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HomeMy WebLinkAbout22-3825City of Zephyrhillsy 5335 Eighth Street, Zephyrhills, FL 33542 BAR-00325-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: *` y:.. .'i�ttbli}4,-. �1 ��., ��h �£ki% yb`t},'.'tbb `•i�\�, ;}v h}t��r::. ,.., i.. > •x � }.. �. ��'%y i;r� ki.l�..2"ta2i�,}� w1 <} f���YZ���tt �Cl yik,�rZ 2? u r.:1s :P5'F :'t'`�£,<'by1>7 }i k: 34 25 21 0170 00000 2430 37540 Lilly Bea Avenue t ~`?�x�'t^. }° .. :'? T a MINE ,1,1s11 ; � S 11111 11 Name: ROBERT BAYNES & THOMAS Permit Type: Add/Alter (Residential) Contractor: SUNSTATE ALUMINUMN IN BAYNE Class of Work: Add/Alter Residential Address: 37540 Lilly Bea Ave ZEPHYRHILLS, FL 33541 Phone: Building Valuation: $10,000.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 �� r Total Valuation: $10,003.00 Total Fees: $135.00 �r Amount Paid: $135.00 Date Paid: 4/14/2022 1:24:30PM 'C}kv Yt 4.', LYL, : � £"� `.,, .� ?"t' 1 }f i�;y k, ,t..t, } l i �� K .G. Y'1P tY7 :' Q }z,tft •: i'.,.z.,u 4,,�.;Y.'4\'.u._F. :,}". i'J;t t �`-- ''<`{, ) '. 1. } ., R\1i":. 11'Ut i -: YY} t}_.0 a fi E\ } i? \$k It b.: `?. .,.... it t�`\. >'i tt4 yr 1 t} tt. '?.)E C fit`}J )%`. Y' �Y ii '14 �, $ . ry , t ,.(;i�lS?y"'? :S ,Y`..'�'t tb t.%ti54t��s .)41z.,zt , INSTALLATION GARAGE UNDER EXISTING ROOF & CONCRETE Building Plan Review Fee $45.00 Building Permit Fee $90.00 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFOREC.O. CCINTRACTOR SIGNATURE 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received One Contact for P., Pho ne Contact for Parmittini WE It a Owner's Name Owner Phone Number Owner's Address122 Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address I I JOB ADDRESS 0 �16 e.4 /1/1�1, /(S 23 -S LOT SUBDIVISION �114 PARGELIDA {OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEWCONSTR[Z�--- ADDIALT SIGN DEMOLISH R INSTALL LJ REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK cle-r t'xt�s -I in (qrh I^ o t)4- TO J'l e 't"'St I jq BUILDING SIZE�d SQ FOOTAGE[= HEIGHT =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY o W.R.E.C. =PLUMBING =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION [GAS ROOFING O SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO -rtj� BUILDER COMPANY JZ/k— SIGNATURE REGISTERED Y/N FEE CURREN Address License# lo ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN FEE CURREN L_E N_J Address Licenseit PLUMBER COMPANY F SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Yl N FEE CURREN L IN _IL_j Address License if OTHER COMPANY F SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # RESIDENTIAL Attach (2) Plot Plans (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed. Sanitary Facilities & I durnpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new Projects- All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —*PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerools if shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 tinder 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 Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs- If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited 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 fill is not allowed in Flood Zone 'V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such 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 are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, 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, after, or set aside any previsions of the technical codes, nor shall issuance of a permit prevent the Budding 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. FLORIDA JURAT (F-S. )17,0 OWNER OR AGENTG✓C CONTRACTOR �_ 1/1 — Z�A�_ Subscribed and sworn to (or affirmed) before me this Subscribed and ;w_;WJY:6W7a1Wr"met!I_) before me this Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Who Ware cargonaliv known tome or has/have Commission # GG 276457 0 m s r g d( 6 y� d �2k 0 General Notes A. CONCRETE & FOUNDATION DESIGN: 1, ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2, ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENTTO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO.67 LESS THAN 3/4". AIR ENTRAINING +/- 1 % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART I, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINI_MUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: i.CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALI. BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: I . ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040 FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0,024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-13 - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12' ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC: PANELS SHALL BE REMOVABLE. THEY SMALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL, IS INSTALLED. D. FASTENERS: i, ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE, ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL, 4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. s. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.), 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE 45 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1o. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11, FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. I. TYP -- TYPICAL 2. SIM -- SIMILAR 3. DON -- UNLESS OTHERWISE NOTED 4. CONT-- CONTINUOUS 5, VIF -- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE. ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER, S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: L ALUMINUM ADDITIONS ARE NOTTO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM. IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL, LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,'THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.171 IN ITS ENTIRETY, 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE, 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R3101 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE, EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a) THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR 1S ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105. DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 140 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 2. RISK CATEGORY: II 1 WIND EXPOSURE: B 4. INTERNAL COEFFICIENT: GARAGE (ENCLOSED STRUCTURE): +/- 0.18 5. WIND LOADS: FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 SOLID ROOF (MWFRS): 23 PSF COMPONENT & CLADDING PRESSURES: ROOF ZONE 1: 14.3/-562 PSF WALLS ZONE 4: 35.3/-38,2 PSF, ZONE 5: 35.3/-472 PSF 6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL. EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"16"-41 OWWM OR 3000 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 7, SOLID ROOF