment ffor the prevention of subterranean termites, Treatment is In accordance with rules and DWELLING 40 psf 10 psf WITH SINGLE MEMBER (UNFACTDRED) STRESSES AS FOLLOWS: laws established by tthe Florida Department of Agriculture and Consumer Services' 40 sf 10 sf BALCONIES p P SHINGLE ROOF 20 psf 10 psf Fv 90 PSI Fc = 975 PSI If soil treatment used for subterranean termite prevention, the initial chemical soli treatment Inside the BUILT -UP ROOF 20 psf 10 psf = 00 PSI E 1,600,0 foundation perimeter shall be done after all excavation, backfltling and compaction is complete 25 sf 15 sf TILE ROOF p P r THE FOLLO v ING S HALL COMPLY WITH THE 2010 FBC! 1'G MAXIMUM MOISTURE CONTENT FRAMING LUMBER SHALL BE #2 APRUCE- PINE -FUR OR BETTER 8318.12 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil formed. 1, PORCHES AND BALCONIES - FBC -R CHAPTER 3 INTERIOR NDN -LOAD BEARING WALLS MAY BE UTILITY GRADE treatment shall be r ^etreated with a chemical soil treatment, including spaces boxed or 2, HANDRAILS - SECTION R311,77 4, ALL LUMBER IN CONTACT WITH MAS ❑NRY DR CONCRETE SHALL BE PRESSURE TREATED LUMBER SHALL BE I MPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH 8318.13 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed 3, GUARDRAILS - SECTION 8312 A TRUCTURES IF MORE THAN 30' ABOVE GRADE ALL PORCHES, DECKS AND SIMILAR S S�PRESSURE TREATED TT-W-571 AN BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP -2, F.S. TT W 571 D for the subsequent Installation of plumbing traps, drains or any other, purpose shall be created by using ENCLASED A REUIRED TO BE A MINIMUM ❑F 36" HIGH FOR HAVE A GUARDRAIL GUARDRAILS RE ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE 6. SHEATHING FOR D plastic or metal perrmanently placed forms of sufficient depth to eliminate any planned soil disturbance after SHALL T H THAT DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PAT ERN SUC ALL RODE SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' D.C.) La 4' O.C. 2 PANEL EDGES, initial chemical sort treatment. A 4' DIAMETER SPHERE CANNOT PASS 7 NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS T FOR 1/2' SHEATHING OR LESS NAILING FOR STRUCTURALLY APPROVED E, 8318.14 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with _ 4. STAIRS SECTION 8311.7 5. CHIMNEY & FIREPLACE - FBC -R CHAPTER 11 AND IT ❑T INTERMEDIATE, WALDIA AN 6 O C, ARCHITECTURAL WALL PANELS (1/4' +) SHALL BE 6d COMMON @ 4" D.C. AT PANEL EDGES, D retarder to rotect against rainfall dilution. If rainfall occurs before vapor retarder a minimum 6 mil vapor p g l n after chemical is Any including of reinforcing steel, do re a to _ 6. EGRESS WINDOWS SECTION R311 APP DYED FDR EMERGENCY EGRESS, THE HAVE AT LEAST ONE WIND ❑W R INTERMEDIATE, FLOORING MATERIAL TD BE 3/4' T &G PLYWEOD, NAILED AND GLUED TO FLOOR JOISTS FLOOR NAIL placement, retrentment required, work, placement treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or ALL BEDROOMS SHALL MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLEOR, THE CLEAR 8. ALL WITH 1i NAILS AT 3' O.C, AT PANEL EDGES, 6' O.C. IN THE FIELD, STAGGER NAILS AT 2' O C AT disturbing treated soil. PENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20 AND THE NET CLEAR OPENING AREA E STORY WINDOW FOR A SECOND S 0 FT E BUTT ENDS OF PLYW ❑OD SHEATHING, FLOOR ❑R ROOF JOISTS AT 8' -0' MAXIMUM, INSTALL BLOCKING IN ALL (2X) FL R318.1.5 If soli treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated IS 5 SQ, FT. FOR GROUND FLOOR WINDOW AND 5,7 SQ� 9. INSTALL BRIDGING IN ALL AND PARTITIONS OVER 9' -0' @ MID - HEIGHT, BRACE GABLE END WALLS AT 4' -0' D.C. along the exterior f2ourdation perimeter shall be removed prior to exterior chemical soil treatment, to enhance -r uE-NERAL NOTES WINDOW AND DEDR MANUFACTURERS TD PROVIDE CERTIFICATION /RATING THAT THEIR WINDOWS AND ODORS BEARING WALLS WHERE WALL FRAMING IS NOT CDNTINU ❑US FROM FOUNDATION TO RODE, COMPLY WITH AMERICAN INSTITUTE AF TIMBER CDNSTRUCTI ❑N vertical penetration of the chemicals. R3181 6 WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND 10, ALL NAILING AND BOLTING SHALL REQUIREMENTS, ALL NAILS EXPOSED TD THE EXTERIOR SHALL BE GALVANIZED. If soil treatment is used for subterranean termite prevention, chemical soli treatments shalt also be applied PRODUCTS, N TALLATION INFORMATION WITH THEIR PRODUCTS PRESSURE AND PR ❑VIDE I S MFGR AND HAVE 11. ALL CO NNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO. OR under, all exterior cconcrete or grade within 1 foot <305 mm> of the primary structure s dewalls, Also, a vertical CONTRACTOR TO INSTALL WINDOWS AND D ❑ORS ACCORDING TO INSTRUCTIONS SUPPLIED BY THE H TS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL, EQUIVALENT. SUBMIT CUT S EE chemical barrier shalll be applied promptly after construction Is completed, including Initial landscaping and T ) N SITE AT THE TIME OF INSPECTION FOR REVIEW/ BY MANUFACTURERS SPECIFICATIONS (CUT SHOE S O NAIL HOLES SHALL BE FILLED DR AS PRESCRIBED BY THE MANUFACTURER irrigation /sprinkler irnstnUatlon. Any soli disturbed after the chemical vertical barrier is a lied shall e pP BUILDING INSPECTOR ALL HURRICANE CLIPS STRAPS AND FASTENERS ARE TD BE APPLIED ACCORDING T❑ THE FASTENERS L ALL 12 PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TDP ❑F ALL LOAD BEARING STUD - BEARING DOUBLE PLATES AT LEAST 4' 0 ', 2X4 SILL PLATES FOR BE promptly retreated. 8318.1.7 H AND MANUFACTURERS SPECIFICATIENS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER SC EDULE WALL , STAGGER END JOINTS IN SHALL BE BOLTED T❑ FOUNDATION AT A MAXIMUM OF 4'-0' O C, If a registered term�liticide formulated and registered as a bait system is used for subterranean termite F TH CONNECTORS SHOWN, SUPPLIER MAY BE USED IN PLACE D E OF VARIOUS WALL P NINGS AND AT A FARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL O E 13 LOAD B Sections R3201.1 through R3201,6 do not apply; however, a signed contract assuring the installation, prevention, Secto s g 9 TH STRUCTURAL INTEGRITY ❑F THE STRUCTURE DEPENDS UPON THE INTERACTION E TEMPORARY SUPPORTS T A WALL PANEL JOINTS STUDS SHALL BE TRIPLED AT ALL STRUCTURALLY APPROVED ARCHITEC UR L maintenance and moniitoring of the baiting system for a minimum of five years from the Issue of the certificate ADEQUATE B CONNECTED COMPONENTS, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER CORNERS, of occupancy shall boa provided to the buildin official prior to the pouring of the slab, and the system must g hose Y EMPLOYE THE WORK, AS REQUIRED TO SAFEL C OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE DN PLANS, 14, WORD LINTELS D E A be installed prior tot final building approval, If the baiting system directions for use require a moni orin p pp y q monitoring p ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED WITH CONTINU ❑US 3 \4' PLYWOOD FILLER CUT TO FULL DEPTH ❑F BEAM BETWEEN 2x MEMBERS. prior to installation of the pesticide active ingredient, the Installation of the monitoring phase components ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS ALL WINDOWS WITHIN 24' OF ODORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF FLR TO BE TEMPERED TIMBER MATERIALS: shall be deemed to czonstitute installation of the system, SMOKE ALARM`S 8314 i GLASS, (FBC R308) ACCESS OPENING SHALL BE A MINIMUM [IF 22" X 36 ', ACCESS IS NOT REQUIRED FOR ATTICS WITH A ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE R3141 Smoke atarrls ATTIC CLEAR HEIGHT OF LESS THAN 24 INCHES. IF USED FOR STORAGE, ALL A TICS MUST HAVE AT LEAST 1 (❑R BETTER), EXTERI ❑R AND INTERIOR LEAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER). ALL BE Smoke alarms shall kbe installed in the following locations T LLED AT THE P ❑INT DF ENTRY, ALL E_ECTRICAL WIRING INSTALLED LIGHT INSTALLED THAT IS CAN RD 8807) OTHER STUDS SHALL BE 'STUD GRADE SPRUCE SPACE 16 OC ALL SPLICES AT TOP PLATE MUST WALLS S HALL BE CONSTRUCTED WITH 1. In each sleeping ,room 2. Outside each sepoarate sleeping area In the immediate vicinity of the bedrooms ( F THE ATTIC ENTRY SHOULD BE PROTECTED BY GUARD STRIPS. (FBC WITHIN 6 FT D A AND HORIZONTAL CONCEALED DRAFT OFF ALL VERTICAL MINIMUM 4' -0" AND NAILED 4' D.C. W/ 12d COMMON NAILS. EXTERIOR 112' PLYWOOD OR 7/16" ❑ S.B (2 -M -W RATING) NAILED WITH 8d NAILS SPACED AT 3" O.C. ALONG ALL 3. On each additioncat story of the dwelling, including basements but not including crawl spaces and SHALL BE PROVIDED TO CUT FIRE-STOPPING EILING COVE CEILINGS, BETWEEN STAIR AS CONCEALED SPACES IN SOFFITS, DROP C HORIZONTAL JOINTS AND EDGES, 6' D.C. ALONG ALL VERTICAL JOINTS AND EDGES AND 12' D.C. ALONG ALL uninhabitable attiks. In dwellings or dwelling units with split levels and without an intervenin door, OPENINGS SUCH T M AND OPENINGS AROUND VENTS AND PIPES. FIRESTOPPING, IF OF W❑OD, STRINGERS AT THE TDP AND BDT O INTERMEDIATE STUDS, ALL OPENINGS 5' -0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS between the adjoacent levels, a smoke alarm installed on the upper level shall suffice for he adjacent level, SHALL CONSIST OF 2 -INCH N MIMAL WOOD OR 2 THICKNESS ❑F 1 -INCH NOMINAL WOOD. O WITH SIMPSON LSTA24 STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS To 2X4 42 SPRUCE OR lower level provlcded that the lower level is less than one full story below the upper is required to be installed within an Individual dwelling unit the alarm T PEN DI RECTLY INTO BEDROOMS, ENTRY DDDRS LOCATED IN GARAGES SHALL ND ❑ B SHEATHING DOES NOT FOUNDATION WITH SIMPSON HTT16 TENSION TIE, INTERIOR STUD WALLS TO BE OF SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS When more than onEe smoke alarm devices shall be interconnected in such a manner that the actuation of one alarm wit activate all of the A REQUIRED ❑N ALL TRUSSES AND RAFTERS, IF PLYWOOD OR OS RICAN CLIPS RE BOTH TOP PLATES, BETTER WITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND MAXIMUM 24' D.C. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO alarms in the individual unit, The alarm shall be clearly audible in all bedrooms over background noise levels OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER OVER A.C. AT PLYWOOD OR OSB COVERING ENTIRE EXTERIOR ❑F HOME WITH NAILS SPACED 3 SPACED HAVE MIN R -11 INSULATI ❑N ANCHOR WEDD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20B with oil Intervening doors closed All smoke alarms shall be listed and installed in accordance with the UPLIFT PROTECTION 6' O C ON EDGES AND THE REMAINDER AT 12' O.C. OR PLAYWDOD OR ❑SB AT CORNERS, TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION (BUILDING CORNERS), pprovisions of this code and the household fire warning equipment provisions of NFPA 72. TOP AND BOTTOM, WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC AT TOP AND BOTTOM, TRUSSES 83131.1 Alterations, repairs and additions, When interior altercations, repairs or additions requiring a permit occur, or when one or more sleeping rooms T WORK; SITE 1. THIS SECTION DEFINES PRE- ENGINNERE D, PREFABRICATED, METAL PLATE CONNECTED W ❑DD ROOF AND are added or creatteF in existing dwellings, the individual dwelling unit shalt provided with smoke alarms DESIGN IS BASED ❑N ALL ALLOWABLE SOIL PRESSURE DF 2000 PSF SHOULD FIELD CONDITIONS IMMEDIATELY NOTIFY FLOOR TRUSSES AS 'WOOD TRUSSES', ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND /❑R ENGINEER SHALL c located as requlrecdfor new dwellings; the smoke alarms shall be interconnected and hard wired. INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED T❑ 95/. ,.TRUSS LAYOUTS SHOWN ON PLANS BE RESPONSIBLE FOR THE DESIGN AND SPACING EF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS Exceptions 1. Smoke alarms in e-xisting areas shall not be required to be Interconnected and hard wired where the CONTRACTOR, OPTIMUM DENSI TY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) T❑ THE BUILDER F ❑R APPROVAL, IN A CODE APPROVED THIRD PARTY QUALITY alterations or repoairs do not result in the removal of interior wall or ceiling finishes exposing e for hard SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOIL S LAB PRIOR TO PEURING CONCRETE OF LDDSE OR WET THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE 3 E 'QUALITY CONTROL INSPECTION PROGRAM' structure, unless tthere is an attic, crawl space, or basement available which could provide access HA L BE NEAT EXCAVATED WHERE PASSIBLE WITH SIDES AND TDP EDGES FREE FOOTINGS S L CUT WITH ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S wiring and interconnection without the removal of interior finishes, MATERIALS. WHERE NEAT EXCAVATION IS NOT PASSIBLE, FOOTINGS EXCAVATED SHALL BE OPEN TD OR EQUIVALENT, FDR ALL LOADS LIVE, DEAD AND 2. Repairs to the exterior surfaces of dwellings are exempt from the requirements of this section, EDGES FARMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM BE CLEAN AND DRY WITH ALL LDASE 4,WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC, 1606, 8314.2 Power, source h it In wiring their Prom the bud TOP FOOTING WITH SELECT FILL, THE BOTTOM EXCAVATION SHALL M NT FDR TERMITES. FA PROVIDE SOIL TREAT E FLAT BEARING SURFACE, CONCENTRATED LOADS, FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT 5 REFER TO THE L In new constructiom, the required smoke alarms shall receive primary power g g is from a commercial source, and when primary power is interrupted, shall receive MATERIAL REMOVED FOR AN ESSENTIALLY RI EM F ❑U N DA T I O N INSPECT IONS SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND when such wiring served power from a batte=ry, Wiring shall be permanent and without a disconnecting switch other than those be battery PY F THE SURVEY SHALL BE ❑N SITE FOR THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A CD ❑ FROM VAULT DETAILS, CEILING FOLLOWING 6. WDDD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TD, THE DLL re uire- for overcturrent protection, Smoke alarms shall be permitted to operated when in buildings without commercial power or in buildings that undergo alterations, repairs or additions BUILDING INSPECTORS USE, ER ALL PR❑PERT Y MARKERS SHALL BE EXPOSED AND A STRING STRECHED INFORMATION ins ailed regulated by Sectlo)n 8313.1.1. MARKER TO MARKER T❑ VERIFY REQUIRED SETBACKS A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES, VALLEY