Loading...
HomeMy WebLinkAbout21-3217City i,t r i 11 �� g g 3 ,. 533 Eig Street §, Zephyrhills, FL 33542 A -0 3217® 021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 12ro2/2021 1�;. \" iz '� ;3 t?, ''sa'` ` i' 1, 2, z1�Zs: (;»�l},e"f�,;x.ti`az4 : '."t � 1 �\{. St"s, i,l. Dz t <.}.a'z "i`, ° • si: i• �'<,ii;.`i'r�" s ."� 'n ��•, 7\,,. si; 'li�1,�.4 ,� , } al,ez'zl`,F = .Y _ 24 26 21 0020 00000 0530 3427 Malachite Drive } �\ >lk - �, � •, T: \ :.?,,•.:, luz } ", i k z \ t 1 }tl} l - ,,' 1 , : szz "' , e :•.� i''„;. x} a} ",e �, � �;�'���11 � � � �' �•. � �� i ti,• Name: PHILIP JR & IRIS FISHER Permit Type: Add/Alter (Residential) Contractor: PHILIP JR & IRIS FISHER Class of Work: Add/Alter Residential Address: 3427 Malachite Dr Building Valuation: $35,000.00 ZEPHYRHILLS, FL 33540 Electrical Valuation; $5,000,00 �• �� � �� Phone: (434) 262-3147 Mechanical Valuation: $0.00 Plumbing Valuation: $3,000.00 Total Valuation; $43,000_00 } „,. `_�7 Total Fees: $502.50 Amount Paid: $502.50 Date Paid: 12/2/2021 11:50:10AM 311,,..,z... 1..ra e` um � C '..,, \ ,z ;?.o. ',zy k°i•5,1c3a;1'1,fi=,}sf.a`:\r::Z:'•kz"c.•.,,s•='1\ts1;,,.bxtiit.<u,3r:a1`<�, ...z�%t��•„s r,�il. s,' P''r``?S."�ltsr.<.?'s�',.�a<"Tl, at ";b.t'u\ss?=�) ADDITION TO N SIDE INCLUDE RV COVERING 6,288 SQ FT ,,�,.. • s x s 1 , '•ttti c =,,-q, ti ~3, s i t c,,,; , s,t' �' Y 3,', :. s1 , r t �ti `, }`*�: 3 } \ \ c ?, 'lfi,a vttil+e..f tf .. ,>, 3;, \ , , �,. , �2?ai' \ . Y \ } a. Lam: V ...S. x1. \{. v , 2. l,.�4t s, ;a < 1.,cs . 1 . , "ss: _ ss„ e f, `l}, ,.! ,.. }s :,-2.. \'3 }'s,`};,,r n�<..� i��:� t"s<; �.E�,�!,,��c �\�is�t,t \��.���k\�;} w�, A}X i��t;° 9., �'l l`,���?.'� g��,l��t~t���1�•r; 3t}x•�<z,4z<�`��:'?,@�ti�i i1'��\l. sr\,.. Electrical Plan Review Fee $32.50 Plumbing Plan Review Fee $27.50 Electrical Permit Fee $65.00 Building Plan Review Fee $107.50 Plumbing Permit Fee $55.00 Building Permit Fee $215.00 grog t' .i• i i •.• R !' ` :i i is .!• .! _ '.i ! •�+:... 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 BEFORE C.O. CONTRACTOR SIGNATURE ,ll I PEfIT OFFICE() 0 0` r r:: 0 r-44 M1 r r: Fro • r ,: r r. 313-730-0020 City of Zephyrhills Permit Application Fax-013-730-0021 Building Department i F+. kt l I � 4 ♦' ea- Number Owner Phone Number E:::::�= Date Received I i f _ C Fee Simple Titleholder Address ADCt1ALT REPAIR PROPOSED UILUING VALUATION OF TOTAL CONSTRUCTION [S]ELECTRICAL AMP SERVICE F66 ' ENERGY :E:, t PLUMBING 1 6v p� t MECHANICAL $ VALUATION OF M HANICAL ALLATION 1 i a y i w tMIMI i k •; k f k (copyOVER THE COUNTER PERMITTING of contract required) Reroofs if shinglesUpgrades Service Driveways -Not over Counter If one pubfioroadways�tneads'ROW so W. "I ' Notary Public Commission No. 'Wamp 10'' i Notary typed, printed or stamped CARLOS MALDONADO Commission# GG 346275 Expires June 18, 2023 Bonded Thru Troy Fain insurance 800-385-7019 CARLOS MALDONADO Commission # GG 346275 Expires June 18,2023 Bonded Thru Troy Fain Insurance 800-385-7019 � * � .y . +� i. f • s � _ "" i i -, f +iF i .. i i i, i t i i rK •» i ., "^ • "`!i • f: • ...♦ i • i ... ..� i! .. is _ f. i i i ^` i : � • • ti � _ !F' ; ♦ :: k ..: '. i : ill _ ... +� ,i, f i ,.. . . t• .. Ifi i i i "+". i, ,,< < r 1 �.., � � � r ri ,' i � �' . � � � �:., 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 FIBERMF.SH (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 ADJACENT TO 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. 8. 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 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS, 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM 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 2ALL MORTAR SHALL BE OF TYPE M OR S. 3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ,.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS T-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5FORALLOY 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 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - 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 SHALL 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: 1. 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. 5. 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 #5 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. 10. 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. 1. TYP -- TYPICAL 2. SIM -- SIMILAR 3. DON -- UNLESS OTHERWISE. NOTED 4. CONT--CONTINUOUS 5. VIF -- VERIFY IN FIELD G. RESPONSIBILITY: i. 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. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1, ALUMINUM ADDITIONS ARE NOT TO 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. 1F ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R4501.17.1 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. S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE. 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 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 SHALI, 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 IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280,105 WOOD FRAMED LANAI EXTENSION, STORAGE & RV PORT t � 1. RISK CATEGORY: 2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 3. WIND EXPOSURE: B 4. WIND LOADS - ENCLOSED: INTERNAL PRESSURE COEFFICIENT: +/-0.18 COMPONENT & CLADDING PRESSURES: ROOF: 'ZONE 1: 12.4/-48.4 WALLS: ZONE 4: 30.4/-33.0 ZONE 2: 12.4/-63.9 ZONE 5: 30.4/-40.7 ZONE 3: 12.4/-87.1 SOLID ROOF (MWFRS): 20 PSF FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 5. SOLID ROOF TYPE: 3"148"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ. DEFLECTION: L / 120 MAXIMUM ALLOWABLE SPAN: 13.44' SITE SPECIFIC DESIGN SPAN: 8,00, 6. EXISTING CONCRETE SLAB AND CAP PER SECTION W OF GENERAL NOTES, EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED ADDITION HOLLOW SECTIONS INDEX: 2 x 2:---------------------------------------2" x 2" x 0.044' S-1 GENERAL NOTES 3 x 2:---------------------------------------3" x 2" x 0.050» S-2 DRAWING S-3 DRAWING 2 x 3:---------------------------------------2" x 3" x 0.050" S-4 DRAWING 2 x 3:---------------------------------------2" x 3" x 0.070" S-5 DETAILS 2 x 4:---------------------------------------2" x 4" x 0.050" S-6 DETAILS S-7 DETAILS 2 x 5:---------------------------------------2" x 5" x 0.050„ 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 2 x 3 Snap:-------------------------------2" x 3" x 0, 2 x 4 Snap:--------------------------------- 2" x 4" x 0. i 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" +CS ,*fpii WITH PREk"}N5 OK" RGIES FLORIDA BUILDING CODE, lE, THIE Ctrpe OF Z P v4 Y£Il NOV REVIEW AT E _ CITY OF ZEPHYRHILIL-9 PLAN EXAMINER 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, �� fI w° PROFESSISI ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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, A. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Website: www.fbcplans.com email: erb@fbcplans.com DRAWN BY: W.P. DATE: 11/02/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 Y 12'-0" ---—— 8'-0" 8'-0" r -------- - - - - - - - - - 1 �— .�RX"4Fi SI-t — iRX'iF NC--- I I r m m �/Jj j 1� NIP SYC. i �p D I NOTE: tNsrmr 1N41ER i P I n I BATHlz�l I sr EX. KITCHEN 3 DO I ATTIC STORAGE ABOVE �� _' _ i x I Os I k STORAGE I 1 I I W 1 2 PLYWOOD SPK ER I I ' 16" 2X6 STUDSfl) I 1 O.C. FINISxWITH VINYLDINGEXI 1 f I� ELEC RIC~ mI 1 1x veil I I W Xi 1 I I N; 1 I- EXIST.LANAI ---------- 2X9 SMB--------- -3------- b I I o I 4EXSTNG"X4"X.125"; ALUM. I � I N I N� I COINCIRETE POSTS, TYPJ I Z i I i t X ' ml snI aO i I I w rI i f I N1 i I I I I EXISTING i i I ----------- I I 2X9 SMB -- --�-------------- i I I PROP.! RV PORT 1 ; I EXISTING CONCRETE I I ,m m I j I M, 12 mf10 I 01 i t NEW PATIO COVER h oiI mi I I X EXISTING CONCRETE 1N reiicq x I I I xl N, I V i NI L I I I '--------- 2X9 SMB--------- i ' - I ---2X9 SMByCARRIER I ' I Ins FLOOR PLAN SCALE: 1 a = 1'-0" PROPOSED LANAI EXTENSION —EXISTING 4" CONCRETE CAP z <a t td5 I O 00 NEW EXTERIOR WALL WITH - 2X6 STUDS 0 16' O.C. FINISHED WITH VINYL SIDING. N _FILL FRAMING ABOVE 2X7 SMB EXISTING WALL, SEE F- -� SECTION/DETAIL • si�� ■��I 1r-S. is r- �r■� • REAR ELEVATION SCALE: 1/9' = 1'-0' 2X7 SMB 2X9 SMB CARRIER EXISTING ROOF 2X7 SMB CONCRETE CAP IN -FILL FRAMING ABOVE EXISTING LANAI ROOF, SEE SECTION/DETAIL PROP. RV PORT EXISTING CONCRETE EXIST. LANAI FRONT ELEVATION SCALE: 1/8" — 1'-0' TING ROOF KITCHEN AREA IC SPACE /__ END WALL FRAMING WITH 2X6 STUDS 0 16" O.C., SEE WALL SECTION FLOOR FRAMING WITH 2X8 JOISTS 0 16" O.C. SEE ATTIC PLAN h I 0 3"X48"X.024" 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ. 2X7 SMB i LO 4"X4"X.125" ALUM- m POSTS, TYP. I t aD 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 & EXISTI ¢ e > Olt � m p . ; mfr PROFES 14t AL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 11/02/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PLAN/ELEVATIONS rWrr r 3U&I_="FAEID Xr�.RArnriA N STAIR N F. INSTALLATION I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-1 JND FBC 7TH EDITION RESIDENT11*V j4 a-� k� 000a v a "I "1 1 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau RE, 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-S314 Fax: 1-(866)-824-7894 Website: www.fbcplans,com C.O.A. - #29054 DRAWN BY: W.P. DATE: 11/02/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 ATTIC FRAMING PLAN 4 APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAI, FRAMING COMPONENTS, PER R703.4 WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE TREATED PER FBC SECTION 317.1.5 WALL PANELS (PLYWOOD) NAILING NOTE NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS. HEADERS ® BEARING WALL SIZE SPAN °W' JACK STUDS SUPPORTING COMP. PANEL 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" 11'-6" 3 DBL. HEADERS W/411' PLWD. SPACER, GLUED & NAILED W/2 ROWS OF 12d NAILS STAGGERED @ 12" O.C. EACH FACE 3" COMPOSITE PANELS FASTENED TO TOP PLATE W/1/4.0 LAG SCREWS, 1-1/2" MIN. EMBEDMENT @ 8" O.C. DBL PLATE 2X4 TOP r • ♦•r IN CONTACT ROOF OR PROVIDE MOISTURE 2X4 STUDS @ 16" O.C. 7/16" OSB SHEATHING & VAPOR BARRIER FINISHED WITH VINYL SIDING EXIST. ROOF 2X4 BOTTOM PLATE, FASTEN THROUGH EXISTING ROOF PANEL l' W/2 STAGGRD. ROWS OF 1/40 LAG SCREWS 0 12" O.C. W/2" -. EMBEDMENT INTO EXIST. TOP PLATE 4X4X.125" ALUM. POST EXISTING LANAI, STUD FRAMED WALL PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP9 SP2 FL10456 SIMPSON H10A FL10456 SIMPSON DSP FL10456 SIMPSON SPH FL10456 SIMPSON ABU ABW FL10860 SIMPSON LST MSTA FL10456 SIMPSON CS15 FL10456 SEE BEAM TO WOOD WALL CONNECTION 2X7 SMB BEAM BEYOND 3/4" T&G PLYWOOD SHEATHING GLUED W/CONSTRUCTION ADHESIVE & NAILED W/#10X2" SCREWS 0 12" O.C. FLOOR FRAMING WITH 2X8 JOISTS 16" O.C. SEE ATTIC PLAN . • - •. • {r M. • r- S :• •' r - ! ! M wil #ZVI 3" COMPOSITE PANELS FASTENED TO TOP PLATE W/1/4"O LAG SCREWS W/NEOPRENE WASHERS, 1-1/2" MIN. EMBEDMENT 0 8" O.C. V OP PLATE (ONLY NON —TREATED WOOD IN CONTACT '!,OOF OR PROVIDE IMPERVIOUSMOISTURE 2X6 STUDS 0 16`° O.C. FOR END WALL FRAMING 7/16" OSB SHEATHING FINISHED WITH VINYL SIDING 2X6 BOTTOM PLATE, FASTEN TO FRAMING W/2 STAGGRD. ROWS OF 16d NAILS @ 12" O.C. SIMPSON CST STRAP OR EQUIV ON STUDS, 6" ABOVE & BELOW PLATES, CONTINUOUS, APPROX. 24" 2X6 DOUBLE TOP PLATE METAL FLASHING/CAULK OVER EXISTERIOR OPENINGS FINISHED7/16" OSB SHEATHING WITH VINYL SIDING OVERLAPSHEATHING SHALL BOTTOM AND TOP PLATES. (SEE NAILING •COVER APPROVEDPOR BARRIER 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE. WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL & ffiTVG w e 6 A # r- h r 'az'yW PROFESSIONALENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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 7ephyrhills, fl. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Website: www.fbcptans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 11/02/21 1 I REVISION: I DATE: I RO 1 RO 2 RO 3 RO 4 WOOD WALL FRAMING SIMPSON RSP4, LSTAL OR EQUIV. @ EACH STt 2X6 STUDS @ 16" 7/16" OSB OR 1/2" PLYW00 SHEATHING, SEE NAILING N 1 2X6 JACKS 1 2X6 FULL LENGTH/I STUD ATTACH JACK TO C STUD W/10d NAILS 16" O.C. WALL FRAMING FOR DOOR OPENING DOUBLE TOP PLATE CRIPPLE STUDS @ 16" O.C. 2X HEADER W/1/2" CDX 4OODSPACER, PER CHART RIOR DOOR; SEE PLAN 4LL DOOR IN OPENING 4ANUF.INSTALLATION 3UC'TIONS MPSON SP2 OR EQUIV. X6 P.T. BASE PLATE iSP OR EQUIV. SE PLAT 2X6 DOUBLE TOP PLP DOUBLE 2X W00 HEADER, SEE CH) 2X6 JACK SI ATTACH JACK TO CONT. STL W/10d NAILS @ 16" O.C. HEADERS 0 BEARING WALL SIZE SPAN °W' JACK STUDS SUPPORTING COMP. PANEL ROOF (2) 2"x4" 4'-4" 1 2 2°'x6" "._ 6'-4" 1 (2) 2"x6" 8'-0" 2 (2) 2"x10" 9'-6" 2 (2) 2"x12" 11'-6" 3 DEL. HEADERS W/7" PLWD. SPACER, GLUED & NAILED W/2 ROWS OF 12d NAILS STAGGERED @ 12" O.C. EACH FACE METAL FLASHING OR OTHER APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS, PER R703.4 WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE TREATED PER FBC SECTION 317.1.5 WALL PANELS (PLYWOOD) NAILING NOTE: NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE7' MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. @ STUDS TO BASE PLATE WALL FRAMING FOR WINDOW OPENINGS PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP9 SP2 FL10456 SIMPSON H10A FL10456 SIMPSON DSP FL10456 SIMPSON SPH FL10456 SIMPSON ABU ABW FL10860 SCMPSON LSTA MSTA FL10456 SIMPSON OS16 FL10456 ^� •• � M•r3:1'i 1 (y,,�ll� � � * 9' �'ra�� �i �� s mil' •'._ N RSP4, LSTA12, SP2 OR @ EACH STUD JOS @ 16" O.C. LL WINDOW IN OPENING FGR. INSTALLATION UCTIONS 1OOD SHEATHING, SEE ING NOTE RIPPLE STUD S @ 16" O.C. ;ON SP1 OR EQUIV. IP & BOTTOM OF STUD, TYP. .T. BASE PLATE I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESID IN . 