TYPE: EXISTING 3" ALUMINUM RISER PANS ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.044„ 3 x 2:---------------------------------------3" x 2" x 0.050„ 2 x 3:---------------------------------------2" x 3" x OLOSO„ 2 x 3:---------------------------------------2" x 3" x 0.070„ 2 x 4:---------------------------------------2" x 4" x OLOSO" 2 x 5:----------------------- ------ --2" x 5" x 0.050„ 3 x 3:---------------------------- -------3 x 3" x 0.072„ 3 x 3:---------------------------------------3 x 3" x 0.093„ 3 x 3:--------------------------------------3 x 3" x 0.125„ 4 x 4:---------------------------------------4 x 4" x 0.125' OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0.040„ 1 x 3:---------------------------- --------1" x 3" x 0.045„ SNAP SECTIONS 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045» 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0,120" 2 x 7 SMB:--------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:---------------------- 2" x 8" x 0,072" x 0.224" 2 x 9 SMB:--------------------- 2" x 9" x 0.072" x 0,224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" I� e €,1 V1tOR a,,i 1 1 Y WITI _" ION L El I�aE,.�% �I`I Co 1 , t y q I ZEPHYR , mp , %J( T , € -I �` t Ik�q INDEX: S-1 GENERAL NOTES S-2 PLANS AND ELEVATIONS S-3 WOOD FRAME GARAGE DETAILS S-4 WOOD FRAME GARAGE DETAILS S-5 WOOD FRAME GARAGE DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7 EDITION RESIDENTIAL A D EXISTIN BUILDING x� 7r. pih� 1' PROFESS169pR SF h ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl, 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www,fbcplans.com C.O.A. - #29054 DATE: 03/22/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 22_0309_146 JOB NAME & ADDRESS: BAYNE GRAND HORIZONS 37540 LILLY BEA AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE ALUMINUM GENERAL NOTES M NOTES: 1. EXISTING DOOR TO BE 1-3/8" MIN. SOLID -CORE WOOD OR STEEL DOOR (20 MIN. FIRE RATING) PER FBC R302.5.1 2. EXISTING WINDOWS TO BE REMOVED AND FRAMED IN AND DRYWALLED. 3. CARBON MONOXIDE DETECTORS ADDED TO HOME AS REQUIRED PER FBC R315.1 ELECTRICAL SYMBOL LEGEND GFCI DUPLEX RECEPTACLE OUTLET © ELECTRIC GARAGE DOOR OPENER I EXISTING 3" RISER PAN ROOF PROPOSED P.T. 2X4 WOOD FRAME WALL W/ VINL SIDING EXIST. CJ MFD. ° HOME PROPOSED 9' X 7' O.H. DOOR �® 14' ®) FRONT ELEVATION 12' 51, EXISTING ENCLOSED PORCH 0 EXISTING MANUFACTURED HOME M 0 EXISTING EXISTING EXISTING o WINDOW DOOR WINDOW EXISTING SEE NOTE 2 SEE NOTE 1 SEE NOTE 2 OPEN PORCH 8'-1 1" 8'-10" ' EXISTING CARPORT 12' PROPOSED P.T. 2X4 WOOD FRAME WALL W/ VINL SIDING TYPICAL E / 2X6 SMB 4TH WALL .r faf oo'`� O THE 2X6 4TH WALL SMB MAY SPAN UP TO 11'-0" N' d BETWEEN POSTS IF ROOM IS NEEDED TO AVOID �n DOORS, WINDOWS, STAIRS ETC. PROPOSED 9' X 7' © 00 PROPOSED O.H. DOOR 00 GARAGE = UNDER EXIST. PAN ROOF O ON EXIST. CONC. SLAB AND FOOTER 36' PLAN VIEW PROPOSED EXISTING P.T. 2X4 WOOD FRAME 3" RISER PAN ROOF WALL W/ VINL SIDING EXISTING STORAGE SHED 15' EXISTING STORAGE SHED EXISTING CARPORT � UE] P PROPOSE GARAGE 12' ---------------------------------------------- 15, EXISTING 4" CONCRETE SLAB W18" X 12" FOOTER 36' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING �.g ` t I a s, iC f- p^ PROFESSIO , . io"' AL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Faster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 03/22/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 22 0309 146 JOB NAME & ADDRESS: BAYNE GRAND HORIZONS 37540 LILLY BEA AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE ALUMINUM M PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP1/SP2 FL10456 SIMPSON H3 FL10456 SIMPSON H2.5T FL10446 SIMPSON HTT4/HTT5 FL11496 SIMPSON SSP/DSP/SPH FL10456 SIMPSON LSTA/MSTA FL10456 ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' 61MP6UN 6P2, H•2.5I, KS LSTA12 OR EQUIV. FASTEN PER MFGR'S SPE( 2X CRIPPLE STUD A 16" O.C. (N) 2X JACK STUD PER TABLE SIMPSON LSTA, MSTA STRAP OR EQUIV. FASTENED PER MFGR'S SPECS. ATTACH JACK STUD TO KING STUD W/ 12d NAILS AT 24" O.C. STAGGERED 2X SILL PLATE 2X KING STUD SIMPSON SP1 OR EQUIV. AT TOP AND BOTTOM OF STUD FASTENED PER MFGR'S SPECS. 2X CRIPPLE STUD AT 16" O.C. 2X WALL STUD AT 16" O.C. HEADERS AT LOAD BEARING WALL SIZE SPAN JACK STUDS SUPPORTING ALUMINUM RISER PAN ROOF (2) 2"x4" 4'-4" 1 (2) 2"x6" 6-4" 1 (2) 2"x8" 8'-0" 2 (2) 2"x10" 9-6" 2 (2) 2"x12" 1 1 V-6" E 2 HEADERS WITH 1/2" PLYWOOD SPACER, GLUED AND NAILED W/ 16d NAILS AT 24" O.C. (2 ROWS STAGGERED). FOR HEADERS OF DOORS OR WINDOWS DIRECTLY UNDER GABLE SEE PLANS DOOR nDGNUNic 2X P.T. BASE PLATE 1/2" O WEDGE ANCHOR WITH SIMPSON SP1, H2.5T, H3 OR EQUIV. STANDARD WASHER, 12" FROM FASTENED PER MFGR'S SPECS. VSIMPSON CORNERS, 6" FROM OPENINGS AND INSTALL WINDOWS AND DOORS 24" O.C. WITH 4" MIN. EMBEDMENT AND DSP, SSP, SPH OR EQUIV. IN OPENINGS PER MANUFACTURERS 1-3/4" MIN. EDGE DISTANCE TYPICAL FASTENED PER MFGR'S SPECS. INSTALLATION INSTRUCTIONS FRAMING FOR OPENINGS WITH HEADERS ALL ,'iO#i STUDS AND BLOCKING FOR WALLS EXISTING ALUMINUM RISER PAN ROOF EXISTING 2X SMB EDGE BEAM 1/2" PLYWOOD SCREWED TO-" EXISTING ALUMINUM BEAM 2X WOOD TOP PLATE FOR PLYWOOD NAILER/)j41j:jj_ #10 X 1-1/2" TEK SCREW AT 16" O.C. 2 ROWS FASTEN 2X WOOD TOP PLATE TO ALUMINUM BEAM 1/2" P.T. PLYWOOD SHEATHING W/ #10 X 2-1/2" TEK SCREW FINISH W/ VINYL SIDING OF AT 16 " O.C. CHOICE PER MFGR'S SPECS. 2X P.T. WOOD STUDS PER PLAN AT 16" O.C. OPTION - WOOD FRAME WALL ATTACHMENT UNDER EXISTING ALUMINUM BEAM FASTEN EXISTING ALUMINUM RISER PAN ROOF TO TOP PLATE WITH #12 TEK SCREW WITH 3/4"0 NEOPRENE WASHER, 4 PER PAN AT ENDS AND 8" O.C. AT RAKE WITH 1-1/2" EMBEDMENT MIN. DEL 2X TOP PLATE (ONLY NON -TREATED WOOD IN CONTACT W/ ALUMINUM ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) (N) 2X HEADER WITH 1/2" PLYWOOD SPACER OVER WINDOWS AND DOORS. SEE HEADER TABLE INSTALL WINDOWS PER MFGR'S INSTALLATION INSTRUCTIONS 1/2" P.T. PLYWOOD, MIN. Z HIGH (NON-P.T. OR OSB ALLOWED ABOVE 2') SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES. COVER WITH APPROVED WEATHER RESISTANT BARRIER SUCH AS A POLYETHYLENE HOUSE WRAP PER MFGR'S SPECS. VINYL SIDING OF CHOICE APPLIED PER MFGR'S SPECIFICATIONS 2X P.T. WOOD STUDS AT 16" O.C. 2X P.T. BASE PLATE 1/2"0 WEDGE ANCHOR WITH STANDARD WASHER, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYPICAL SP2 OR H2.5T NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER THE SIDING 2X BLOCKING FOR PANEL SPLICE WHERE WALL HEIGHT EXCEEDS PANEL LENGTH WALL PANELS (PLYWOOD) NAILING NOTE: NAIL 8d NAILS 6" O.C. AT EDGES AND 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP AND BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURERS SPECIFICATIONS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP TO BOTTOM PLATE (8' OR LESS) SIMPSON STUD PLATE TIES ARE REQUIRED ONLT AT THE CORNERS AND EACH SIDE OF OPENINGS AND SHEATHING IS NAILED PER PANEL