AND CONVENTIONAL FRAMING MUST 13 -1032 Detca (S, plans and Specl�IcatlOnS CAST IN PLACE CONCRETE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS' B. ALL DESIGN LOADS AND THEIR POINTS [IF APPLICATION, CONSIDERED. Plans and specifica-tions shall be submitted with each application for a building permit, Energy code 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING PSI BE C. ADJUSTMENTS TO ALLOWABLE VALUES, calculations shall bie made a part of the plans and specifications of the building The building official shall FOOTINGS SLAB ON GRADE, SLAB FILL, .3000 TIE BEAMS, TIE COLUMNS, 3000 PSI D. REACTIVATE FORCES AND THEIR LOCATIONS require, subject to) the exceptions in Section 481229 . , Florida Statutes, and Section 471003, Florida Statutes, in the MASONARY WALL 2 CONCRETE SHALL BE READYMIX PER ASTM C94' E BEARING TYPE AND MINIMUM BEARING LENGTH that plans and specifications be prepared by an engneer or architect licensed to practice state of Florida. The oand specifications, Including the energy code calculations, shall show, In sufficient detail, PORTLAND CEMENT - ASTM (150 F, DEFLECTIONS G. METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND L ❑CATION. plans all pertinent data and features of the building and the equipment and systems as herein governed including, AGGREGATES - ASTM C33 (3/4 MAX) H. LUMBER SIZE, SPECIES GRADE AND MOISTURE CONTENT, but not limited to design criteria, exterior envelope component materials, U- values of the envelope systems, NO CALCIUM CHLORIDE I. LOCATION AND CONNECTIEN DESIGN [IF REQUIRED CONTINUOUS LATERAL BRACING R- va(ues of Insulating materials, size and type of apparatus and equipment, equipment and systems controls AIR ENTRAINING - ASTM (260 REDUCING - ASTM (494 J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LEAD, other pertinent daita to indicate conformance with the requirements of the code. WATER FLYASH - ASTM (618 -78 CLASS F (20% MAX) K, WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES NFIP 44 CSR (0,3,c,5 WATER - CLEAN AND POTABLE BARS L,, VALLEY SETS FOR OVER -BUILD CONDITIONS 7, DEFLECTIONS FDR LIVE LOAD TO SPAN /360 (R ❑OF), SPAN /460 ( FLEOR), AND LIMIT TOTAL LOAD All foundation walls, and other exterior walls below the base flood elevation (BFE) shall be designed to finished liwin and designed to have openings s to allow unimpeded movement of flood water 3 REINFORCING STEED ASTM A615 GRADE 60 DEFORMED RANGE 3' S" LIMIT A Y NOTED OTHERWISE, P IFIC LL N S S EC F R) U LES F) SPAN/360 C LOO PAN/ 4 (ROOF), DEFLECTI ❑NS TO S 2 0 reclude 9 space pp m with FI C 60 3 c Th r h be a H dro- Static openimgs and construction must comply P 44 FR 5. Note There should 4. REQUIRED SLUMP _ 5. WELDED WIRE FABRIC ASTM A185 W H OR EBS TR C DRDS ALLOWABLE FDR USE AS USS ANT WOOD IS NOT LL RETARDANT 8, .FIRE R ARE IMPOSED EN THE y. i r r f lease provide r in h f r eve s ua e oot r w lls (1 s ua e c o h n w se e ate a P mIn s rote o two q r P m f two o e q Y minimum o p g P FIBERMESH MAY BE SUBSTITUTED FOR WWF WHERE SPECIFICALLY STATED ON PLANS WOOD TRUSSES SHALL BE DESIGNED SD THAT MINIMAL HORIZONTAL REACTIONS 9 ARE ALLOWED UNLESS NO SLIP CONNECTIONS calculations on ptams for the required area) Any additional questions, please consult the Local Officials 6 MOISTURE BARRIER 6 MIL POLYETHYLENE SU PPORTING STRUCTURE UNDER VERTICAL LOADS, OTHERWISE NETED, CONTACT CONTRACTOR AS REQUIRED. _ Guide to Implementimg the National Flood Insurance Program in Florida paqqes 5 16 be installed in compliance with the requirements of' FSC Residential section R703721 7 C ❑DES AND STANDARDS ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS," M AN R AND E N VELACI TY PRESSU ES 10, WOOD TRUSSES MUST BE CHECKED FDR WIND, WIND VELOCITY, DESIG � Brick veneer must New to existing comnectlon detail is required and must comply with the requirements of FBC Residential 2004 ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." ROOF HEIGHT MUST BE SHOWN ON THE SUBMITTED SHOP DRAWINGS, CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' E.C. UNLESS Section 8602 or ' ACI 318 'BLDG CODE REQUIREMENTS FER REINF, CONCRETE," 'DETAILS CONCRETE REINF ER CEMENT,' 11. CONTINUOUS BOTTOM NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING To THE GLAZING SEC CT ION 8308 ACI 315 AND DETAILING OF OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST DNE TRUSS SPACE. USE A MINIMUM ❑F 2 X 4 R308.1 Identification. 8 REFORCING BAR COVER 3' (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LEND, WITH 2- 16d NAILS AT Except as indicated in Section R3081.1 , each pare of glazing Installed in hazardous locations as ?s designatin the FOOTINGS INTERMEDIATE AND 3- 16d AT END CONNECTIONS, defined in Section R308,4 shall be provided with a manu acturer ?s or installer label, le in COLUMNS 1 1/2' AND WALLS 1 1/2" 12,CROSS BRACING IS REQUIRED AT MINIMUM 10' D.C. UNLESS NOTED OTHERWISE _ ❑GATE CROSS BRACING AT ALONG t pe and thlcknes s of glass and the safet glazin standard with which it complies, which Is visi fired, BEAMS 1 1/L (EXTERIOR) ❑R NEAR THE BOTTOM CHORD BRACING, INSTALL CRESS BRACING AT EACH END AND AT 20 D.C. the final Installatiion. The label shall be acid aloha sandblasted, ceramic- embossed mark, or SLABS 3/4' (INTERIOR) ALL WALL F ❑DYING CORNERS TO MATCH HORIZONTAL BARS. THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL shall be of a type which once applied cannot be removed without being destroyed. 9, PROVIDE CORNER BARS AT W!B BRACING T❑ OPPOSITE SIDES EF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS Exceptions (25" MINIMUM LAP) REINFORCED ON GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC OR BRACING IN OPPOSITE DIRECTIONS AR APPROXIMATELY 45 DEGREES FORMING A CROSS 'X', USE A I For other than tempered lass, labels may be omitted provided the building official approves the g N SLAB 10. ALL BUILDING AN ON 6 MIL VAPOR BARRIER SPECIFIED PER PL MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3- 16d NAILS AT EACH CONNECTION use of a certlflcate, affidavit or other evidence conflrming compliance with this code. WITH 6X6 -W1,4 W.W.F. AS N ROTE OR MASONRY P ATED TD CD C FOR WDDD L 13.TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DF TRUSS SYSTEM DURING CONSTRUCTION. 'BIB 2. Tempered spanldrel lass may be identified by the manufacturer with a removable paper label 11 ANCHOR BOLTS 'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7" ENBEDMENT AND 1" PROJECTION WHEN INSTALLED 14.HANDLING, INSTALLATION, AND BRACING OF WDDD TRUSSES SHALL BE IN ACCORDANCE WITH 91', 830811 Identification o mutt' pane assemblies. 1 foot (0,09 2 ) in exposed area / " PRIOR TO PLACING CONCRETE. WASHER 3' ED 8 112' IMBED AT LOCATIONS IN LIEU OF 5/8'X8' "J" BELTS PUBLISHED BY THE TRUSS PLATE INSTITUTE 15, ALL WOOD TRUSSES SHALL BE FASTENED T❑ THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS, Multi -pane assemloUes having �ndlvldual panes not exceeding square m shall have at least one pane in the assembly Identified in accordance with Section 8308.1 All other - /8'X3 EXPANSION ANCHORS USE 5 5/8'X4 -1/4' IMBED WITH 2' MIN EDGE DISTANCE RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER eones in the assembly shall be labeled ?16 CFR 1201.? EPDXY ANCHORS IN CONCRETE -USE ANCHORS IN TOP OF BLOCK WALLS -USE THREADED R❑D (3/4'X7' INBED) 16 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR APPROVED F�308 2 Louvered: - windows or ,jalousies EPDXY ❑N TOP OF 8' MASONRY WALLS WITH ADHESIVE OR ANCHOR BOND, WHEN EQUIVALENT MANUFACTURER. ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE Regular, float, wired or patterned glass in ,jalousies and louvered windows shall be no thinner than USED IN LIEU [IF 5/8 'X8' 'J" BOLTS PRESSURE AND CONSISTED MANUFACTURER, DESIGNED TO ALLOW FOR THE PROPER ROUTING ❑F A/C DUCT WORK AND PLUMBING, nominal 3 / 16 moth (4.76 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. 12. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING COMPACTION CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN 17 TRUSSES ARE TO BE CHASES SHALL NAT BE BLOCKED BY WDDD TRUSSES 830821 Wired glass prohibited, longitudinal not be in jalousies or louvered windows. REQUIREMENTS OF SPECIFIC SOIL CONDITIONS (REFER TO FBC -R 403 TABLE R4031.1) 18,PILING ❑F PLYWOOD ON WOOD TRUSSES IS NET ALLOWED. DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOED TRUSSES IS NOT ALLOWED Wired glass with wire exposed on edges shall used R308 3 -Human impact loads, BAR STEMWALL 20' WIDE X 10' DEEP W/2 #5 RE TORY (20" DEEP X 16" WIDE) X 12' WIDE), 2 S 19, INSTALLATIEN OF BROKEN, 20IMPERPER OR UNAUTHORIZED FIELD ALTERATIONS OF WEED TRUSSES IS NET ALLOWED. Individual glazed areas including glass mirrors in hazardous locations such as those indicated as MONOLITHIC 1 STORY (20 DEEP DEEP X 16' WIDE) 21. GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS T❑ THE SHEAR WALLS AND /ER THE ROOF defined in Section R308,4 shall pass the test requirements of CPSC 16 CFR, Part 1201, Glazing shall 2 STORY (20' FOOTER DEPTH - BOTTOM EF F ❑DYER MUST BE MINIMUM OF 12 BELOW GRADE DIAPHRAGM, WALLS MUST BE SHIMMED, DO NOT PULL corn, ly with the CIPSC 16 CFR, Part 1201 criteria for Category I or Category II as indicated In FIREPLACE - 12' DEEP WITH MATT ❑F #5 REBAR MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING 22WOOD TRUSSES THAT D❑ NDT MEET INTERIOR LOAD BEARING PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS, Table R308.3 . Exceptions 13 PROVIDE 1/2' EXPANSION JOINT MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S. 23 SUBMITTALS ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL AF A LICENSED STRUCTURAL ENGINEER 1 Polished wired glass for use in fire doors and other fire resistant locations shall comply with CONCRETE ER IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TD CONTRACTOR /ENGINEER FOR REVIEW PRIOR ANSI Z97,1. MASONRY WALLS' 1. HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, TO W ❑OD TRUSS FABRICATION SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PR ❑FILES FOR EACH TYPE ❑F TRUSS WITH 2. Louvered windows and jalousies shall comply with Section 8308.2 GRADE N, MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI 2 MORTAR SHALL BE TYPE M OR S AND C ❑NFARM T❑ ASTM (270 A. PERMANENT BRIDGING REQUIREMENTS B, SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS 3 CONCRETE GROUT SHALL CONFORM TO ASTM (476 C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN. 3 000 PSI AT 28 DAYS D MAINTAIN COPY OF SUBMITTAL ON JOBSITE 3000 MAXIMUM AGGREGATE SLUMP MINIMUM CLEARANCE ❑F 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND T❑ HOLD HARMLESS IDEMNITY AND DEFEND DESIGNER FROM ALL 4 BARS BARS SHALL NDT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1 ', ALL THEREFORE AGREES BLE ATTORNEY FEESG OUT CLAIMS, LOSSES AND EXPENSES (INCLUIjING REAS(jNA ) ARISIN 5 VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT, WIDE, UNDER T DRAWINGS OF ❑R RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO )EiC7PTI00 &IL314 ELEM rS l0EA1C7)?E0F FASTB4F" SPA51 Of FASTB�S i Cls:lcshryjef, local 13Ci21j2' -'1�� . "� 3sudf %r a ess .: ea.h a�sl `aoe •al . 2;d i 2'1-' -'' 1J' 170 : apples X11,' . st.flca opstcr ?r',er bind ae'3ce'al 4�,3'iz �C 13S1 1'l ring or screw shank naFrTirum - -- - - -__ _ __._ #,la ;e!cxs:atia;iing,`Ke-al 1Ed,2'i, -.135) To ;D x sae p ae :) ;LA e-c -ail 1Ed ;3'y' ft 1351 139 �d is sae p v 'Ce ral 3-EC Cr ",lid 13'I , 4 ')S' a JEs'u1s,f3.erai '3((3'4123; .4'cc udccitntes lateral ?.di3' -123' :4'cC 3cie ° ;led',?',, d1`6 i 1E"cc �-*c p) at esrrm ,m24- _c ^d�_e ;decica!s_`ace'atln - -- - F!Rd','' ;4f,Sl accec zr6a - - -- - -- - xwngm .aerJ.s :sx'a'arsiclaolle,IZ . al a8di2'h- 1' -3') . JCStCaI:Vr e" Edl2'I,' -113'; TC: o asas acs I : orrers apc it a x1,rs 'a.e �al :_41 < 123; dfl: s3cel rwo pieces r M - Kier irdl?',, -135j '3o C aarg e3ci e( �e m2 ,eier,'ricpeoes 1Edj3'i2' -133; ,3 .,c aorgeaeii,�e zVi^� osls to g.e :ce cal 3, '%,, 4'� 13' �vvuos"ea.aicsr :Cfce ^al JidI :11,K "3'; . rg osl, Ts c.er �rAns 'a.e °atl 3 'l ,3' -1 i3; ii°gcsl.caae-lie's Ire^ad 3IL,l ;� -t23; . tier io p a e .ce ^ai 16d ,' -1'S I ''trace', aach sv. xc :late 'ace � al 2 ,d I',' -' 13' , slz les " ' a c"shea`rgc-achx-arg,'a.e-ail ,:df2'l,'fC -1�' . isla,rles ''i; " *3 ;haargxsathza'r ;,`re ^ad 2Ed12''� -'13° >sfzdes °,' - ,' der *a "x 3s,`sa-rg `o eac h teai-g, f at e nail 3Ed( ,' - t'?' 4sta,l '',' i[- .gcrer sr_cs Id(3' di 123; 4 "c c d -.p rKcsa ard.ea s, 2 irch 1 rrer IA ars ?C (3' -123; �' a h a,a 3s '.Ii s. DE C. I' :p rdtdfer and r.aggered Tw rais M ads arc a ea ^h sore "pH. ^,{5 .- 1Ed',3i; e136) A'.e3c' :°.ar -g d -etn !c_'d3e, valley x `,p rt,r, -_ zeal _ -I 11` ,0 13F ___ - - - _ - - -- _ - - - - -- _ aenj 3- I ;dl3',2 -1351 al er lees is aP.e -,, `ace r at 3 {d;I' ; -1' o" - ^l f; r l ''I'r'lr s !- r i ',i - a� Q /Q C5 S�_�r,7)1� o i -I- -- 1�� 1IT - �� 2 �� a � T 5 O I o 02��20 2 12 2 �O 20 1� 02,1 '02 5 _1 -- f111JJ I J __ 5 i 02 i - a �HIP ROOFS NOTE: a = 4 feet in all cases 7% 0 S 27° COMPONENT & CLADDING LOADING DIAGRAMS FA57RE R SC�l1E BULD14 MA- 6R1ALS I I Edger Hood structural panels, subfloor roof and wall sheath ing to fram in g, and particleboar d wal sheathing to fram rig " ; . 6c c.mncn � ' 13 "? al „uoflcor a al' E -A aC :.rmcn Gz C J? rsi ircd! rs, Std :.m+on as 7..' =013 "I 6 '2s ''f,' "��' i':d,oml3'- C148 "I-3ior - - E . Ec',21 2, -. �3�• ,e'crnec •all other wal sheathing" +L'srurVal :alluasC i' ",'gakar:adr)cfr ;•ailed :c'n+cr 7'x0 +3 ^,.halt 5 firer :cir:veathlrg stnef6ia ";Jong 1'lo v,-uctD'a:ellLOsc 'al; ;ahar:edrxfr ;,*-d:crmcr 2`,2-4 �31')ralt 2 5 "be&cac s-<athmg iSIDIe +5 ;a "+",dig s.Mvfiat "r� '! iz' gakartadrxfr ;-al,StdcorrcriY•0'3 "I raft 4 a s'aDe gah er:eo 1'',' or; ��' s� ens,- f;e'A' a S sl,'y Dsums-3alhr ;1 ' iI," ;ahar:ecrxrrg^311,6dcDrrorl2`'; <'S1 ",-alt c e stapega zed.I,,' or; , i'so'ews ;,e'AorS Woo dstructnr0paneIs combiratonsibfloorundetieyrrenttoI, am 'ng arc less Fd Berard -a11 i" x2 11"i or 2 2 Ed anrcr ;.'�' rC 13"I ^aIi 6C imam ;'e' ,' -C 13'' i sai er 6 2 BC dehrd'atl 2'' <C titi'1 ,' - "�, ' %:cmror , C 148 al Dr E �- --- - - -- --. - - -- ._- - -- -- 8C defY712d 2,; -,'1:7)-311 III, - -- _- -- - .- ----- . - - - - -- ------ -- _ - �-- - --- _'-. -_- _. __.._.. Fct r Si . ' r :h - 2'. 