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HomeMy WebLinkAbout6745-6755 Basswood Cir1il■-■I■=■G 1 M AREA'S LIVING 1078 GARAGE 287 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1449 S.F. UNIT I ''7'-4 T V- I -3'— 2'-7 35 EGRESS BEDROOM #2 I AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F, UNIT 2 7 4" CONCRETE PAD 4" CONCRETE PAD !I �r I 3' 4'-I 4'- 4 SLIDING GLASS DR 4` 4• SH35 ij 6 SLIDING GLASS DR EGRESS BEDROOM #2 BEDROOM #1 iu 3 N BEDROOM #1 to I- lh AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. UNIT 3 2' T4" CONCRETE PAD I 2'_7r SH35 EGRESS 6 SLIDING GLASS DR �e 3,_8r BEDROOM #2 �i BEDROOM #1 N M I 62' SEE SHT 5 SEE SHT SEE SHT 5 B CBC C C C C C SEE SHT 5 �2'-8' 2'-8' 2'-4' 2'-4' 2'-8' 6' BF - '�' 2-8 2- 6' BF 6' BF 2_8 • A! RJ3 i_7r 5' BF 5' BF 3'-7 • � 3'-7• 5' BF 7�-9r m 7'-9• 7'_9' ao 2-8 2-8 I 2-8 I.C. �t W.I.C.p p.I.C. BF i_4r i I I i '_4r 3' BF 3' BF REF REF REF REF -WATER UNE 2-8 2-8 REF WATER UNE REF -WATER LINE 2-8 ® KITCHEN KITCHE ® KITCHEN ® ao BATH I I BATH I ® O oo BATH O O I� W j as CLO CL�. - -°-a•- ) ° - - - � I - I - / -------- ao. ' IF -6 BF 00 1-6 BF -6 BF OD /_8r 2-8 BATH BATH -s '-8' '-8` 2-& BATH - — - — - — - — - — - to A/C D i ® ® M D A/C A/C • En HWH HWH M _ __ ---_ _ -_ �4' I}I4 A A A� • • ap pp Z3- 0 0 0 00 SEE s i DINING/LIVING ROOM � 'i DINING/LIVING ROOM o o DINING/LIVING ROOM �4' GARAGE o GARAGE GARAGE 4 M ci I (u AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. UNIT 4 2' 4" CONCRETE PAD `I I a' - �4. 6' SLIDING GLASS BEDROOM #1 I \ \ r o.. BATH •• T GARAGE I AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. 4'-4' SH35 SH35 EGRESS EGRESS BEDROOM #2 BEDROOM #2 I I M ry M Wip7�r� MoeFA ` UNIT 5 AREA'S LIVING 1078 GARAGE 287 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1449 S.F. UNIT 6 -27' 7'-4' 12 12' ,i 4" CONCRETE PAD I 6' SLIDING GLASS D �4' BEDROOM #1 iu I Ln 4" CONCRETE PAD ,I i 3' 4ni-7' '-3 �4. 6' SLIDING GLASS R SH35 EGRESS 3,_8r BEDROOM #2 a BEDROOM #1 I M LO L IMISSION I _ CLO 1-6 .V L .-.GARAGE 3'-7' • i P 3' BF 1.1 imam UNE KITCHE I =----=- -- •I 1-4 DINING/LIVING ROOM �) SEE SHTI5 LO M 2 N A SEE (u 4' 2'-4' 12'-4' 4 14' 2'-4' 2'-4' 4' 0. 4' 2'-4' 2'-4' 4' ------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3068� c----------- ,3068 I I ( I I h 4' SH35 -►I SH35 II II II I14 SH35 SH35 4I I I I 4' SH35sH35 �4" 2._7r 28 k3'-3#2'-7'y42'-7• I I I I I I I I I I I I I I I I I I I I I I I I r- -1 COVERED`FRONT PORCH I I I I COVERED FRONT PORCH COVERED FRONT PORCH I I I I COVERED FRONT PORCH COVERED FRONT PORCH I I I I COVERED FRONT PORCH 17- I I I 1 t 10' GARAGE DOOR 10' GARAGE DOOR I 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR �--¢' ' ALUM RAIL ALUM RAIL , '� ALUM RAIL ALUM RAIL 4 '� ALUM RAIL I I 8'X16' CONC BLOCK COLUMN 8'X16' CONIC BLOCK COLUMN 4' 0' 3' 0' 3'-4' 3'-4' 0' 3' 0' 3'-4' 3'-4' 0' 3' 0' 4' '-10' '-10' '-10' '-10' '-10, \I-10' 62'-8' BEDROOM #2 �`- 4' BF 4' BF 2-8 2-8 REF PANM 1 - —_-KITCHEN ----�-- v� ALTERNATE PANTRY i 2-8 � BATHROOM 2'_Sr 0' I 2-6 BF � DW A/C M HWH I i s i 2'-4' GARAGE3-0 I� ALTERNATE WASHER/DRYER FLOOR PLAN FOTAL AREAS AREA'S LIVING 6412 GARAGE 1722 COVERED FRONT PORCH 488 TOTAL AREA UNDER ROOF 8622 S.F. ale I hereby certify that I have reviewed this plan and found it to be in comptiance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P.E, #53608 DETAIL A- A 8'X16' CONCRETE COLUMN WITH (2) #5 REBAR FROM FOOTER TO LINTEL BLOCK STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM DETAIL B- B 4' CONCRETE SLAB W/ 6X6 10/10 WWF OR "FIBERMESH" MIN 3000 PSI CONCRETE ' 24"X24"X24" CONCRETE FOOTER WITH (8) #5 REBAR REINF MAT I � REBAR DETAIL PIER POUTER DETAIL CORNER DETAIL - FOOTING AND CORNER DETAIL - BOND BEAM FOUNDATION WALL REINFORCEMENT AND WALL REINFORCEMENT ACI 90 STANDARD HOOK -EMBED 6' = J L7 Z Ld tU 0 Z 0 w J w J w w Z 62' #5 VERTICAL WALL REINF❑RCING IN GROUTED CELL TYPE 'S' MORTAR '—BOND BEAM W/(1) #5 REBAR 8'X8'X16' CMU TYP, DEC❑RATIVE CEMENTU❑US FINISH #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' 4'X4' INSPECTION PORT FILLED CELL AT EACH FILLED CELL TYPICAL NOTE+ EXTEND DECO FINISH 4' TO 6' L STANDARD 90 DEGREE BEND BELOW GRADE `WITH 25' LAP MINIMUM #5 DOWEL ACI STANDARD HOOK E EN0W%IVT& H❑RIZ, REINFORCING CONCRETE F❑OTING REINFORCING REBAR :SEE FOUNDATI❑N PLAN) —1 25' MIN LAP j� MASONRY WALL FILLED CELL DETAIL f ING _ IN CORNER 22�//0II'H X 221))2'##W55 MONOLITHIC SLAB ❑NT3'(CHAIRSRTYPR CONT, 1 TYPICAL MONOLYTHIC FOOTING DETAIL E-E #5 DOWEL HORIZ. REBAR z BEAM REINFORCING z J E DOWEL—LAPPED WITH WALL REINFORCING \`#5 CORNER REBAR 1 GROUTED CELL 1 NOTEi ALL LAPS SHALL BE 25' MINIMUM F.F. 4' CONCRETE SLAB W/ MIN 3000 PSIRC❑NCRETESH6 C6 MIL � ED VAPOR BARRIER CC❑MPACTT❑ E95- ❑61FIED PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE (2) #5 REBAR CONT, ON 3' CHAIRS TYP. a 8'XB'X16' CMU TYP, WITH #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' (2) #5 CONT. ON 3' CHAIRS (TYP.) �_'/-4'_l TYPICAL INTERIOR DETAIL D-D W.W,F �BERMESH TYPICAL DROPPED SLAB DETAIL C- C 6 x 6 W,W.F OR FIBERMESH N WALL ft 0 I a--1 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P,E, #53608 NOTE. ■❑ INDICATES 1—#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS, 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL FLOOR PLAN IERMITE PREVENTI❑N N❑TESL 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTION, C❑RRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED, 4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE —TREATED, INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT &M&EDTDEAEPLP MOHRTTPgLqTATSTTwIIICLLFOERShiSEP&MANENTBFORMS MUSTPBEMOFEATSIZE AF%E TTHEHTREATRENTLIMINATE THE DISTURBANCE OF SOIL 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF OCTECEORADPANGT7,CNREOVRPUNMORTGR LOHE F❑UNDATI❑N PERIMETER MUST BE REMOVED BEFORE EXYERI❑R SOIL TREATMENT. 