NAILING NOTE. WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON STUD PLATE TIES ARE REQUIRED AT ALL STUDS. SP1, H2.5T OR H3 EXISTING 4" 2500 PSI CONCRETE �r PER R318.7 GRADE SLAB WITH 6"X6" #10 WWM --- - ?, (OR FIBERMESH) AND FOOTER \ \ ; ' • \ \ \ OVER 6 MIL. POLY VAPOR BARRIER W/ EDGES LAPPED 6" AND SEAMS TAPED, OVER CLEAN, COMPACTED (1) #5 REBAR CONTINUOUS, \ \ TERMITE TREATED SOIL. 25" MIN. OVERLAP ALL JOINTS, s ON 3" HIGH CHAIRS 8" FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING a - :u "A ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33S42 Phone: (813)788-5314 Fax: 1- (8 6 6) -8 2 4- 7 8 9 4 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 I DATE: 03/22/2022 1 I DRAWN BY: DENNIS W. DUNN I REVISION: I DATE: I RO 1 RO 2 RO 3 RO 4 JOB # 22 0309 146 IOB NAME & ADDRESS: BAYNE GRAND HORIZONS 37540 LILLY BEA AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE ALUMINUM WOOD FRAME GARAGE DETAILS gal 6" MIN. RECOMMEND ALUMINUM FLASHING INSTALLED BELOW TING_a DRIP EDGE. CAULK ALL SEAMS. ROOF �= #8 X 3/4" TEK SCREW AND Il / VO NEOPRENE WASHER [it AT EACH RIB - - - - - - - - - - - — - � X I /\ II \ EXIST. ALUM. RISER PAN ROOF (`--- - DBL. 2X TOP P______ GARAGE T FASTEN ALUM. RISER PAN ROOF I TO BEAM W/ #10 X 3/4" TEK SCREW I AND 3/4"Pl NEOPRENE WASHER I I w � 2X SMB PER PLAN 4 PER PAN i O Q ATTACH TO WOOD WALL OF tL OX GARAGE PER "BEAM TO WOOD Ci LL W WALL CONNECTION" DETAIL I (D mry I 0 I U' 9-Al 04 0•!•OV-0019AZIM-Alffil EXISTING 2X OF NEW WOOD HOST WOOD WALL FRAME GARAGE WALL 1 /4" 0 X 4" LAG SCREW AT 16" O.0 FASTENING NEW GARAGE WALL TO EXISTING HOST WALL FASTEN SMB TO RECEIVING CHANNEL W/ #10 X 3/4" TEK SCREW (1 PER INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES o F 2X SMB PER PLAN °° p z Q � ® J zw .062 MIN. RECEIVING CHANNEL FASTENED TO POST W/ #10 X 3/4" TEK Q SCREW (1 PER INCH OF BEAM HEIGHT) STAGGERED BEAM TO POST CONNECTION TOP VIEW (1) 1/2"0 LDT CONCRETE SCREW NOTE: WITH 2-3/4" EMBEDMENT MINIMUM EMBEDMENT OF ANCHORS INTO (MIN. EDGE DISTANCE 3") 6 CONCRETE FOOTING SHALL BE 2-3/4" AT ALL PER OUTER FLANGE 7- POST LOCATIONS. ALL SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE WHEN A PAVER DECK IS PRESENT. ALUM. SQUARE COLUMN / POST (2) 3/8" 0 THRU BOLT, WASHER AND NUT OR (4) #14 X 3/4" TEK 2" X 2" X 0,125" ANGLE EXTERNAL (OPTION #1) OR SCREW EACH SIDE INTERNAL (OPTION #2) EXTRUDED POST BASE (1) 1/2"0 LDT CONCRETE SCREW OPTION #2: WITH 2-3/4" EMBEDMENT FOR INTERNAL FASTENING (4) 3/8"0 (MIN. EDGE DISTANCE 3") CONCRETE SCREW WITH 2-3/4" EMBEDMENT PER OUTER FLANGE (MIN. EDGE DISTANCE 3" AND MIN. SPACING 2") a FRONT VIEW POST CONNECTION DETAIL FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 3/4" TEK SCREW (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES 2X SMB PER PLAN FASTEN INTERNAL OR EXTERNAL RECEIVING CHANNEL TO STRUCTURAL WALL MEMBER WITH 1/4" O X 2" LAG SCREW (1 SCREW / 2 INCHES OF BEAM HEIGHT) FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 3/4" TEK SCREW (1 SCREW PER INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES 1-1/2" X 2-1/8" X 1-1/2" X 0.062" INTERNAL OR EXTERNAL RECEIVING CHANNEL 0 o z 0 0 U) a z H OQ Go Cr 1-1/2" X 2-1/8" X 1-1/2" X 0.062" INTERNAL OR EXTERNAL RECEIVING CHANNEL # 10X 3/4" TEK SCREW r Wl3/4"0 NEOPRENE WASHER, 4 PER PAN ALUM. RISER I �' / i PAN ROOF IG 0 0 2X SMB PER PLAN FASTEN RECEIVING CHANNEL ° TO STRUCTURAL WALL - MEMBER WITH 1/4"0 X 2" LAG SCREW (1 SCREW PER 2 � ? rn V MAX. INCHES OF BEAM HEIGHT) o Q o W � FOR MORE THAN 3: N 6" OVERHANG ALUM. BEAM TO WOOD WALL I HEREBY CERTIFY TtiAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 A TIC EDITION RESIDENTIAL,AND TING BUILDING4 s: e& 'V0 PROFESSIONA122"PAER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 I DATE: 03/22/2022 I I DRAWN BY: DENNIS W. DUNN I REVISION: I DATE: I RO 1 RO 2 RO 3 RO 4 JOB # 22_0309_146 JOB NAME & ADDRESS: BAYNE GRAND HORIZONS 37540 LILLY BEA AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE ALUMINUM M] SIMPSON ISTA OR ALUMINUM RISER PAN ROOF MSTA STRAP OR EQUIV. FASTENED PER MFGR'S SPEC'S DBL, 2X TOP PLATE- ti REMOVE EXISTING SIDING TO APPLY DRYWALL 1/2" DRYWALL APPLIED TO OUTSIDE OF EXISTING MOBILE HOME WALL NOTE: IF IN FLOOD ZONE DRYWALL IS FIBERGLASS MATT GYPSUM, "GOLD BOND eXP" FIRESHIELD OR EQUIV. THAT MEETS FEMA CLASS 4 MAT'L RATING. 1/2" DRYWALL - APPLIED TO 2X2 ALUM. UPRIGHTS W/ #10 X 1-1/2" TEK SCREWS 2X2 ALUM. UPRIGHTS 16" O.C. SECURED TO REC. CHANNEL TOP AND BOTTOM W/ (2) #12 X 3/4" TEK SCREWS EACH SIDE SIMPSON H2.5T OR EQUIV. AT EACH CRIPPLE STUD FASTENED PER MFGR'S SPECS. YIIIUAL SIMPSON H2.5T, H3 OR EQUIV. J AT EACH CRIPPLE STUD FASTENED PER MFGR'S SPECS. (2) 2X10 S.Y,P HEADER WITH 1/2" PLYWOOD SPACER PER CHART (2) 2X P.T. JACK STUD PER CHART TYPICAL INSTALL DOOR IN OPENING PER MANUFACTURERS INSTALLATION INSTRUCTIONS 9'-3" 9 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - 2X P.T. BASE PLATE SIMPSON DSP, SSP, SPH OR EQUIV. TYPICAL AT EACH SIDE OF OPENING FASTENED PER MFGR'S SPEC'S -DBL. 2X TOP PLATE -2X P.T. CRIPPLE STUD AT 16" O.C. TYPICAL -SIMPSON LSTA OR MSTA STRAP OR EQUIV. AT EACH JACK STUD TO HEADER CONNECTION FASTENED APPROX. 4" ABOVE AND BELOW HEADER PER MFGR'S SPEC'S -(2) 2X P.T. KING STUD TYPICAL -ATTACH JACK STUD TO KING STUD W/ 16d NAILS AT 24" O.C. TYPICAL EXISTING WALL STUDS AND SHEATHING GARAGE / DWELLING SEPARAION GARAGES SHALL BE SEPARATED FROM THE ADJACENT DWELLING UNIT WALLS BY 1/2" GWB PER R302.6. IF USED, 1-3/8" MIN. SOLID -CORE WOOD OR STEEL DOOR (20 MIN. FIRE RATING) PER R302.5.1 EXISTING MOBILE HOME EXISTING FLOOR FRAMING F.F. MOBILE HOME 0.062" MIN. REC. CHANNEL SECURED TO BOTTOM OF FLOOR BEAM WITH 1/4"0 LAG SCREW 24" D.C. WITH 1-1/2" EMBED. MIN. 0.062" MIN, REC. CHANNEL SECURED TO CONC. WITH 1/4"0 CONC. SCREW 24" O.C. WITH 2-3/4" EMBED. MIN. — :aYNTI-1111 DBL. 2X4 TOP PLATE (2) 2X1 0 S.Y. P. HEADER WITH 1/2" PLYWOOD SPACER PER CHART (n Uj Ir I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING 00 Z5TA',TP- PROFESSIO ij(bikiNgAl, ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 L Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 EXISTING ALUMINUM RISER 2XSMBj Erik Stuart P.E. PAN ROOF PER PLAN FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-S314 ATTACH DOOR TRACK TO Fax: 1-(866)-824-7894 HANGERS AND 2X SMB PER PLAN WITH Email: erb@fbcplans.com 1/4"0 BOLTS, NUTS AND WASHERS Website: www.fbcplans.com C.O.A. - #29054 Lij! Iji Li Li rL DATE: 03/22/2022 2X6 SYP JAMB. ' DRAWN BY: DENNIS W. DUNN rATTACH BRACKET W/ (3) 5/16" X 1-5/8" REVISION: DATE: WOOD LAG SCREW OPTIONAL GARAGE RO I DOOR OPENER ALL GARAGE DOOR HARDWARE TO BE RO 2 INSTALLED PER MFGR'S SPECIFICATIONS RO 3 R04 JOB 4 22 0309 146 JOB NAME & ADDRESS: BAYNE GRAND HORIZONS ATTACH TRACK BRACKET TO 2X6 SYP 37540 LILLY BEA AVE. JAMB W1 (1) 5/16" X 1-5/8" WOOD LAG SCREW PER BRACKET ZEPHYRHILLS, FL. 33541 CONTRACTOR: ---------------------------------------- i I SUNSTATE ALUMINUM • t 4`!NOTICE OF COMMENCEMENT E LaTe.,~LPS,,SNIED mero ;,gas;, n}ow,,r Ma ,rr.