4 rr. ' f xt = K4 d rmr ' e xr ^ur = J =4' " s - 5 t95 f ;Pe � -- 'I :a 1,l na's are srocC- :.rrocr box x tefc,r,e sr ar a e, : apt w - ere Dt" se stare., 'd g us ec f or ratrir g ar d shed rg oneT.o-ss -Al are -iinm.maea ;ete,Jrg]ecs're-gthsa cwn 8Cssrfo s arhoarCarof)'92nc- CoNmICr3il 06ifor shot Yc "ere'e-sear ;><,ar,fu2rtc ct aria, lhar r'rr and C'h'cr -. s an -zma ars 1)'42 r:h or ass _L_ ap'es3re 5 ;agex' Heard aea ni .m',,nercr9ane_er :rav•wo_ ;TfilS 32a11 to soa,ec x not rcre °an i irons on c afar at at s- pcor's oi,ere spars are 43lrches cr ;reater -- -T -- d Fouh'ad -Dy - &f xt or 4- rDcLt'/4f Dct cares call x Xpied . ar';caly - I - ie acr ^ef'as'enes ancucedm'is'ateshal.etasedcl isFC222' 1 .. - i - -__ -- -- _ _ - _._ -_ _._ _.. .I- , �- ed � For -egens ha. , tas c w nd spfee; cf :0 -co )r es ras'or adav,l w xd str-Ctu-al pare; rod seat^ rg Ic ;atk ere n31i If' amir; sraPDespeceeElrciescncater' rr *ettaslcwrd;peeosgret.ec.an'7Gr ,eIE'orattec'iri; arelrod sheaf rg'.c ',termediate suil i-4; A >pac ec 5 ,this ;n : rter for -,P rmm '€ rrr distarce "Dr r Cges sot +es arc ;at e T NC KNPSS f Inches ) E-- ( ) Inchon' Inches Ruches wood stry ctll at panels subfloor, roof and wan sheathing to (ram ing and pari cteboard wall sheathing to frammgr up tn,l. jSt apit 15 ga. l If, _ 4 _. _ 8 I 15 and 16 ga. 2 ) 4 n Hots N a 7'1 4 INAL MAT ERAL DESCRIPTION• ^OF FASTENER ANAL THICKNESS NIL _ ,inched linchesl (inches) 7,and U, E 1-1 ring-of screw shank naF r-amum i_�________. _.______- ...____ -__ o c 130 1 1 c /- ga. (0.099') shank diameter 1 150 160 170 Stap.18'i ", "l ,crow nwMlh 2 5 ' 7s,. �1,,' s/n,. l2, and rsl, 1'l ring or screw shank naFrTirum - -- - - -__ _ __._ 8 81 i 108 r 2'Iga.(0.099) shank dameter 124 139 ViP,i andrl, 1_2irtg or screw shank nat rir rmm a . 1�1-- . -- - __ _ - - -- 2 / ga. (0.099) shank diameter 8 a 6 B IStaole t6ca. 1'!, +sap le 1 e ga.. r, Tong, �ra craw n '/, Sid mggrooved underlaymerd n, Staple 16 ga., 1'f, long,rl, crew n 'V, 16d ring grooved underlaymenl n. I Staple t6 ga., 11 1, lonq,'l, craven end+ 3is and a i. c. es en :er le. o ac a e-c n ai. (anrg. For St 1 no = 254 mm - --- - -- - - - ^� - :e _i - -t � - ; „4 r51 ern^ r -i` - �r - dl -A a. Hal s s general deser�rior and may be T -head moffied round head or round head uvDSUms`eatr s`arcDformtt. z.d,hal',er,.aletre.D . a -ent.o b..,ads, eat gs r____- .--- --- - -- - -- --t. -- _ -__ -- - _ -- -at -- _- .__�_. _ _ - _ -. Crfcr'^.IC 4; ^ :2g T- 1 .b. Staples shat have a M-rmvm craw n w idl r 71161rch on diameter es cepl as noted . f f r .n ^-re, ed e5 a° 1e5'.9 8nei eC es s0. C?ec Pamr rer'ter5 and re red ^kair is Nals or slapks shat be spaced a( rd more than 6 inches on center at a8 supports where spans are 46 fiches or greater %is Spec,; o as,e^e's on Do sheari g ,c _ ,p F g rF c4 9 � I - - r ^f '3s'er ars Dr rod sheatl'r :ae'� ec as ;lots :B are as sutDCteC dv harm, i�', or slapks shal be spaced al nd mote than 12,chat on center at hermediale supporlt for floors ,_- and a al, cor ow meters m!,r $ac g o g g F S - me ^cars 3nd'egL rec Doctor 3oc,r of :cf :r f xr s`eatheg Dane ec ges,erpendicalar LD te'r3nrg rrerters aeed s 1'd Faeteren shat be placed n a grid pattern throughout the body d the panel __ _ 9- - - ,_ - - - -- - - - - -- - " -- -- - - - � - e. For SD Danek, inlernediate naffs shal be spaced no( more than 12 inches on center each way rrn be os dec en ter as'equ-ac :y a' ar xDs.s cr s of 7 s =ce. Flccr,e-ireter s aL 1e s_ppxed N an g me -tars l s .- -- ., - - -_-- Cr S.d.CC Vr, T ,f. Hardboard jnderbayrer4 shat cordom to ANISVAM A'a5.4 FLORIDA STATUE 471 ENGINEERING 471.003 Qualifications for practice; exemptions.- - (2) The follovNrg persons are not required to be Licensed ander the provisions of this chapter as a Licensed engineer: (h) Any electrical, plumbing, air - conditioning, or mechanical contractor wtlose p-ac:ice includes the design and fabrication of eiectrical, plumbing, air - conditioning, or mechanical systems, respect,-.) 'which she or he installs by virtue of a iicense issued under chapter 489, under .: -r on an construction project which: part I of chapter 553, or under any special act or ordinance ,xn - '"Jr1C1 .g y p ] 1. Requires an electrical of plumbing or air - conditioning and -efrigeration system with a value of $125,000 or less; and 2.a. Requires an aggregate service capacity of 600 amperes (240,tol or lessor a residential electrical system or 800 amperes 1240 volts) or less on a commercial or industrial electrical system; b. Requires a plumbing system with ,ewer than 250 fixture units; or c. Requires a reatirg, ventilation, and air - conditioning system not to exceed a 15- ton -pe-- system capacity, or if the project is designed to (accommodate 100 or fewer persons TABLE R301,2,123 a,b,c WIND SPEED CONVERSIONS V,,, 100 E10 120 130 1 L40 1 150 160 170 190 0 V „a 78 85 l 93 1 101 i 108 116 124 139 L47 F1�5 5 For SI 1 mile per hour = o.447 m/s a. Linear interpolation is permitted b. V „e = nominal design wind speed c. V., = ultimate design wind speed determined from Figure R3012(4) TABLE R30121,2 n,b,c,d r.,rkrn_nnokrr nccolc oonrl- rTrnnl recrrtirNr, crurnlu cna Wnnn STauCTURAI PANFI S FASTENER TYPE FASTENER SPACING On,) a b Panel span < 4 foot panel span panel span FLOOR PLAN < 6 foot < 8 foot #8 wood screw based anchor with 16 10 8 2 -inch embedment length ELEVATIONS 5 010 wood screw based anchor with 16 12 9 2 -inch embedment length 1/4 -inch lag screw based anchor 16 16 16 with 2 -inch embedment length For SI: 1 inch = 25.4 tom, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0,447 m/s a. This table is based on V„a,as determined in accordance with Section R301213 of 130 mph and a 33 -foot mean roof height, b. Fasteners shall be installed at opposing ends of the wood structual panel Fasteners shall be located a minimum of -inch from the edge of the panel. c. Anchors shall be penetrate through the exterior wall covering with an embedment length of 2 inches minimum into the building frame, Fasteners shall be located a minimum of 2 1/2 inches from the edge of concrete block or concrete, d. Where panels are attached to masonry or masonry /stucco, they shall be attached using vibration resistant anchors having minimum ultimate withdrawal capacity of 1500 pounds NOTE: E gg [ FASTENING SHOULD BE TYPEALW' L 1 /4' DRYWALL SCREWS AT T12' OCAFOR CEELIDNG AND 1 -1/8' DRYWALL SCREWS AT 12' OC, FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS MAXIMUM SCREW SPACING AT ENDS (EDGE IN VERTICAL APPLICATION) SHALL BE 6' O.0 AT EACH SUPPORT MINIMUM SCREW /NAIL DISTANCE FROM EDGE SHALL BE 3/8'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CHAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. GLASS BLOCK INSTALLATION AREA WITH A HEAVY AT F ASPHALT M 1. COVER SILL RE I CO 0 EMULSION ALLOW EMULSON TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 2. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD MAKE CERTAIN EXPANSION STRIP EXTENDS To SILL 3, SET A FULL MORTAR BED JOINT, APPLIED TO SILL 4. SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 1/4" PLUS OR MINUS 1/8' ALL MORTAR J01NTS MUST BE FULL AND NOT FURROWED STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP OR OTHERWISE MOVE FT INITIAL PLA PLACEMENT, FOR A K T MAY NECESSARY T W N TH M TA BLOCK AFTER C SOLID GLASS BLOC I BE D USE EDGES I E MORTAR T F THE LOWER COURSES TO PREVENT THE MORTAR FROM N T. JOINTS 0 E LO E RO BEING SQUEEZED' OU 5. INSTALL PANEL REINFORCING ON 24 INCH CENTERS HORIZONTALLY 16 INCH CENTERS FOR THIN LINE SERIES GLASS BLOCK AND SOLID GLASS BLOCK UNITS AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO RND OF PANELS, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL. REINFORCING AS FOLLOWS' al PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, r PRESS PANEL REINFORCING INTO PLACE, as COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH DO NOT FURROW. 6, PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING. DO NOT FURROW, MAINTAIN UNIFORM JO ❑INT WIDTH. N COURSE ❑F BLOCKS, PA AT HEAD F PAN AN AM MUST MAN F F MORTAR. 7. SET SUCCEEDING C B C S SPACE E D O EL D JAMBS US REMAIN FREE ❑ ❑ AR. 8, STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS TIME RAKE OUT ALL ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCK AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 9, AFTER FINAL MORTAR SET (APPROX. 24 HOURS). INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10. APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION A AN TR T N . MANU L D �J.�S UC ]O S 11, A MAXIMUM ❑1_ 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY ❑PENING FOR WIND SPEEDS UP TO 100 MPH, PER PITTSBURGH CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK *SPECIFICATIONS FROM PITTSBURGH CORNING CORPORATION PUBLICATION GB -185 30M REV. 11/88 5_4� j C, C RIDER LOADS, AND NOT TO EXCEED 8'-0' O/C FOR STRAIGHT WALLS, OR AS SHOWN EN HE PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE 6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED PROVIDE ACI 90 DEGREE STANDARD HOAKS DESIGNDER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION I hereby certify that I have reviewed this plan and found it to INT❑ F❑❑TING, AND TIE BEAMS. 7 REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HD❑KS be in COr pliance with ASCE 7 -10 and the Florida Building Code 201 edition ARE DETAILED ON THE PLANS 8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER David W. Srlith, P.E. #536 ENGINEER LICENCE 453608 INDEX OF DRAWINGS 1 COVER � FLOOR PLAN ❑UNDATION PLAN 3 LINTEL PLAN DETAILS 4 TRUSS PLAN ELEVATIONS 5 ELECTRICAL PLAN SUBMITTAL DATA f ,) t� I q -C) � S __ u� I )O- rc -�� /I'o' V \f ( ) �, I �1 5 -i � `� ]o 1 L �1 ci U t I I I 11. � I I I I , I I % I � -( .), -�� i 5 7 - 1. � �_ I',' " � , i , l - .� F_; � ` , l (.�IN`I .yr .. l° rin4, `- 1 .r. CUSTOM DESIGN FOR PAULA KELLER & JAMES COOK PARCEL: 12- 26- 21- 0260-01400- 0801 KELLER PAULA & COOK JAMES 5738 CYPRESS STREET ZEPHYRHILLS, FL 33542 D.W.SMITH,M.Se,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525 PHONE: 352-521-0865 FAk 352- 521 -0867 E- HAIL dwsflpeeearthl ink, net DESIGN PLANS BY RICK 813-765-9793 rgoll hardt @tam pab ay. rr. com ENGINEER'S NOTES SHEET OF 1 OF 5 JOB NO. SCALE 1 1 MARE 2013 DESIGN /DRAWN CHECKED 2013 -9 R, GOLLHARDT D.W.S. (_'�„ ( AAI I T APICAL ERTICAL IN HILL CELLS D PER PLAN �/EL LAP MINIMUM CONCRETE (3000PSI) WITH �YERCIAL MATT WWF ❑N CHAIRS MIL VAPOR BARRIER OVER CLEAN MPACTED P ❑IS ❑N TREATED IL., VAPOR BARRIER TERIAL TO BE LAPPED ✓ITH SEAMS TAPED SOIL (C❑MPACTED TO 95% MODIFIED TOR ASTM D1557) 1C W A cU L- FOOTINGS WITH 2 EACH #5 RODS CONTINUOUS ON 3" CHAIRS - TYPICAL BOTTOM OF FOOTER SHALL BE 12" FR ❑M GRADE T YPI CA L MO NO L YT ICI C FOOTING DETAIL 45 VERTICAL WALL REINFORCING ACI 90 STANDARD IN GROUTED CELL H❑ ❑K -EMBED 6" BOND BEAM W /(1) 45 REBAR a = J L3 Z w f _ J_ FILLED CELL � N W z O_ I- Q W J 45 DOWEL ACI STANDARD H❑ ❑K W EMBED 10' MIN LAP w Z z5" MIN W/ VERT & HORIZ REINFORCING w s ul ti CONCRETE FOOTING REINFORCING REBAR (SEE FOUNDATION PLAN) 25' MIN LAP +— MASONRY WALL FILLED CELL DETAIL 0 z E a J i17 (lJ i NOTE: o INDICATES 1 - #5 REBAR IN FILLED CELL FROM FOOTING TO UENTAU LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS, C' OC MAXIMUM OTHERWISE SEE FOOTING DETAIL TAP WATER TAP TIE TO EXISITNG WATER SUPPLY 4' 3� --2' — 14' EDGE CE FOOTING II 1 - 45 DOWEL IN CORNER I I II i I i 6 —►-I 25' LAP MIN CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT 3n FOUNDATION P lwl #5 DOWEL HORIZ, REBAR z_ BEAM REINFORCING E DOWEL- LAPPED WITH WALL REINFORCING 7 (cU I' i H �� #5 CORNER REBAR GROUTED CELL NOTE: ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMEN7' I hereby certify that I have reviewed this plan and �oUnd it to be in compliance with ASCE 7 -10 and the Florida Building Code 2010 edition David W Smith, P,E #53608 AREA'S GARAGE TOTAL- AREA UNDER REDS 8' CEILING HEIGHT Teo S F NEITE: L-11UISVIL-L-E ALUMINUM ELITE SERIES ATTIC LADDER '5�3--O ENGINEER LICENCE #53608 3 0' KELLER PAULA & COOK JAMES 5738 CYPRESS STREET ZEPHYRHILLS, FL 33542 D.W. SMITH, M.S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525 PHONE! 