1 al H? a.; I PROFESSIONAL ENGINEER SEAL, ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Deal, P.E. FLORIDA LICENSE NUMBER: 86663 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 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 11/02/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 #21_1101_007 PROJECT ADDRESS: PHILLIP & IRIS FISHER 3427 MALACHITE DR. EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: OWNER WOOD WALL FRAMING FASTEN COMPOSITE PANEL TO BEAM WITH #12 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT B" O.C. (SCREW LENGH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) #BX3/4" TO ATTACH FLASHING TO ROOF PANEL @ 12" O.C. 3" COMPOSITE ROOFPANEL 2X SMB CARRIER BEAM PER PLAN FASTEN W/# %$"O THROUGH BOLTS, WASHERS & NUTS PER CHART. CORROSION RESISTANT, TYP. 3"X.060 REC. CHANNEL W/#10X3/4" @ 12" O.C. TOP & BOTTOM INTO PANEL REC. CHANNEL, SEE BEAM TO POST DETAIL 2X SMB RIDGE BEAM PER PLAN ALUMINUM COLUMN LOCATED PER PLAN FASTEN PURLIN TO CARRIER SMB WITH 2-1/8"x2"x.060" RECEIVING CHANNEL W/ #12x3/4" TEKS, (1) SCREW PER INCH OF BEAM HEIGHT'H', EACH FLANGE STAGGERED 1-malawgunwouT lism i OPTION 1: NOTE: (1) Y,"O LDT CONCRETE MINIMUM EMBEDMENT OF INTO CONCRETE FOOTING SHALL SCREW PER OUTER FLANGE t------- I ANCHORS AS SHOWN WITH Z%" MIN. - BE 2-3/4" AT ALL POST LOCATIONS. ALL EMBEDMENT AND 3" MIN. I S`"" I' SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR CONCRETE EDGE DISTANCE I T) p I REQUIRED EMBEDMENT INTO CONCRETE L- WHEN A PAVER DECK IS PRESENT L------� TOP VIEW EXTERNAL BASE: INTERNAL BASE: 2- e"O MACHINE BOLTS WITH WASHERS OR (4) #14X%y" SMS EACH SIDE 2"X2"X.125" ANGLES EXTERNAL OR EQUIVALENT POST BASE OPTION 2: (2) %`0 CONCRETE ANCHORS PER-- EXT. FLANGE WITH 2" O.C. SPACING, 4. e 2%" MIN. EMBEDMENT AND 3" MIN. d CONCRETE EDGE DISTANCE ° d ALUM. SQUARE COLUMN/POST 11 GA. INTERNAL ALUM. BASE, PREDRILL, VERT. FLANGES (4) 3/B"O CONCRETE SCREWS, W/ 2-3/4" EMBEDMENT, 3" MIN. EDGE DISTANCE AND 2" MIN. SPACING a 4 d Q, d d CONCRETE SLAB PER PLAN ALUMINUM POST CONNECTION TO CONCRETE DETAIL FASTEN W/#3%"O THROUGH BOLTS, WASHERS & NUTS PER CHART. CORROSION RESISTANT, TYP. MOOR 1108 rk-SWOO& NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED 3"X48" COMPOSITE ROOF PANELS, FASTEN TO BEAM W/#12X4" SMS W/1 Y/4"O NEOPRENE WASHERS @ 8" O.C. 2X SMB SIZE PER SITE SPECIFIC DRAWING ALUMINUM COLUMN LOCATED PER PLAN •i# ' � : � • i i — ATTACH ALUM. BEAM TO WOOD WALL W/1j"X1j"X.060 MIN. INTERNAL OR EXTERNAL U o o CHANNEL 2X SMB FASTEN INTERNAL OR EXTERNAL PER PLAN CHANNEL TO STRUCTURAL WALL MEMBER W/j"OX2" LAG SCREWS, ° 1 PER 2 INCHES OF BEAM HEIGHT FASTEN CHANNEL TO SMB C� ¢ W/#124" SMS, 1 SCREW PER o INCH OF BEAM HEIGHT 00 ADD 2X STUD BLOCKING TO EACH SIDE OF WALL AT BEAM ATTACHMENT, 2 STUD MIN. FASTEN BEAM TO REC. CHANNEL W/#12Xj" TEKS, 1 SCREW PER INCH OF BEAM HEIGHT FASTEN REC. CHANNEL TO POST W/#12X4" TEKS, 1 SCREW PER INCH OF BEAM HEIGHT ALUM POST PER PLAN UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED CAPACITY THIS PLAN AND FOUND IT TO BE IN 720 LBS COMPLIANCE WITH ASCE 7-16 ANDS 77 ' 550 LBS EDITION RESIDENTIAL & EXISTII, 550 LBS° 4500 LBS i 600 LBS ,SDD LBS 7" 1 i 500 LBS v ' 000 LBS .000 LBS A ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA. LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 7760S FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, Fl. 33542 Phone:(813)788-5314 Fax: 1- (8 66)-8 24-7 844 Website: www.fbcplans.com email: erb@fbcplans.com DRAWN BY: W.P. DATE: 11/02/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 'f'.lt`lE CARRIER BEAM CONNECTION DETAILS ®7 Im low 2/9/2021 Florida Building Code Online 3CIS Home I Log In User Registration Hot Topics Submit Surcharge 1 Stats & Facts i Publications Contact Us BCIS Site Map Links Search dProduct Approval P b' r (A USER: Public. User I I I R-r—od—Lict Approval —menu , Product —o—rARP L—tion --Search > APPcation —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.p dLf Standard ANSI/AAMA/101/IS2/A440 Florida Licensed Professional Engineer or Architect FL-163R8 Eqqiy 3500 Equivalent: -FL-163,p�jf Year 2008 Sections from the Code tittDs://floridabuildina.ora/Dr/Dr aon dtl.asDx?Daram=wGEVXQwtDouJBMioU1i3NOXQiw50SGYZo07bdUT109s%3d 1/2 2/9/2021 5 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 08/26/2020 08/31/2020 09/18/2020 12/15/2020 FL # Model, Number or Name 163.1 3500 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 3500 Single Hung Equal Lite H-C35 56"x 91", 3500 Single Hung Oriel H-C35 56"x 91". Description 3500 Single Hung Installation Instructions FL163 R8 iI CWS-466E.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL163 R8 AE EvalReport466E,pdf Created by Independent Third Party: Yes Eac#s FEE Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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 smalls 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, ES., please click here , Product Approval Accepts: ,.Er. M eGheck o. https://floridabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtDquJBMigU1i3NOXQiw50SGYZo07bdUTI09s%3d 2/2 SINGLE HUNG ELEVATION (NON -IMPACT) GENERAL NOTES Q,79 o® 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND VVINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION, 1900 SW 441-H AVE, OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CwS.CC 571/4" MAX. OVERALL 57 1/4" MAX. OVERALL FLANGE WIDTH FLANGE WIDTH 56" MAX. UNIT WIDTH 3. CONFIGURATIONS- 'O/X". 