}.. *Ve. ..,; w . r.zi nna ,n. ,,.,., a�Rr. ,. .�� „ t ..,.�. .•„k x t» } .,aP°. o- . �..,,9 . s,,.. d„a, tda.,,a,rx .., pr�Bw.i4 - ...Y3a3, s` , n , yl. i�, .Fi" ., ca.., ,a d. r.) ,f �"�.,�:. .9A^ .....d'C+v „�s;, v�ttaln.., .,., . °•;. ,.""}.. .. b A. ,$ `aY. N:°°.: - a N,_ *, L f,. ,1? , W—i,.,...;a s"Im s<. w^,s 'aa d}.atg,ateef,. 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DEL COTTo ,'r,.• `�;'.tl My CO MISSION # 0G 963048 -�: �: EXPIRES: June 26, 2024 bonded Thna Notary Public Underwriters Florida Building Code Online Page I of 2 Comments Archived Product Manufacturer Norandex, A Division of American Builders & Contractors Supply Co., Inc. Address/Phone/Email 1 ABC Parkway Beloit, WI 53511 (517) 780-3185 Neil.J,Sexton@saint-go1bain,com Authorized Signature Neil Sexton Neil.J.Sexton@saint-gobain.com Technical Representative Neil J. Sexton, AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517) 780-3185 NeilJ.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE E,' k Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12500 R4 COI 2020 01 COI NIE Standard ASTM D3679 Year 2017 Product Approval Method Method 1 Option D https:/'/www.floridabuildin�.or�/,or/t)r ano dtl.asi)x?Daram=wGEVXOwtDcivG4Atv8Ua1-ld... 1/4/2021 i §a .„'l7tWEb►ili 202Q}�LdRIUR;WINDZQNEGQMPCIANCErIItdRi�S}(CM�F#Bigh��N(G�O ¢, z rtr Product Proflie Spacin it Spacing Nail Engage :Design P 110 120 130 140 150 160 170 180 190 200 Exposure Zone OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D D4 16" o.c. Studs g9 OK OK :. OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C 5 OK OK OK OK OK OK OK OK OK NO D Sagebrush D5DL 16"o.c. Studs 51 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK: OK OK - 0K OK OK OK NO:: NO? NO C OK OK OK OK OK OK NO:: NO P NO NO D OK OK OK OK OK OK OK OK NO No B EndZone 5 OK r OK: OK. `. OK OK. NO. NO 'NO NO i: NO C '...OK OK OK:. OK NO NO NO NOi. . 'NO. NO`. D OK OK OK OK OK OK OK OK OK OK B Interior Zone 4 OK: "OK : 'OK OK OK OK OK OK OK OK C OK OK OK; OK OK OK OK OK NO f NO D 6.5 Semi -Beaded 16"o.c. Studs 68 ,OK : OK OK` OK OK - OK OK OK OK OK B EndZone 5 Shenandoah OK OK OK OK OK OK OK OK NO 'NO C OK OK OK OK OK. OK 'NO'. NO NO NO D T3 16"o.c. Studs 40 'OK. ,.OK... OK' OK. OK``.. OK OK OK 'NO:", NO1' B Interior Zone OK OK OK QK OK NO NO NO NO NO: C OK OK OK OK NO".'. NO:. NO NO: NO NO D OK OK ,. OK OK OK OK NO NO NO NO B End 5 'OK OK OK OK' NO t NO NO NO NO f NO C OK : OK NO:: NO:, NO: NO NO: NO::. NO � NO tiMD Sterling 58 16"o.c. Studs 44 OK OK OK OK OK OK OK OK OK NO :IInterior OK OK OK OK OK OK NO NO;, NO t NO:Zone OK OK OK OK OK NO? NO t NO.: NO I- NOS. OK. OK. OK OK OK OK OK = NO.@., �, ,,, ,.NO:. �, n ti. NQ°>End Zone OK OK OK OK NO t NO, NO :. NO- NO NO :, 5 OK OK OK NOi NO NO NO: NO NO' NO 'i D4.5, D4.SDL 16" o.c. Studs 38 OK OK OK OK OK OK OK NO NO : NO :: B Interior Zone OK OK OK OK OK NO I 'NOS NO: NO: NO C OK OK OK NO N0- NO NO '.. NO NO NO I D OK OK OK OK OK OK NO NO NO :- NO : B End Zone 5 OK OK OK NO,.; NO NO NO NO,..: NO NO f C OK OK NO NO NO NO NO NO NO NO D Summit Manor D4 16" o.c. Studs 36 OK OK OK OK OK OK OK NO NO - NO '.. B Interior Zone4 OK OK OK OK NO±. NO NO 4 NO I NO ( NO : C OK OK OK NO NO NO NO I NO ' NO f NO '.. D OK. OK OK OK OK NO: NO NO .. NO, NO: B EndZone OK OK OK NO:; NO NO '. NO '; NO NO :'" NO. C 5 OK OK NO. NO: NO. NO.: NO NO, NO IN D ER C13820.04.09-1-R4 NEW ETC, LLC Noandex-FL12500-R4 Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020 CJ2019 NEMO ETC, LLC Appendix 1, Page 3 of 4 ii'V "-'' a 4;,5'>" is r "ti 7T4 EdCfIQN2b20}CORyDA'�itlNCk01�ECEN+�QM.1A� CE LVOR�X5HEE"f{,erght {kr) a0 ft r . r '{ t '. ,v r.,1 as;Y,rs.�a r• o •rWIN, 1112 t: .r• .r• �� Max. Nail Design Exposure Zone Product Profile Nail Engage Pressure 110 120 130 140 150 160 170 180 190 200 Spacing OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Board & Batten OSB, Zone4 OK OK OK OK" OK OK OK OK OK OK D Single 7 Vertical S7 12"o.c. plywood 80 OK > OK OK' OK` OK OK OK OK OK OK B End Zone Siding and/or studs OK OK OK OK OK OK OK OK OK NO C 5 OK OK OK OK OK OK OK NO'= NO i D OK OK OK OK OK OK OK NO` NO B Interior Zone4 OK OK OK OK OK NO: NO'.NO NO': NO: C OK OK OK OK NO NO: NO NO 11�N�0-, NO;: NO D Cambridge Beaded 6.5 Beaded 16" o.C. Studs 42 :OK QK OK OK OK OK OK : NO NO':. B End Zone , :.OK ..OK OK` OK' 'NG ' NO: NO! i ' NO` . NO C 5 :.OK: OK. :.OK: '. NO;' NO 'No l NO .NO`. NO D OK OK 'OK OK OK OK OK OK OK OK B Interior OK - OK-. OK OK .: -OK OK OK OK NO- NO C Zone4 OK OK ` OK -. OK OK : OK NO NO I NO NO D D4 16" o.c. Studs 53 OK- OK. OK — OK- OK OK OK OK OK NO: B End Zone OK OK OK OK OK OK NO NO NO NO C 5 OK OK OK'. OK NO NO NO NO NO NO; D OK OK' OK' OK' OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK NO I NO C Zone4 OK OK OK' OK' : "OK OK 'NO NO NO: NO D Cedar Knolls D5 16" o.c. Studs 55 OK OK; OK OKBOK OK OK OK OK NO B End Zone OK --OK +'.OK: OK: OK NOI. NO'. NO NO'. C 5 °.OK <.: OK : OK` OK.. NO NO ). NO NO NO D OK OK :: OK' OK: OK OK OK OK OK B Interior bK OK OK :.. OK.. OK OK NO N04: NO C Zone4 'OK OK 'OK OK OK NO r NO NO NO D D5DL 16"o.c. Studs 51 -OK OK OK OK OK OK OK NO NO; B End Zane OK OK OK 7:OK.. NO NO `` NO-. NOi N0 C 5 OK OK OK I: OK I NO NO NO ER C13820.04.09-1-114 NEMO ETC, LLC Norandex - FL12500-R4 Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020 ®2019 NEMO ETC, LLC Appendix 1, Page 1 of 4 Florida Building Code Online Page I of 2 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 11/10/2020 11/10/2020 11/17/2020 Year 1994 1994 1994 htti)s://www.floridabuildina.ora/-or/i)r an-o dtl.asox?Daram=wGEVXOwtDavXaFIHDwAAv... 1/7/2021 SIDE�-HINPGED METAL -EDGE STEEL DOOR UNIT 6�8"OPAQUE DOOR IN TWO-PIECE STEEL FRAME 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE RE UIREMENTS AS DETERMINED BY ASCE 7. MINIMUM If) DES NOT EXCEED THE DESIGN PR SQUIRE LSTED. PANEL WIDTH, 2. HURRICANE PROTECTIVE SYSTEM (SHI-MERS) IS NOT REQUIRED, Fr -11 — LLJ 3, IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4, POLY RETRAINS CORE F�AME SPREA INDEX OF 50 C3 0 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. zi 0 0 00 0 0 0 AMer�wwWfi WHERE WATER IN ILTRATION PERFORMANCE IS Dwm DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE REQUIRES THE ADDITION OF PEMKO S DARK AND PEMKO 305CR TO FRAME JA BS AND 'EMKO 3452AV SWEEP APPLIED TO TIBE8 DOORESLAS IN ACCORDANCE WITH PEMKC)MINSTRUCTIDNS. TYPICAL ELEVATIONS & GENERAL RC�7E_5 NO LOCATIONS & DETAILS 2/9/2021 Florida Building Code Online '.W PCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > AplLfication List > Application Detail FL # FL163-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL163 R8 COI EvalReport466E.pdf Standard ANSI/AAMA/101/IS2/A440 Florida Licensed Professional Engineer or Architect EL163 R8 Eqgiv 3500 Equivalency-FL.