352-521-0865 FAX :352 -521 -0867 E- MAIL dwsflpe @earthlink,net limi , no 0 DESIGN PLANS BY RICK 813-765-9793 rgollhardt@tampabay.rr.com FLOOR PLAN SHEET OF FOUNDATION PLAN 2 OF 5 SCALE DATE JOB NO. 1 /4 ''=1' -0" 1 1 MAR 2013 DESIGN /DRAWN CHECKED 2013 -9 R. GOLLHARDT D.W.S. PRE - ENGINEERED WEED TRUSSES 2 24' O.C. MAX TRUSSES SHALL HAVE GALV METAL SEAT PLATES UNDER THEM WHEN BEARING ON MASONRY 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 154 FELT PAPER SHEATHING TO BE 5/8' PLYW W /Bd RING SHANK NAILS 6' OZ. 4' O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS RIDGE VENT AS REQUIRED INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS CONTINIOUS ALUM DRIP EDGE OR GUTTER 2X4 PT WOOD SUB WITH ALUMIN{ SOFFIT AND FASCIA TRIM \ VoRIE SEE PLP 8'X8 'X16' CMU TYP, PAINTED BLOCK WALL BLOCK STRUCK WALLS 45 DOWEL TO MATCH REINF - FROM FOOTER W/25' MIN LAP 4 'X4' INSPECTION PERT — AT EACH FILL CELL (TYP) 20'H X 12 "W MONOLITHIC SLAB W/ (2) #5 BARS ON CHAIRS 4' -0' ❑.0 — 20 2 �1 1 _ A 01 1/2' CEILING TYPE GYPSUM BOARD R -30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BL❑ WN FIBERGLASS INSULATION USE (1) SIMPSON HET420 STRAP POURED IN LINTEL AT EACH TRUSS LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT FILL ALL NAIL HOLES WITH 10d X 1 112' NAILS (1) COURSE 8 'X8' KNOCK -OUT BLOCK FILLED SOLID W /(1) #5 BAR TYP, AT ALL SOLID WALLS PAINTED BLOCK WALL C6OM�IILERCIALEMABBTT O\A1E F� ppOVvNEET CHAIRS COMPACTED❑POISNN ITREATEDR CLEAN SOIL VAPOR BARRIER MATERIAL TO BE LAPPED 6'WITH SEAMS TAPED STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM CLEAN COMPACT TERMITE TREATED SOIL BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE TYPICAL WALL SECTION PRE - ENGINEERED WOOD TRUSSES 2 24' ❑.C. MAX TRUSSES SHALL HAVE GALV, METAL SEAT PLATES UNDER THEM WHEN BEARING ON MASONRY 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 154 FELT PAPER SHEATHING TO BE 5/8' PLYW W /86 RING SHANK NAILS 6" ❑.C, 4' O C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED 112' CEILING TYPE GYPSUM BOARD INSTALL REEFING PER MANUFACTURERS SPECIFICATIONS R -30 BATT INSULATION (MIN) ATTIC SPACE CONTINIOUS ALUM DRIP EDGE OR GUTTER OPTIONAL BLOWN FIBERGLASS INSULATION J 2X6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM ~ �-- USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS 7. = LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES WITH lOd X 1 1/2' NAILS W VARIES SEE PLAN J (1) COURSE 8'X8" KNOCK -OUT BLOCK FILLED SOLID W /(1) #5 BAR, TYP AT ALL SOLID WALLS W ALUM FRAME WINDOWS W ATTACHED T❑ P.T. BUCKS PRECAST CONCRETE LINTEL WINDOWS ATTACHED PER MANUF SPECS MARBLE SILL PRE -CAST CONC SILL & WINDOW (TYP) ARIES PAINTED BLOCK WALLS 8'X8'X16" CMU TYP, I PAINTED BLOCK WALLS 20 'H X 12'W MONOLITHIC SLAB W/ (2) 45 BARS ON CHAIRS 4' -0' O C C66❑MIMILLERCIALEMABBTAAOT O\ N1 ❑��/NET&AIRS II C❑MPACTEDOR0P NN"TREATED CLEAN 6' SOIL. VAPOR BARRIER MATERIAL TO BE LAPPED II 6'WITH SEAMS TAPED 2�_] 1, /1 , STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM CLEAN COMPACT TERMITE TREATED SOIL BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE TYPICAL WALL SECTION QUALITY PRECAST COMPANY TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS MARK LINTEL CLEAR LINTEL LINTEL LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) NO. LENGTH SPAN TYPE TOP BARS BOTTOM BARS PLAIN SOLID SOLID SOLID #5(1)U(0)L SOLID 48X12 48X12 MARK TOTAL CLEAR LINTEL TOP LINTEL #5(1)U(0)L #5(1)U(1)L 45(1)U(1)1_ #5(2)U(1)L 8 "x8" 8 "x8" A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D LENGTH SPAN TYPE BAR BOTTOM BAR (PLAIN) (S ❑LID) M -6 5' -4" 4' -0" Precast (2) #3 (2) #3 NONE 1006 1651 1651 1810 1881 666 1355 M -24 17'-4" 16'-0" Prestressed (2) #3 (2) #4 NONE N. R. 367 367 171 332 N, R, 213 D -4 4'-4" 3' -0" Precast C2) #3 (2) 42 NONE 963 1230 1230 1596 1596 DETAIL 'A' DETAIL 'B" DETAIL 'C' DETAIL 'D' lz 2' RECE DETAIL 'DA' 2' RECESS DETAIL 'DB' .o 2' RECESS DETAIL 'DC' ;e — 2' RECESS DETAIL 'DF' TABLE No 9 M -6 M -6 REINFORCING SCHEDULE & LOAD CAPACITIES DETAIL 'B' DETAIL 'B' DETAIL 'DB' SAFE WORKING LOADS (PLF) 16' GARAGE HER DETAIL 'B' 8" x 8" RECESS DOOR HEADER M -6 M -6 48X12 48X12 MARK TOTAL CLEAR LINTEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD I SOLID SOLID SOLID SOLID NO, LENGTH SPAN TYPE BAR BOTTOM BAR LATERAL SAFE LOAD PLAIN #5(1)U(0)L #5(1)U(1)L #5(1)U(o)L #5(1)U(1)L #5(2)U(1)L PLAIN SOLID A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D -4 4'-4" 3' -0" Precast C2) #3 (2) 42 NONE 963 1230 1230 1596 1596 785 1386 lz 2' RECE DETAIL 'DA' 2' RECESS DETAIL 'DB' .o 2' RECESS DETAIL 'DC' ;e — 2' RECESS DETAIL 'DF' I hereby certify that I have reviewed this plan and found it to Ice n compliance with ASCE 7 -10 and the Florida Building Code 2010 edition David W. Smith, P E #53608 ENGINEER LICENCE #53608 KELLER PAULA & COOK JAMES 5738 CYPRESS STREET ZEPHYRHILLS, FL 33542 D.W. SMITH, M.S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -DADE CITY, FLORIDA 33525 PHONE: 352-521-0865 F0352-521-0867 E-MlLl dw Yt pe @earth( nk,net LINTEL PLA DESIGN PLANS BY RICK 813 - 75-9793 rgol hardt@ ampabay. rr, com DETAILS LINTEL PLAN SCALE OAIL 1/4"=l'—O" 1 1 MAR 2013 DESIGN /DRAWN CHECKED R. GOLLHARDT D.W.S. SHEET OF 3 OF 5 JOB NO 2013-9 M -6 M -6 AWNING AWNING 306 06 8 DETAIL 'B' DETAIL 'B' DETAIL 'DB' M -24 16' GARAGE HER DETAIL 'B' M -6 M -6 48X12 48X12 GLASS BLK GLASS BILK DETAIL 'B' DETAIL 'B' I hereby certify that I have reviewed this plan and found it to Ice n compliance with ASCE 7 -10 and the Florida Building Code 2010 edition David W. Smith, P E #53608 ENGINEER LICENCE #53608 KELLER PAULA & COOK JAMES 5738 CYPRESS STREET ZEPHYRHILLS, FL 33542 D.W. SMITH, M.S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -DADE CITY, FLORIDA 33525 PHONE: 352-521-0865 F0352-521-0867 E-MlLl dw Yt pe @earth( nk,net LINTEL PLA DESIGN PLANS BY RICK 813 - 75-9793 rgol hardt@ ampabay. rr, com DETAILS LINTEL PLAN SCALE OAIL 1/4"=l'—O" 1 1 MAR 2013 DESIGN /DRAWN CHECKED R. GOLLHARDT D.W.S. SHEET OF 3 OF 5 JOB NO 2013-9 UPLIFT CONNECTION - SIMPSON STRONG -TIE MASONRY APPLICATIONS (1) MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A HETA20 1890 335 16 -10d X 1 -112' 11473 L- HTT16 34800 WEBS 18 -16d 11496 8' -0" HTT22 5260)K (2) 32 -16d Sinkers 11496 BRACING LGT2 2150 UP 16 -16d Sinkers & 11470 LTT19 1205)K 2X6 7 -1/4' x 2 -1/4' Titen 8 -16d Sinkers 11496 FOR LTTI31 2185)K TO 18 -lOd X 1 -1/2" 11496 B HGAM10 850 1005 4 -SDS1 /4X1 -1/2 4- 1/4X2 -3/4 TITEN 11473 x CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU, NOTE ALL PRE - ENGINEERED W OOD PR ❑DUCTS SHALL BE VERIFIED BY TRUSS TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS APPROVED BY THE ENGINEER OF RECORD THE ENGINEER HAS NOT REVIEWED THE PRE - ENGINEERED TRUSS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD - 23/ +35 a REAIIi ELEVATION co 1/2' CDX OR OSB SHEATHING NAILED WITH 8d COMMON NAILS 6' [1 C. ON ALL EDGES AND IN THE FIELD NN EXCEPT AS NOTED RIDGE VENT PER SEC 23097 2X4 DIAGONAL 48' O C NAILED WITH 12d COMMONS AND INTO THE SIDE OF THE STRINGER 2X4 STRINGER 48' O.C. NAILED WITH (2) 12d COMMONS IN EACH TRUSS GABLE TRUSS VERT WEB L- BRACING NO BRACING REQUIRED FOR WEBS UP TO 4' -1" IN LENGTH NIN 112' CEILING DRYWALL GABLE TRUSS BRACING PER TRUSS COMPANY SEE CHART THIS PACE USE 16d NAILS 2 8' O C. TO ATTACH THE BOTTOM CHORD OF THE GABLE TRUSS TO THE TOP PLATE NAILER AND 8d NAILS TO ATTACH THE SHEATHING TO THE GABLE TRUSS 112' PLYWOOD ATTACHED TO GABLE END TYVEK VAPOR BARRIER HARDI BOARD COVERING GABLE BRACING DETAIL USE (1) 1X4 L- BRACING FOR WEBS UP TO 6' -1" USE (1) 2X4 L- BRACING E❑R WEBS UP TO 8' -0" USE (2) 2X4 L- BRACING FOR WEBS UP TO 9' -8" USE (1) 2X6 L- BRACING FOR WEBS UP TO 12' -6" USE (2) 2X6 L- BRACING FOR WEBS UP TO 14' -0" NAIL L- BRACES WITH IOC N4)11LS 2" ❑ C. IN 18" END ZONES AND 4" ❑,C, BETWEEN ZONES PROVIDE FOR CONNECTIONS OF 160 PLF- OF- UPLIFT OVER CONTINUOUS BEARING 30 LEFT ELEVATION 2X6 FRAME WALL 16' GARAGE DOOR - 22/ +32 L.1 FRONT ELEVATION LEGEND DA HET420 ® HGAM10 4/12 I hereby certify that I have reviewed this plan and found it to Ice in compliance with ASCE 7 -10 and the Florida BuJdlrg Code 2010 edition David `o/. Smith, P E #53608 00 1 3 0 �f ENGINEER LICENCE #53608 30 RIGHT ELEVATION KELLER PAULA & COOK JAMES 5738 CYPRESS STREET ZEPHYRHILLS, FL 33542 D.W.SMITH,M.S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525 PHONE: 352-521-0865 FAX1 352 -521 -0867 E -MA1L� dwsflpe @earthl ink, net DESIGN PLANS BY RICK 813-765-9793 rgollhardtCtampabay. rr. com TRUSS PLAN ELEVATIONS SCALE DATE 1 /4 " =l'—O" 1 1 MAR 2013 DESIGN /DRAWN CHECKED R. GOLLHARDT D.W.S. SHEET OF 4 OF 5 JOB NO, 2013-9 ATTIC SPACE ELECTRICAL PL_1 NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF 2 ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES 5 ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAULT OR GREIUND FAULT PROTECTED PER NEC 2010 21012 (B) SYMBOL DESCRIPTION SWITCH $3 3 WAY SWITCH 6 110 V RECEPTICLE 63FI 110 V RECEPTICLE - QUAID a GROUND FAULT 6I 220 V RECEPTICLE LIGHT FIXTURE - WALL OIR CEILING (TYP) FLOURESCENT FIXTURE co PUSH BUTTON FOR GARAGE OPENER n CEILING FAN ONLY ELECTRICAL PANEL NOTE: I. POWER SUPPLY FROM EXISITNG STURCTURE IN GARAGE 0 ELECT R""ICAL PLAN FL # FL 10124 -R6 Application Type (volicatlon Type Revs ion 2010 Code Version 2010 Comments Applkatlon Sn'LS Apprc cod r Comment. ]ED -vVEN Ack]ess /Phone /Email Archived r Klamath Falls, OR 97601 Prod c,-t Manufacturer GAF Date Validated Address /Phone /Email 1361 Alps Road ]anet Gerard Date Approved Wayne, NJ 07470 Technical Reoresenative Jason Ka,tola (973) 872 -4421 3737 Lakeport Blvd. tm"a esdlp in. ,dareith@trinityerd, com dl ottlni Authcrized Sgnah,re Seth vlc5orley jasonka@jeld- wen.com 2. STANDARM lindweth@i trlrityerd. com 'echrical Rep'esenta5ve Seth vlcsorley Address /Phone/Email 1361 Alps Road - Bldg IS -1 IX,l 5.5. AAN.IA ,161 Y,11. et10I3.A.1 MM kaprdr 1*41,P AA t N /ayne, NJ 07470 116'1! 7. L 01011-4 1 rYt t"Wari (973) 872 -4421 = Mw.8.7.. Aran 3. Al M,A`ANAA [• 3Mc5or!ey @gaf, c om ,9p Quality Assu-ance Repr?sentative Address /Phone /Email ELallb, t Category Roof, rg a 14110 Subcategory Asphalt Shingles (tp R't� Mas (T51 St:1P CiDmpl':ance Method Evaluation Repot from a Fbrida Registers McFRect c a Licensed µ I 17 Florida Professional Erg, near 17MAAS I Ov Ok!t r ARM D316S TAM JO�Pyyy,A22 6ROAM" piNAW Eva'uaton Report - -fa rdcopy Recaved U(r0U Florida Engineer or Architect Name Nho Robert N ernlnen =1 derelo ed the Evallation Report P P NTM 071Lt1 O:Al4hL2 Fonda Ucense PE -591o6 ArrM Dank A47W o9w1. FAA PAT Q,aI ty Ass u-a rue Entity Unde —te,s Laboratories irc. salt (TA 4' Quality Assu-ance Cortrxt EXpirabon Date 05/17/2012 aN'MfJDOi Validated By :o hr N. Kr ezevt h, PE O)W347 '34.144" W, 000 1P AN C ADTM Ca1a2 :wa[S}136 Validation Checks: - Hardcopy Received At Tag I7 Cerofica0e of Independence FI.101_d R6 -II Tr. -ln IRD LI -N'iemi_en ref mo- OV73no0A Referenced Stand are and year (of Standa d) Standard Year Hrpim07 "tmzM ASTM D3.6I(Class F) 2006 d :+1X37604 ODw31g4 ASTM D34152 2007 air=4I. AER1114861 AVM L 0044 ASTM D7158 (Cass H) 2007 d 11 l7 TAS 107 1995 Equivalence o+ Product Standards at R�fy7 I7 d AM7M 03181 Certified By IAATtr" Tai LZ F`r'1: ul'N 1 Sections from the .:ode :KMSM! TMWM 7s ! IV407 pYtS 7407 Prod Act Approval I•teN,cd Method I Option D OeAsil1 ^tCl4tl4 Date Subm'tted 02/13/2012 11 All tut I, RICA L.d4a2 Date Validated 02/17,12012 UL ( As 17 ((pTT�$3 Date Pe,diN FBC Appro•,al 02/2212012 oerotrma Cate Apprcry ed 04!03 QC112 ?IV497R '4Gt48a% rl 04 /04;2012 klTM Me Via V44U +QtM MAL 04134 Vai FL x FL11113 -R2 Application Type Affirmation Code Version 2010 Application Status Approved Comments 3uddino Code. Archived r Product Manufacturer ]ED -vVEN Ack]ess /Phone /Email 3737 Lakeport Blvd Product Approval Method Klamath Falls, OR 97601 Date Submitted (80C) 535 -3936 Date Validated fbc@jeld- wer,com Authorized Sigrature ]anet Gerard Date Approved fbc @field- sven,com Technical Reoresenative Jason Ka,tola Adcless /Phone /Email 3737 Lakeport Blvd. tm"a esdlp in. Klamath Falls, OR 97601 dl ottlni ( 541) 382-3451 Ext 2921 Condos d tae jasonka@jeld- wen.com Qua''ity Assurance Representative Address / Pho re / Em ai I Category Windows Subcategory AU,ring Compliance Method Ce Tit) fic at, on Mark o' Lis Ling Certification Agency Miarni -Dade 3CCO - CER Validated By Miami -Dade 3CCO - VAL Referenced Standardand Year (of Standard) Standard Year TAB 201 202 273 1994 Equivalerce of Product Sta rda rds Certified By eOaT]10 °. Esc NtM Lw , L I aST 14• C&S -Axe% 'A[ • . SwA �I (. \ EXTERIOR RESEARCH Si DESIGN. LLG arol o(ALrwtol o te= 353 CHRI STIMI 5TRABET, UNIT 613 �J TRII -M M 0XFURA,CT 06478 Wool (203) 262 -8245 FAX; (203) 262 -8243 EVALUATION REPORT am evuroat3e , x4owt 0150!.11.06 Re Lief Atple ROery eumdhe 7 -3 FLIOS21 -t1 Wryns, tU 07470 DS40 of Euvanceo 01/03/2600 Rev6abn le 02/06/21012 Boom This EYalu&0w Report Is house and. Roe 9114-3 end Its •pgklob'le Aries and regulaI pave-Din1 Ms 014 Of CatWtuebon oaLlab to tM StAlt d Fill TtAk dmvmenbdon tubMit]rd has boon riviaxsd by Flitart Untrwt, P.& For use of Ma product under Me Fande 6ui7n0 Coda And Florida Building Code, RisidtM;N Volunve. T's products desattd hi have beta designo0 to co-ply with tilt Me Florida 11114AW.Ill Code oadi.nis noted hwsa,. DE.9vuSPTAHY RAF Mgasdt Rood IihbAptee LEBAS -lrwA .D y>ta® A t Elam uTd shall bear WLDti' 2 in socordMd with the rb.* ir1rts its Ne Ab1YdRad ClEle my Asswaeta Agonscy noted herein. CONTSt4MED EOMPIUMMCEl This E &N.4 011 RAI it (road Whin 61A11 We as the h*"4 prbduCL(L) ctlbnga, the rdutnad Quality Atttw'ence donNHrrltatioa cEan0.4 a ppfrOkilibi Of tie Cade that r6'eit to Me prafuot dung& AcLeptancw OF Diu Evaluation Report by If,s rarred ct-art cor:sbiuhs blia"Iatet to NA.Vy R06ut NSA11*011, P.B. a tts "LKt Ch' or nlw nf[resKOd QW'Sly M n ri P Ill 4 QTti1 hi rAl d M3 E4MifiDA Assursnte dote anlatia charges. T nitriERD e0 rte P RAW r6bMa to updai Coda requirerrants wAlA tact Cade Ords, ADhIR3r3NCorn The Evaluation Rio0i eturni procedsa by ns6 wards •Triri IF3tD B,luettd, may 'a fi ar Patti VAL Lan art is dis ed (t1r1 R W di. b l adve trdlra U Of I.ht E H Re sPUY 0 Y P P Pfe1 anAr b. dm. N its wnKrdy. r d at"t 'xr n Anal to m ouded U the tx+PEeTIrd11 Updn 6Qulxr 1 copy this 80!4780 Pape D by MA ff,klerfadsFar a is d- 4sbhbutars ant "I be sYaialai tar inspection al the leg site At Me raguad d M, 9Aildinp official. This E Wu de A R.sp4N4 4aetbls d pb0st I th 91% 4. le P,apw4Rrd bill I affirm that there are no changes in the new 4 = lorila 3uilding Code which affect my product(s) and M pnLA6 my product(s) are in compliance with the new Ponca It" LNa Sy5TEM15 "AU ATxl/lr 3uddino Code. Documentabor from approved Evaluation or Validation Entity C r, C 1. Boom Yes No N/A .... rNTTA.� R FLJ 1 t I3 R2 :Oct S 1 113 112f Crd and cart 12-20-11 ;11Y Product Approval Method Method 1 Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 Date Pending FBC Approval Date Approved 01/C5/2012 Date Revised 02/22/2013 eOaT]10 °. Esc NtM Lw , L I aST 14• C&S -Axe% 'A[ • . SwA �I (. \ EXTERIOR RESEARCH Si DESIGN. LLG arol o(ALrwtol o te= 353 CHRI STIMI 5TRABET, UNIT 613 �J TRII -M M 0XFURA,CT 06478 Wool (203) 262 -8245 FAX; (203) 262 -8243 EVALUATION REPORT am evuroat3e , x4owt 0150!.11.06 Re Lief Atple ROery eumdhe 7 -3 FLIOS21 -t1 Wryns, tU 07470 DS40 of Euvanceo 01/03/2600 Rev6abn le 02/06/21012 Boom This EYalu&0w Report Is house and. Roe 9114-3 end Its •pgklob'le Aries and regulaI pave-Din1 Ms 014 Of CatWtuebon oaLlab to tM StAlt d Fill TtAk dmvmenbdon tubMit]rd has boon riviaxsd by Flitart Untrwt, P.& For use of Ma product under Me Fande 6ui7n0 Coda And Florida Building Code, RisidtM;N Volunve. T's products desattd hi have beta designo0 to co-ply with tilt Me Florida 11114AW.Ill Code oadi.nis noted hwsa,. DE.9vuSPTAHY RAF Mgasdt Rood IihbAptee LEBAS -lrwA .D y>ta® A t Elam uTd shall bear WLDti' 2 in socordMd with the rb.