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT, 9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 10, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES TIB TRAP BOXES, FORMS, OTHER CELLULOSE CONTAINING MATERIAL. 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICE, M-8 DETAIL 'B' "6'^'6a DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' �� LL DETAIL 'B' REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8' x 8' LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(0)L #5(1)U(1)L S❑LID #5(2)U(1)L 8'x8' (PLAIN) 8'x8' (SOLID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-4 4'-6' 3'-2' Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-7 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1470 1609 543 1105 M-8 6'-4' 5'-0' Precast (2) #3 (2) #4 NONE 740 1283 1283 1216 1405 634 1355 M-11 7'-6' 6'-2' Precast (2) #3 (2) #4 NONE 570 991 991 825 1082 446 938 M-17 ll'-4' 10'-0' Precast (2) #3 (2) #5 NONE 315 567 567 317 607 198 620 M-22 14'-8' 13'-4' Prestressed (2) #3 (2) #4 NONE N.R. 480 480 243 471 N.R. 341 j�ETAIL 'B' REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8' x 8' RECESS DOOR HEADER MARK TOTAL CLEAR LINTEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD S❑LID S❑LID S❑LID S❑LID NO. LENGTH SPAN TYPE BAR BOTTOM BAR LATERAL SAFE LOAD PLAIN #5(1)U(o)L PLAIN S❑LID #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-4 4'-4' 1 3'-0'1 Precast (2) #3 1 (2) #2 NONE 963 1 1230 1230 1596 1 1596 785 1386 ENGINEERING SPECIFICATI❑NS: 1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE LOADS. 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERAL N❑TES1 1.) CODES 1.1 FLORIDA BUILDING CODE 6TH EDITI❑N 2017 1.2 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-11). 13 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2A CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS1 2.1.1 PRE —CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, 212 PRE —CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN, 2.1.3. GROUT PER ASTM C476 — 3000 PSI W/ MAX, 3/8' AGGERATE, 2.2 REINF❑RCING BARS, 22A STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 22,2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 23 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 2,4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315. 2,5 C❑NCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS, 3,) MASONRY: 8' TO 11' SLUMP, ASTM A615 (GRADE 40), KSI 3,1 DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-11, 3.2 MINIMUM MASONRY UNIT STRENGTH; F'M 1500 PSI. 33 MORTAR SHALL BE TYPE S, 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101,3,1 OF FLORIDA BUILDING CODE 6TH EDITI❑N 2017 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PR❑VIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0o M-8 DETAIL 'B' I J LINTEL PLAN 2' RECESS •O�eee: [ hereby certify that I have reviewed this plan and found It to be 1'rg;� compliance with ASCE 7-10 and the Florida Building Code 2017 6th Editiow-01, David W, Smith, P,E, #53608 ' - -- ' 62'-8' 1'-4' �_ 7'-47' 2 7' 7 2 7' 7'-4' � a up i jjj E 111 it S I i I E E f I i II IIRID(JE NT 11 1 11 11 1 ' f f , j rl i �! ! q ] I i i I 71 jJ 1111 jji(.j 10 — ..... -7-- 7 - _7_77 t-7-:77 s(i i I j 111111 ( I �i r I , I I( { i I j 1 i ( I 1 ,� a ! f I I I ! I III I k la I IA i j In I I j ; j __.... __. ____._...._..._.._�—__..___. _.__..._...... ._..........--- - ATTIC ATTICAMC ACC TfICC ES S ATTIC ACC €! A3 AM - n M , !CA) lj I © I i I E I — i _T71 I j 6,-8, 6'-8• 6'-8, 62'-8' • i UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE MASONRY APPLICATI❑NS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A IHETA20 1890 335 16-10ol X 1-1/2" 11473 B HETA20 1890 16-10ol X 1-1/2" 11473 C VTCZ 1890 16-10c1 X 1-1/2" 10861 CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU. NOTE: ENGINEERED WOOD TRUSSES BY OTHERS ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED ❑PENING NOT BE LESS THAN 220X30" INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE 5TH EDITI❑N 2014 RESIDENTIAL—SECTI❑N 807 LEGEND ® HETA20 ® H10A © VTC2 TRUSS LAYOUT ATTIC VENTILATI❑N CALCULATI❑NS TOTAL ATTIC AREA = 1728 S.F. 415 MINIMUM SQ, IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE 415 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE S❑FFIT TOTAL SQ IN RIDGE VENT = 520 SQ IN (4) VENTSURE METAL DOME OR EQUAL TOTAL