-163.p�jf Year 2008 Sections from the Code https:llfloridabuilding.org/pr/pr�_app__dti.aspx?param=wGEVXQwtDquJBMjgUlj3NOXQjw5OSGYZoO7bdUT109s`/`3d 1/2 2/9/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products C� � I Method 1 Option D 08/26/2020 08/31/2020 09/18/2020 12/15/2020 FL #f s 163.1 Model, Number or Name 3500 Single Hung �N Description 3500 Single Hung Limits of Use Installation Instructions Approved for use in HVHZ: No FL163 R8 II CWS-466E.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 FL163 R8 AE EvalRep2rt466E.pdf Single Hung Oriel H-C35 56"x 91". Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employee Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChack ;. . https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3NOXQjw5OSGYZoO7bdUTIQ9s%3d 2/2 SINGLE HUNG ELEVATION (NON -IMPACT 57 11/4" MAX. OVERALL 57 1/4" MAX, OVERALL FLANGE WIDTH FLANGE WIDTH 56" MAX. UNIT W1 DTH 66" MAX. UNIT WIDTH 531/8' GLASS DLO -- 53 1/8" GLASS DLO — 10 11 1 92 92 1/4" M/ MAX. 0% OVERALL FL FLANGE HE HEIGHT 58,1116, GLASS MAX. DLO U& HEIGHT x SASH GLASS HEIGHT DLO L GLASS DLO 1/4" X. ERALL kNGE GHT MAX. UNIT HEIGHT 45 9/16' MAX. x SASH HEIGHT F < 1­­ 51 11/16" GLASS DLO — EQUAL SPLIT SEE NOTE 11 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING (SEE SHEETS 3-5): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09, -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. - L 5. ANCHORAGE: THE 33 1/31 STRESS INCREASE HAS NOT BEEN 11 USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR B INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=l. 10 WAS USED FOR WOOD ANCHOR CALCULATIONS. GLASS 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. SERIES / MODEL DESIGNATION SH-3500, 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X -- OPERABLE SASH, 0 = FIXED SASH, 4113116" GLASS 10. ORIEL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±36 PSF. DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEETS 5 & 9. 11. EQUAL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF. FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEETS 3, 4 & EL 12. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. Lucas Turner 2020.08.21 11:21:31 -05'00' (at2� O.M . M, - WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CwS.CC QI Z Z- < - 3S — — — owo owo0 o Woo < r_ I -L- Z Z 2 < a� 0 0 0M < T a- Z Z U Co Z < 0 Ji U)a- M w , i2 o Z�� a- — Cr 0 C aj 0 a- x C-1 w w '*//N�o. 5 8 2 o' I IQ 0% i4f ;R�, STATE OF 8/19/2020 LUCAS A. TURNER, P.E FL RE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 GENERAL NOTES ANDELEVATIONS TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 _T _ DRAWN BY: DATE GLAZING DETAILS..._ ..................._ 2 AIDE 0 /16/09 UP CHARTS ......................................3-5 SECTION VIEWS & ALT FRAME _6 owe ff— RE—V— EXTRUSIONS & B.O.M........................7 CWS-466 E ANCHOR SCHEDULE & NOTES 8-9 SC —ALE INSTALLATION DETAIL ...... 10-11 SHEET 1:25 1 OF 11 DP CHART: EQUAL SPLIT W/CLIPS DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURA71ON WITH ANCHOR CLIPS (SEE NOTE 2) OverallFlangej Unit I Overall Flange Width 24.750 26.750 28,750 32.750 37.000 40350 44.750 48.750 53.125 57.250 28.750 32.750 36.750 38.375 40.750 44.750 48.750 50.625 52.750 56.750 60.750 61000 66.750 68,750 72.750 76.000 80.750 84.750 88.750 92.250 27,500 Glass Type A Glass Type B, 31.500 Glass Type A Glass Type B, 35.500 Glass TypeA Glass Type B, 37.125 Glass Type A Glass Type 8, 39.500 Glass Type A Glass Type B, 43.500 Glass Type Glass Type 8, 47.500 Glass TypeA Glass Type B, 49.375 Glass Type Glass Type B, 51.500 Glass Type Glass Type B, 55.500 Glass Type Glass Type B, 59.500 Glass Type A Glass Type B, 61.750 Glass Type A Glass Type B, 65.500 Gl ass Type Glass Type B 67.500 Glass Type A Glass Type B. 71.500 Glass TypeA Glass Type B 74.750 Glass Type Glass Type B 79,500 Gl ass Type A 83.500 _._-- -.. Glass Type B, 87.600 Glass Type Glass Type B, 91.000 Glass Type tit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 66.000 +50.0/-64.6 +50.0/-64,6 FIGURE 3.1 (SEE NOTE-2 +So.o/-55.5 EXAMPLE 36"x62"THIRD FRAMEITHRUCLIP COMBINATION +50.0/-55.5 +48.4J-48.4 LEFT JAMB: USING INSTALLATION CLIP ANCHORS +48.4/-484 RIGHT JAMB: ANCHORS THRU FRAME +448 -44.8 +44,8/-44.8 HEAD: ANCHORS THRU FRAME +40.7/-40.7 SILL: USING INSTALLATION CLIP ANCHORS +40.7 ( -40.7 +369/-369 6" MAX.---+--'{+ 18"MAX. O.C. +36.9/-36.9 +35.2/-35.2 1 - +35.2 / -3S.2 6" MAX, 6" MAX. +35,1/-35.1 -�- �- +3S.1/-35.1 8" MAX. O.C. +35.1/-35,1 � 18" MAX. O.C. +35,1/-3S.1 +35.4/-35.4 +35.4/-35.4 +35.3/35.3 +35.3/35.3 +35.2/-35.2 +35.2/-3S.2 +34.7/-34.7 +34.7/-34.7 +34.0/-34.0 +34.0/-34.0 _+32.8/-32.8_ +21.6/-31,6 +31.6/-31.6 +30.1/-30.1 6" MAX- --�- 18"MAX. O.C. +30,1/-30.1 +28.8/-28.8 +30.0/-30.0 +27,6/-27.6 +30.0/-30.0 +26.6/-26,6 +30.0 / -30.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.a/-70.0 +SO.0/-70.0 +50.0/-70.0 +50,0/-69.1 F, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70,0 +50.0/-70.0 +S0,0/-70.0 +50.0/-70.0 +50.0/-69.1 F, G,H +50,0/J0.0 +50.0/-70.0 +50.0/J0.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-70.0 +SO.D/-70.0 +50,0/-70.0 +50.0/-70,0 +50.0{-70.0 +%0/-70.0 +SO.0/-70.0 +50,0/-69.0 +50.0/-69.0 +50.0/-64.0 +50.0/-64.0 +50.0/-59.3 +SO.Q/-59.3 +SQ.O/-70.0 +SO.O/-70.0 +50.0/-70.0 +SO,OJ-70.0 +SQ.OJ-69.9 +S0.0/-6L9 +SO.O/-S7.0 +%0/-53.S +50.0J-50.1 F, G,H +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-69.9 +50,0/-61.9 +50.0/-57.0 +50.0/-53,5 +50.0/-50.1 +50.0/-70.0 +50.0 -70.0 +50.0/-70.0 +50.0/-70,0 +50,0/-66.8 +50,0/-59.8 +50.0/-54.1 +50.0/-50.2 +4&8/-46.8 F, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-66.8 +50.0/-59.8 +50.0/-54,1 +50.0/-50.2 +46.8/-46.8 F, G, H +50.0/-70,0 +50.0 / -70.0 +50.0/-70.0 +50.0 / -70.0 +50,0/-70.0 +50.0 / -70.0 +50.0/-68.3 +50.0 J -68.3 +50.O/-62.0 +50.0 / -62.0 +50.0/-57.2 +50.0 / -57.2 +50,0/-515 +50.0 / -51.5 +47.3/-47.3 +47.3 J -47.3 +42.9/-42.9 442.9 / -42,9 F, G,H +50,0/-70.0 +50.O/-70.0 +50,0/-70.0 +50.D/-70.0 +50.0/-6E9 +50.0/-66.9 +SO.D/-60.6 +50,0/-60.6 +50.0/-55.0 +SO.O/-55.0 +50.0/-S09 +50,0/-50.9 +47.2/-4Z2 +47.2J-47.2 +44.0/-44.0 +44.0/-44.0 +39.8/-39.8 +39.8/-39.8 +SQ.O/-70.0 +50.O/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50,9 +49.4/-49.4 +44,0/-44.0 +38.9/38.9 F, G, H +50.0 / -70.0 +50,0 / -70,0 +50.0 / -66.9 +SO,O / -60.6 +50,0 / -S5-0 +50.0 / -50.9 +49.4 / -49.4 +44.0 / -44.0 +38.9 / -38.9 F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70,0 +50.0/-70.0 +50,0/-66.9 +SO.O/-66.9 +50.0/-60.6 +50.0/-60.6 +50,0/-55.0 +SO.O/-55.0 +50.0/-50.9 +50.0/-50,9 +49.3/-49.3 +49.3/-49.3 +43.9/-439 +43.9/-439 +38.8/-38.8 +38,8/-38.8 +%0/-70.0 +50,0J-70.0 +SU.O/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1J-49.1 +43.9/-419 +39.0/-39.0 F, G,H +50.0/-70.0 +SO.DJ-70.0 +50.0/-66,9 +50.0/-60.6 +50.0/-55.0 +S0.0/-SO.9 +49.1/-49,1 +43.9/-43.9 +.39.0/-39.0 +50.0/-70.0 +s0.