* ir1rts its Ne Ab1YdRad ClEle my Asswaeta Agonscy noted herein. CONTSt4MED EOMPIUMMCEl This E &N.4 011 RAI it (road Whin 61A11 We as the h*"4 prbduCL(L) ctlbnga, the rdutnad Quality Atttw'ence donNHrrltatioa cEan0.4 a ppfrOkilibi Of tie Cade that r6'eit to Me prafuot dung& AcLeptancw OF Diu Evaluation Report by If,s rarred ct-art cor:sbiuhs blia"Iatet to NA.Vy R06ut NSA11*011, P.B. a tts "LKt Ch' or nlw nf[resKOd QW'Sly M n ri P Ill 4 QTti1 hi rAl d M3 E4MifiDA Assursnte dote anlatia charges. T nitriERD e0 rte P RAW r6bMa to updai Coda requirerrants wAlA tact Cade Ords, ADhIR3r3NCorn The Evaluation Rio0i eturni procedsa by ns6 wards •Triri IF3tD B,luettd, may 'a fi ar Patti VAL Lan art is dis ed (t1r1 R W di. b l adve trdlra U Of I.ht E H Re sPUY 0 Y P P Pfe1 anAr b. dm. N its wnKrdy. r d at"t 'xr n Anal to m ouded U the tx+PEeTIrd11 Updn 6Qulxr 1 copy this 80!4780 Pape D by MA ff,klerfadsFar a is d- 4sbhbutars ant "I be sYaialai tar inspection al the leg site At Me raguad d M, 9Aildinp official. This E Wu de A R.sp4N4 4aetbls d pb0st I th 91% 4. rrni FMa NC4. j P,apw4Rrd bill ' n ?ANI 4 Ratrbe 2.41. Nleadhwm, P.R. °i FNMA! Ynel iaOCn A& G74b4 FYAOfr arAi Ai cwrrorw w0MA Norwv MaoP,LP,�IrMe�Nrrsat� r4 8011 a ;UMt M R.4R41 ..i R pSJrp A A.An(AN '/ry�wt N M gnaMr7 .tuAl�Mrra P L Y rut arree w[�rime M —ANA * A4 !•'r•^F rrwrrAMa"LO A, &*% ro Awi 0 a O.,AAwAs. SL bogR NNMAlr, a 4 t M •4n runt Ar wAMI A wswNo I" AA L M ar.,ry MAAAWMA% w la+uMPy pelwa 4 Audi w A.r,•ua rwwa, u. cs•v N.•a l aslse YLeY,LU P1 h,F rot krs, mG re Rrp,At A ka,:il YAwrt M vrr oew [[la LMU+"a n tls rand rrwasa d tls ®® M1AMDUCT ttVTRI'Y,?UDR @A YYDDt1CT C'OMTROL 6P.L -TION B6ILDENO AND vt;. tG6gpRt200t2COMFL ULACEDt7AR7M&rT(LNE) 1'.SU35Wd6°SV.m,Rwmhas BOARD AND CODE AD"WTRATION DEVISSOM 6rfn3tl, 1'IuMCtda31!7; -24'1 r(t8B]71d -Ave ?tAMJl3 -2 }99 NOTICE OF ACCEPTANCE (NOA) erriw.mlemkLce .0w: buldlnm Jed -WeR, rat (OR) 3737 Lakepor'1 B MkTRA Kialoath falls, OR 97601 SCOPE: This NOA it b aring iea(:ed order the nppllcaIB:e miles and reS.httiau goverraing the 1130 of conivuexion aaterIalt. The docu:nentleioe subnikted has boon reviewed y 'd1amFDade Cottuty, Prac!W Control 513cti('n and accepted by the board of Rules and Appeals (BORA) to be used in M nor{ -Dade County and odxz slcas who: a ullcwod by the AtlthLlity Haying RlriddeDlion (M-W). This NCA stiall net be vii after the expiration IWO tutted heiew, Ilse Mirmli Ceill Produt Conhai S"jor l (In Miami -Dade County) ourVor the AM (in rreae allies than MinEld -Dads Couilly) rV5k yI the right to haw th!t pr0c[u01 of uu7Lerial (ealOd fw qua:':ty assatapor pury(r M. If thin product or oratoi fails to perfanD in the awcptcd R:aaaor, the mairwrin Ala will hi the liWom cf such fa dv4 and the A:il MAY immedlecly revole, Imdlfy, or suspend the use of NACi product III matcriRl within Weir Jurisdiction. DORA w+en'cv the right to revoke fhia n ,rpinmq if it !i da wmined by Miami-Dil County Frodi Control Station that No prodllot or Dlatorial fildi t0 moot this nstwirwtIzal of dw app lii building code. This plv(lum is rtpp vvod as Ikaceibed hon:4N and has been dttiatwd to 000nply wit the Fi.ollda Bidding Code, hiciudittg the High Veixity I [uri icarle Zoue. DESCREMON: Soria MPlcmium Atlantic Nleyl 91100" Riita PVC Awlirli Win /ow - N.IG APP ROYAL DOCIUNIL1iT: DrewitlgNo, 10- JWN -02", tilled "Series Piardum Aflanlic Vinyl 8800 Awning Window - Hal Impai Betts 1 thilei l 6 of 6, dakd 06129!10 with tile iste']t revision detect 01/2 ',/11, p; 4pered by Enillneining. Expvmi, siytvd and wAl d by Fiatl& L. Barurer3q P E, bear.nl the Miam1-DaJot County Product Control Apxaval allsi with tie Notice of AoOcirtanclo hum »r And Approval date try li Warill Dade County "Lla Control Sudan MISSILE IMPACT RATING: None. LOU TATTONSr Miand -Daife Co" PtnLAnY Clal7o) A'yr:Rld Shutt4rti Or rrip Lc Devices Shan De Requited. LABELING! Each unjt shell bear a perreanent label wilt d:e wan aftctlrer'i :snare Dr logo, c Ity, sWte and f00pwin0 spttement, "Minlll -Clads COun.y Prodnes Control Approved ", Orllena odbe wise noted 3erain. RENEWAL of this NOA Shall INS miradc"d aR6r a rattewnl eppilcstion hoe beoo filed and tier's has boom no change in the ipplieable building axle negatively, aft li g the perforinence of this product TERMINATION of this NOA 'wilI occur li the axpLralicD data oT iftllac fist bccn A revIslon a olrange, ID the materials, use, mod/or Inallufecture of the plvdud a prtxoss, h':iaux of :h IS NOA at at ea4krse16m:t of e1y p.vJKt for Maim, advartisiug Or Any other pttrpowl shall eulana:ically, lorinhtate dais NOA. l7clutc to aomp'y with any seoticn Of this NOA shall be oil for larmin gibed Bad ro noial ANOA. ADVERTJ$&MLNr; T110 NOA umber psoceded by the words Minna -Dade Cotnnyr Florida, and f0lowed by " "41ratkn date my be displayLd in adwrtisirg lherntiam If any palioa or the NOA is displayed, teen it s all be done in $t antiroty k4811 VTJVY; A :M of this otlira ;VOA shall be provided to the usoor by the manlf8[: LOI cr ite diWibuton and shall b4 avedlable for 111,SPIK I Rt the job VIDA al the re(p!cat of tfie 9 wilding Official. Ih.2 :NCA eonlsiat 1 of" pill 1, evidoaee pI!Bge E 1, at wall U Approval doa.Irllam rnendxted above, llte submitted doculnexrnI" wm levic:rod by Jahae D. 40Wc s, P. ,B. CC= NOA rb, 10- 0913.11 Eq 1nf De Dttet March Qt, 2114 ` Ip IN App ,U% %I Deft Marco 13, loll Pete 1 G Mann arzslN -.:. �, .Dorm Ar .:Lrr'tR4 n1 i.N4 L+TTi110 �yl Dili 4 r A. r ATS. IPIC.AA NAIL FIN SECTION w cTir =a `+c�`A D nc Ol sx,Lw 7¢71 a �xAAa,. xvA- als'ct Asosx� J.LfTLY.l uL 8+.08608 as AAax 1011047 '� ra Ia'Nr par GiM1TA 2L MD eMemrema. r a.,- �� N L R'tl1a� 10POG5 ¢ MAbwMit LlApr" 1 •s• 0 - r Lr n °T ,Lx TYPICAL THRU FRAME SECTION N >a 7esN ] Ara. writs Icwz u -n.A, El, O 9 677 u I sc ®u rrni FMa NC4. j j P4FIGCTIXtuw'•A -a1B+Clr 9, L rltL 14 uc9cAAat111cA1 MFy -JifCT fC'N7 NO ALDASES :M`ACF NYM1u�9a Wmp NAN eA'NAU MI}NN MOL •]A'! nblN 4wA V Ce.,t r E 1Y1 AyTa l YA:HPMS SrW1 Y }AMC c6AZa a , (i[+Aw2� slew. R sA[YSSC y M pnLA6 TRtM,EAD It" LNa Sy5TEM15 "AU ATxl/lr sees, lEr53rac Kew \ rut u.t rsr�.nl elm Melt 'INLr f 1. Boom .... rNTTA.� R R.sP Ml[ M•wtE malr �iv�imTUereAw. [ac- 1aHCNAA ran RtAtJN rVMJfl - zHe,e4 PrWod CeMspaye ' l�si 1 iTYPICAL ELEVATION �itataunan6 AspFal5 fa GENERAL o Corti p6 GAP A:spF.� Rod ShirS19% As PQdILN by G/J, haul ler:ow"atd Ah 114 wVwOtumt SLAey —tk ,ro fi n frrc Gdq tm"a esdlp in. M t dl ottlni to the b-tdatbe AagldrAY.lPeb ad Lenftatki ! Condos d tae oca " herds 2. STANDARM smtion IX,l 5.5. AAN.IA ,161 Y,11. et10I3.A.1 MM kaprdr 1*41,P AA t ASTIR I>� AWN M62, Co. F 001 116'1! 7. L 01011-4 1 rYt t"Wari Adi to IA Cl— N IMF = Mw.8.7.. Aran 3. Al M,A`ANAA [• 7q I. ,9p ]. RDr11m:rPJSI ELallb, t 21111. a 14110 At IA SAM AMM IY'PAa RYrcant u Y•k0'li aNJ PWYSmt (tp R't� Mas (T51 St:1P MTr W" OJ42 61.07 4V 00 M -0� a1A11R60! µ I 17 Am G702 17MAAS I Ov Ok!t VL [ia u UL a ARM D316S TAM JO�Pyyy,A22 6ROAM" piNAW 87uILWOe t3non0a! U(r0U �CYt6LTASit? 11 Ai A =1 At 11 NTM 071Lt1 O:Al4hL2 1YtU7A01 U1. N 17 UL Y11 ArrM Dank A47W o9w1. FAA PAT DJw3nzz rasolrao 11ftRrm01 6411(ifli salt (TA 4' AOTN 04U L TAA e1 0 d1A3t47 t aN'MfJDOi X111 #r7 LLiT,T U. AdTM or161 AaTM CSlet O)W347 '34.144" W, 000 1P AN T IA.` sr 17 ADTM Ca1a2 :wa[S}136 bent 7 At Tag I7 Arent r�[eL AiPAOt :•Rtl(IItla '- .•0„38844 mo- OV73no0A A(1l1i9'817 Ll lTF IT AV" CAMS 3=0• Hrpim07 "tmzM Lt Fro 4 U, RTF u ARM:No AM d :+1X37604 ODw31g4 wlei 0W bYlLUMI LL A u US, 17 air=4I. AER1114861 AVM L 0044 ^.KNO114 ack"77 lik t4os /o1V41" d 11 l7 MAI AaiM RhaL 06481 AfiN CY161- D:N6e OocAts074 DeCAi7k51 NVwh" ibllLk06A at R�fy7 I7 d AM7M 03181 E6Wibb3 IAATtr" Tai LZ F`r'1: ul'N 1 AriM mot DSW Asnr pool :KMSM! TMWM 7s ! IV407 pYtS 7407 w P N Lt !"Y11I AarM trA4l FtrM bbl OeAsil1 ^tCl4tl4 W194r:ba bIMM.a,+7Dp7 LL �1111 12 k ( N 11 11 All tut I, RICA L.d4a2 4 _OIA06166 I.ANWAUF hYA dUA UL ( As 17 ((pTT�$3 AsTM pA4 L D346a ' 4 X$ oerotrma 4 17 4R7r 17 P314 L P14" Mint DAaL WAbt ?IV497R '4Gt48a% ourmma owls AM L& 'AMSE 0 ul ``YA 17 klTM Me Via V44U +QtM MAL 04134 Vai Je"047 7rGa M 0111AW. e mvia.068 'A tT3111 AtTM t4k4L V134 0.1481 iouldr0 oAX812,16 U1, TV 11 AIL Ist V AYr4 MAIL WL A I Hbt ASTM o3s2 IaCAI3606 .00^71714 Nrl3rmlt *W22416 k 17 Ali 03401 IKAI M '.0'2911416 LA I7 Ll A 1: ASn cub L PI U4 C04t ASTM CaIOL D7IA Coda ItNlUlaat IOW42O t IY14rm16 M9Vm14 LL U it 1701: ASiM CIML WUR C4411 A"MoI. W13R N4t3 :eGAtelta IP..V9o?4 I111QfIDle WIW011 UL TA I7 Art" C1oo 1.84'4 M481 1:CMa /34 tY1Lm1l EA or lwOrrA W D..4% LLG Evaluation RAput 0150LOLDa Aar n-10224 Re RANWAA & 4JOIVIa12 PAp4 3 d 4 ®® M1AMDUCT ttVTRI'Y,?UDR @A YYDDt1CT C'OMTROL 6P.L -TION B6ILDENO AND vt;. tG6gpRt200t2COMFL ULACEDt7AR7M&rT(LNE) 1'.SU35Wd6°SV.m,Rwmhas BOARD AND CODE AD"WTRATION DEVISSOM 6rfn3tl, 1'IuMCtda31!7; -24'1 r(t8B]71d -Ave ?tAMJl3 -2 }99 NOTICE OF ACCEPTANCE (NOA) erriw.mlemkLce .0w: buldlnm Jed -WeR, rat (OR) 3737 Lakepor'1 B MkTRA Kialoath falls, OR 97601 SCOPE: This NOA it b aring iea(:ed order the nppllcaIB:e miles and reS.httiau goverraing the 1130 of conivuexion aaterIalt. The docu:nentleioe subnikted has boon reviewed y 'd1amFDade Cottuty, Prac!W Control 513cti('n and accepted by the board of Rules and Appeals (BORA) to be used in M nor{ -Dade County and odxz slcas who: a ullcwod by the AtlthLlity Haying RlriddeDlion (M-W). This NCA stiall net be vii after the expiration IWO tutted heiew, Ilse Mirmli Ceill Produt Conhai S"jor l (In Miami -Dade County) ourVor the AM (in rreae allies than MinEld -Dads Couilly) rV5k yI the right to haw th!t pr0c[u01 of uu7Lerial (ealOd fw qua:':ty assatapor pury(r M. If thin product or oratoi fails to perfanD in the awcptcd R:aaaor, the mairwrin Ala will hi the liWom cf such fa dv4 and the A:il MAY immedlecly revole, Imdlfy, or suspend the use of NACi product III matcriRl within Weir Jurisdiction. DORA w+en'cv the right to revoke fhia n ,rpinmq if it !i da wmined by Miami-Dil County Frodi Control Station that No prodllot or Dlatorial fildi t0 moot this nstwirwtIzal of dw app lii building code. This plv(lum is rtpp vvod as Ikaceibed hon:4N and has been dttiatwd to 000nply wit the Fi.ollda Bidding Code, hiciudittg the High Veixity I [uri icarle Zoue. DESCREMON: Soria MPlcmium Atlantic Nleyl 91100" Riita PVC Awlirli Win /ow - N.IG APP ROYAL DOCIUNIL1iT: DrewitlgNo, 10- JWN -02", tilled "Series Piardum Aflanlic Vinyl 8800 Awning Window - Hal Impai Betts 1 thilei l 6 of 6, dakd 06129!10 with tile iste']t revision detect 01/2 ',/11, p; 4pered by Enillneining. Expvmi, siytvd and wAl d by Fiatl& L. Barurer3q P E, bear.nl the Miam1-DaJot County Product Control Apxaval allsi with tie Notice of AoOcirtanclo hum »r And Approval date try li Warill Dade County "Lla Control Sudan MISSILE IMPACT RATING: None. LOU TATTONSr Miand -Daife Co" PtnLAnY Clal7o) A'yr:Rld Shutt4rti Or rrip Lc Devices Shan De Requited. LABELING! Each unjt shell bear a perreanent label wilt d:e wan aftctlrer'i :snare Dr logo, c Ity, sWte and f00pwin0 spttement, "Minlll -Clads COun.y Prodnes Control Approved ", Orllena odbe wise noted 3erain. RENEWAL of this NOA Shall INS miradc"d aR6r a rattewnl eppilcstion hoe beoo filed and tier's has boom no change in the ipplieable building axle negatively, aft li g the perforinence of this product TERMINATION of this NOA 'wilI occur li the axpLralicD data oT iftllac fist bccn A revIslon a olrange, ID the materials, use, mod/or Inallufecture of the plvdud a prtxoss, h':iaux of :h IS NOA at at ea4krse16m:t of e1y p.vJKt for Maim, advartisiug Or Any other pttrpowl shall eulana:ically, lorinhtate dais NOA. l7clutc to aomp'y with any seoticn Of this NOA shall be oil for larmin gibed Bad ro noial ANOA. ADVERTJ$&MLNr; T110 NOA umber psoceded by the words Minna -Dade Cotnnyr Florida, and f0lowed by " "41ratkn date my be displayLd in adwrtisirg lherntiam If any palioa or the NOA is displayed, teen it s all be done in $t antiroty k4811 VTJVY; A :M of this otlira ;VOA shall be provided to the usoor by the manlf8[: LOI cr ite diWibuton and shall b4 avedlable for 111,SPIK I Rt the job VIDA al the re(p!cat of tfie 9 wilding Official. Ih.2 :NCA eonlsiat 1 of" pill 1, evidoaee pI!Bge E 1, at wall U Approval doa.Irllam rnendxted above, llte submitted doculnexrnI" wm levic:rod by Jahae D. 40Wc s, P. ,B. CC= NOA rb, 10- 0913.11 Eq 1nf De Dttet March Qt, 2114 ` Ip IN App ,U% %I Deft Marco 13, loll Pete 1 G Mann arzslN -.:. �, .Dorm Ar .:Lrr'tR4 n1 i.N4 L+TTi110 �yl Dili 4 r A. r ATS. IPIC.AA NAIL FIN SECTION w cTir =a `+c�`A D nc Ol sx,Lw 7¢71 a �xAAa,. xvA- als'ct Asosx� J.LfTLY.l uL 8+.08608 as AAax 1011047 '� ra Ia'Nr par GiM1TA 2L MD eMemrema. r a.,- �� N L R'tl1a� 10POG5 ¢ MAbwMit LlApr" 1 •s• 0 - r Lr n °T ,Lx TYPICAL THRU FRAME SECTION N >a 7esN ] Ara. writs Icwz u -n.A, El, O 9 677 u I sc ®u rrni FMa NC4. j j P4FIGCTIXtuw'•A -a1B+Clr 9, L rltL 14 uc9cAAat111cA1 MFy -JifCT fC'N7 NO ALDASES :M`ACF NYM1u�9a Wmp NAN eA'NAU MI}NN MOL •]A'! nblN 4wA V Ce.,t r E 1Y1 AyTa l YA:HPMS SrW1 Y }AMC c6AZa a , (i[+Aw2� slew. R sA[YSSC y M pnLA6 Nr<&.ArNANaM.at laDA L it Liw r,lANS •F L I:! M',Q ,Ai.A Mfal ALLNYJ:.W 4I Mv'Rr6kww"11Div i1I4r swu!•.A„ro.A was•.. I sees, lEr53rac Kew \ rut u.t rsr�.nl elm Melt 'INLr f .... rNTTA.� R R.sP Ml[ M•wtE malr �iv�imTUereAw. [ac- 1aHCNAA ran RtAtJN rVMJfl - zHe,e4 w.,YrAk4 A &LNr R ' l�si 1 iTYPICAL ELEVATION } 3•. tea• E GENERAL o v.• sc a a -4 war ,x polls .c9nMC Ora• r+i,a s"i[nnm°yB,1+.a main'" ft'U''WAF I A i rid %��A :l6 rc[ Ae b IARWrwl.�rG.K MG 1 METAL DRIP EDGE AT RNA APPL7[1 OVER UNIEALA'RiNT 134 ASPHALT FELT [/IDo"YNENT R" 6EATMD4 MA& WrOtM N MALS (iuwAi4K) 6' 114 _ NOW kf ATHM NAIL 0 EDGEt Sit NAas OUMGVW40 t' ac MEPKIEDOR! OVER tHEAT1416 USE ULT EM1601 All To HOLs Ur BV"YMENr IN PLACE [Arta SHINGLES ARE LAID ROOF UNDERLAYMENT APPLICATION TYAa rx CXALM,XAa 2,, A 1 c1l I. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE VITH THE APPL !CAM" PROVISICKS OF SECTION 1507. FBC, 2001 a F R D UP T 472 AYMENT HALL BE A ROOF SL PES 2 2 0 LNDERL S A MI NINJt 5 2 LAVERS APPLIED AS r0.LOVY (SEE ABOVE) FBC 154738) I FOR R05 SLOPES 4L2 OR Gill UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLCVS: S'AR•ING AT T-C EAVE UNDERLAYNENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO TA EAVE, LAPPED a' AND rASTCNED SurFICIENTLY 70 STAY IN PLACE UNTIL SHINGLES ARE LAID. FBC 1547,182 4 DRIP EDGE- DRIP EDGE SHALL BE PROVIDED AT EAVES AND CABLES OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCAS CAVE DRIP EDGES SHALL EXTEND V4' BELOW SIEATWrG AND EXTEND BACK ON THE ROOF A MINE14.N OF 2 INCHES. DRIP EDGE SMALL BE MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER. F BC 1547 3.8.3 jelld- Wen - fee (ORl NOTICE QI ACCEPTANCE. LVID]l5UBM1TT6TJ A. DRAWINCS 1. Mantlfiseturtes die drawirip and sections. L Drawing No 10-JWY -0020-02, title6 "Series Pretnit:m Atlantic Vinyl 888 Awning Window - Nan I2npael', Blvd 1 thraugll 6 of 6, elated 010 w'th ilx I i l revision dated 01/21(11, prepa:od by Enginocritlg EApom Iro, sigEltd and Basked by Frank I- BeEvlmrde, P. E. IL TESTS 1. "eat TepcTtt oar 1) Air Iafiitradon TcsC per F3C, TAS 202-94 2) U nif6im Statc Alr Ptessuro Test, Loading FBC T,AS 202 -94 3) Water Resistance Test, per 1W, TAUS 202 -94 along with marked -up dtswings and L•>9tallatloa diogr -m of FVC Aluminum Window, prg3arod by National Certified'Festing Ltlboratci im Inc.. Test Report No. NCTL- 210- 3656 -31 dated 07,1311 signed and xucd by Gerard 1, Fcrtara. P.E. C. CALCULATIONS I. Ancbar cu eili i1un2 and stnicturrd analysis, Lcxnplying with FDC-2007, dated 07116/! 0, prepared by Fv gi lrortng Express, Inc., dated 02/04111, signed and sealed Iry, Frank L. Se7nriardo, P. E. Complies with ASTM E13W -0e D. QUALiTY ASSURANCE 1, bf?RSrk )II 3uE&II& and Ise ghborttood Compliance Departrni IBNQ. E. MATERIAL C@RTIFICATIDN3 I. Nodes of Acceptance No. lii- 091 ?,65 reviata 444113.06 isiuod to Mikron industries, Inc. (a diy! doln of Qtlmteti for ")Nrite PVC Extrusions for Aladmi mad Boots duAlify leg rot AAKA VA, Voluntary Specification for Poly (Viri Ch)oride) (PViC) Exterior Profiles by AAMA Fenus"lion Extoller Profile Certification Pregram" dated IO/I12010• expiringon9rMO11, F, BTATJVMLNTS l Sialcelcld Ictter of conforleaneq no financial Lnionel and compliance with the FBC 2007, dated Svp(crl/ber 07, 201.0, Signed and sell<d by Frank L. 8erumrdo, ?, l I. I IDorato y oomplieli letter fAlr Teat Pepurt No, NCTL -110 X656-3, 1saudd by National ColiTled Testing labors"il ", Imo., dated Jury 30, 2010, Gigrled and Settled by Cemrd J, Familiar, P. E. G. OTHERS 1. Acne. Js (me D, Gas ,N P. L Praline Control sedlAn sapellvAsr '10A Na 1641913,01 Esptrntice Date: Ill 03, 2016 dupt,ii Dates MAYA 03, lot t E -1 ASPHALT CDOIT TRNITY'ERD rA(T1s 17 Adli FtIAL OPt74 twat IICAL Ut I&INJOIJ a(To ARM GAIL WbA m4u WCA44at 14MAIII UL 17 Aa:M RnAl C-715A. W47 IICAWA IVIMI 1 U QUI1 1 q,Aar@ CMAnt I'Al4[61AA MPhil. Rai N. •21 NmH,g4l1 LI tC[AA SN aCNwn Vf17 ed*t 4. PSODUCS DESCRWt M 41 K"Is 'Afal.Sart1i "A Sa.arci and Sol" are a 116eilam rd:lAnd, 24A asp(Pl Mod sle k:L 4.2 Carrala• Camel* D 1 cwlelot Covery Cvaery Itantiill IS. (9[lr/ CDAyoAL Cram! SalwaL Grand S alit SaeY 14 Moran. 0ersax MYSi -fin 74rxat, Tottering AAm.Srslieq TTkabohhu Naaast 6 hbd^ T1mber0ne natural Shadow Arctt'Alts, Tksbwsav to / T , (:In VestiMat 30, Tlmbsbs heaMque 40 / TkAsirlare Cod Saiii wocollan�d u• "tka � F ied,�i � ANOMM& � Mblcat�l T6D0v+k,c f4dvlic la and 4.2 swo s. Is. MLWO a ,ddoacll. s-as ayldt rAYr 41VnpsL �5 4.4 Se" litalp4 SeLLA Ali ArrrnnfYeld, SraaA -Rapt Irr" t Redstart VAL Ridpbsl 14 RWiloos IR;d�1 -2 ad Tksi Hip and Rdee ee fibespazs ,A lioli No. had rNOt &,phi � 4.5 111o6t orl stainer Sole oldies a./ W®elw 1%,xia Stars tlrp St orgies ws a mw!A r Pi bar m plvt moo lbil s !. eDQiATTOw! it TAT. Iii A4 bn PNgi M nol FYl uhe It a,t MVNL 5.2 M Ckvabtbt b Ni pert of ttM EYGI gi s Reprasl rotor to --V Approve P,." Maoi Dvelory far art raii d Alb product 5.7 Vold CmslmLadoa: S.3.1 N GM Ahh+pks 1o4s1 hrdn art Classified M 1wlyds[S .4h P TaUo IS07.2. T. t and 0303.2.41 to ASTM Ill Class A andkMrOASTM 0715% Cim M. I;dikatins LAS fiN� ut alr heslalLTtbrt ad li irart its i leer 1 rte' ISO mph (`/a • A'4 "^ rkEW t! SAO" 6 13.2 AA W alp a di ,Whillo IMAM hoi are ChiXPO d in —4a.ke Aah FIC TAiii 1. 7 1 .l +ar R903. .d. 6a AS, DSlit P rr a L 2 1 -N tars , Andlasaq its r bit for lu d Mid Iona sap b V.,, .150 mph (4r s 191 rnph). Refer m ss� 1 s ry I�i,atl,ksiktr rer}hanenu V Want Mis wad'atta. S.].] CLLStRathst 6Y ASTN DfISsS sp y to aycAN♦ rysp 1 or C ere a WIKty De4ld d 60 ki a 1008 GivtstbAs by ague Eriad dol{s prabaafad Me ralulyd for 00.3mbn3 oulrre here br"izla. Caraad the thii rtvnuAcWnt kt dab spooft NO each aMegh SA N Veldrey to the rod aoaerviW nrr here gaoi aAUS•u sire at acmrL.�ne was av Ri &Ai Cade a.Td PAC. At le 94-3. e. DWIAl1ATUM 4.1 UdwAalnroi 01.1 Urderarrwrot a 9W be sA lb GAkP.k t shale h,N oaralt Aordar SLtoi Prodlld Apsrov Ile, App per per FW Saabru 1507.2.3, 1507.14 oar A9V3 11 A2 Stsrts 9hasAea EMR4r RH4srd AN EMIR L1.0 Ev tiAnt" Ryan MSOLDLDO d FLael24aa awAsAr•a & i►. tprMl M7 rr PREMIUM ATLANTIC VINYL SERIES 8800 AWNING NON - IMPACT RESISTANT ,SID HM SrAH AA,,. , Ilk iarTN wA7AUe LE �l Gri3 RLr.1RQVR rsxtitgAeyu `Ti] -wcxcrouFUa roo a ew.M MMe 1 lea Mr'et MAn +lutsx tT A'iD•s TIf 1fC�C Fry[JA VMS "I 'K.iw •eA m' I !' g 5 tTtiTAlt 0.0.51 0`04,n t` . / TGHOA aWDW of s[uA TV � 1471 Awo NasT .'cr.,,t -u pva.L ��CCC �� s�wrw� T v,um,a - N ray 1V � 49 \, ,bit' , nM�i,_.�- •'At -.D �I it -off'- i`:v"�:..o�.Tii L �wa f hall $ARC IaR[1Pr'A— ,oltANOaA I ha �tr 'a]I.a !M ftM]NIS .R M ?J0. W!:V 2 I G tar, Imo =T w r. [ I NAM •JCS DL AM25 NQ• Ilru J'R "l cnowA. a yrpt yuj y OMICeY — 201 "AMP NSrAaal — - 8 two E 1e, 3.31? ° s, - - _ ,\ ;Y1 o s,t NAx s >:]s' 'ea+ r s TwrN JtmATa 2 4,14 $' f1✓.Tpl ndN ' — nr"AC�reO UAL Mi„ae1170F ".'V SAS1u11. -ST :M�nP. -a sL CLt'lP +/.till IS �fI ■¢�J'IatII.'��y. :b :LN'tl 6r sU. t I` ¢- W, Rp F1 r sAaq — - J1.'AR � - I A' .,NAI -�Ut V1.1 .' — �— ixrCaTICMI'PESS.l4 4'006 AYFMg6+ mot. EOP�I EIC -310K 7115E �` IIIaT11G r1r 1 W6..2 S: Rlr DRt - IXCrN['Aa / I / a- -,T,,Ae Ental -•t opm+s I T` nNw-scwo� u j / ,a 10-]WN-J02 ALLOWABLE DESIGN PRESSURES / X 1; +50 PSF } _ 41 IF PAX d \� k� SO PSF _4 - -- Il . AX l P>ciYSm �IwNe aei atosrnta Awarea s�r All a1E -•]R Yan,f 6 A:'3/:N Pxl Ci11Jr11G A6 IOII 1 I t z �H /SRJCTJAL SYXLN! rrni FMa NC4. j j _ -'A Eau— L rltL 14 uc9cAAat111cA1 MFy -JifCT fC'N7 NO ALDASES :M`ACF NYM1u�9a Wmp NAN eA'NAU MI}NN MOL •]A'! nblN 4wA V Ce.,t r E 1Y1 AyTa l YA:HPMS SrW1 Y }AMC c6AZa a , (i[+Aw2� slew. R sA[YSSC y rtx1A s n1 Nr<&.ArNANaM.at laDA L it Liw r,lANS •F L I:! M',Q ,Ai.A Mfal ALLNYJ:.W 4I Mv'Rr6kww"11Div i1I4r swu!•.A„ro.A was•.. I sees, lEr53rac Kew \ rut u.t rsr�.nl elm Melt 'INLr .... rNTTA.� R R.sP Ml[ M•wtE malr �iv�imTUereAw. [ac- 1aHCNAA ran RtAtJN rVMJfl - zHe,e4 w.,YrAk4 A &LNr R ' l�si 1 iTYPICAL ELEVATION } 3•. tea• E GENERAL o r+i,a s"i[nnm°yB,1+.a main'" ft'U''WAF a 3t eon d"LC �iruUSWE6 1A' AW �• I ranllM MD'EMIM aSA,L IYSSin I N 11'4- T 1 I t z �H /SRJCTJAL SYXLN! yrT rtA,reMn rlOLaNtyIAY YV,PC.�,r1vi're �TK mNUAM f "IJ.IJN T6 TOTw'3S�TIr•E dilTJiAL Arc ,&6NSU KIr[',aam —1 _ -'A Eau— L rltL 14 uc9cAAat111cA1 MFy -JifCT fC'N7 NO ALDASES :M`ACF NYM1u�9a Wmp NAN eA'NAU MI}NN MOL •]A'! nblN 4wA V Ce.,t r E 1Y1 AyTa l YA:HPMS SrW1 Y }AMC c6AZa a , (i[+Aw2� slew. R sA[YSSC y ON1+1' s�Nw.c ON �`� Nr<&.ArNANaM.at laDA L it Liw r,lANS •F L I:! M',Q ,Ai.A Mfal ALLNYJ:.W 4I Mv'Rr6kww"11Div i1I4r swu!•.A„ro.A was•.. I sees, lEr53rac Kew \ rut u.t rsr�.nl elm Melt 'INLr lo-twN f$ WI2AAL VR K w.,YrAk4 A &LNr R ' l�si ,GLAZING DETAIL S G (a) '.J �1 ASSEMBLY DETAIL i` TRIM l CIA hEUaRtkn d "an Shia SWV Shinglpl AM A'baePMbebcawr Starlet Side ShiNgI five urnplr wah lit rmrut4Lmra'a ounar puhtand Yr,vuc,k- 6.2 MpAhah 6ha.pler ti 6.].1 bMaRYkw d sAgfat le along aMlWlr A'S. r taAV color Hart cnt pu06t w kseudbea, loony rrrk loon Fala (4) rcM1 per Yti,61Y in lmrdarL/ Arih ree Sai 1507.2 a k9a S2, wIm Lut A.aaaby cacy(b,rc v F�n.*A Cali D / tamdot 30, Carat Stout sal, canary Itmdon It Norval sre wx-gard't-Wis. n+ink ore firs (3) alrzrars Rv Shingle 6.31 Fallen" Hue W In accarea" with carliacteelY pulNldred requfrfalnNa bet lot IM tha0 f6[ 15071.4 a kDoll S. 'SlAAi se ed pie Amoll 6.3.1 Wtwt ne Mad 140 --A- 21 1111 ratkal In 12 Ards hortit." P" meAhAs d lasleninp re re4uitd. C Jai a. Alib•pk mr,udeisnrr fw dtuaaL 6.4 N4 m Will rddnglim 6.4 .1 kjUWM1a of Rldgiasl 4. "so it WA floi 12 rptvm Al ltlpbe avid atorpA' wail the m7a faidarar's —oi puba[sd Irstnc'Jw wall o mbA— two (27 raft Pr We (SOW d f" (4) li% Far AF Nbl old sXPW rbdMp maurt. 6.41 Inflaranom of Seal- A-Rosli So* A-W" AmnnhkY ad WAihd6f YNpads 4pMare U a+pitaR s!0pko the mroplr wan Nr rTlanudactvn's a—st published Vwtnati awt a mbi ,.o (2) .6 pe staple 8.43 kmLa kr d Tbnbel0: Hi sit P1,10 atdvR Virgil "A witpi with the tsrasadacurrea't r•t 9.1oll rid bwtrVWms A s I erNAwt two (I) I.da Per 61 And /sad. d Sonrrbarn PIPt pus Gadt PAralethete SwAi Ifuesl K 4DUmnp ad Moslty $sloe a SoM A&-two. o� CIA thmsa,lr AI A bt la aasrdau with dv - -liadlim's p,81:,1e6 re'p.ivrwom but I-A Yaa nvn fflt 1507.16 or R9M.Ei SiApics art mA pr�mNtd. 7. Wna+d1 7.1 Eadl Art dun tsar a pf"TMaPord bi sU the rnaMshra i HarM, kyo, city, hate ant kph of the Acaedltd Quasar Assures ue Age" hoed ',ado: 7.7 di m sf�a/ Irdkatw Aorrot wleh are d the 1egPdre4 6,c.GAa Aeivs 11d in Tebar 7107.17 1 r R90S.2.6 -L L euxorom IEnPOT RIQDIAE1EKm As r t a Call a Ko JortrltlaaA u Order to kale it* eyJrN the DW e+a 0e, aT e'0 Alri'wrfty +b`0 DrpaY Yliafutlal d 1101 pradW. t. NAAUfIICTU M PIA M Cmaid dt fund 4A. PAAV to IrV -11Un w w ih plai produle aro&.h —aid 1w RaiL It 9111-3 QA requlranere& 16. QOAtm AssuRAAAca EMTlnrt Underwelen UPIKra°aies - Q(iiul (U7j 664.7341 . END W EVAIVATtOR REPORT • pwatlaa C _. .. aa.tiid. -bee a afire LLG EvduMAr NAMrE 011 �21M'" s•"WAAA a axaariplz Pap, 4 As 4 a [M aril laeru 5100. A-MIQ N Woo, Olwr rt CLAIMI i .Lrrl,rw — YAMH t} w 1 ►'AVM s =41 puyu� p.seatAta W°dSao9�]rars S mIN D II3A GMt�ta TTA 1 4@Ir D ,Tit 44 2�T�1 J--r�— I.A - u +oL4 11n6'R i+rs _ ,�, war IN, APP1 sY,r ywhe : �, �U t. —(An V,e nM Al M As CPIA1,1ell )arYw,N r.4aew i cw rl ) 0A11, _ S of D. is _ .4�a„L_ Ro-t.I Dl9H fn wit u a: ra, as NN n sAS RIr-lwb rreralr Dr rot T"— 'ER:TS • lr 11541 NX u" erAa Tsai_ Herr a soli sr Y sp' m zre +8.o- _ u-da x 6315 AR , At MH SAw Par v AFH a 1 Z � 4 - _ 4R Gu C:I Y fafA N Twy a-- � - -- -- . Ae _ .. a1a rte. c R .' Irk e.EOt ID m m aaf,ir SD' a9r9 dl anus S h A ]Sect 9wn Nrn Al #A 'wH Me IM 344 PFH 445 al , rabrta -vr 37ANNT' AN.fr L tl i 1151•R - Rrnb hied[ b _.- 6 l war He lf4' _ KN fN6 _ - N 1}- phi _. - - - Lwi 11M .W.— .., iq M iii Lm O bLY ra L0R•IAtlr qrs Litt Fci r Nil a,mw _ ra •n sa r >r Awl sa Mrawa rm Aa A�A.YCS COOS EKTRVOGR N A WEW CII IT YY, 9-4-16 -M:A N-VAD E B! S U74-Y A9 = PWPDRYAP E l. EKIRL00t A. ,am IN ASPHALT FELT UMDVLAYMENT METAL BW EDGE At 4%19 APPLIEV OVG UnciLAP"T START THIRD C11" VITA -� ,L tTRV 1111141 rsw START 3EC" C01 VEIN FULL 61W NINA STRIP, OR 1/2 TM DIVERTED BIART VITA rL trnr COURSE ROOFING APPLICATION L ROOF CCVERINCS SHALL DE APPLIED IN ACCORDANCE VITH THE APPLICABLE PROVISIONS OF SECTION 15V FBC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ASPHALT SMNCLES SHALL BE USED ONLY ON ROOT SLOPES OF N2 OR GREATER rOR ROOF SLOPES FROM 2,12 LA' TO 012 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. 1 UNLESS OTHERWISE HEI REDU:RE) UMDERLAYMENT SHALL CONFORM W17H ASTM D 226, TYPE 1, OR ASTM 4669, TYPE I F3C 150733 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225 OR ASTM D3462. FBC 1307 .5.4 S ASPHALT SHINGLES SHALL -iii SELF SEAL STRIPS O2 BE INTERLOCKING, AND LY COMP VITH ASTM D225 OR ASTM D3462. FDC 15073.3 6 FASTENRS FOIL ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING MAILS MINIMUM 12 GA (0.103 INCH SHANK VITH A MINIMUM 31 DIAMETER HEAD. OF A LENGTH r0 PENETRATE THROUGH THE ROTING MATERIALS AND A MNIAUM OF 3/4' (DANK INTO THE ROOF SIEATHENC. V-ERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK TIE NAILS SHALL PENETRATE THREUCH THE SHEATHING FBC L5073.6 J ASPHALT SHINGLES SHALL BE SECURED TO TIE ROOF VITH NUT LESS FOUR FASTENERS PER STRIP OR rWD FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACFIENT OF ASPHALT SHINGLES SHALL CONFORM VITH ASTN D316I (MODIFIED TD 110 MPH) ON M -DC PA 107 -9S FIC 13073.7 � ?10�MFI'r•w� � r a�rurzS wan _ / w'. rNCrru sear iM �LOtw Mao / rxn.otAUass '{ }'N'.E t- u,•:"c' -°•` 1 t'N°Aa. j ' -ANA ' 1 giI / I I \ ITEN�y[}D�[• L / L X \'�I it R •w.l I"'l:Aa ,°- : "' +wWir. r - - - -- -u er ac Ia,aAn�O A - r„raz, � m- z�nlYa wn .''*oi•,� � - --H p t : FRAME ANCHOR ELEVATION rz1 NAIL FIN ANCHOR ELEVATION t 1 .,4 meex, ruN 2 era w�wnAeuv I ANCHOR SCHEDVLE: ANCHOR NOTES: ..aL r— alA— Mal.1Y SR AnCF: A aCIA'I(M, K4:11(X.a LJUI1V4 MO,Ve R+Nlra oaleGAan,wa—on A. MDMMS HN. NYerNlf•.. IN 1rf YA2 rnM WAIJACTVALAI • 41, m uFAOM Im TA.C4ra M[A M1CiAMLVA-L n x w M%O A..xC CA C•aC'.• INT•A ,o HouoA euatw A13 L'3' r1Ce [ii'M3 Mar ye, ASNCB R �(lCR l X,raNAri- -,, A,n Br ®MD I'ri4 Zi, INALL luru�sc.�„!lit l[iaeayj�pNl M%6 H-[C0 3+4'478+8 m Mora eua no Mors TrAlKrMor Na:NL2 A •oaNAt fps eNa'aV rt NCJO —nos, ;t.RL er1 0!0608 C4M11 IrOM 'l>nT SrcKrR Y V1L r lWTta1 Maur G-0.Ae JA i Val[ . rTM A'COD aaa:.w MATH H/1- to A AAa— al. a4CAY rNaA]NC rIAMMV!ONLY *sJA A,o Ln aaa . 44AAwr Y- tA wA No ua Nme r M iaMVO4rAUIG as•x 1Far>l --U V,MNj1 M ENE MIt, A CfTP4 5111 51EORa •CIl2 R A[BrNAI .IWI Y AFHIItD Alf mr�MAe'xrTr]l AND 1M'aJU CCILer^rVOIMCAWHMLE MJID:ra con, CMrlJAJFWrta ReCOLC C,nnrAOLUKA. rl.,.Tt awwcaa D:rrtAru r VN rN, caa1L76 _ _ 10•JdIN -00 uGWC<NantACCVa4[uR CC1.1DID[YNAA'ai'„61Mt.T�rt4DIXa R1M"r1.lUl rrt(vAGA IU 1/t ll•R I Aelf IruL 9C+LA N�[aK Vrr(e >r AC,1nrNG nl oeG•:la, IAt tI VT N!E - - m S nA—m araD, ua ro nlYtD AMA 1WMr /wwws -, �s�s�yWpVYNA4'V: 0.°16tAT[rRU Ait3la lC, Y•f1N xIA4 AO ANtiW neoNN[Xa 17YY1Iww •Tana. i, Nita_ ewswe sTNKTI. R ApOG RAM;A14, E sac aran.Re Mw DGb un n3J tu• MILT olsnm Me aro AO[Gx,T w n raAror. PA'+Ar•L moo. on:oMN. M;:ssvA, TRan6 raJ6 ruCry me,stswiec;raaam ,ra, ror.M.wrSn'3VA eo ,NC A+>ofW [.)u+ra - PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF t30 MPH WITH FASTEST SPEED OF 110 15/32' CDX SHEATHING SHALL BE NAILED W/ Bd RS NAILS B 6' O.0 2 EDGES AND 8' OC, MAX IN THE FIELD. USE 1/2' STEEL PLYCLIPS. ppLlryAwxi.a. r— C i "x0.210' -T�J 0.187 0� g 2 WEATHERSTRIP oawr� cT,L NO�:S.:w w.raauv6 _ ' SETTING BLOCK 1 �21 1 -i_JC ' o•uo• • ��N4 1 T.. _. - _. F <tr { I � o r j SC A me o >ASe acts• n. n¢Aresa e MI�f L ,7 GLASS STOP 0 r.n•c h OPERATORS q I ' rAt,A,G,wew.,,•rmGAMI ... 0.197 ".0.250" '� - ors• ,t W 1 MAIN FRAME °an �N� I. 1 F.,Y ML 2B r,1 -SEAL �,r�• -� O yaD SNAP -IN FLANGE -IN FLANGE r J _ r. rr I OPERATOR ASS Y - I' riHC a]1' r. �P ,.