SQ IN S❑FFIT VENT = 2093 SQ IN (161'-0" X 13/LF) I hereby certify that I have reviewed this plan and found it to compliance with ASCE 7-10 and the Florida Building Code 2017 6th David W. Smith, PRE, ; _sON Editi r4► jo ®` #5360f u n%,0 TRUSS PLAN R905.2.7 ASPHALT SHINGLE UNDERLAYMENT APPLICATI❑N REQUIREMENTS R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063 and the provisions of this code. R703.6.1 Lath. All lath and lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 11/2-Inch-long (38 mm), 11 gage nails having a 7/16-inch (11.1 mm) head or 7/8-inchlongg (22.2 mm), 16 gage staples, spaced at no more than 6 Inches (1�2 mm), or as otherwise approved. R703.6.2 Plaster. Plastering with portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete ressure-preservative treated wood or decay -resistant wood as specified In Section RM7p1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing ma-terial or Is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth in Table R702.1(1). On wood -frame construction with an on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, Math, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.10), R703.6.2.1 Weep screeds. A minimum 0.019-inch (0.5 mm) <No, 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 Inches (89 mm) shall be shall be provided at or below the foundation plate line on exterior stud walls In accordance with ASTM C 926, The weep screed shall be placed a minimum of 4 Inches (102 mm) above the earth or 2 Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. R703.6.3 Water -resistive barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood-bas d sheathin , shall include a wat r-resisti a vapor -permeable barrier with a performance at Least equivalent to two layers of Grade paper. l he individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.8) intended to drain to the water -resistive barrier is directed between the layers. Exception, Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.6.4 Application. Each coat shall be kept in a moist condition for at least 48 hours prior to application of the next coat. Exceptions Applications Installed in accordance with ASTM C 926, R703.6.5 Curing. The finish coat for two -coat cem nt plaster shall n t be a ``led soonr�er thanseven dda s after a plicati n of the first coat. For three cement plaster, t�e sec�r�d coat sY�all no be applfec� sooner than 48 Yours after application of the first coat, The finish coat for threecoat cement plaster shall not be applied sooner than seven days after application of the second coat. CARPENTRY: 1. DIMENSI❑NED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2, ALL LUMBER SHALL BE SOUND SEASONED, AND FREE FROM WARP, 3, ALL STRUCTURAL BEAMS AND kEADERS SHALL BE SOUTHERN YELLOW PINE (SYP.) NO. 2 GRADE OR BETTER, WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS: Fv = 90 PSI Fc = 975 PSI E = 1,600,000 PSI 1% MAXIMUM MOISTURE CONTENT FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, 5,PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2. 6, SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' ❑.C.) 7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' D.C. @ PANEL EDGES, AND 6' ❑,C, INTERMEDIATE, FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4'+) SHALL BE 6d COMMON @ 4' D.C. AT PANEL EDGES, AND 6' D.C. INTERMEDIATE, 8. ALL FLO❑RING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL WITH 10d NAILS AT 3' D.C. AT PANEL EDGES, 6' D.C. IN THE FIELD. STAGGER NAILS AT 2' D.C. AT BUTT ENDS OF PLYWOOD SHEATHING. 9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF J❑ISTS AT 8'-0' MAXIMUM. INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER 9'-0' @ MID -HEIGHT. BRACE GABLE END WALLS AT 4'-0' ❑.C, WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL, ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER, 12,PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0', 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0' O.C. 13.L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS, 14. WOOD LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH CONTINUOUS 3\4' PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS, R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C926, ASTM C1063 and the provisions of this code. R703.7.1 Lath. Lath and lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 11/2-inch-long (38 mm), 11 gage nails having a 7/16-Inch (11.1 mm) head, or 7/8-Inchlong (22.2 mm), 16 gage staples, spaced not more than 6 inches (152 mm), or as otherwise approved. R703.7.2 Plaster. Plastering with portland cement plaster shall be not less than three coats where applied over metal (th or wire lath and s all be not less than two _coats wh re a plied over m sonr , ee, ressu e- ese v ivet eated woo or is e i tant woo as s eciec� in ss ction or gypsum rbac�cing.f °te piaster surace is coipretselsy covere by v�neer or other f cin� i°l_15, k or is comgletetly co celaleTd, la � 1agplication need be only two coats, provided t ie o a c n e s s is a se for n abFe On wood -frame construction with an on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3). R703.7.2.1 Weep screeds, A minimum 0.019-inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic wee screed, with a minimum vertical attachment flange of 31/2 inches (89 mm) shall be pprovided a or below the foundation plate line on exterior stud walls in accordance with ASTM G926. The weep screed shalt be placed not less than 4 inches (102 mm) above the earth or 2 Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall tap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. R703.7.3 Water -resistive barriers. Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathin , shall include a water -resistive vapor -permeable barrier with a performance at least e uivalent -to two layers of Grade D paper. The individual layers shalt be installed Independently such that each layer provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.7.4 Application. Each coat shall be kept In a moist condition for at least 48 hours prior to application of the next coat, Exceptions Applications installed in accordance with ASTM C926 including the reference in ASTM C926 Section 8 to Section X1.4.2 of the Appendix. R703.7.5Curing. The finish coat for two -coat cement plaster shall not be applied sooner than seven days after application of the first coat. For three -coat cement plaster, the second coat shall not be applied sooner than 48 hours after application of the first coat. The finish coat for threecoat cement plaster shall not be applied sooner than seven days after application of the second coat, Exception, Applications Installed in accordance with ASTM C926 including the reference in ASTM C926 Section 8 to Section X1.4.2 of the Appendix. BMETAL�EA. PLATES MAX INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE OR GUTT ATTACHED PER MANUFACTURERS SPECS 2X6 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON gNLAIIULS ((U2MM) ggE❑❑AFFCH TTRgUSDS S q TRIMMIATTAffP PERNMANUF�ISPECS. VARIES SEE PLAN PRE -CAST C❑NC SILL, TwYIPTEH'X<S' #MORRTEABRAP FR��M� F❑❑TER )TEE05LINTELUUR BLOCK FINI❑SHA (STUCCO) 1/2'❑2SCOAT PER SPECS FBC-R 703 4'X4' INSPECTION POR AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6"- BELOW GRADE z -�O „y Ng _ X: 20'H X12'W MONOLITHIC SLAB � T3'(& #5AIRSREBAPR C❑NT. R806 NAILS R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION ATT &YP WITHY 5d C❑❑LER NAILS OR ##�81 pDRYWALL SCREW �❑AgTT�7'' ❑..C❑UMAXUSEI IN E� E TR SS WIHTOd I1 1/2 ENILSTE ❑NP TRUSSL AN FILL ALL( NAILUHOLES (1) COURSE 8'XB' KNOCK -OUT BLOCK FILLED S❑LID W/(1) #5 BAR. TYP. AT ALL S❑LID WALLS PRECAST CONCRETE LINTEL FRAME WINDOWS ATTACHED TO P.T. BUCKS �NN I BPWSpATTACHED PER MARBLE SSIILCLS '1X2 P.T. WD FURRING @ 24' D.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' ❑.C. MAX OR. CEEQULOVANT TUFF-R' INSULATION BD 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS i❑XR4 #8 DRYWALL SCREW AT 7' ❑.C. MAX MACH�D T❑ BLOCK WITH 3d CUT NAILS @ 12' D.C. MAX 3 1/4' BASEBOARD STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. Or 4' `••:Js `-'`'i. C❑NFT SCgJ& P/1H6�WITMIL VAPOR BARRIER (COMPACTED AFJ%% MbDIFIED 12' PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF FO❑TER SHALL BE 12' BELOW GRADE SECTION "A -A" TYPICAL WALL SECTION WITH WINDOW ROOF DECK USE APPROVED FIREPROOF CAULKING BETWEEN WALLBOARD AND ROOF DECK PRE-ENGINEERED WOOD TRUSSES ATTACHED TO 2X8 PT BOARD WITH 16d COMMON TOE NAILED AT 12' ❑,C. MAX 5/8X GYPSUM WALLBOARD U.N.O. ATTACHED WITH 6d COOLER NAILS OR #8 DRYWALL SCREW AT 7' D.C. MAX 2X8 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES 1/2' X 8' AB WITH WASHERS & NUT SPACED 24' MAX 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑.C. MAX 8'x16' BLOCK WALL 1X2 P.T. WD FURRING @ 24' D.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' ❑.C. MAX R5.4 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT ----------------------------------- 0 0 SECTION "C-C" TYPICAL WALL SECTION 2- .KR FIRE SEPERA TION BETWEEN UNITS fflR H P O&A BEARING ' ❑& MAS❑NRYT FLATES. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATTCHING T,CO BE❑❑ 15/32' 433 PLYUSCSDEX OFRR�PMLYGWggW/8EdN RING SHANK NAILS USER STEEL❑PLYCLIPSIRSRIDGE RVENT AS REQUIREDE PERD FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATI❑NS FLASHING PER FBC-R 905 R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS 2X6 WOOD SUB ATTACHED TO OR #8 DRYWALL SCREW AT 7' D.C. MAX EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS �T gdI 1g /2 AAI SgT❑N pgUf L N bTN. T�ILECNA RM TMpFDRMANUCSPECS. LLRUHLES C1) COURSE 8'XB' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR. TYP, AT ALL SOLID WALLS VARIES PRECAST CONCRETE LINTEL SEE PLAN Z xg CM T�/YIPTEH xC1� #M5 RRTEABR P FRS U ATTACHED T O BLOCK WITH ,3d C F❑OTER T❑ LINTEL BL❑C� CUT NAILS @ 12 O.C. MAX R7,8 CELOTEX 'TUFF-R' INSULATION BD C❑RATI E CEMENTU❑UUS ❑R EQUILIVANT FINISH (STUCCO) 1/2' 2 C❑AT 1/2 GYPSUM WALLBOARD PER SPECS FBC-R 703 U.N.O. ATTACHED WITH 5d COOLER NAILS 1❑XR4#8 DRYWALL Np,ISCREW AT 7' D.C. MAX 4'X4' INSPECTION PORT —,,,ATTACHED Af❑ BL❑CKRWITH 3d AT EACH FILLED CELL CUT NAILS @ 12' D.C. MAX TYPICAL 3 1/4' BASEBOARD TEi EXTEND