3500 ALUM. 56" MAX, UNIT WIDTH 511/8� GLASS DLO--- 4, DESIGN PRESSURE RATING (SEE SHEETS 3-5): SINGLE HUNG GLASS DLO i-NEGAT{VE DESIGN LOADS BASED ON TESTED PRESSURE AND A p GLASS TABLES ASTM E-1300-04e01/09 NON -IMPACT -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER ASTM E-1300-04e01/09. INFILTRATION TEST PRESSURE AND GLASS TABLES Z 92)/4' 92 1/4" MAX. MAX 0 LL, 0 Z Dj — 0 < i­- ❑ w OVERALL OVERALL 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN w Z 0 7- c_- t:: FLANGE FLANGE C� :�� cc § , 0 0� E6 HEIGHT HEIGHT USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 10-12 FOR ILL ­w Z-5��E INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=l, Z Z 1E < tz: W 0 0 sa /16" 0 WAS USED FOR WOOD ANCHOR CALCULATION 0 6 < a� GLASS Z e 0 Z Z D MAX DLO MAX, GLOSS 6. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE Z C) z-- o BORNE DEBRIS REGION. >_ () < F0oz USYSTEM IS REQUIRED IN WIND BL"50 I HEIGHT UNIT < 0 �7u — = 0 K HEIGHT < > _i­-u�-tz - 1 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT HF_U)ow USED AT ALL FRAME JOINTS. LU wu)owu)uj 0�- ar 0 cn S. SERIES / MODEL DESIGNATION SH-3500, 0 w 0 D_ a� ui CL fl� 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: cn MAX v —59/16, o ' 1 AX = OPERABLE SASH, 0 = FIXED SASH. SASH 28 1/4� MAX, 4113/16" HEIGHT GLASS SASH X - 10. ORIEL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF, DLO HEIGHT GLASS ,,,\ Tuft"/" DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON 4 /- F Joe', QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEETS 5 & 9. \v� N10. 58201 F 11. EQUAL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF. 51 _11ME GLASS DLO-- FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON 7MM7�7 STATE OF QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER 1-511IM" GLASS DLO TO SHEETS 3,4 & 8. ORIEL —A t - EQUAL SPLIT SEE NOTE 10 12. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. Lucas Turner 8/19/2020 2020.08.21 kUCAS A. TURNER, P.E. 11:21:31 FL PE # 58201 -05,00, 2428 Old Natchez Tm Tri Camden, TN 38320 PH. 941-380-1574 TABLE OF CONTENTS GENERAL NOTES AND GENERAL NOTES & ELEVATIONS_..1 iELEVATIONS GLAZING DETAILS ..............................2 DRAWN BY DATE:_ DP CHARTS...__ ......... ............ ___ 3-5 SECTION VIEWS & ALT FRAME 6 AIDE 03/16/09 — EXTRUSIONS & B.O.M ...... ............ 7 DWG ME—V ANCHOR SCHEDULE & NOTES ..... .8-9 CWS-466 E INSTALLATION DETAIL., .............. 10-11 �CAI � — --- ----- - SHEET 1:25 1 OF 11 DP CHART: EQUAL SPLIT W/CLIPS DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION WITH ANCHOR CLIPS (SEE NOTE 2) Overall Flange Height Unit Overall Flange Width Height Unit Width 24.750 26.750 28.750 32,750 37,000 40,750 44.750 48.750 53.125 57.250 23.500 25.500 27.500 31.500 35.750 39.500 43.500 4T500 51,875 56.000 28.750 27.500 Glass Type +50.0/-70.0 +50.0/-70,0 +50,0/-70.0 +50.0/-70.0 +50.D/-70.0 +50.0/-70,0 +50,0/-70.0 +50.0/-70,0 +50.0/-69.1 +50.0/-64.6 Glass Type B, C, D, E, F, G, H +50.0/-70,0 +50,0/7QO +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/-69.1 +50.0/-64.6 32,750 31.500 Glass Type Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/40.0 +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/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-69.0 +50.0/-69.0 +50.0/-64.0 +50,0/-64.0 +50.0/-59.3 +50.0/-593 +50.0/-55.5 150.0/-55.5 36.750 i 35.500 Glass TypeA +50.0/-70.0 +50.0f-70A +50.0/-70.0 +50.0/-70.0 +50.O/ 69,9 +50.0/-61.9 +50,0/-57,0 +50,0/-53.5 +50.0/-50.1 148.4/-48.4 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/-69,9 +50.0/-61.9 +50.0 -57.0 +50.0/-515 +50.0/-50.1 +48.4j-48.4 38.375 37.125 Glass TypeA +S0.0/-70,0 +50,0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-66.8 +510/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 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/-66.8 +50.0/-59.8 +50,0/-541 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 40.750 39,500 Glass Type Glass Type B, C, D, E, F, G, H +500/-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(-68.3 +50.0/-62.0 +50,0/-62.0 +50.0/-57.2 +50.0/-ST2 +50,0/-51.5 +50.0/-51.5 +47.3/-47.3 +47.3/-47,3 +42.9(-42.9 +42.9/-42.9 +40,7 J-40.7 +40.7f-40.7 44.750 43500 Glass Type 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/-66.9 +50.0/-66.9 +50.0/-60.6 +50.0/-60.6 +50,0/-55.0 +5010/-55.0 +50.0/-50,9 +50,0/-50,9 +47.2/-47,2 +47.2/-4T2 +44.0/-44.0 +44.0/-44,0 +39.8/-39.8 +39.8/-39,8 +36,9{-36.9 +36.9/-36.9 48.750 47.500 Glass TypeA -5a,0/-70.0 +500/-7Q0 +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(-38,9 135.2/-35.2 GI ass Type B, C, D, E, F, G, H +50.0/-70.0 +50,0/-70.0 +50,0/-66.9 +50.0/-60.6 +50,0/-55.0 +5(10(-SO.9 +49,4J-49.4 144.0/-44.0 +38.9/-38.9 +35,2/-35.2 50.625 49.375 Glass Type Glass Type B, C, D, E, F, G, H +50,0/-70,0 +50C/-70.0 +50,0/-70.0 +50.0(-70,0 +50.0/-66.9 +50.0/-66,9 +50.0/-60,6 +SO.O/-60.6 +SO.O/-55,0 +50.0/-55.0 +50.0/-50,9 +50.0/-50,9 +49.3/-49.3 +49.3/-49.3 +43.9/-43.9 +439J-43.9 +38,8/-38.8 +38.8(-38,8 +35,1/-35,1 +3S.1/-35.1 52.750 (51.500 Glass Type +50.0/-70,0 +50,0/-70.0 +50.0/-66.9 +50,0/-60.6 +50,0/-55.0 +50e/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70,0 +50.0/-66,9 +50.0 J-60-6 +50.0/-55.D +50.0/-50.9 +49.1./-49A +43.9(-43.9 +39.0(-39.0 +35.1/-35.1 56.750 55,500 GI ass Type +50,0/-70,0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50,0/-50.9 +48.4/-48A +43.7/-43.7 +35.4/-35,4 Glass Type B, C, D, E, F, G,H +50.0/-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/-417 _+38.9/-38.9 +38.9/-38,9 435.4/-35.4 60.750 59.500 Glass Type GI ass 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/-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 +SO.O/-50.9 +4T5/-47.5 +47.5/-475 +42,8J-42.8 +42.8/-42.8 +38.7(-38.7 +38.7/-387 +3S.3/-35,3 +35.3/-35,3 63.000 61,750 Glass Type P. +SO.OJ-70.0 +50.0/-67,0 +SO.O/-63A +S0.0/-57 +50.0/-53.0 +49A/-49.4 146,0/-46.0 +42.1/-42.1 +38.4/-38,4 +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50,0/-67.0 +50.0/-63.4 +50,0/-57.8 +50,0/-53.0 +49.4/-49.4 +460/-46.0 +421/-42.1 +38.4/-38.4 +35.2/-35.2 66.750 65.500 Glass TypeA Glass Type B, C, D, E, F, G, H +50.0/-66.3 +50,0/-66.3 +50.0/-623 +50,0/-62.3 +50,0/-58.8 +50,0/-58.8 +50.0/-53.4 +50.0/-53.4 +49,0/-49.0 +49.0/-49.0 +45.7/-45.7 +45.7/-45.7 +417(-42.7 +42.7/-42.7 +40,0/-40,0 +40,0/-40.0 +37.4/-37.4 +374J-37.4 +34.7J-34.7 +34.7 /-34,7 68-750 67.500 Glass Type Glass Type B, C, D, E, F, G, H +50.0/-63.9 +50,0/-63.9 +50.0/-60.0 +50,0/-60.0 +SO.O/-56.6 +50,0/-56,6 +50.0/-514 +50,0/-514 +47.1/-47.1 +47.1/-47.1 +44.0/-44.0 +44.O/-44.0 +41.1/-41.1 +41,1/-41.1 +38.5/-38.5 +38.5/-385 +36.1/-36.1 +36,1{-36A +34: -34.0 +34.0/-34.0 71.500 Glass TypeA +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44,0/-44.0 +41,1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 Glass Type B, C, D, E, F, G, H +50.0/-63.9 +50,0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44,0 +41.1/-411 +38.5/-38.5 +35,5/-35.5 +32.8/-32.8 74.750 Glass Type Glass Type B, C, D, E, F, G, H +50.0/-60.2 +50.0/-60.2 +50.0/-57.1 +50,0/-57.7 +50.0/-55.8 +50,0/-55.8 +50.0/-51.4 +50.0(-514 +47.1/-47.1 +47.1/-4Z1 +435/-43.5 +43.5/-415 +40.1/-40.1 +401/-401 +37.4/-314 +374/-37,4 +34.2/-34.2 +34,2J-34.2 +31.6/-31.6 +31.6/-31.6 F884.7 79,500 Glass TypeA +50.01-55,1 +SO,O/-52.6 +50.0/-50.7 +47.9/-47.9 +45.OJ-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1J-32.1 +30.1/-30.1 Glass Type B, C, D, E, F, G, H +50,0/-55.1 +50,0/-526 +50.0/-5Q7 +47.9/-47.9 +45.0/-45.0 +412/-41.2 +38,1/-38.1 +35,5/-3S.5 +32.1 j-32.1 +30.1/-30.1 83.500 Glass TypeA+50.OJi1.4 +49.0/-49,0 +47.1/-47.1 +44.2/-44.2 +42.4/-424 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +28.8/-28.8 Glass Type B, C, D, E, F, G, H +50.0/-514 +49.0/-49,0 +47.1/-47.1 +44.2/-44.2 +424/-424 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 _+30,7j-30.7 +303/-30.7 +30T, -30.0 87.500 Glass Type Glass Type B, C, D, E, F, G, H +48.2/4&2 +48.2/-4&2 +45.8/45,8 +45.8/-45,8 +43.9/-43.9 +43.9/-43,9 +41.1/-41,1 +411/-41.1 +39.2/-39,2 +39.2/-39.2 +38.1/-38.1 +38,1/-38.1 +35.2/-35.2 +35.2/-35.2 +32.1/-321 +12,1/-32.1 +29,5/-29.5 +30.0/-30.0 +2T6/-27.6 +30.0/-30,0 92-250 91.000 Glass Type +45.7/-45,7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-333 +30.9/-319 +28.4/-28.4 +26.6/-26.6 Glass Type B, C, D, E, F, G,H +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7J-38.7 +36,7/-36,7 1 +35,6/-35.6 +33.7/-33.7 1 +30.9/-30.9 1 +30.0/-30,0 +30,0/-30.0 FIGURE 3.1 (SEE NOTE 2) EXAMPLE 36" x 62" THRU PRAMEFFHRU CLIP COMBINATION LEFT JAMB: USING 'INSTALLATION CLIP ANCHORS RIGHT, JAMB: ANCHORS THRU FRAME HEAD: ANCHORS THRU FRAME SILL USING INSTALLATION CLIP ANCHORS i 6" MAX. 8" MAX. Q.C. I 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, (ag(oM.ffl WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA. 34474 WWW.CWS,CC i,1191"01111916x C Z d Z WO Z w-jo 4�'W W Z O Z � - - F- LL }- W �'ZF-'S �S O Ot=-O¢QWOO 0 Utnl-ze-t=-cJ d o Z-(1) ZF Z OOVU ZU- `= 1-- ZWc0O0Z H4� OF-F-- LLJ , to O c' Co 0 t(J V5 W ate. - CL [L LD Co O W 0 D- C,CL _W�� a_ ~ a Xyy�1115ilfltll77 ��A�LtyGN� TUf{y� No.58201 { ddd-� L*' STATE OF ,l 8/19/2020 LUCAS A. TURNER, P.E� FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH.941-38D-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS 11 - EQUAL SPLIT W/CLIPS DRAWN BY: UA�TF i ADE 03(16M DWG !#: REV,: -I CWS-466 E i SCALE: - SHEET ---1:1 30F11_� DP CHART C: ORIEL DESIGN PRESSURES FOR ORIEL CONFIGURATION, UMF(ED BY CLASS AND TESTING DESIGN LIMITATIONS Overall Fig Unit Sash Overall Flange Width 26,750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 Height Height Height Unit Width �24.750 3.500 25.500 27.509 31.500 35.750 39.500 43500 47.5oo 51.875 56.000 28.750 27.500 12.000 Glass ASash, Glass E Fixed .0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-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 Glass Type B, C, D, E, F, G, li .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/-70.0 +50.0/-70.0 +50.0/-70.0 32.750 31.500 12.000 Glass ASash, Glass EFixed +54.0/-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/-MO +50.0/-69.3 +50.0/-67,6 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.4 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +, /-70.0 +54.0/-70.0 +50.0/-69.9 36.750 35.500 12.062 Glass A Sash, Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+SOA/-70.0+50.0/-70.O+50.0/-64,8+50.0/-60.4+50.0/-57.2+50.0/-516+50.0(-52.1 GI ass 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/-70,0 +50.O/-70.0 +50.0/-70,0 +50.0/-70.0 +5D,O/-69.4 +50.0/-63.2 38.375 37.125 12.625 Glass A Sash, Glass E Fixed +50.0/-70.0+50,0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.7.+50.0/-61.6+50.0/-56.6+SO.OJ-53.0+49.7/-49.7 +48.0(-48,4 Glass Type B, C, D, E, F, G, H +50.0/-70.0+50.0j -MO +50.0/-70.0+50.0/-70.0+SO.D/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70,0+50.0j-65.8+50.0J-60.8 40.750 39,500 13.438 GI ass A Sash, GI ass Fixed +50.0/-70.0 +50.0/-70.0 +50.0/-70S +SO.OJ-70.0 +50.0/-67.3 +50.4/-59.0 +50.0/-52.8 +48.9/-48.9 +45.1/-45.1 +42.8(-42.8 Glass Type 8, 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/-7DO +50.0/-693 +50.0/-613 +50.0J-56.6 44.750 43500 14.812 Glass A Sash, Glass EFixed +50.0/-70.0 +50.0(-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-65.3 +50,0/-57.0 +50,O/-50.3 +45.2/-45,2 +40.5/-40.5 +37.9j-37.9 Glass Type B, C, D, E, F, G, H +50.0{-70.0+50.0J-70.0+50.0/-70.0+50,0{-70.4+50,0/ -MO +50.0/-70.0+50,0/ -MO +50.0J-65.1+50.0j-58.0+50.0J-52.6 48.750 47.500 16.125 Glass A Sash, Glass E Fixed +50.0/-MO +50.0/-70.0 +50.0(-70.0 +50,0/-70.0 +50.0/-618 +50.0/-56.3 +49,6(-49.6 +44.0/-44.0 +39.1(-39.1 +35.4J-35.4 e 8, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 60.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.4 +50.0J-62.0 +50.0(-55.7 +50.0/-50.5 50.625 49.375 16.812 ash, Glass E Fixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.O/-70.0 +50.0/-63.1 +50.0/-55.9 +49.4/-49.4 +43.9f -43.9 +38.8J-38.8 +35.1/-35.1, pe B, C, D, E, F, G, H +50,4/-70.0 +50.OJ-70.0 +50.0/-70.0 +50.0/-70,0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.1 +50.0/-60.9 +50.0/-54.3 +491/-49.1 52750 51,500 17,500 ash, Glass EFixed E +50.0/-70.0 +50.0/-70,0 +50.0/-70.0 +50.0/-MO +50.0/-62.2 +50.0/-55.5 +49.3/-49.3 +43.9/-419 +38.9J-38.9 +35.0(-35.0 pe B, C, D, E, F, G, H +50.O/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0{-70.0 +50,0/-70.0 +50.DJ-63.7 +50.0/-59A +50.0/-52.7 +47.7(-47.7 56.750 55.500 18-B75 ash, Glass E Fixed +50.0/-70.0 +50-0/-70.0 +50.0/-MO +50,0/-68.8 +50.0/-60.3 +50.0/-54.6,41.7/-483 +43.8/-43.8 +39.0(-39.0 +35.3(-35.3pe B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50,0/-70.0+50.0(-70.0 +50.4{-b8.2 +50.0/-63.7 +50:0/-60.2 +50,0/-55.8 +50,0/-50.2 +45.3/-45,360350 59.500 20.250 asash, GlassEFixed +50.0/-70.0 +50.0J-70.0 +50,0/-67.7 +5DOJ-62.8 +50.0/-58.3 +50.0/-52.4 +47.9/-479 +43.2/-43.2 +38.8/-38.8 +35.4/-35.4 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-67.7+50.0/-62.8 +SO.4/-59.3 +50.0/-57.3 +50.0/-55.9 +50.0{-52.6 +48.1/-48.1 +433(-413 63.000 161.750 21.000 GlassA Sash, Glass E Fixed +50.0/-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 +42.5-425+38.7 J-38.7+35.2J-35.2 Glass Type B, C, D, E, F, G, H +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.OJ-58.7+50.0/-55.1+50.0/-53.0+50.0/-51.6+50.0J-50.7+45.8/-45.8+42.3/-42.3 66.750 55.500 22.250 Glass A Sash, Glass E Fixed +50.0/-64.1+50.0/-60.5+50.0/-57.5+50.0/-52.8+493/-49.3+47.1f-47.1+45.5/-45.5+42.4/-42.4+38.6/-38.6+35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-64.1 +50.0(-60.5 +50.0/-57.5 +50.0/-52.8 +49.3/-49.3 +47.1/-47.1 +45.5J-45.5 +44.5/-44.5 +43.