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50,0/-50.9 +48A/-48.4 +43.7/-43.7 +38.9/-389 F, G,H +50.D/-70.0 +50,0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 F, G,H +50.0J-70,0 +50.0/-70.0 +50.0/ -70.0 +50.0{-70.0 +50.0/-66.5 +50.0/-66.5 +50,0/-60.6 +50.0/-60.6 +50.0/-55.0 +50.0/-55.0 +50.0/-50.9 +50.0/-50.9 +47.5/-47.5 +47.SJ-4Z5 1428/-42.8 +42.8/-42.8 +38.7/-38.7 +38.7/38.7 +SO.O/-70,U +50,0/-61.0 +50.0/-63.4 +50,0/-57.8 +50.0/-53.0 +49.4/-49A +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 F, G,H +50.0/-70.0 +8Q0/-67,0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 F, G,H +50.a/-66.3 +50.0J-66.3 +50.0/-613 +S0.0/-62,3 +50.0/-58.8 +50.0/-58.8.+SQ,O/-53.4 +50,0/-53.4 +49.0/-49.0 +49.0/-49.0 +45.7/-45.7 +4S.7J-45,7 +42,7/-42.7 +42.7J-42.7 +40.0/-40.0 +40.0/-40,0 +37.4/-37.4 +37.4/-37.4 F, G,H +50.0/-63.9 +50.0/-63.9 +50.0/-60.0 +50.0/-60.0 +50.Q/-56.6 +50.0/-56.6 +SQ.O{-51.4 +50.0/-51.4 +4TI/-47.1 +47,1/-47.1 +44.0/-44.0 +44.0/-44.0 +41.1/-41.1 +41.1/-41.1 +38.5/-38.5 +38.5J-38.5 +36A/-36.1 +36.1/-3&1 +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50,0/-514 +47.1/-47.1 +44.0/-44.0 +41,1/-41.1 +38,5/-38.5 +35.S/-35.5 F, G,H +50.0/-63.9 +50,0/-66,0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.D +411/-41.1 +38.5/-38.5 +35.5/-35.5+32,8/-32.8 F, G,H +50.0/-60.2 +S0.0/-60.2 +50.0/-573 +50.D/-57.7 +50.0/-55.8 +50.0/-55.8 +50.0/-51.4 +50.0/-51.4 +47.1/-47.1TP +47.1/-47.15/-43.5 +40.1/-40.1 +401/-40.1 +37.4/-37A +37.4/-37.4 +34.2/-34,2 +34.2/-34.2 +50A/-55.1 +50,D/-52.6 +50.0/-SO.7 +47,9/-47.9 +45.0/-45.02/-41.2 +381/-38.1 +35.5/-35,5 +32.1/-32.1 F, G,H +50.D/-5S.1 +50.0/-52.6 +50.0/-SO.7 +47.9/-47.9 +45.0/-45.02{-412 [143*.5/-41S +38.1/-38.1 +35,5/-35.5 1-32.1/-32.1 +50.0/-514 +49.0/-49.0 +47.1/-4Z1 +44.2/-44.2 +42A/-42.46/-396 +366/-366 +337J-337 +307/-30.7 F, G,H +50.0/-51.4 +49.OJ-49.0 +47,1/-4Z1 +44,2/-44.2 +42.4/-42.46/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30,7 F, G,H +48.2/-48.2 +48.2/-48.2 +45.8/-45.8 +45.8/-45.8 +43.9/-43,9 +43.9/-43.9 +411/-41.1+392/-39.2.1/-38.1 +41.5/-41.Z +39,2/-39.2 +38A/-38.1 +35.2/-3S.2 +35.2/-352 +32.1/-32.1 +32,1/-32.1 +29.5/-29.5 +30.0/-30.0 +45.7/-45.7 M3.4f-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30,9 +28.4/-2&4 . F. G. H +45.7 / -45.7 +43.4 / -43.4 +41.5 / -41.5 +38.7 / -38.7 +3E7 / -36.7 +35.6 / -35.6 +33.7 / -33.7 +30.9 / -30.9 +30.0 / -30.01 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING (I.E., THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING). REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION. WINDOW SYSTEMS Lk 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CwS.CC Q Z `: QZ 1-- 0 WU QW CQ" Z W t W Z O Z Cr_ Z o_ Qrnj>-0C m D- F- W Z E- 3: 2 1 Z Z :z < 0- 0 0 O 0I-0 4r�� U30- U Z zZ Q OZuU) UU Q Z O W O= d Z < � t- Z UIDd'�0 O W LU W U W O J n a CL O WF-O n-��> ar S 2� w w 0 \ r �j No. 58201 � o �_. 1d!/ �r�k STATE OF 1107KOWN LUCAS A. TURNER, P.E. FL PE # 582D1 2429 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS - EQUAL SPLIT W/CLIPS DRAWN BY: !DATE: ADE 03/16/09 DWG N: REV.: CWS-466 E SCALE:- SHEET 1:1 3 OF 11 DESIGN PRESSURES FOR ORIEL DP CONFIGURATION. CHART C: LIMBED CRIEL BY GLASS AND TESTING DESIGN LIMITAnONS 57.250 VVINDOW SYSTEMS Overall Fig Unit Sash Overall Flange Width 24.750 26,750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 Height Height Height Unit Width 56.000 +50.0 / -70.0 1900 SW 441 H AVE. OCALA, FLORIDA 34474 www'CwS.Cc 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 28.750 27.500 12.000 Glass ASash, Glass E Fixed +SO.O / -70.0 +50.0/ -70.0 +SO.O / -7aO +So.o -70.0 +50.0 / -70.0 +50e/-70.0 +50LO / -70.0 +50.0 / -70.0 +50.0 / -70.0 Glass Type B, C, D, E, F, G, H +50.0/ -70.0 +50.0/ -70.0 +50.0/ -70.0 +50.0 -70,0 +50.0/ -70J) 50.0/ -70.0 +50.0 / -70.0 +SOLD / -70.0 +50.0/ -70.0 +50.0/ -70.0 +50,0 -67,6 Glass A Sash, Glass E Fixed +SOLO / -70.0 +50,0 -70.0 +50.0 / -70,0 +50, D - 70.0 +50b/ -70.0 +50.0/ -70.0 +50.0 / -70,0 +SO.O / -70.0 +50.0/ -69.3 32.750 31.500 12.000 +SO.O -6�).9 +50.0/ -52.1 3500 ALUM. SINGLE HUNG Glass Type B, C, D, E, F, G, IT +50.0/-70.0 +50,0 -70.0 +50.0/ -70,0 +50.0 -70LO +50.0/ -70.0 +50.0/ -70.0 +50.0/ -70.0 +500/-700 +50.0 / -7ti'o Glass A Sash, Glass E Fixed +50.0/ -70.0 +50.0 -70.0 +50.0/ -70.0 +50.0/ -70.0 +50.0/ -70-O +50.0 / -64.8 +50.0 / -60.4 +50,0/ -57+2 +50.0/ -53.6 36.750 35.500 12.062 Glass Type B, C, D, E, F, G, IT +50.0/ -70.0 +50.0 -70.0 +50.0 / -70.0 +50.0/ -70+0 +SO.O/ -70.01+50,0/ -70.0 +50,0/ -70.01 SO.O / -70.0 +50.0/ -69.4 +50. 0 / -612 +48.0 / -48.0 NON -IMPACT Glass A Sash, Glass E Fixed +50LO / -70.0 +SO.O -70.0 +SO.O / -70.0 6OLO -70,0 +50.0/ -69.7 +50,0 / -61.6 +50.0 / -5&6 +50.0 / -S3,0 +49,7 / -49.7 38.375 37.125 12.625 +50.0 / -60.8 +42 ' 8/_42 + 8 Glass Type B, C, D, E, F, G, IT +SO.O / -70.0 +50LO -70.0 +SO.O / -70.0 +50,0 -70.0 +SOG / -70.0 +50e / -70.0 +50.0 / -7(t 0 +50.0/-70.0 +50+0/-65.8 Glass A Sash, Glass E Fixed 450.0/ -70LO +50.0 / -70.0 +50.0/ -70.0 +50.0/ -70.0 +50.0/ -673 +50.0/ -59+0 +50,0/ -S2.8 +48.9/-48.9 145.1/_45.1 Q Z 40.750 39.500 13.438 Glass Type 6, C, D, E, F, G, H +50.0 / -70.0 +50.0 / -70.0 +50.0 / -70+0 +50+0/-70.0 ­50+0/-70.0 +50,0/ -70.0 +50.0 / -70.0 +50.0 / -69+3 +50L0 / -613 +50.0/ -56.6 +37.9/ -37�9 Z w 0 '2W LG 0 LLJ 0 C) LL, Z 8 20�: O__ r- - 1 Glass A Sash, Glass E Fixed +50.0 / -70.0 60.0 / -70.0 +SO, 0 / -70+0 +SO.O/ -70,0 +50.0/ -65.3 +50.0/ -57.0 +50.0 / -50.3 i-4S.2/ 45.2 +40, S / -40. 5 44.750 43.500 14.812 ,Glass +50.0/ 52.6 +35.4/-3S,4 0 a: Z 0 Q CC ~Si >- 0 of 3: Fn P w Z F­ ?: 2! Z :5i < 0� L, 0 0 Type B, C, D, E, F, G, IT +50.0/ -70.0 +5()+0/ -70.0 +50.0 / -70.0 +50.0/ -70.0,+50.0/-70.0 +SO.O/ -70.0,+50.0/ -70.0 +50.0 / -651,+50.0 / -58.0 Glass A Sash, Glass E Fixed _0 / +50 -70.0 +50.0 -70.0 +SO.O / -70.0 SO. 0 -70.0 +50+0 -63.8 +50,0/-56.3 49.6/-49.6 +44.0 / -44.0 39.1/-39�1 48.750 47.50{) 6 .125 Glass Type B, C, D, E, F, G, H +Soo/-700 +SO.O / -70.O +SO.O -70.0 +SOO/- +50.0 -70.0 +SO.O -70.0 1 SO.0 -70.0 +50.0/ -70+0 +50.0 / -68A +50.0/ -62.0 +50.0/ -55.7 +SO.O / -50.5 +35.1/ 3S�l Z 0 0 < = , C�� do F­ Q­ ') 0- Z IF- do o 0 D - ::) Glass A Sash, Glass E Fixed +50.0/ -70+0 +5' 0/-7" 0 +'0- +SO.O/ -70.0 +50.0 -70.0 +50.0/ -70.0 +50.0/ -63A +50TI -SS.9 +49.4/ -49.4 +43.9 / -43.9 +38,8 / -3&8 50.625 49.375 68,2 Glass Type B, C, D, E, F, G, IT 0 +50.0/ -70.0 + /-7 0 +5 1/- +50.0 / -70.0 +50.0/-70.0 ISDOT56-6 -+50,0 /-60-,9- -+50.