BELOW FINISH GRADE4' TO 6'� T WITH D25' LAP ARD 90 DMINIMUM REE BEND ODX: GRADE CU- (C❑MP0ED TO E95% MbDIFIED 20'H X 12'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557) WITH (2) #5 REBAR CONT. TERMITE TREATED ON 3' CHAIRS TYP. BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE SECTION "B- B" TYPICAL EXTERIOR WALL SECTION MIN CEILING INSTLATI❑N R-38 �1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' D.C. MAX 2X4 SINGLE TOP PLATE (INTERIOR WALL) STUD WALLS @ 16' D.C. W// 'DRYWALML SCREWS @D 8y'❑ C. R-19 INSULATION MIN. (IF REQUIRED) 2X4 P.T. BOTTOM PLATE ATTACHED WITH 3d CONCRETE NAILS W/ 1 1/E2'ED CONCRETE SLAB (MIN,D�N i 'O A .N. T TCCNCRETE TENSI N 120#) INTERIOR WALL DETAIL NON- BEARING R302.6 Dwelling -garage fire separation. The garage shall be separated as required by Table R302.6. Openings in gara e walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. Not less than 1/2-Inch gypsum board or equivalent applied to the garage side M1307.3.1 Protection from impact. Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers, R311.2 Egress door. Not ss th n on re s d r sh 11 be r vided f ea h wellin unit, T ress door shall sid hin ed d shall prov�dee a claear weid-�i� of no ��ess than 3� incnes (��3 mm) were easuredh�e een tie face o ethe deoor 'Uncl tie stop, wit the door open 90 degrees (1.5 rad). The clear height of the door opening hall b not Les th n 78 inches (1981 mm) In ell- �Int measured from t'I1e top o the threshold to t�e bottom of the stop. �ther oloors sha� no be required to comply special �(snowle'ge orimerr�orts. Egress doors shall be readily openable from inside the dwelling without the use of a key or Exception, Buildings that are 400 square feet or less and that are intended for use in conjunction with one -and two-family residences are not subject to the door height and width requirements of this code. R320.1.1 All new single-family houses, duplexes, triplexes, condom n y d townhouses shall provide at least one bathroom, Located with maximum possible privacy, where bathrq�� )r}ded on habitable grade levels, with a door that has a 29-inch (737 mm) clear opening, However, if only,.N. et+•r. . ® provided at grade level, such toilet rooms shall have a clear opening of not less than 29 inche��IHS •.• ��, ®• �� 5360 3•� n�sr DRIFTWOOD OF ZEPHYRHILLS RICK COLLHARDT - ., D40 9'D4 00,C1 I hereby certify that I have reviewed this plan and found it to be in " compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 I L ELECTRICAL, PLUMBING & MECHANICAL: IN ACCORDANCE WITH CHAPTER 471,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PR❑VIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GRdUN ,y D FAULT INTERRUPTER GFI CIRCUIT, AFI CIRCUIT, ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER. SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E,C, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INT❑ THE GARAGE (FBC 2017 R309) � � � � ir V= V: V= V= x x = x x N N N N N 3'-4' 3'-4' 3'-4• 2" VTR ■ X4 2" VTR 01 2" VTR " 2" VTR 2" VTR x:ri xj,.,- 2" VTR DW•• ' 'DW DW• • ''• • BI AP— 2 • DW -L-J-- 07 ----- - - - - - - - - - - - - .%.,..%r.. 2 VTR 2 VTR 2 VTR i ,. OF 2 VTR 2 VTR » 1 3. 2 VTR 7'-1'•--.4'` 3,_8.� 2, 9. 2, �3�-8' -` 3,_5. ,�._,q,Be t 3,_8.� 2, 2, �3,_8. 3,-6• r ,� ,` 3,_8.� 2, 9. 2, �3,_8. r �- 7 1 2 VTR 2 VTR ■■ ■ 2" VTR o 2 VTR o m m 2 VTR 2» yR — ■■ ■ o r o FEE M �-2-a--- ---o-6�i�---- --�--ANT°--— 2lr� W7 » » » D D W 8'-77'-6' ` 36'-6 7 6' 36'-6' » 7'-6' g�-7• » - 3" 3" "J4 (U p r` (J O " » O ■ (U c i (U c i» 6' r 9'-6'ci ex 6' '-6' 4'-6' 5'-1' r t r\ » (U » » „ 3„ 3"1 � 1 r 1 " `4' C. ❑. 11. 4' C. ❑.� 4' C. ❑.J 1 1 1 ZU o Uz Zu z Z i- F- z x x Z F- a+ U U ►r ► U W0 Z w0 Z z VJW u (WSW U WVW1 Ow U SIN ISO. IINUA0 ' C.O. SHC k,, 4' C. ❑. o "uz H zx Z V W 4' C. ❑._ zU o F-I EN U 3 ►+ Z fW0 /1 l\ __4' C. ❑. } o �uz f.y U NZ z ow Z —3 U LjWn DRIFTWOOD OF ZEPHYRHILLS RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 har&�am 3651 rgo pabay.rr.com D.W.SMITH,M.S.,P.E 53608 PLUMBING PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICEN NUMBER 53608 7 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 VALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 SCALE DAT JOB NO, PHX352-521-0865 FAX4352-521-W E-MAIU chsflpeEearthlink, net 3/16"-1'-0" 27 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 36413ISRN54 ZEPHYR RHIL7 S72 L 33541 R. GOLLHARDT D.W.S. F_ I L 3— 2/0 THNN CU FEEDERS GALV RISER ZOR2' CHASE W/(3) #210 THW COP. (3) #410 THW AL. 200 AMP MAIN BREAKER 2�o AMP PANCIRCUIT L ON INSIDE SURFACE WALL METER SOCKET 00 i i 2' GALV NIPPLE I' UNDERGROUND SERVICE II (IF AVAILABLE) #4 CU DRIVEN GROUND RODS 2 EACH 8'-0' APART MIN, 3/8' X 8' GROUND ROD CONCRETE ENCASED 'UFER' ELECTTODE REQUIRED PER ART 250-50 N.E,C. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT, NOTEi ELECTRICAL MATERIAL AND INSTALLATIONS SHALL C@iPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 — 12, LOCAL CODES AND THE LOCAL POWER CO. TYPICAL ELECTRICAL RISER DIAGRAM NOTE: METERS MAY BE LOCATED WITH DUKE ENERGY NOTES: UNLESS OTHERWISE NOTED 1, ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE, 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ❑ BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO FOR THE INSTALLATION & SIZING OF ALL ELECTRICA 5. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO A AND SHALL BE EQUIPPED WITH A MONIT❑RED BATTERY INSTALL SMOKE DETECTOR/CARBON MONOXIDE ALARMS 6. ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAU PROTECTED PER NEC 2017 210.12 (B) 7. ALL RECEPTACLES ARE TO BE CHILD PROTECTED PER POSSIBLE L NLY, ALL WORK SHALL ELECTRIC CODE, LATEST SHALL BE RESPONSIBLE , WIRING & ACCESSORIES. N ELECTRICAL POWER SOURCE BACKUP, PER FBC R313. LT ❑R GROUND FAULT NEC 2017 406.11 8. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, 2017 9. R313.2 1 CARBON MONOXIDE PROTECTION, CARBON MONOXIDE ALAMRS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA70. SUCF DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPRO DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 10 , 313.2.2 3 COMBINATION ALARMSi COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICATION UL STANDARD. 11, KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS. 12, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO THE A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONIT❑RED BATTERY BACKUP. 13. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 14, ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG—IN TYPE. THE EXIT ALARM SHALL PRODUCE A C❑NTINU❑US AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 15. ADD GFCI PROTECTION TO RECEPTABLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK, THIS WOULD INCLUDE THE RECPETACLE INSTALLED FOR A WASHING MACHINE. RECEPTABLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 241. THE WIDTH OF A SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF ALL OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12' FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. SYMBOL DESCRIPTION SWITCH 3 WAY SWITCH $4 4 WAY SWITCH RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 8 110 V RECEPTICLE &FI 110 V RECEPTICLE - GROUND FAULT VAFI 110 V RECEPTICLE - ARC FAULT WP 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE A DUPLEX OUTLET IN FLOOR 6 110 V QUAD gWP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ® FL❑URESCENT FIXTURE dD FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER SOD SMOKE /FIRE DETECTOR/ALARM cOn SMOKE/CARBON MONOXIDE DETECTOR — COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L DISCONNECT ELECTRICAL METER ELECTRICAL PANEL Al- ELECir-n-RICAL NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS HEREON ARE BASED UPON THE H❑ME❑WNERS/C❑NTRACT❑RS REQUIREMENTS. CODE) DRAWN I DRIFTWOOD OF ZEPHYRHILLS RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 rgo r& t�mm yTrcom D.W.SMITH,M.S.,P.E.#53608 HVAC PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENS NUMBER 53608 9 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO, PHOHB 352-521-0865 FAIL 352-521-W E-MAID drsf 1pe@enrthl Ink. net 3/16"-1'-0" 27 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 36413ISRN54 ZEPHYRHILLS�FL 33541 R. GOLLHARDT D.W.S. FL # Application Type Code Version Application Status Comments Product Manufacturer Authorized SignaWre Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL16107-RIO Revision 20 U Appirmed r- Clcpay Building Products Company 8585 Duke Blvd. Nlason, OH 45040 (5 13) 770-6062 mVvesterfieIcI@dopay.com Scott Hamilton shamilton@riopay.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Scott Hamilton developed the Evaluation Report Florida License PE-63286 Quality Assurance Entity Innertek Testing Services NA, Inc. - QA Entity Quality AsIvurairHOL, Contract Expiration Date 1213112020 Validated By Gary PfijeHer Fir Validation Checklist - Hardcopy Received Certificate of Independence FL16107 RID COI Certification, of Indenendence, of Validation Entir V&ary Pfuehler.Dd ,cement Indenendence Evaluation 'L' on of E*�,n�� 120424.p,J Referenced Standard and Year (of standard YearStandard) ANSI/DASW 108 2005 ANSI/DASM 115 2005 ASTIVI E1886 2005 ASTIVI E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 11111"U, ­11 � 11ASIVI 108 equiv.pd "I'll, "P".I!t�ll,",.",,19,7,m"lc:DASKA115equiv.pdf Sectors, from the Code Product Approval Method Method I Option D Date Submitted 08110,12017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/iO/2017 4 "2, — - -- ----.-- R�77Z ­1�1 N -i X-3;SI -­,H� Li: —,Z s �c� �� `TZ' SE 101SED PA'Zt E13OV. 13CAS " � n ----- . ­ ­ '. — -- I , , - 4 - ---T - — -, �I 1� - �= =—, , —, �- � C� F I:GFi LS I 25 �� ;!! 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A - -, ., ,,­� 1 -t-� T- �. , , P -;-U--j " I�C, iy�l �; A4 ­�':` -.1 A aa �. 0 - , C.", "AN", � ,:! � 1'�.-= � ' - .. ,_. ..), I", LI, 1"C­' �­ L1,111C IV�IC . COD L ----� -- - . - - , 3 --- . ��!.­ � I ,,;. I ; - . "nT . , , 'F.,:i­!j,-.,7t'­� ­�, .­�-01.-. , i -'V'_';: El', 3 I � , _;.% if��� t 3I-TB ' I � " is: - , -I - --- I --__ ,4 I I - , - fol , ' '- I j­I14 -- --- ­ -­ -__ ­ f, -P ­ . V I U.f­'t�l­-----­­­­-- - ,...- ­'! ­ _15 ,'�7�., ,,, , �7 -Awi: ----. ------ ­­ . " - ­ 11 ! , ` 5 "i: -.