$(-43.8 +40.0/-409 68.750 67.500 22.938 Glass A Sash, Glass E Fixed +50.0/-61.1 +50.0/-57.6 +50.0/-547 +50,0/-50.2 +46.7/-46.7 +44.5/-44,5 +42.8/-42.8 +41.7(-41.7 +38.6(-38.6 +35.2/-35.2 Glass Type B, C, D, E, F, G,H +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.7+46.7/-46.7+44.5{-44.5+42.8/-42.8+41.7/-41.7+41.0/-41.0+39.4/-39.4 72.750 71.500 24.313 GlassA Sash, Glass E Fixed +50,O/-53.5 +50.0/-51.1 +49.1/-49.1 +45.6/-45.6 +42.2/-42.2 +44.0/-40.0 +38.3/-38.3 +37.0/-37.0 +36.1/-36.1 +35,2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-53.5 +SO.O/-51.1 +49.1J-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 +35.6/-35.6 76.000 74.750 2g.43g Glass ASash, Glass EFixed +48.1/-48.1 +45.7/-45.7 +43.8/-43.8 +41.0/-41.0 +39.1/-39.1 +38.1/-38.1 +37.7/-37.7 +36.4/-36.4 +35.5/-35.5 +35.0/-35.0 Glass Type B, C, D, E, F, G, H +48,1/-48.1 +45.7/-45.7 +418/43.8 +41.0/-41S +39.1/-39.1 +38,1/-381 +37.7/-37.7 +3E4/-36.4 +35,5/-35.5 +35.0/-35.0 80.750 79.500 27.000 'Glass ASash, Glass EFixed +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +3SS/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35,0(35.0 Glass Type B, C, D, E, F, G, H +37.1/-37.1 +36.1/-36,1 +35.4/-35,4 +35.0J-85.0 +35.0/-35.0 +35,0/-35.0 +35.0/-35.0 +35.0J-35.0 +35,0/-35.0 +35.0(-35.0 94.750 83.500 28.375 Glass A Sash, Glass E Fixed +37A/-37.1 +36.1/-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/-35.0 +35.0/-35,0 'Glass Type 8, C, D, E, F, G, H +3/.1/-37.1 +36.1/-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 +35,9/-35.0 +35.0/-35.0 88.750 87.500 29.750 Glass ASash, Glass E Fixed +37.1/-37.1 +36.1(-36.1 +35.4/-35_4 +35.0J-35.0 +35.0/-35:0 +35.0/-35.0 +35.0/-35,0 +35.0/-35,0 +35.0 -35.0 +35.OJ-35.0 Glass Type B,C, D, E,F,G,H +371./-37.1+36.1J-36,1+35A/-35.4+35.0/-35.0+35,0/-35.0+35.0/-35.0+35,0/-35.0+35.0{-35,0+35.0(-35.0+35.0/-35.0 92.250 91.000 30.938 Glass A Sash, Glass E Fixed +37.1/-37.1+36.1/-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/-35.0+35.0(-35,0 Glass Type 8, C, D, E, F, G, H +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35,0 +35.0/-35.0 +35.0/-35,0 135.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF. WINDOW SYSTEms 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW,CWS.CC t- ow0 Q}w{--Oci w Z0Z xF-ZIw_- ZO�zZ n ha'W 06 woo O F-0Z<=,eeU UM-a-P (0 D- o Z Z OOU?I-Ocrl o OU- Z U d 0W�°oZ Q r Z 0 N��'S� r w '1' O D Z w UJowww J (n l- O a w~a Zu a a RIM No.58201 t AAwz� STATE OF zk z 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez The Trl Camden, TN 38320 PH. 941-380-1574 SHEF F DESCRIPTION: COMPARATIVE ANALYSIS - ORIEL DRAWN BY: DATE: ACE 03/16/09 DWE, F'^ R-'J: CWS-466 - E - SOALE: SHEET 1:1 5 0F 11 lt­em P—art# _ Description Material FRAME CORNER 2 1/16" CONSTRUCTION 2 1/16" --- -_ I— I ____ __1 112 [7 ' WINDOW SYSTEM J 1900 SW 44TH AVE, 2 JI 1/16" OCALA, FLORIDA 34474 III WwW.CW&CC 2 1/ 1 16" 3500 ALUM. FLANGE HEAD S-1326 SINGLE HUNG i FIN HEAD S-1 330 SASH BOTTOM RAIL H-1 181 SASH CORNER NON -IMPACT 2 118`----j CONSTRUCTION 2 1 /8" < ui uj 2 1116" Z ui t 0 < w Lu Z C) Z C_- F- 0 11� 3� Fn LLh Lu Z 2 314' Z :E < C� 0 0 0 0'j < 0� 3 7/16" 0 0 1- Z a- U) 0 Z Z Z 0 1/16" - Z 0 U) Z LL Z L < 3: C) w Q� < C�� � >- `- Z u5 FLANGE HEAD, ARCHTOP S-1 112 f-- 0 jn-� >m- D :�i FLANGE SILL S-1 182 !L1 L, wu)ow F/)w ]� Z (n 0 FIN SILL S-1 180 0- 0� 0 5� U) 0 w CL > 2' cr Cl�. LIJ m 0) CL Q� 3/4" a- �tf 2' SCREEN ADAPTER S-1074 \N,\" s I, Tuft,/// ,),c E Fla 065 No. 58201 FLANGE JAMB S-1 077 1 � �_ FIN JAMB S-1500 STATEOF 1 IfUZI: r '4oi - 3/8" 2--1 11161, ""W'�4 Lkl� 1""i� FIXED RAIL H-1563 Ct ?�" i 13 110% 1 /. 4" I --I NL —F ---T 2' ANCHOR CLIP - 1197' 8/19/2020 1 3/16" LUCAS A. TURNER, P.E. Al� —J 51161, PLAN VIEW OF ANCHOR CLIP FL PE # 58201 2428 Old Natchez Trc Tri O SASH SIDE RAIL S-1073 Camden TN 38320 L 2^2 9/16" PK 941-380-1574 5/16" �E_F _DESCRFPT_1dN____ 1 5/8" -1 1 I S�1_11 ANCHOR (-.1 IP DnNA 1 S _§1326 Fr. Head, Fig. Head Aluminum 2 -1182 Fr...S"ll, Fig., Sill Aluminum 3 S-_1077 _��-_1077 Fr_ mb, Fig., L. Jb. Aluminum 4 Fr. Jamb, Fig-, R. —ib. Aluminum 5 �T-1563 Txd Mtg. Rail Aluminum 7 P-_1072 Aluminum 8 H_-1181 -9-10-73 Sash Bot./Pull Rail Aluminum 9 Sash Sideffolp Rail Aluminum 10 §�-1 074 Scm. Adapt,, w/o leg, �Vert. 11 1465 _R-_3340 Install Clip Aluminum 1-2 Balance 13 P-WO-40 Sash Cam 14 _ P_-3046 Take Out Clip 15 3043 P_ Sash Stop 16 P-3037 _P­-3D38 Sweep Lock, RH Nylon 7T _�_-3305 Swear) Lock, LH Nylon — 18 Wstp., 0.270 x .187 back FinSeal, Black, SoftTouch Nylon 20 P-3303 _15--3) Wstp., 0.190 x 187 back FinSeal, Gray, SoftTouch Nylon 21 301 Wstp., 0.270 x.187 back FinSeal, Black, ­oftTouch Nylon 0 —350x 187 b..kjo­amfIledb,_ mf—,and—N�y—lon IE7 s 23 P-3303 Wstp., 0.1 Ox .187 back FinSeal, Gray, Soft'houch Nylon 24 P-3309 _P� Wstp., 0.210 x .187 back FinSeal, Black, Soft-louch Nylon 26_ 361-2 #8 x 1.000 wl 1/4" lead Quad PH Type A SMS��t_eej 2_8 P_-3635 _P_-3515 W6 x 0. 