•,.v. srtA_ ^ai.1 HOLE PLUG �J t � i. sot• 49 r . A a• "®t- -i a°,r rnr n:u..'® �, atto'r,Ia S OPERATOR GASKET 11 PLATE SUPPORT I g r -I'v Y•rY :ALV rem - C1� SB SASH REINFORCEMENT �• 1.AW�1.R3 r•.o• :AIV AAN Ji A:g 1 SAS nc 0!AP .JS — ofw1- rr•. N1ioz. N 0 � ? 9rm�o:m 01St �t•e � 71 KEEPS wv 1 4t]P. ry t f rr,1 HIIVGE - RH ^ M1NGE - LH LOCK SLLDER -Tit • rr r+alum nw[ r . I r arAa,as sJL ♦. r °• acre sTreL 4J e1rY L r I mP 1 `t TRACK W/ 9 DUAL PIVOTS s 11 yN 1 N1 Am a MIRA fit AMp I - MS:Gn Mean � I lt]ViN -0028 a �+rra 10 ]Wit 0020 [_FRAME CORNER DETAIL 2 SASH CORNER DETAIL � �` e r s. uTalx atv 4 Nra urwax Ltd p H fl I N II Ii H u �4747 ix NN H II II STEEL PLYCLIPS H u I H B1 IS NAILS � I PLYWOOD NAIL PATTERN (ROOF) A�A.YCS COOS EKTRVOGR N A WEW CII IT YY, 9-4-16 -M:A N-VAD E B! S U74-Y A9 = PWPDRYAP E l. EKIRL00t A. ,am IN ASPHALT FELT UMDVLAYMENT METAL BW EDGE At 4%19 APPLIEV OVG UnciLAP"T START THIRD C11" VITA -� ,L tTRV 1111141 rsw START 3EC" C01 VEIN FULL 61W NINA STRIP, OR 1/2 TM DIVERTED BIART VITA rL trnr COURSE ROOFING APPLICATION L ROOF CCVERINCS SHALL DE APPLIED IN ACCORDANCE VITH THE APPLICABLE PROVISIONS OF SECTION 15V FBC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ASPHALT SMNCLES SHALL BE USED ONLY ON ROOT SLOPES OF N2 OR GREATER rOR ROOF SLOPES FROM 2,12 LA' TO 012 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. 1 UNLESS OTHERWISE HEI REDU:RE) UMDERLAYMENT SHALL CONFORM W17H ASTM D 226, TYPE 1, OR ASTM 4669, TYPE I F3C 150733 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225 OR ASTM D3462. FBC 1307 .5.4 S ASPHALT SHINGLES SHALL -iii SELF SEAL STRIPS O2 BE INTERLOCKING, AND LY COMP VITH ASTM D225 OR ASTM D3462. FDC 15073.3 6 FASTENRS FOIL ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING MAILS MINIMUM 12 GA (0.103 INCH SHANK VITH A MINIMUM 31 DIAMETER HEAD. OF A LENGTH r0 PENETRATE THROUGH THE ROTING MATERIALS AND A MNIAUM OF 3/4' (DANK INTO THE ROOF SIEATHENC. V-ERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK TIE NAILS SHALL PENETRATE THREUCH THE SHEATHING FBC L5073.6 J ASPHALT SHINGLES SHALL BE SECURED TO TIE ROOF VITH NUT LESS FOUR FASTENERS PER STRIP OR rWD FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACFIENT OF ASPHALT SHINGLES SHALL CONFORM VITH ASTN D316I (MODIFIED TD 110 MPH) ON M -DC PA 107 -9S FIC 13073.7 � ?10�MFI'r•w� � r a�rurzS wan _ / w'. rNCrru sear iM �LOtw Mao / rxn.otAUass '{ }'N'.E t- u,•:"c' -°•` 1 t'N°Aa. j ' -ANA ' 1 giI / I I \ ITEN�y[}D�[• L / L X \'�I it R •w.l I"'l:Aa ,°- : "' +wWir. r - - - -- -u er ac Ia,aAn�O A - r„raz, � m- z�nlYa wn .''*oi•,� � - --H p t : FRAME ANCHOR ELEVATION rz1 NAIL FIN ANCHOR ELEVATION t 1 .,4 meex, ruN 2 era w�wnAeuv I ANCHOR SCHEDVLE: ANCHOR NOTES: ..aL r— alA— Mal.1Y SR AnCF: A aCIA'I(M, K4:11(X.a LJUI1V4 MO,Ve R+Nlra oaleGAan,wa—on A. MDMMS HN. NYerNlf•.. IN 1rf YA2 rnM WAIJACTVALAI • 41, m uFAOM Im TA.C4ra M[A M1CiAMLVA-L n x w M%O A..xC CA C•aC'.• INT•A ,o HouoA euatw A13 L'3' r1Ce [ii'M3 Mar ye, ASNCB R �(lCR l X,raNAri- -,, A,n Br ®MD I'ri4 Zi, INALL luru�sc.�„!lit l[iaeayj�pNl M%6 H-[C0 3+4'478+8 m Mora eua no Mors TrAlKrMor Na:NL2 A •oaNAt fps eNa'aV rt NCJO —nos, ;t.RL er1 0!0608 C4M11 IrOM 'l>nT SrcKrR Y V1L r lWTta1 Maur G-0.Ae JA i Val[ . rTM A'COD aaa:.w MATH H/1- to A AAa— al. a4CAY rNaA]NC rIAMMV!ONLY *sJA A,o Ln aaa . 44AAwr Y- tA wA No ua Nme r M iaMVO4rAUIG as•x 1Far>l --U V,MNj1 M ENE MIt, A CfTP4 5111 51EORa •CIl2 R A[BrNAI .IWI Y AFHIItD Alf mr�MAe'xrTr]l AND 1M'aJU CCILer^rVOIMCAWHMLE MJID:ra con, CMrlJAJFWrta ReCOLC C,nnrAOLUKA. rl.,.Tt awwcaa D:rrtAru r VN rN, caa1L76 _ _ 10•JdIN -00 uGWC<NantACCVa4[uR CC1.1DID[YNAA'ai'„61Mt.T�rt4DIXa R1M"r1.lUl rrt(vAGA IU 1/t ll•R I Aelf IruL 9C+LA N�[aK Vrr(e >r AC,1nrNG nl oeG•:la, IAt tI VT N!E - - m S nA—m araD, ua ro nlYtD AMA 1WMr /wwws -, �s�s�yWpVYNA4'V: 0.°16tAT[rRU Ait3la lC, Y•f1N xIA4 AO ANtiW neoNN[Xa 17YY1Iww •Tana. i, Nita_ ewswe sTNKTI. R ApOG RAM;A14, E sac aran.Re Mw DGb un n3J tu• MILT olsnm Me aro AO[Gx,T w n raAror. PA'+Ar•L moo. on:oMN. M;:ssvA, TRan6 raJ6 ruCry me,stswiec;raaam ,ra, ror.M.wrSn'3VA eo ,NC A+>ofW [.)u+ra - PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF t30 MPH WITH FASTEST SPEED OF 110 15/32' CDX SHEATHING SHALL BE NAILED W/ Bd RS NAILS B 6' O.0 2 EDGES AND 8' OC, MAX IN THE FIELD. USE 1/2' STEEL PLYCLIPS. ppLlryAwxi.a. r— C i "x0.210' -T�J 0.187 0� g 2 WEATHERSTRIP oawr� cT,L NO�:S.:w w.raauv6 _ ' SETTING BLOCK 1 �21 1 -i_JC ' o•uo• • ��N4 1 T.. _. - _. F <tr { I � o r j SC A me o >ASe acts• n. n¢Aresa e MI�f L ,7 GLASS STOP 0 r.n•c h OPERATORS q I ' rAt,A,G,wew.,,•rmGAMI ... 0.197 ".0.250" '� - ors• ,t W 1 MAIN FRAME °an �N� I. 1 F.,Y ML 2B r,1 -SEAL �,r�• -� O yaD SNAP -IN FLANGE -IN FLANGE r J _ r. rr I OPERATOR ASS Y - I' riHC a]1' r. �P ,.•,.v. srtA_ ^ai.1 HOLE PLUG �J t � i. sot• 49 r . A a• "®t- -i a°,r rnr n:u..'® �, atto'r,Ia S OPERATOR GASKET 11 PLATE SUPPORT I g r -I'v Y•rY :ALV rem - C1� SB SASH REINFORCEMENT �• 1.AW�1.R3 r•.o• :AIV AAN Ji A:g 1 SAS nc 0!AP .JS — ofw1- rr•. N1ioz. N 0 � ? 9rm�o:m 01St �t•e � 71 KEEPS wv 1 4t]P. ry t f rr,1 HIIVGE - RH ^ M1NGE - LH LOCK SLLDER -Tit • rr r+alum nw[ r . I r arAa,as sJL ♦. r °• acre sTreL 4J e1rY L r I mP 1 `t TRACK W/ 9 DUAL PIVOTS s 11 yN 1 N1 Am a MIRA fit AMp I - MS:Gn Mean � I lt]ViN -0028 a �+rra 10 ]Wit 0020 [_FRAME CORNER DETAIL 2 SASH CORNER DETAIL � �` e r s. uTalx atv 4 Nra urwax Ltd p H fl I N II Ii H u �4747 ix NN H II II STEEL PLYCLIPS H u I H B1 IS NAILS � I PLYWOOD NAIL PATTERN (ROOF) FL # FL13541 -R2 Application Type Revision Code Version 2010 Application Status Approved TIP *Approved by DCA. Approvals by DCA shall be reviewed and 1 ' , h m ro"�w�.. -� a / U ratified by the POCand/or the Commi ssion if necessary, `4"'°``' " "°'"''��`N.` °" =n°' - --- r+,n[ a r +,r a Aer �,muaas ro rau, p[JIN a «c•e.wm r au uuu, eeC w.rgha re m rnrxss.Nt ranmur in »e Nr e [ xsa:i•11w �I .y i .Tna. ! t i rfu.F 1, if' a.fD a msc'ID Tape TT't Wbl , F�4P.,M,G Connnents G° OTE9 g '..LiA'1 L1DCR 9.1ti7rT1. LA" P,u`u r►�e'IE w�1N B➢ LT b+ERAt:. F^NW f N Y1TM i I.�r ivE4Al.L rRwE w1DtN B . Archived AEL6 WtM 1A00P srYTE r ' ARTS LIST Nxr 1+G VEItTxAV sET Tcrls A 3,r 2s tr AA As J.T m unF " P V GL OOM � r DES16M(SIIC"ll PRO F" DPJIQVF r 16 AY Is 3rr IS yr 'Al Cttl�., MS 201/ A2 Esi X P-f' rm PR rM•(LN0PAQ1 D I 1 II'-"' wI RSItAf;.,AL 000➢ wll7f1• ' SrR11 �Ut / i • Al ^ D. a -`'M�CD DI 1. -- - OLa Product Manufacturer 3ELD -WEN aHIEfi Ltu is N6 ` ALTEFI.A 6fm1 tMAw�xs 3 ® } I. "a PRODUCT 9tE'YdA'I HEREIN is OES;6i TO COkil JI'ii! t4 CUPRE NT RC AND FLORIDA 9LL.OiNi COQ ;FB47 ➢ � D1G LS � � '+ � ,� � � ®I \ •'� Address /Phone /Email 3737 Lakeport Blvd aASEnUMTrreSlcrecAaDStxeDGrE CTr4►sE€ NT> srcDTeASTVES�coz ,eas+oo.r�Etot.Ennn+A,aoaaa MINI n6 s �z tA9 f! fue \ u t ix AND 1. A WOOD SJCKS BY otrrtRf• U lS' D! A ChCF E0 PACKIREY TO TRA-4WER LOADS TO TAE 5n?' '_` RE. -Il _ F COWER CDN5TR11GilONS 'n r ( 1 1 " FtuE I'ORL'X'NT � 93 C , Klamath Falls OR 97601 , 800 53 5-393 6 L PRODUCT aAr'HDRS ShALI BE AS LISTED AND SFACEDAS ` N ON DETA.AB, ANCHOR E1V9EDMENt 1G BASE aLATaE i D.LO, " ( ) 6,AtERIAL SHALL BE BEYDND YNAL DRIlli ON $T:ACCXD. INTERIOR 4 WOW 2x D+STALLATroN st/0W91 fbc�a'eld -wen com E. LIES IGhPRESSUP1RATI N0WETABLE1,SIEET1. AI A3 93 [3� dqg$ "oo02 %uxiTAU'n°" ri J 6 F Q RIDR APPROVED IMPACT RE" 3TANCI! SIAITTF.Rg AID REOUFIED WWErtE RELE`VNP9 M Q 8 ShIC" hl Authorized Signature Janet Gerard 6SCALEBASFD0f111Nt151EETSIZE DE%NPR�1RERATING g C � o 0 6 g '� C3 � �I T. ALl ix a u TD a[ 0,61 sPE'cFFe GRAJITY OR DREATER. 8 8 411111 C2\ fbc�jeld wen.com LPR001 mINSNOTBEE- 4Ii" WATEASNFLTRATgaIEAL RIIDRITYIIAVtWOJUPISDIC `IONHEQUIMSIKATPWJD CA7 E, SLµ 6 y , e Ill Tf1S REalIRFSAIli SRCEAICT S}JILL BE USED MEL '1• IALLEDAT LDGAT" PRQTECTED P QvEW"i1i SOCH � � � � ry � - � 6 Lr r' � Technical Representative Steve Sa ffel l E TVIAT (WERHA.NO ji RA r10 w QH LIlIGTWOM HEIGHT IS 1.A J SWME DOOR uNc E Daa w! sIC[12TEx S s 3 5f < e +oa z MIL "�"" y`rAL °iG6s ucnoF' rf A ALL FASTENERS JI WDOD 5HP11 ODM-EA STR711 Y16' Cam. UANI.2 ktr ONLr a pBl BOOR V4 OR W1D sl0l.•T!S Y1 c ""- yy R D1.D. *uet 2J( p13TALLA11g11 RIOWN CDT57R1MG j'' I 1: R R .MOOD 29 Ok51ALLATILN 52fDWN WODO 2x otSYAt1AT10N P Address /Phone /Email 3737 Lakeport Blvd I� T� f 6 �] =3 m Klamath Falls OR 97601 t7 NEGATIE ro fa K LL B J.i- a v '� 3 F T 16 ° 6 S (541) 882 -3451 Ext 2900 tia,rt .ro r `A' .Aa '0A ` r 2a u 19 rb 1 stevesaC d wen, .PESTS: Ill FACE SWEET S ARE ItACE DF A FWUWL15S'AATIll IAOLDE0 TOnE r .f �� a A 11 1: a 1 f Titles gXS a Tp, I3 -�- 2S 26 T6 ]I `I 4Z-,- �e �1,5 ti€sfDN. AT S6Y rh (56 HECN VATH A DE NSITY CIF 66 P C�. � Sf - -�tf s'�IM /G gl• MDKT T$�3pACD 0uT9wM 11- bR�wACT T 2 13 i 71 7 L1 S 2S r3 I CCRE DESAiJN; THE 0 RE'YAV9STS OF 2 xDJNA ('< 27] DEP79TY riIFA IDCtYURETY ANE FCr1M f ` ` f I • '� � t{ ES Quality Assurance Representat ive 1 l 2+°�+ -w� -- sl�'�T� �' -� S] 0\ESt.LL fiWK VOD:N y 2 POOR FRAAE CDNSTRVCT � 'TE wNGE AHD LATCH STa.ES ARE klAd,'E Gf PVG CAPRED LAtaf•LLT W YEMEFJL l:lMBEP 0.K1• TIE ST4E! , � a Y:' _ 35 y-r nWi Wy'M I 1 47 Address/ Phone/ Em ai I THEE.' '.S TrJP RA.L, VAitCH rS ALSO PVC CAPPED .YL PAE HOTTOM RAdL a PL50 LtAPE OF LVL AYO C:APPEO +w >SrkAZAL X•tlA 'n.OTH Ir is L'r 31 Lr -•--j J 12 17 17 W TN 7NC, TWO STAPLES ARE I19Ea AT EM:H CORIER TO HMO TI! FRAMs, TUDETI*A PR10R 10 GLL)M TH[ Si ON. A I e2T % 2 Mrs' P4 M PANEL WTDM f PAd10. wT1r1'1 {H R t] l/ 11 A6 17 Aj U 2S ;• .17 l4 a6 �, A7 "'L- 1 Category Exterior Doors LoGlceLOCx IS GELUREO TO T,4E urcN. s T a.E T`AT4 2 STAPLES, EVENLY SPACED ILLONG ITS Lf iii -{' v PAIIEL�t{7'7RUCTICr� T7'1! F1IERM-43S SfUl ARE DLLCD 10 T14E FRQA MQ TTNE GA'rtTY 15 "1 1•LEC TED 'Ni t ` � ® � � � � I �1 t �SIfi31tE� ?V� Ly 11 AAA � ItOFTNL [� 21 1 / � ti � :1 t➢ � ig t3 Subcategory Swinging Exterior Door Assemblies T�EraC70Fd COReMATEAAL, _j s AT uu009 SIXU11ATSIDE:AiPl BIDELf1E COIWgTRUC` EACaF 8%IEUTE I8'�NSTRUCTED T11E SAM[ AS A DOOR PANEL NCLULAN 3 Ckli DES11i OLT EE0.UOING Ti WaQO - +� 6 a 1 a AT DOUBLE PI:K ]}111 Compliance Method Certification Mark or Listing [ L S3u aFZt/ 000F61616OFrN001P8 'GIL"S PANES SEPARATED tYA OJT AIR Sli l j NOTES, o A �d + s zg, { f z 7 �t�, D00R Sy�TF_AI CCai3TITLIC7)Ort THE tRAME JAMBO AND MEAD ASSE Vol tAC TO a WOM Trill OU'lli 413 SU 15 CONIM31i li O [a (�Atl CtJTAVIM, YIEWS ARE tiK1}I fX`EPEt7L L L I➢ tll j7 i f 6 S NIA P06T a Ockm aAtx LWD1 era! MTA[}W/GEAaL.E. Certification Aqency National Accreditation & Management Institute. <$1rf; EiiA'):!>1 awNim uMExTFif31[ X9•' 9 wit MINGSU19MIMPIRIMSE DOFACOt, i` 01111WT E.RIALWITHALUMINUNIEX111i � � � S11EEiIP011ALMNATE9UM1i IIsnA-T -�- ri ' 11 � 23 `� { 2 - M� AALLTABL[ A,.I NK%RI8ETI. TOP COPSIE R! AIAE COP[D. BUTTED AND SEALED IISWG SELIG{!f[ ANC FASTENED VSINO FOEA0.16 CA. la,ue,WW O f� [ u t ••r-� 1 SEE SREET 1 Pall ALTt3WAT[ 100VS1,f55'1IAlE D15TAL1ATIONS 7;11' x 7 LLANO $1 Vs. PER CORNER OCTTOM OWNERS AM OCPEU. BUTTED. Si i U"WNE AND PAS rwwQ Vd" T`nAEE Ill ILA. 7J'r x r•"s "; !A' "� LnSTA:LATIT_ I � 7 � p .. Validated By National Accreditation & Management Institute, ceA r, 0 ° D a JW AasT /00CBLE 11 a HaN NST4YR HEEDfEfr'I?TO P 2• Low STAPLES . THE vE RT1UL MULL POST k9 FASTENNEA THROUGh THE r1i AND Sal V614 T HRU I IP Vr SCTXM PER Ill AT VE SLL• FOR � � ^,.•", '�`i•� t!'i� 9 hw� INSAVIN6 Pf11MUCt &ASKS' FK7LE If Ex'i LED 1141149 CENTER 0A THL SI.L TKAI S.•oLD ANO F6...E0 WITH DERV t19S ;LLIOOtJE. APLASTIC RETAINIM AUX SPV A011 3 a�ti ° S Fl n ' �3'9�= `4, - ��r-- ''r��••�'• lA Q b1?'a' -` PLUG FS PT6TALLFD TO f+ECtEVE Ty1[ AS-iii DOLT. ON OUTSWrx3 PRODUCT!, A Sr9 f"& 13 DRILLED AI TT CENTER OF T4E F3AME ILL AND A 2D 12.0123 22!11.54 ^ * rI NF S• • i - i1FTFR:at4'Y. AIKE. F' " `� C k re +� y 4 ` 1 • ,' ry r ,CpgLr,AT?� W19S 'TEM t2n Referenced Standard and Year (o f Standard) 5 t an der rd METAL STRIKE P AT6 t5 FAsTEr1ED US w TWO rot x r ECPEWS TO RE Cl THE 9+QTTOM ASTP.AC,AL HOST. AT Rt tILAD ON BOTH PCM4U AJID ` ! o-�n Year G1T5UflaG PRODUCTS, A 11 HIM IS #t1L.E0 AT THE 2:E1 TER OF TlE FMA1E HEAL MO A N2TAi HTAIFCf PERTH IS FA$ F7 EO U",N[1 TYAi !D x 3 -05'QO' t I < $ 5 _. r - x lYta; 4 > • : tY n 1 {� t, w G b �; i . 17 :.t: i i• [.. NO SG'12 SCREWS TO REGENE THE TOP A67%WAL BOLT. EACH FIXED PANEL IS 15M ARK D INTO ThE PRAMS U51.10 T4REE F/ K 2.11r PHLL1zS HEAD WOOD �.-' --_ i mot F.�-T .p�- t 2 @ b , • e Q ° NO �t :+ , g 1 gat //11 ASTM E 1886 201) 5 SCMWS FA3TEJIEO Tf FdCt'OH THE L W 11S MALE AMC ltEiO fACH SKA OF T'IE PANEL. ALL NULICN -OiNf RY A'O T1E FINED PANEL! r rRKMF S O 1 z.13TaRi GS a • S! ; TAl E OI iEw 1R • ;�i • XX VERY ARE SEALED AT THE EN.TLKICR UUNG DO t 11 BD 6%.103NE •�TO1�� q a � p�7_ �F� - 7E } O _ J' R GLUB�Cx An 12 3f 21 N ;tT PNEY a, ,�4,. M09r:ML I I ACTIY'! RC:1E } 2 p ;ai`�? 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ASTM E331 200 0 2 ANCtnJttNG cONPONE YTf M4 Si IAE['T THE 1"QRRa SICA/ 3L9tAHT SiTAiFN2nRi13 AS iOE;N1FE?D IN TE F ere, wra e' sir aMlldKl9 <5 ACT ,,, ,,,.. j„a LZ AT 5I[E ;.a6 .�:...,..�. .a.. �a Adder Lk6R b PWA A"nam 10Iv N Equivalence of Product Standards rb ` Ni Ik�011 1 t 1 4 . rrJJ I FI ` li� .- Certified By Approved Testing Lab �1cr1fl4 FLl ?iJl B3 Equ:r_ 'L I1r.11 :ASl f l )161qul,alervti'Lett , rpdt Ulk*nU NIC 6 3,01 Die V Product Approval Method Method 1 Option A Date Submitted 0112712012 Date Validated 01/30/2012 Date Pending FBC Approval Date Approved 02/05/2012 tl ,wua up -a' a.YYr9,DOn ;6lrtdNMWC¢a m. axe. +p owu...oim*n6.•3.n wrnww.N,+t+P .Jr wawl4a.+NC M1eF UT..i;R uo dIMR,A .ara+cau ,.n.a,araaw+tG.oaevsP m ..e.xmlxDa,c,N v TawNaACS xvrxa _ .r - :' ReOE Jrrr .X w EO(E 'I ;CGS 96'Atr.'E 1 -- u. %A E. _ F arpaxir.exmouvi..s'ou -ewty rr raw r,NC..a,a _ a6 D6 E6 PIESMPT)ON cvrwr «r..'cl cN O,cata=,r __ 1NG aia � � h ar'6aly' i.w'•DCA A r1A•+w Nc Ti,�TI•:jtjjQ'--- ' -- I /� Dr6TVIGt 3 119 cNERAF� i %V'ri ri r ri W' ur Ovf:A 34o Nov! vF1..TN --7 ! 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RA � D _ r� �j `..� SiR� L4 `� '"'C °' IA NINCi TI" 4 F Al YYS Al NLLL POST a / 41 •a a, �T SSCE ]NM 1-• I vin --f TI]► FAL 1 I SSaE12TF Gtl6s :PJD LK�' TIWJP t tiDC1[ r STtli = SI.lftITEr 6TY,i al 11 :➢ it 1a IJ m5 J0 is F-, L N ' if TT tR & ✓ HEAD, NOW R WAX i S xj A 001:'!LF r12,1 ° A S2 19 >2 - � a3 '1 t star -� zo f 2 NOTES: � P: l M S 11;tTt' t : IFrWC S C p O °Olt Ni ETRATE 27 f { U (ri26 ]9' 13 2. 