-...,.--, -- . ,�4 7 i -1 +- -- *----*- - ; FLO) R KDA 7r-71,,,,Q-,,, V)"'-0i,-(-, I. !,;,,..,ip.,F".3�,-r,��-�3,-�,J�,,,-��i-�.-. --,�! Al WTIFF L FL # FL17484-R3 Application Type Revision Code Version 2017 Application Status Approved 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission fnecessaZ marts r- Product Manufacturer 3ELD-WEN Address/Pt-AAEm all 3737 Lakepgrt Blvd Klamath Falls, OR 97601 (800) 53S-3936 1bclojeltl wen.com Authorized Signature Jason Kantola PoC1Qleld-wen.cem Technical Representative JELD-WEN Corporate Customer Service Address/Ph-41Emaii 3737 Lakeport Blvd, Klamath Falls, OR 97601 (800) 535-3936 costa m ersarviceagen"O jakl-wen. com Quality Assurance Representative Address/PhoneArnaii Category Exterior Doors sub-tegony Swirpinq Exterior Door Assemblies can pliance Method certification Mark or Listing Corbfication Agency Window and Door Manufacturers Assoaaeon Validated By window and Door Manufacturers Assodation Referenced Standard and Year (ofStandard) etanderd YAK AAMA/WDMA/CSA 101/k.S.2/A440 2008 .Equivalence of Prduct Standards Catered By 1 �Seet-I fltliO1?Gli rtz,��ir NIN.gerANOS . _ FR9Nmafw- I lh'S1'A1'ION -- .(-_. i •� I � a 1 j I h I .-• •__,. it IImmix. ///---tN•Max i t WOODFRAMIMIONrtVPI Bel�i/ENr / a"IM SPACE i vciiTICAL�SE TIOry"'i"" j /r l I MHIDWANCE i I I "rtoM Ep0lkaN• IFRAME JAMB SECT�,N RYPI j Ii ! HOR¢)NTAL SECTION i j iX WOOD t tr i l I It I j DOOR WIDTH (7s rJ4" MAX.) j I , II MaX Frame DP Ratin Im act! I TYPICAL ELEVATION WITH FASTENER SPACING I I MµaetAxQ ij 75 i/4rt X 98 1/2" +/-50 NO �- --_-...______-.-..�___--_j L•- uwoonwe Pew ex<sr it Installed Fastener Schedule:--------___� 1. Seal flange/frame to substrate. General Nobs; 2. AN dbors: install corrosion Ilesldwt 08 fasteners no more than 4" from each corner and i 6' o.c. through 1 • The product shown herein is designed, tested and manufactured to Comply with the wind load criteria of the frame on all sides Of the door. Fasteners must be long enough to penetrate at least 1" into framing adopted Intematonal Building Code (IBC), the International Residential Code (IRC), the Florida members, n9 Building Code (FBC) and the industry standard requirement for the stated Conditions, 3. Install corrosion resistant 148 X 2" screws through each hinge into h 2. Buck, framing and masonry by others and is responsibility of erchhed or engineer of record. 4. Install corrosion resistant 2-#8 X 2" hews through each strike plate into rough opening. 4. � glazing shall conform to ASTM E1300. At minimum, glazing shall be tempered glass, 5. Maximum sizes are buck sizes and do not Include fin or flange. I --- -- - - 18' O.C. MAX. 14" MAX. j THOU FRAME FROM �I CORNERS j is" O.C. j MAX. THRU I FRAME I II I � I II This schedule addresses only the leat"Ing reQuIrsd to anchor the windoky tq achieve the rated deep pressure up to the size limitations Product Approval Method Method 1 Orton A noted. it is not intended 88 a golds to the Inert IBWn process and does PROJECrtMCdNmk oATe: not address the suWV tins Nstio that -' Date submaed n may arise in diferert well 04/22/2015 3737 Lakeport Blvd condkions. Forthe complete installation procedure. the Inatnxftr, EN 07/05/2Dn Date Validated 07/05/2017 see D Ve�io NTS Jmiy ,] �� I(la r ath Falls, OR. 97601 Pack go packaged with the door or go Phone: (800) s35-3936 F Data Pandinq FBC Approval nTIE www.jOld-wart.cDrf,r�sQurt;aafttg titon• Date Approved 07/08/2017 DISCLAIMER: rOVED ar: Siteline Wood Patio Door OutSwing This drawing and Its Contents are confidential and ere not to be D. Stokes 2 Panel reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 1DE IER No. P ANT NAMe AfO LOCATCON: CAD pyyG No,: REV. _ SjW2014-101 HawWns. Mrf FL # FL16439-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Ardnived r Product Manufacturer )ELD-WEN Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl ojeld-wen. corn Authorized Signature )anon Kantola fbcl ojeld-wen. com Technical Representative 7ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customersery iceagentsOjeld-wen. cam Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing x1 Agency American Architectural Manufacturers Association By American Architectural Manufacturers Association Standard and Yea (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ice of Product Standards By P, I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. from approved Evaluation or Validation Entity r Yes r No N/A Product Approval Method Method 1 Option A 16" o.C. MAX. FROM _ „mot vrNm ee®Ilar NAIL FIN INS'rALLA110N THftU FIN RNERS 1a" O.C. �i R . INISKE: MAX. TYP IMottpOx: yr THRU FIN ,tell sv,.,;E FROM �tei: 3H' 9PA� A i CLAD FRAME SECTION (TYp. %S �RTJ( SECr[ON r t i' 3 w�,....a.. >x moos, }., /PANE " a, k` - - � JAI4I45 S!�sECTlorrtmi ION 8 : 1urtRx xms.NZONTALSEC ENeEv,eltr (i ( I i CC 1 g i Qf"IR� Max Frame RatingImpact] _DP •DOOR WIDTH (87.25" MAX.) 87.25 x 122.5 TYPICAL ELEVATION WITH FASTENER SPACING I tvMwetMtz Installed Fastener Schedule: General Notes: 1. Seat flangelframe to substrate. 