750 Quad H T,,, A SM S Steel 2_9 #8 x 0,625 Ph FH —Type A SMS Steel 36- P_-3264 Closed Cal 3-3 _3 _4 T-334-2 -P -3 3-7 3 Open Cell 36 P-3022 Glazing Bead, Single Glazed Metal 3_7 _�2 T-3020 Glazing Bead, Insulated glass PVC P-33,52 -P-3-641 Set. Bilk., 85 Car., 1/8" x 5/8" x 2" Lg. 4_3 _45_ SH-3500 Gold —Cert. Label T-3881 Temporary Lbl. (NFRC/DP) 46 P-_3613 CWS Lbl. (logo) 47 Glass, Fixed 48G11,,,, _15-32 Sash------ 56_ 1-8 Alum 58— T-3321 -P--3581 Screen Frame Corner Key ' Alum 5_9 -15-32-28 Screen Cloth, _ :18x 16 Rbeiguiss 60_ _6T_P_-3029 S Screen Spline, "'s, 155 D'. , ", Nylon Screen Pull Tab Steel 62 P-3033 Screen Spring, SS Ss 6 S-11luminum Install Clip, CuCur�ecf 66 S-1112 Tr. Head, —Flange Amhtop Aluminum 67 Instagaze 3, Purfect Glaze "H", Tre;-ngl2zeS500 68 S-1330 Fr. Head, Fin, Head Aluminum PLAN VIEW t LINE ITEMS NOT USED, NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 6,19,2 5,27,31,32,35,37-41,44,49-55,57 DR —AWN BY: DATE ADE 1 03/16/09 SASH TOP RAIL H-1072 CWS-466 I E SHEET 1:2 7 OF 11 18" 18" MAX O.C. (TYP.) THRU FRAME, 12" MAX. Q.C. (TYP.) W/CLIPS NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SIL ON SHEET 10, DESIGN PRESSURE LIMITED TO 30 PSF. EE NOTE 2 INSTALLATION ANCHORS (TYP,) 4" MA 4" MAX ( 16" MAX. INSTALLATION ANCHORS (TYP.) ANCHOR LAYOUT - (FLANGEI FOR DP CHART C THRU FRAME OR CLIP (MASONRY OR WOOD OPENING) NOTES: OP LIMITED BY GLASS, SEE SHEET 7 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD, ANCHOR LAYOUT- {FIN FOR DP CHART C THRU NAILING FIN (WOOD OPENING), SEE SHEET" 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 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. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - 1X SUCKS ARE OPTIONAL. T A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 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 REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE. CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). (omugWINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS.CC 11 � 9; r it G Z Lw -,Z < w 1 w w ZOz cr��z-- LL E-w�zI-�:�= z zQcL C)0 o) 00Ova�cca Z O ,U`-z?I-Urn Q Z U Z y Q 0W0=pZ F- poF->'5 w w' US C.w rnw cL z°�w OJcnF w�0 E a� o � US CI, ��w a d 'N%�1A TUJ1' ��'d y.� l* z:: No.58201 % STATEOF R�Otto," 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIFMCN: ANCHOR SCHEDULE AND NOTES - ORIEL DRAWN BY: DATE: AIDE 03/16/09 DWG p: REV,: CWS-466 E SCALE; SHEET 1:25 9 OF 11 MIN. EDGE DISI SEE TABLE 1, S SUBSTRATE BY SEE TABLE 1, St PERIMETER SEA INSIDE AND OUT SEALANT BEHINI BYINSTALLER INSTALLATION A RE TABLE, BHT SEALANT BEHINE BYINSTALLER PERIMETER SEA! INSIDE AND OUT SUBSTRATE BY C SEE TABLE I. SH MIN. EDGE DIST, SEE TABLE 1, BHT 10 TYPICAL HEAD ANCHORAGE D1 VERTICAL SECTION 117 TYPICAL SILL ANCHORAGE 10 IM lim 1 f" MIN. EMBt SEE TABL 1/4" MAX. INSTALLATION ANCHOR SEE TABLE, SHT 10 SEALANT BEHIN BYINSTALLER PERIMETER SEA INSIDE AND OUT SUBSTRATE RATE BY SEE TABLE 1, SHT 10 SEALANT BEHIND FIN BYINSTALLER INSTALLATION ANCHO SEE TABLE, SHT 10 PERIMETER SEALANT INSIDE AND OUT (_E� TOR IZONIAL,9F.CTION fil TYPICAL JAMB ANCHORAGE f VERTICAL ICAI, SECTION F 11 ALTERNATE HN ANCHORAGE TYR. FOR HEAD, SILL AND JAMBS MIN. EDGE DIST. SEE TABLE 1, SHT 10 1/4" MAX. SHIM MIN. EDGE DIST. SEE TABLE 1, BHT 10 JBSTRATE BY OTHERS _E TABLE 1, BHT 10 N. EMBEDMENT SEE I ABLE 1, BHT 10 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWWCWS.Cc 3500 ALUM. SINGLE HUNG NON -IMPACT F­ ocowoo. Z ui W—w0o <1­-ow ZoZ QLtZP 0 >- 0 � 2 T < cr 00 O 0 O < 0 C' Lo Z F­ M a- c� Z Z — Z I- D 0 00, __ Do_ Z < —ZoM < 10- 1-- 0 zu)womm�)w i-- cy, 0 w � w c_ 11111, No. 58201 STATE OF 04ORID 8/1912020 LUCAS A. TURNER, P,E. j FL PE 9 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PK 941-38D-1574 sftEcT —DFSCRIPTION INSTALLATION DETAIL DATE: DRAWN BY: TF _TDA - AIDE 03/16/09 _5_VVG _9_R_EV— CWS-466 E S—CALE— SHEET 12 11 OF 11 Florida Building Code Online Page I of 2 Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/10/2020 Date Validated 11/10/2020 Date Pending FBC Approval Date Approved 11/17/2020 httns://w-ww.florid.abiiiIdinP,.orp,/nr/nr nnn dtl-,q�nx?nnraiii=wCTFVXOwtT-)nvXnHHDwA Av 1 /70071 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 16472.1 ( Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Single Door Unit I Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FE 7_h<172_R6__C_._C,AC NI006039 RB. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +65,0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL16472 R6 II FL 0178.1)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 6'-8" max Evaluation Reports nominal size. See the single door details on drawing FLO178 FL16472 R6 AE 512746C_2df for additional information. See FL16472.3 for double doors. Created by Independent Third Party: Yes 164 22.2 Metal -edge Steel Door in Adjustable 8'-0" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL16472 R6 C CAC NI006039_R8.,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +65,0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida LL- 01779-adf L6472 R6 iI FL - Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 8'-0" max Evaluation Reports nominal size. See drawing FLO179 for details. FL!6472 RL AE 512;46C f Created by Independent Third Party: Yes I 16472.3 Metal -edge Steel Door in Adjustable Steel Frame 6'-8" Opaque I/5 or O/S Double Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes L16472L- C_ CAC N1006039-RL.palf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +50.5/-50.5 Installation Instructions Other; Evaluated for use in locations adhering to the Florida FLi6 72 L IS F_ 0178.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 6'-0" x 6'-8" max Evaluation Reports nominal size. See the double door details on drawing FLO178 FL16472 R6_AE 512746C.pdf for additional information. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee Fi 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coponght 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 emahs 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: n3 "": a 1-i https://wu-A,.floridabuilding.org/pr/pr app dtl.aspx?parana=wCEVXQw-tDgvXaI HDwAAy.,. 1/7/2021 SIDE-H/NGED METAL -EDGE STEEL DOOR UNIT �D 6'-8" pPA4UE DOOR 1N TWQ-PtEGE STEEL FRAME a O _@F.NE6ALIY.QIFS ) w 4 i. EVALUATED FOR USE M LOCATIONS AND ADHERING TO THE FLORIDA MEN BUILDING CODE AND WHERE PRESSURE DESIGN LOADS AS DETERMINED BY ASCE 7, MINIMUM / D�`ERAfI w I,C) DESIGN LOADS FOR HE BUILDINGS AND OTHER STRUCTURES, 35-3 4" MAX 35-3 4" WIDTH �' U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. PANEL t'1iDIt1 � PANEL WIDTH 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. --- ( _ — Fr 3. A THE HVHE FACTORY PRIMED DOORS MUST BE PALED IN 1 ACCORDANCE WRH CORE -DONR-AM 222.�. OF THE LOC. OF C. i Cj 4, POLYURETHANE CORE FLAME SPREAD INDEX ST 50 2 Z AND SMOKE DEVELOPED INDEX OF 60 PER ISTM E84. 