7 „ r 7 f S 6 ] Ni POST a DOUBLE 11,431t;01119 ARE PfTHIOWN"31&i. a { c v 4 T a, L, t T-3� L9J ^ z3 21 sa SHEET 1 FOR ALr"TT Bl1CK(StJBSTFATt L'/STAl1ATTOliS 16 1]iTS(aiTrv�li L .1•• LT ��••�� N 16N 1' SUN T--' r NEI ->_ . F6 1NSTILLAnaNS, py� �. 1 v 29 " R E 2 L`! 1 / 6 1 t..- I S,P -i LI - -- -_ ,. • _... _ W" 21 ,. ♦ cIIRfFA",;DI.�� } On woo A IM, a Ir.LL ^ AO A - *'T'- Ylr r t Sir -M L_- f �r -'•i 1, r, yr� _ T r � W I- r. 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F• R rAE'! r-1 SEE 1 ii f POP ALMN&Tt. 6X1f/SU1SfVATH PbTFLIATIONS. • • ➢ Air • iF .Wt42GY79 .If] .N S'J A1E Or /Wi«.a a,r•r k„P: a t U t TTO. 001. ',.,'88/ .... EW 1r c a �.....`.: n yI�� % 4, IT•' } f 4� vrrc ;► w r I 1 DETAL <; 21 e + r wr..•ri�'' wr over <.b, ale r•' f. PREY ONA A+i -- N� D01; S1Y yry�T .T 2 1' RY11211L9 QICN( si Sl .AT I'i HE IATCIS biLE kd1GF STAF S v9 7 %. [ r r 7 HT F�TGrSR Re4®NLM J'rrC Wt�JO 13 ! -1/1• _ ; rRAHE AIO 'AASS" '1.;•Ir a „M`' «i>.'va +. a.r />r ni.s, F 1 Ir'S MINT 1 2 1 IWSW21.�T 1 f\L'lsw+tiIIN•:i9SACT '4 f•'•k'oR`ro` t a0- V+� F++s. 7sa1,1:706 al..loa 8d/••••.•• d wr `.anN �� AI SIDE IAMB ,] 2 rrr ,wwu 9` TVA' G aaav' �'' ahALE .�irr ova• AT FSLLL I•DST Al SIDE 2ANa AT $DE IM1a 2 *�.� 11a�W e, ift�iRbtiAM � t,R1 .'p *•.• ravwnr:w sO. '• __ 1 1 xus S4y�'• s+', C R L� r rra s'~i w us'uawn raa• i_°1 12. DOPTIONAI4Y, Ar1416R :AR all RACED Jt VMOO SEll OF ' +• JWIaiTr}1 W NERD OR ]ANB. 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ASSEVatY I _ t 1 1 _ mo io w 1 Tier 1 F6N N IN •Oe N � � wry ry +,I .,h ,� T LuN1r a O ® eQ Qual [y Assurance Represe n!at�ve '� ��- w61ir'�OO' [m error aina l�wl IT w E '�� ` • s (^1] FI E O �1 Address /Phone Emai l Gru. KrT E w •wr A rN w _ _ I t rn1 ;rmSI19 . S � a1: s ANr, a sxNC:NF R Category Ex to nO r 'D Do's Q+,n,u. w� Pow.ox . -.. ° a". Z w AC7 0 �0 ,oa ra xwa wm« _ ,rt ra,N ea x,w, e► Nr rr'., _ p Sec no al Exterior Door As se 7b ffit�n N5 Subcategory .«,.pay a NAan• N.tT ,r1w sarr rTOntut qe aoac .oNn Tj it Ywtzwr.x>�PrAro [ Y- NOTES 41 , (D:T1A}aAJ Com Hance Method Cetift N fpm wrwuuvN .Ya e,-Nrt Nra ,+-w R ��- -1•r�. 1 s °r t l3 P catlm Mark or Lis ling�� E-�'�A MIN (1 WRUNG tv#li^.M�F FOa BDiN nawtrlG A JUrS'M W 51'5 -DS - ""' - � !� rartacA rvo SF.cw cf SNiRS 2AtE.C"'!D. (' l><1TWOR! l :,.c ,ac<. i'� N'is 1 G . - -u2A�u u Cei tification4 enc Intertek Testir Sery :es 'VA inc. -ET Warnock Herse �, -„ ,�.��,w� ,� ,,..r,N ,,,•r,..ro,. ,v „a. At1 I6'WE RDIJfE 11T,ATIL'I6 Nu F22 Agency 9 U Y vern t . +r- NN v ./. ro Psf. r1 rpr .asre n rvWOr •rum >, :rw rrNr �tSl?�4�'. TA�7 IAI11 0,� F -2 5etflryl NS low:r urc[ �lovmN><wr m 4 �• f t ' FM ff I.L.S,pMftiot OFD I Validated 8 Gar P`uerler �.Ea t'2' 1 . J Slt SNffT 1 WR KTpayl!1.E pfB571U1F 1fIQ,.^R7JG.. KII itISVf711G. Mni _PS fe.'t� 'SANS y Yb ,.Nntl, RF.rw w 1ort� w a wwt'wwls �Mp �MpiEN`�r+rlp' r; 0.'T9M.N6 St5T9•S fdR SNSWLYG DOORS 6 17 e 1 r11 SPACNG rf SILL AVa1Qis:s NNW 45 FAR ivom 'J r� WILa Y]aEc1 rE aN,F Aa NI �' w.[a[.[4iX NnwilO j�FA44Fa9 :XW.A. Y 14^561 I'•. x,e m 4 *«veer A,a Validation Checklist - Hardcopy Received `'r �' u,< a �Ia iu rL£`AD-�[ w PA• �'`ae1¢ 9d1 ✓ a '.5TEx' Ft. w111 NF W[Nriwl a 11 MX'A MRS EN3il,BJ? HILL t! 1 -tlY. ?Y }.:pifP Cx15'Y.!LT]C'r6 . < naN r A] a - PNr1 ,'� X rA5'fENJS w1u K NIO,CYED IN Wl',ONIY KOFKTr1,!a!t H1BmNENf WIll NE I -IK © (1-, KXbe. T, NKKA CM GE PtARO IN W`PWXN Y[ !Cr jF IC.C>V, 'S8N' �`' ` N2eN�1� Mm" AMLlCANF !O ALL JACA L�fTffFK 1L? no,y rN P/ 1'•n�i�a: erne a Jf. ,�, ,E,, >wa.sWNG4sNxwlENeroN¢MCANat . rtT tw`�"E -.qQ•t �� r• " "rr'n SEtTZ*15u �2 if 2+ Refe- encedStandardandYear (ofStandard) Standard Yearr�Nl°'",rN °sl w,mr,N 4 NxNaor:.r�oen'. AIX� t +11 r-: `.1. E N6o�G�• _ I _ _ Duns u.� a I, WLN. N� ma J } r 1 . « - , /- •, Se r y _�Tl sFL 10X Fu . 1 gL,j A N 51/DA SMA 108 200 5 u Dr a:x i� rry I.� uvet. ww w+ era a ,snt Fan no xuE NOTFSt E 15 Svr I �TW,i7V''TLn /6TtM71 ,E R TMFt%s SWIM DCxns ASTM E1686 2002 Aw."w'p1pO1i ,w°xlwr s•,r uar • -,rmrmrf NNa:T m *re" S 1� 4 N uFn •ap .,w wiN s,ccv .,.mvp v W RrTort .1'>o P5F S7KAE DOaa LYLY SEE SCACIIG w0 l•Ir 1 arM mN,oat n sro�_ raa„r. e,mr:f lW.A t[ Ti +3r Pati , I ANSI/DA SMA 115 e �Ii•, yr F srir"r-a #7NNa iiam rw a •'a nnmaw Q - - -- .11_ tasEAT PtuG I.ocATTESI � ,t a NN. w tra Na we -t oval err 1rc s.ro.s ((' V Oy?S�'�f,1 err NnAe wN rc ua,a » �- -T0 I - S . i E ?O' JJ W r Y 4 . E-_- SENINE RATE -DILATION u41u1,1.,T .'a, , '}T �"�'v ariiJ[ «a N nPL.➢W r,,, ASTM E1996 2002 ro DDaa DrDt rt N>«. !. »,7�n i rpr SPACING fDA SrEDt¢:NG lua.'TTnuea rule_ ITEM v u lac+• j ' W F FOR OI,"A4i1K DCakS 'F' ► 112 _ Bvr r` g SP7 "•., Ta�• , err r,u T r.• ,,, `,• w sr�s.w ns .c,u,r woe wN. F pug L.°r�'"�'i' pN s pg. viii rr N n. .'r f lrltl` �i ;1N"i i1° r3i ., ? f. A6 S !`• ASTM E33C' 2002 la.v.• ev 'N+rw Notas. � t m r ,dr ro saLE a�, air I O R i x'` lr E 'K ix, ueni a -. � I t a . � � C E k MJ aM .iuroN ,d. SrEII YCK M � , ,• roe A•o RnoN a rRAI4 IMWnAD D', w0 0,< Al T aN�TRI.IrE. � S:N(]E U.Ifi r «.., s.� 1 ]IIIA2AC9 ~'•63! V'• .` riN o i <, N�fM» M' w 1 rA yr .aF JNr ON 1' 1 S 1 aEr.A1l D11 al/Al b w. S f lF1' � - nos bra [. G ,nw..r we. r r. � r D W s a n,.lO•ny;.x�nc- �''C.� .ust�_ "' ( ? 1.� , fProductStandards -- ,t .-- F wT,.ra[ •*••1/1r 12 Tt9, sItUW '.X"'•T�: I _.__-- -- � 1 DN•a'�tA� Equivalence $ ,a. �- -�- -- ruFla. ft re FL �LL k1• NOTE NIN t•Srr q I'cll L(M'11t RET4NEa DiSVAMI DFILr � n •• Rio .ol 4O /Stier � p,»�,'T:yy rt M1tl mu AY Pou 41N l L r Ip FOR'.84ER 010 U(NAR PE1 ADeN. 1 i , Q 2 t 20A FA•c N arpm3 Pa wx i - t` - a a „-IAIS of r'++� r:Ae Cg -tified By Florida Licensed Professional Engineer or Architect E q I� Ggfu au'lplq PRVO.cil c:�,w. reti : 't'R '. 2 K} ND 9[ALE r v (w+TM x re+ m xlm »•f. p. 1i 3� - tl•• t2_ 7 ,TNCEE Dt114 sYSrriS LYxv. •}<I -27•, 1-1112'9 RI Ewrr .I�l u�3G6 -I'[3C .DASLIAII�ccurvudf pay, e� O E`'0. - AddalbJl b W1t1 F •. ? A 19' . #'+.83`!p�� ES'd•'' urw iIT1£F Building Products p`.TOwN -.e rMwr Bw9o/em.1x tIR ! XK1 *X* S keC ri !NENM 6QT T101iA ERS ` %NET hA' SEc:IDX SlI KU SINGLE UQT C �' ` L •" ,ee ;p GOT a n ,r. s,.r . w �.r DOOR VRIRL RATE r11. !'Ul oil E • [�,r �• vaR�.A i.l r361PiRa11 iOfWl 4AlM'ACT1E['s Rt CLAOIi;AED N+s-a.CT1014 £N' W1TM ,.:AI.1`a1% A. REflar/d8Y wTnvAS. acxrlwY NtDOEAI v�Eaoaa MrWffhSA1C4 �. ... mt4aD➢ Tt, P -od.xt Approval'-lethod Method 1 Cpt)or A l ➢iE"AEN2f �- �MD,: ' Sr51EN9. s`rssCMf :AN11 W.KX •N. :« ":.: s.. rm LL. 2i.. Date Subm!eted 05/18/2012 D* PC4� -' Z�J� ANAte Date 'validated 05/21/2012 F W: -AIL01 lat 5.03 Da to Pending FBC Approval '- Date Approved 07/C2/2012 ► ► • INSTRUCTIONS • ' • The person in the room below will need to raise t o folding. aluminum attic Only I $, Instal metal E-Z hang straps to Headers ladder Into the rough opening and position the folding aluminum attic ladders ForResidential • • 1 • ! the folding aluminum aWc ladder door flush with the ceiling surface. ATTIC LADDER (Sea Figure 8), prtar to lifting folding ,.; aluminum attic ladder into rough ri` • When a stepladder is used, make sure that the user's weight artcd that of the a• 4 r• �lin� 8. ? folding aluminum attic ladder plus any tools does not exceed the load INSTALLATION INSTRUCTIONS e' 8. ` capacity of the stepl adder (see notice labels on stepladder for safety information W) g FOR ALUMINUM MODELS (ELITE SERIES) and load capacity). 7'9' to W 4• •The person in the attic should then bend the metal 'E -Z Hang' strapping at the READ INSTRUCTIONS AND four corners of the folding attic ladder over the aoj INr& celing joists and nail WARNINGS COMPLETELY BEFORE STARTING Stringers thm9h the metai sinptringto tempararitysuspend the foiling attic ladder, IWoRtANT' do not open folOing attic ladder until instructed to In step number 9. nfure 3 Fguro 5 • This Is only for temporary support. DO N-OT STAND on" dimbing sections of PEOPLE, TOOLS AND • Hack Saw • Do NOT use desk or the folding aluminum attic ladder while installing, MATERIAL NEEDED: (for aluminum models) mettiock ierrt4N3 to • two (2) people are requked ►Drill Install fokltng We ladder L Open the cardboard box and remove the folding aluminium attic !added: TE�PORARY • • INSTALLATION • CAREFULLY open the folding attic ladder door, but DO NOT unfold the climbing • Stepladder • NsiIs and/or'/.' dio. section& While standing on the stepladder, center and square the foidang • Hammer Lag screws 2. For models AS229GS and AS269GS skip to Step S. aluminium attic ladder In the rough opening usingshims (not provided). • Adjustable Wrench • Braces (same length and Rro'ded are four (4) E•Z Hang temporary support snaps for • Tape Measure width of the joists) 3. Far models AA229GS & AA259GS, unfold the top section as instelCng this folding attic ladder. 20. Plywood shim provided with this unit is for final squaring only. shown in Figure 3. Follow lydtruc%ns below to install straps. • if the space between the rough opening and th-e folding aluminum attk ladder Model Iiou`h Ac me Frame Hai hts'A" �anding $ rar- 4. Double check your ceiling height and out the section at the appropriate frame exceeds a1 quarter of an inch of space, a place of plywood or some other Opening Dimenabns Heights 'A" Spsoe clearance ,81 C. pre - marked cutting line for your cellfng height. MIN spacing material should be placed along the full length of the unit AS229G5 22 Vi' x 54' 21 %" x 6314' 7' 9" W 9' 60 %' 71' 5, Rid the section back to Ks original position, • Check to bo sure that the folding aluminum attic ladder door Is flush with the A.S269GS 25 Va' x 54' 24 Ss' x 53 i4" 1' 9' 8' Sr 60 bb' 11' ceiling before final nailing. @. Make a rough awning In the ceiling, and frame to size as shown In Table 2. AA229GS 22'A' x 54' 21 ' x 8314' 7' 9• 1o' 891U" 79' • If the folding aluminum attic ladder is wider than the spacing between ceiling • Be Curtain to Install nails or r(4' dlameter lag screws in the holes provided in the M259f;S 25'h' x 34' 24 44" x 3314" 719, 1O' 69 Vol 79" joists, you should consult a structural engineer before installing, since cutting hardware phrot plates and In each Corner next to the corner bracket as shown in into a ceiling joist could weaken the strvctuuml integrity of your ceiling, Piano hinge end Figure 7, Drill plot holes to keep ladder frame from splitting. TaBle 2 Figure 6 7. Vycu are cutting the ce4ng joist,Lx''y •Once the folding aluminum attic ladder is positioned as desired, tf<nal rolling txace the area below the joist to be , _ "'�` A. Place the folding aluminum attic ladder on the floor with the door opening on should be dune through the folding aluminum attic ladder frame (see Figure 7). cut with heavy timbers to prevent - yoour right-hand side. Always drill pilot holes to keep from splitting the frame boards. FOLDING ATTiC LADOER LOCATION: this area of the ceiling from sagging Allow ample room for the swing (Figure 4). To maintain the structural ti, it is recommended to drill pikrt holes to keep from splitting the frame boards. 1L Double check the instructions to make sure x x x clearance and the landing integrity of" mi)ing, the frame, two is a Using the 1/1' roofing nails and straps hat the folding aluminum We ladder �""'•E"• pa provided, attach one strap using two (2) ,� headers and a stringer (as shown in of the roofing nails enclosed, on the outside of the foldin aluminum attic ladder Is properly installed prior to use, x -•4r-rVV sd. FW4 s�• x space of the folding aluminum attic Q ladder when it is opened (See Figure Flgure 5) should be constructed of " frame at the extreme right hand corner near the door stop blocks, two-inch lumber and nailed securely i t 2 and Table 2). Locate the folding to the cellingloists, x =tea •u. al aluminum attic ladder loopy! opening so j C. Attach Oia second strap outside the first strap on the for outside frame. that when you enter the storage area, (See figure $) xx PNOmiu rid Pw.- xx you will have adequate head clearance. D. The third and fourth Scrape should be pos<tioned on the piano hinge frame end x x Figure 4 on each corrw opposite the door opening. (See Figure 6), ct~ s+•avt 9. Positlon ono person in the attic and position one person In the room below x 14"dw x �� f•r�l lips....,.,.. +1,— .1. —1- "— —W.s ■ —f.,m r—#1 ,k x x x r. De :: P'a . Left Rail Right Rail • g; "A" minus 1%' • • ' - r ur sahit� Is'dependent upon following 4se In iteudions "$'' MIN$ I%* ADJUSTING FOLDING ALUMINUM ATTIC LADDER TO CEILING HEIGHT • Make sure you open the folding — cable 3 aluminum attic ladder door completely so that the force of the >•lydroneumatdc • Silde the adjustable shoe onto the bottom rail. Drilling the mounting Cylinder will not try to close the folding holes is necessary. aluminum attic adder door (see Flgure 10). 17. Using 8'Y4' drill bit and using the adjustable shoe as a template drill the am wo -mtkr. a" • With the bottom section foided back two holes that are the most centered in the overlap with the adjustable Figure 13 out of the way press down on the shoe and the side ralL Make sure there are no gaps between any two dimbing section to insure that the sections (See Flgure 12). braces are fully extended and the 18. Attach the adjustable shoes using (2) rh' bolts, washers and locknuts Hydroneumatic Cyilnder is compressed. per side. 1. 1. V the alumminum attic ladder looks like Fi re SA or 15, the attic ladder was not Flgure 14 property or the adjustable shoes were not Installed properly. Double check your "A" & "B' measurements, the aluminum attic ladder is not safe to use, • With a straight edge mark the floor where the bottom section will be positioned once the ladder is cut off. • Measure tW distance from the lift a d�,bottom of the middle section for both "A' & "B' lengths. G' - • Subtract 1 %' from thv3e dimer?siorss Flgure Ll Flgure 12 + •` i'i0"• "`•"'' f r �.n• Flora -` and record in the box (See TWO 3). r" � Figure 14 F1gur• 13 ► Measure and mark your 'A' & °B" dimenslons on the bottom section. Check the length M the This will give you whera to cut the adjustable shoes over aluminum ladder bottorn section' 2. To instal trim molding, leave a %' cleafance between the door panel and the trSrn at • No gaps between sections and both feet fat on the floor should be the the piano hinge end. result (See Figure 15).