-D -/54.3 +49.1/ -49.1 +35.0/ -35.c < >- Q� C6 Z Z 0 0 H_ - , 2i E) Z < 3: C) W 0 �E I- 52.750 51.500 17500 Glass A Sash, GI... E Fixed + +50.0 / -70.0 0 +_ 0/ +50+0/ -70�0 +50.0 / -70+0 +50�0/ -70.0 +50.0/ -62.2 +SQ.O/ -SS.5 +49�3 -493 43.9 / -419 +3&9 -3&9 Glass Type B, C, D, E, F, G, H +50.0 / -70.0 0 0 !1'1 +50.0/-70, '00/ 0 +50.0 / -70.0 L50.0 / -70.0 +50,0/ -70.0 +SOLO -70.0 +50+0 -63+7 +50.0 / -59A +SB 0 -52.7 �47,7 -47.7 < w Fr cr� * >_ ") 0 u� o 0 ­­ >- 5 0- :so Q� U3 C) w U) w so 0 I Glass A Sash, Glass E Fixe+500 0 +'0 / 60 56.750 55.500 18.875 I Glass Type 8, C, D, E, F, G, IT +50.0 -70.0 71) 0 +50.0 -70.O +'n 0/ +50.0 / -70.01+50.0 -70.O +50,0/ -68.2 +50.O -63.7 50,0/ 60,21+50,0/-55.8 SO.O/-S(T2 +45+3 -45+3 +3S.4 / -3S.4 D_ C C� Z - , ac 0 w 0 n- C� I-- w Glass A Sash, Glass E Fixed +50.0 -70,0 +50.0 -7D.0 +50,0/ -67.7 +SO+O -62.8 +SI10 / -S8.3 +50,0/ -52.4 +47.9L14M +43.2/ -43.2 +38.8/ -38.8 60.750 59.500 20.2 1 +43.3 / -43.3 +35.2/ -35.2 2c Glass Type 3, C, D, E, F, G, H +SOLO/ -70e +50.0 -70e +50.0 / -6T 7 +50.0 -62.8 +50LO / S9.3 +SOLO / -S7. 3 +SOG / -55+9 +50,0/ -52+6 +49,1/ -48.1 H.2 Glass A Sash, GI... E Fixed 450.0 / -70.0 +50.0/ -66.6 +50.0/ -63.5 +50.0 -58.7 +50.0 / -55. 1 50.0/ -51.3 +47.2 / -47.2 A 42.5 / -42.5 +38.7 / -38+7 62L000 61.750 21.000 I Glass Type B, C, D, E, F, G, IT +50.0 / -70.0 +50.0 / -66.6 +50.0/ -63.5 +50+0 -58+7 +50.0/ -55+1 +50+0/-S3+0 +50.0 / -51.6 +50.0 / -50,7 +45.8 / -45.8 +42.3 / -42.3, +35.2 / -3S.2 A. TU,�V 66.750 . 65.500 2Z250 Glass A Sash, Glass E Fixed +SOLO / -64.1 +50LO/ 60.5 +50.0 / -57.S 50.0 -S2.8 +493 / -49.3 +47A / -47.1 +45.5 / -45.S +42.4 / -42A +38.6/ -38.6 GI ass Type B, C, D, E, F, G, IT +50,0/ -64,1 +50.0/ 60.5 +50.0/-57.5 +SO-O -52,8 +49.3 -49.31+47.1/-47,1 +45.5 -45.5 +44.5 / -44+5 +43.8 / -418 +40.0 / -40.0 Glass Glass E i 68.750 67.500 22.938 A Sash Fixed +50-0/ -61,1 +50.0 / -S7,6 +SO.O/ -54.7 +50.0 -50.2 +46,7/ -46.7 +44.5/ -44,5 +42+8 -42.3 +41.7/ -41.7 +38.6 / -38.6 +3S.2 -35.2 Glass Type B,C, D, E, F, G, H +SOLG/ -61.1 +50G / -57.6 +50.O / -54L7 +50.0/ -50.2 +46.7 / -46+7 44.S / -44.51+42.8 -42.8 +41.7 / -41.7 +410 / -41.0 + 39.4 -39.4 +3S,2 -35.2 No. 58201 Z- Oin 2-'*- 72J50 71 24.313 Glass A Sash, Glass E Fixed +50.0 / -53.5 +50.0 / -51.1 +49LI/ -49+1 +45.6 / -45.6 +42.2 / -42.2 +40.0 / -410 +38.3 -38.3 +3TO / -37�0 +36.1/ -36.1 -­..­....­. - , . Glass Type B, C, D, E, F, G, IT +50.0 / -53.5 +50.0 / -51.1 +49.1 / -49.1 +45.6/ -45.6 +42.2 / -42.2 +40,0/ -40.0 +38.3/-38.3 +37+0/-37.0 +36.1 / -36.1 �500 - +35.6/-35,6 +3S�o -3Se 01 1w ;6\ STATE OF Glass A Sash Glass E Fixed +48,1/ -48.1 +45�7 / -4S-7 +418 / -43.8 +41.0/ -41.0 +39,1/ -39.1 38,1/ -38.1 +37.7 -37.7 +36.4/ -36A +35.5 / -3S.S 76,000 74.750 25.438 Glass Type B, C, D, E, F, G, IT +48.1 -4& 1 +45.7 -45.7 +43.8/43.81+41.0/ -41.0 +39,1/ -39.1 +38,1/ -38.1 +37.7 -37+7 +36A/-36A +35.5 / -355 +35.0/-35.0j '0" Glass A Sash, Glass E Fixed +37,1/ -37.1 +36.1/ -36.1 +35.4 / -3SA +3S.0 / -35,0 +35.0/ -3S.0 +35.0 / -35,O +3S,O -35.0 +35,0/ -35.0 +35.0 / -35.0 80.750 79.500 27J000 +35.D / -35.0 Glass Type B, C, D, E, F, G, IT +37.1/ -37.1 +36.1/ -36.1 +35.4 / -35A +35.0/ -35,0 35.D/ -35.0 +35+0/ -35.0 +35+0 - 35.0 +35.0/ -35.0 +35.0 / -3S,O +35.0 / -3S,O +3 5.0 / - 3S. 0 Glass A Sash, Glass E Fixed +37.1 3T 1 +36.1/ -36+1 135.4 / -35.4 +35. 0 / -35. 0 +35. 0 3S.. +3S. 0 / - 3S.. +35.0/ -35.0 +35.0 / -35.0 +35.0/ -35+0 94.750 83.500 28.1375 Glass Type B, C, D, E, F, G, IT +37.1/ -37.1 +36,1/ -36.1 +35.4 / -35.4 +35- 0 / - 35. 0 +35.0/ -35.0 +35.0 / - 35+ 01+3 5.0 / - 3 5. 0 +35+0 / -35.0 +35.0 / -3 S, 0 +3 S+ 0 / - 3S+ 0 +35. 0 / -3S.O 8119/2020 88.750 87.500 29.750 Glass A Sash, Glass E Fixed 1+37.1/ -37.1 +3E 1 / - 36, 1 +35.4/ -35.4 +35.0/ -35.0 +35.0/-35,0 +35.0 / -35.0 +35,0 / -35.0 +35.0/ -35+0 +35.0 / -35.O Glass Type 3, C, D, E, F, G, H 1 +37.1/ -37+1 +36.1 / -36.1 +35.4 / -3S.4 +35.0/ -25.0 +35.0/ -35.0 +35+0 / -35.0 +35.0 / -3EO +35.0/ -35.0 +35T/ -3S.0 +35.0 / -3S.O +35.0 / -35,0 LUCAS A. TURNER, P.E. 92+250 91.000 30.938 Glass A Sash, Glass E Fixed 1+37.1/ -37A +36+1/-36.11+35.4/ 35.411.35.o/-3S.01+3S.0/-3S.O +3S.O / -35.0 +35.0/ 35.0 +35.0 / -35,01+35.0 / -35+0 Glass Type B, C, D, E, F, G, +37.1/-37.1,+36.1/-36,11+35.4/-35.4 + +35+0 / -3S.0 +3S.0/ -35.0 +35.0 / -35.0 +35. +3S.0/ -35.01+35.0 / -3S.0 FL PE # 58201 2428 Old Natchez T'CThl Camden, TN 38320 PH. 941-380-1574 COMPARATIVE ANALYSIS - ORIEL I ADE 1 03/16/09 NOTES: REV1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. M-466 2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF. SCALE: SHEET 5 OF 11 1 7 IH-1072 (Sash Meet. Rail I Aluminum I 1 10 IS-1074 IScrn. Adapt., w/o lea. Vert. I Aluminum I Sash Cam eep Lock, LH �tp., 0.270 x A87 back FinSeal ;tp., 0.190 x .187 back FinSeal ;tp., 0.270 x .187 back FinSeal ;to., 0.350 x .187 back, team fil Ap., 0.190 x .187 back FmSeai ;tp., 0.210 x .187 back FinSeal x 1.000 w/ 1/4" lead Quad PH x 0.750 Quad PH Type A SMS x 0.625 Ph FH Type A SMS sket, Hd. & Sill at Jb., SH-350( am Sealer, SM-5504 lead, Single Glazed lead, Insulated glass 85 Dur., 1/8" x 5/8" x Gold Cert. Label Frame 60 1 P-3228 Screen Spline, .155 Dia., Bilk. 61 P-3029 Screen Pull Tab 62 P-3033 Screen Spring, SS 63 S-1197 Install Clip, Curved fib S-1112 Fr. Head, Flange Archtop 67 1 Instaglaze 3, Purfect Glaze "F 68 S-1330 Fr. Head, Fin, Head Black, SoftTouch Aluminum FRAME CORNER 21/16"--- CONSTRUCTION F--- 2 V 16" --� q111 11/211- 1 2 7/16" L 1/16" 1 13I16" 2 1/16" FLANGE HEAL 5-1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181 SASH CORNER 2 1/8" CONSTRUCTION Tt 21/8"- 2 1/16" --1 2 3/4" --� ( 64 3 7/16" 66 7/16" 1/16" FLANGE SILL S-1182 — 1116" yen Cell Metal PVC 2" 3 4 L FLANGE JAMB S-1077 ,turn ylon 1 1/4 1\LL-f- L Steel SS minum ANCHOR CLIP - 1197� minum minum I 2'" PLAN VIEW LINE ITEMS NOT USED: NOTE: ALL ALUMINUM EXTRUSION ARE 6063-TB 6,19,25,27,31,32, 35,37-41,44,49-55, 57 M 1/1s' FLANGE HEAD, ARCHTOP S-1112 FIN SILL S-1180 (-I 518 3/4" I(r o SCREEN ADAPTER S-1074 2„ 6' 117 L f 1 �/8I-1 __ 6 FIN JAMB S-1500 �S 114" -"i 1/16" _ FIXED RAIL H-1563 I 2„ 9 I--1" 1 3/t s'• PLAN VIEW OF ANCHOR CLIP SASH SIDE RAIL S-1073 �f---- 2 9/16" SILL ANCHOR CLIP S-14651/ts" � 1 1i/2„ 1/16" I SASH TOP RAIL H-1072 WINDOW sys'feras I�/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC r `tZO LUWO Z W W <F—O� Z 0Z o d0 0LK5m Z Z=04<w00 O CJ O t- O a- Ua ;�I-z F-tea, o z Z��� Q QZU CcZ Z�CJ } dj()WO=COz 21 z �r�W� oco a w Cc a a-2- O w u}i a-, cr � a k TOP 11 No. 58201 u O (�` STATE OF a Not- �g f �� 8/19/2020 LUCAS A. TURNER, RE, FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH.941-380-1574 BOM AND EXTRUSIONS ADE 03/16/09 !G 4. �- - REV.: ---- CWS-466 E ALe; SHEET 1:2 7 OF 11 6" 18" MAX. O.C. (TYR) THRU FRAME, 12" MAX. O.C. (TYP.) W/CLIPS NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SI- ON SHEET" 10, DESIGN PRESSURE LIMITED TO 30 ESE. EE NOTE 2 INSTALLATION ANCHORS(TYP.) 4" MA 4" MAX. ( 16" MAX. afgof• _ VVINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC Q Z Q Z 1- ow0 U)NO Z W JO `t E-d W w Z0Z _0 40 }O W'j�m 0- hW ZI-`':�S Z ZS2<CLW00 O L)Oof -ZDGoa ZZ 00zz�Do � Z U Z LL INSTALLATION Q `t cc�� O WOO 0 Z ANCHORS (tYP.) Q C[ Y U ~ Z LL O ITT o O W O W E7 D O0 Do O wh0 wzcr>- :Z D- �w CL �2 ��11Cfit1tl�1 ANCHOR LAYOUT - (FLANGE) FOR DP CHART C THRU FRAME OR CLIP OR MOOD OPENING) ANCHOR LAYOUT - L— FOR DP CHART C NS,/�P � k gP •�, f•„� (MASONRY OP LIMITED BY GLASS, SEE SHEET 7 THRU NAILING FIN (WOOD OPENING), SEE SHEET 7 `�� �1G h1/ `. NOTES: No. 58201 titer^ 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. = ( `ul 3RThTE� 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE � THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED' BE it 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8/19/2020 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, P.E. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. FL PE # 58201 2428 Old Natchez Trc Tri 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT Camden, TN 38320 SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. PH. 941-380-1574 7. A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" SHEET DESCRIPTION: CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ANCHOR SCHEDULE AND NOTES - ORIEL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH D ARD AH wN aY. DATe l REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 1D. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. AIDE 03/16/09 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE �WGHEv.: E CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), SHEET FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). 1:25 9 OF 11 MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHE SEE TABLE 1, SHT 10 PERIMETER SEALANT INSIDE AND OUT SEALANT BEHIND FLA BYINSTALLER INSTALLATION ANCHt SEE TABLE, SHT 10 SEALANT BEHIND FLA BYINSTALLER PERIMETER SEALANT INSIDE AND OUT SUBSTRATE BY OTHE SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 TYPICAL HEAD ANCHORAGE p VERTICAL SECTION 11 TYPICAL SILL ANCHORAGE MIN, EMBE SEE TABL 114" MAX. INSTALLATION ANCHOR SEE TABLE, SHT 10 10 SEALANT BEHIN BYINSTALLER PERIMETER SEF INSIDE AND OU I IM SUBSTRATE BY �..._.... SEE TABLE 1, SHT 10 1IM SEALANT BEHIND FIN -- BYINSTALLER 10 INSTALLATION ANCHOR SEE TABLE, SHT 10 PERIMETER SEAt...ANT BY INSTALLER INSIDE AND OUT HORIZONTAL SECTION 11 TYPICAL JAMB ANCHORAGE F VERTICAL SECTION____ 11 ALTERNATE FIN ANCHORAGE TYP. FOR HEAD, SILL AND JAMBS MIN. EDGE DIST. SEE TABLE 1, SHT 10 114" MAX. SHIM MIN. EDGE DIST, SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS SEE i ABLE 1, SHT 10 MIN. EMBEDMENT SEE TABLE 1, SHT 10 \_ 9U4L1s.v ckQ 1Lj u LY WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 VJWW.CWS.CC — 3500 ALUM. � SINGLE HUNG NON -IMPACT Z 4 z uJw0 Qoo Z w C) w zOz �F-zE- � z Z=�dcGw00 00 o a 0 oMF-zdl-cna o Z—M—ZI—Dr/1 w OUlow0w z raw O a O wH0 wo�� di = a ``��.�`��ycP$ ��; No.582p1 'te1 STATE OF z�� �tQ�dR��` - 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH.941-380-1574 i SHEET DESCRIPTION: INSTALLATION DETAIL DRAWN BY: TDATE: AIDE I 03/16/09 DWGfF REV.: CWS-466 E SCALE: SHEET 1:2 11 OF 11 11 Florida Building Code Online Page I of 6 Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770 -6062 mwester-field@ciopay.com Authorized Signature Scott Hamilton shamilton@clopay,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL-15279 R6 Eauiv 20200812 F8C ASTM 1886 1996 equiv.pdf FU5279 R Product Approval Method Method 1 Option A Date Submitted 12/11/2020 htt-os://www.floridabuildin�.or�/-or/or won dtl.asr)x?i)aram=wGEVXQwtDciv3vVVKJZIQ... 1/4/2021 Florida Building Code Online Page 4 of 6 15279.10 010 W4-09 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, �8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). 15279AI 011 W4-09 DSIUO-1K479: Canyon � Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). 15279.12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 428, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV,AR5S,AR5SV,ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min,) Single -Car (up to 9'0" wide) WINDCODE®R W4 Garage Door Certification Agency Certificate FL15279 R6 C CAC Letter it proof r contract an _f�noof LpTn gL_LLectmnd_p f FL15279 R6 C CAC W4 Listing IntertgLK. df - Assurance--p Quality s nce Contract Expiration Date 05/21/2028 Installation Instructions FL15279. R6 11 10411.83-RevO3_pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUP, (exterior skin 27 ga, min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R6 C CAC Letter with goof of contract arjLJ proof ofInSpection p f FL15279 R6 C CAC W4 Listing_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 11 104456-RevO2.Ddf Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R6 C CAC Letter with proof ofcontractand p[oof of insi)ectionpcif FL15279 R6 C CAC W4 Listino InterjLktek _pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 II 300152-6-Rev17pdf Verified By, Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE(D W4 Garage Door Certification Agency Certificate FL15279 R6 C_CAC _Letter with proof of contract and D'Oof Efms �,��bgn�d� FL15279 R6__ C CAC W4 Listin Interte Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 11 103486-6-ReyO9.pdf Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to I Harbor, Stone Manor � 9'0"wide) WINDCODE@ W4 Garage Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R6 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of insptct�-onaf Impact Resistant: N/A FL15279 R6 C CAC W4 Listing Inter pdf https://www.floridabuilding.org/pr/pr_app_ dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQ... 1/4/2021 V-P, RASSE➢ PANEL E)WISS BOORS E 4 64 24 6A INS 29 69 25 GA 4S RASE➢ PANEL ElOQSS SHEET 1 OF 2 ICI W D—P— C8 0S/19/0S 11PCATEO CODE REF. OPPDN,V, GIAZIXL M4T eE STANhWO Eft �n w (}� �mvic mt[ R[x sFCIKrX, IMPACT RESY9(ANT GtAZINC. SEE SECTION / (tm x � Nm B-P FOP OETANS. ➢�'ntty[ >tnLCSEEV✓ tR F- A NAX. 5lN�0.W6 SIZE I.5 42-1/2110'. GUZRiG IS p 20 GA MIX, eN0 5'RLES ASD NOR S%W WfiN PhtENtE➢ tt1G-L-- l-tDC SISiEM (SDP, POT@M k CENIIItJ. Y �e � P SON S# [@rtnx t¢2nflvc rou ravu� � e- Y nax 20 G. GN.Y. 6tEE1 �j mn Poert t.nac:w i-ate+.- muc alm rn,i wIR��Fu � . I_ (wmruSm � «m e 2--4 _ _ __ ONE 3'iALLx2D GA 25G S(EEL i->(� 50 Im MRL U-8i4 LMIID MitN GN.Y.. x2 C .: ,1�Mu hYD A &V(m Pd.T6'fE�R i 3CDAT APPum ro1-KIN. � Art I CNN. DUISIOE KEYm LOCX P�PiON I �t � � (SNIXit FMIEL SN.DWN) rwa[ asp VP tASTIC EHORL FAISED-FA EL SHQXN. EttIX'G 'CIASSiC' PNO M-�(I /� S�vty Miu'n wr R�UW SHORT 'OA¢RNCE HOUSE' ME A15D nYPRP.F➢. wxu I{(�Pi{I�( f41>�5in' s[cr u[iu e'. NEft1 BREWS y� ))/� T/.WiM1G(4SCREWS a� cm � � f .§s ^�teR/�SnE t�¢.V �cv y4 G.. ENo RNA .vvf.. RP�a,� NrE -� 1^EW 'R• H�v •C SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. olopay L�A- N-29f23/96 RPORATION Ba5W DUK aswo H' ww (513) ]]0-4806 'U `` Muwiy�"NNxawiammv��w¢A SFcnoN A -A (rs NEWS_ DESIGN uVM: +23.0 PSF. k -3z0 PSF. lE5( tDnOS +3]S PSE. k -40A PSF. xrzFa W TT 9'w K l I 2tPTIIdA CLti5910 PNO CN +]3Sm FNI sNCEE-fix. aw /-s2 FSP IIUYRG NdiP:4 VEA i 300159 IBC