0 0 W W ~ T—i I T 1.87" (MN.) TiE:" A66IdnWVM WHERE NATER INFILTRATION PERFORMANCE IS Fat�l'e�U14m..,j{j' grog PBA�+dfly. CONFIG HAX WiS" H ( X 3g.125 LXX L 75 B2,5 DESIGN PRESSURE RATING INSWING OR ADA I OU-SWING BUM' 0 S ADA" +65 D -65 0 +65 0 -6 0 +85 0 -55 D +50.5 j —50.5 +50.5 —50 5 T NA INSWING Na REQUIRED TO BE 75� OF DESIGN PRESSURE OR A^A OU"SWING BUM O S AOA' 65 O aA n s n i 55 P " REQUIRES THE ADDITION OF PEMKO SAS GASKET AND PEMKO 305GR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS. TABLE OF CONTENTS SHEET /f DESCRIPTIRN � SCRtE: m � i TWICAL ELEVRTICNS & GENERAL owc. ( 2 ANCHORING LOCATIONS & DETAILS CHK. 8Y: KURT BALTHAZOR orenvnxc FLORIDA P.E. pWG—MP �56533 I ' _ SEE DETAIL "D. ®. f c � Z a 6M.. �-6" MAX 6'—� 10. DY O.C. .Ax L 1.25 =�— 5.64' ---I ' INSWING THR­LS EF Q D ,#'8xt-1/2" PFH WOOD SCREW TYPICAL WOOD BUCK ItiSTALLATION _L1_ I �t SEE DETAIL H 6" MAX 6 t ADA IN/OUTSWING THRESHOLD #i Dx3/4" PFH SELF TAPPING SCREW TYPICAL STEEL BUCK iNSTALL4TI0N SEE 6" M, 7.25" Do ADA OUTSyJItyC_BUMPER THRESHQ� D �SWIN > THRFSHOL� I8 x 2" #10 x '12 v DOOR AT7ACHFAENT 8 x 2" MACHINE SCREWS #8 x V8 W OD SCREW n;0 x 112" MACHINE SCREWS #10 x 112'" � //10 x 112" # i 0 x 112 "�' rrPlcAi. TYPICAL FRAME ATTACHMENT HINGE DETAIL. "C" STRIKE DETAIL— �' (3) MACHINE SCREWS NOTES: 1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT. 2. TAPCON EDGE DISTANCE MIN 2-1/2 SCREW EDGE DISTANCE MIN 1/2 3, BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE, HARDWARE SCHEDULE scu.c, N.LS. I<WIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK OR SCHLEGE F-SERIES CYLINDRICAL AND B-SERIES DEADLOCK HARDWARE 10 BE AT 5-1/2" CENTERLINE, ' oanwixc Na.: �xc-.ua-Fca�za-n 12. 4" X 4" FULL MORTISE BUTT HINGES. sHcfr 2 ar 2 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- gobain.com Authorized Signature Neil Sexton Neii.3.Sexton@saint-gobain.com Technical Representative Neil J. Sexton, AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517) 780-3185 Neii.3.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 _J Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen 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 I ,GAG Validation Checklist - Harccopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL12500 R4 COI 2020 01 CO! NI EM I N EN —.-p-df Standard ASTM D3679 Method 1 Option D Year 2017 httns://www.floridabuildina.orv/t)r/i)r am) dtl.asr)x?Daram=wGEVXOwtDavG4Atv8UaHd... 1/4/2021 iZ sx r, y j, g v-L n dt :l , `fivx ;.. < x � �: .4,- Jfi , t.o . 4 1 1N' 1t7i$hi}202AJQEtit tin1iNDj�yc1Ni ilaNG UVCi�CSH1let'hk, hap? Q }} k syx a ,.,,.,,T: ,.. .,., „y:. a,•,.aS.":E�r4 ,-„��h3a14q,Y,?,:f.x�1.a„k.,., r,.h, w.aza 4S�x: ,wttiMs4:� t a ..,,.,„ Product Profile Max. Nail Spacing Nail Engage Design Pressure 110 120 130 140 150 160 170 180 190 200 Exposure Zone OK OK. OK OK OK OK OK OK OK OK B Interior :.-OK : OK OK OK- OK- OK OK OK OK OK C D4 16" o.c. Studs 89 Zone4 OK OK OK : OK OK OK OK. OK OK OK D 'OK '.. OK'. OK:: OK OK OK OK OK OK OK B End Zone 5 Sagebrush OK OK- OK: OK OK OK OK OK OK OK C OK OK :. OK OK OK OK OK OK OK NO D D5DL 16"o.c. Studs 51 -OK OK OK OK OK OK OK OK OK OK B Interior Zone 4 OK - OK -0K OK OK OK OK NO NO NO C -OK OK OK: OK' OK. OK NO NO NO NO D OK OK OK':. OK OK OK OK OK NO NO . B End Zone 5 OK ,. OK: OK OK OK NO, NO NO NO INO C OK OK OK OK NO NO NO NO NO NO D 6.5 Semi -Beaded 16" o.c. Studs 68 OK OK OM- OK OK OK OK OK OK OK B Interior Zone4 rOK -'.OK ' OK OK OK OK OK OK OK OK C OK - OK - OK >:. OK OK OK OK OK NO NO D OK - OK OK' OK OK OK OK OK OK OK B End Zone 5 Shenandoah OK <.. OK :. OR OK OK OK OK OK 4NO ':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 NO B Interior Zone4 OK OK OK OK OK NO NO NO NO NO C OK :...OK OK OK N; NO NO NO NO NO D OK OK : OK OK OK OK NO NO NO NO B End Zone 5 '.'OK OK OK OK NO NO NO NO NO NO C >.OK ; -.OK -NO' .. NO NO NO ..NO.,.. NO NO NO '.. D Sterling S8 16" o.c. Studs 44 OK OK OK OK OK OK OK OK OK NO ' B Interior Zone4 OK OK OK OK OK OK NO NO NO NO C OK OK OK OK OK NO NO NO NO NO D OK OK OK OK OK OK OK NO NO NO B End Zone 5 OK OK OK OK NO NO NO 'NO NO NO C OK OK OK iNO E 'NO 'NO NO 'NO NO NO D D4.5, D4.5DL 16" o.c. Studs 38 OK OK OK OK OK OK OK NO NO NO B Interior Zone4 OK OK OK OK OK NO :NO NO NO NO C OK OK OK NO NO NO 1 NO NO NO NO D OK OK OK OK OK OK NO I NO NO NO B End Zone 5 Summit Manor OK OK OK NO NO NO NO NO NO NO C OK OK NO NO NO NO NO NO NO NO D D4 16" p.c. Studs 36 OK OK OK OK I OK OK OK NO NO 'NO B Interior Zone4 OK OK OK OK NO NO .NO NO, NO NO C OK OK OK NO NO NO NO NO NO NO D OK OK OK OK OK NO NO NO NO NO B End Zone 5 OK OK OK NO NO iNZ5 NO NO OK OK NO '.NO NO NO 'NO NO NO NO D ER 03820.04,09-1-R4 NEMO ETC, LLC Nora ndex - FL12500-R4 Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/2512020 ©2019 MEMO ETC, LLC Appendix 1, Page 3 of 4 �, :«x ,;.:{ n a � L axt�N�•co���i�� wc��us ����.{�h}<�atc t" , � � �a`s.,rt�'� .. bEVMLSIDi Product Profile Max- Nail Spacing Nail Engage Design Pressure 110 1Z0 130 140 150 160 170 180 190 Z00 Exposur Zone 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 Single 7 Vertical Siding S7 12" o.c. OS8, plywood and/ar studs 80 Zone 4 OK OK "OK OK OK OK OK OK OK OK Q OK OK OK-- OK OK OK OK OK OK OK B End Zone 5 -0K OK. OK OK OK OK OK OK OK NO C OK- '. OK OK. - OK- -OK OK OK OK NO NO D OK OK OK.' OK OK OK OK OK NO NO B Interior OK :' OK- OK (' OK ' -.OK ENO NO :NO NO, :NO C Cambridge Beaded 6.5 Beaded 16" o.c. Studs 42 Zone OK : OK OK OK NO NO NO NO, NO NO D OK OK OK OK - OK OK OK NO NA NO B End Zone 5 OK f OK OK OK NO NO :NO NO NO NO C OK OK OK NO NO NO NO NO NO NO D D4 16"ox. Studs 53 OK OK 'OK OK : OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK INO INO C OK OK OK OK OK- OK NO NO :NO NO D OK OK. OK OK r OK OK OK OK OK NA B End Zone 5 OK OK OK NO NO NO _NO C OK OK- OK OK NO NO NO NO NO NO D OK OK OK OK OK OK OK OK OK OK B Interior Zone4 OK OK OK OK OK OK OK OK NO NO C OK OK OK `. OK OK OK NO NO NO NO , D Cedar Knolls DS 16" o.c. Studs 55 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 I:..OK '.:..OK ---OK OK NO .' NA „ NO .. . NA NA D OK - OK OK" OK :- OK OK OK OK OK- OK B Interior Zone 4 OK :. OK - OK OK -. OK OK OK NO NO NO C OK OK OK. OK OK - OK NO NO NO NO D DSDL 16"o.c. Studs 51 OK :. OK- OK : OK - OK OK C OK NO NO B End Zone 5 OK OK OK '._OK OK 'NO NO NO NO NO C OK OK OK OK 'NO NO NO NO NO NO R Eft C13820.04.09-1-R4 MEMO ETC, LLC Norandex - FL12500-R4 Certificate of Authorization R32455 NORANOEX; (517) 780-3185 09125/2020 ©2019 NEMO ETC, LLC Appendix 1, Page 1 of 4