1. The product shown herein is designed, tested and aanufactured to comply with the wind bad criteria of 2. All doors: install corrosion resistant #8 fasteners no more than 4' from each comer and 161 o.c. through the adopted International Building Code (IBC), the International Residential Code (I RC), the Florida the nall fins on all sides of the door. Fasteners must be long enough to penetrate at least 1' into framing Building Code (FBC) and the industry standard requirement for the stated conditions. members. 2. Buck, homing and masonry by others and is resporgiblity of architect or engineer of record. 3. Install corrosion resistant # 8 X 1 1/2" pan head fasteners in the sill 5" from the comers and 12" o.o. into 3. At glazing shall conform to ASTM E1300. sutrfloor• 4. At minimum, glazing shall be tempered glass for patio door and double strength annealed insulating 4. Install corrosion resistant 148 X 3" screws through each hinge into rough opening. glass for transom. 5. Maximum sizes are buck sizes and do not Include fin or flange. This schedule addresses only the fasteners regdred to anchor the Window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the Installation process and does PRo1Ea ENQNFER DATE 9 P -- 01/25/2015 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall DRAWN BY: SCA1:: J �jL EN Warmth Falls, OR. 97601 conditions. For the complete Installation procedure, see the hnstn>ctons D. Vezo NTS Phone: (541) 882-3451 packaged with the door or go to CHECKED Sr: TITLE: www.jeld-wen.con'dresourcesAnstaliation. D, Stokes DISCLAIMER: APPROVED BY: Siteline Clad InSwing French with Transom Patio Door This drawing and its contents are confidential and are not to be P4J�V reproduced or copied in whole or in part or used or disclosed to others 7 except as authorized by JELD"WEN Inc. IOENTIRILR N9. PUNT %we CND LaAna,: CAD Doc. Me: REV: sNffT SJW2014-050 Hawkins, WI 00 NAIL FIN INSTALLATION IN INSTALLATION s• D.C. MAX. MAX rFR OM THOU NAIL Flat e• O.C. MAX. TNRU NAIL nil 1'MIN. EMSE6Melr ON �w00D F"'•�411E FOR DISTANCE FOR EWE; 3/4• L4'MA% 2X WOOD SHIM SPACE MR1 OL Alwf FOR ®6E:1/4' yr MAx atRM SPACE P MEMBEDFRAME SECTTVERwt. 8 JAMB SECTION�P) HORIZONTAL SECTION 1,r MAx Moan e,.ww....--.wis. SIaM SPACE 3 MtN DISTANCE Pw txNtf err BUILDERS VINYL SLIDING PD i 2XVa pFRA E I coon warn (71.7e• MAx) -� ?AIN.EAME➢MENT Max Frame j DP RATING IMPACT TYPICAL ELEVATION WITH FASTENER SPACING I 71.75 x 79.5 +/-35 1 NO Installation Notes: General Notes: 1. Seal 8anga/tarne to substrate. 1. The product shown herein is designed, lasted and manufactured to comply with the wind bad criteria 2. Use R8 PH or greater listener through the nail fln with sufnccilaM length to penetrate a minimum of 1- into of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). Building Code(FBC) and the industry requirement for the stated conditions. 3. Host Structure (wood buck, masonry, steel) b be designed and anchored to properly tinder all bads 2. All glazing snag conform to ASTM E1300. to the Structure. The frost seudwe Is she reaponsihifdy of the architect or engineer of record for the 3. At minimum, glazing shall be 1/8" tempered Insulating glass. projedof installation. 4. Use structural or composite shims where required. 6. Installation methods can be Walchenged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the budding code. Window to achieve the rated design pressure up to the eke limitations 7• Maximum saes are buck sizes and do not include fin or flengs. noted. It is not intended as a guide to the Installation process and does IAta>Lr1.latwN�: site not address he seaconsideration that may arise in different wag - 06/26/13 3250 Lakeport Blvd ng conditions. For Ile complete Installation procedure, we the instructions 3A ar: srxE 10amath Falls, OR. 97601 packaged with the window or go to D. Vezo NTS Phone: (541) 882-3451 www,jeld-wencamk.oumwlnelallaom. any- Tnic J. Kantola DISCLAIMER: AvmrnmBY: Builders Vinyl Sliding Patio Door This drawing and its Contents are confidential and are not to be P,�r,t��oo��!pyyy, Nall Fin Installation (71.75" x 79.5') reproduced or copied in whole a in part or used a disclosed to others UUU*JSOO except as authorized by JELD-WEN Inc. mDrra»e AANr rom No IDCArion uo owc No.: REv 11917 'As rsatao' SIW2013-040-F OO IOfI � w'wN.@BMxwrr `'� NAIL FIN INSTALLATION al wooO"0ME MA ENTA"ICE, Mom Wall. W I I I j x �W' 4• qq Aix -'-'� 777 9 .... LaNSPA¢ I MN, p61AN(P j F OM EOke: 3(a• CLAD FRAME SECTfON (TYP! SECnUN i �RCAL ,me w.x. , cow. 2x WOOD FAAra . jl ux t-'f2A1dE JAMS S4Ctt0N CTYp1 ��- �krtIZONTAL SECTfON ElVGOFHrr au._3.. (i 4 de 2 t 1 rr' wNot ..-. .. Ulm V%C1 m" L II Max Ora DF�ati'ri Impact TYPICAL ELEVATION WITH FASTENER SPACING, Nw,«srAct I g4tt X �ZZ 1p - } /-rj NO zx wcoo mArc MOM�"1"- Installed Fastener Schedule: - '' _ - ---- - : I. Seal flarhgelfreme to substrate. Noteste. 1. The product shown herein is designed, tested and manufactured to Comply with the wind load criteria of 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 119-, into the adopted International Building Code (IBC), the international Residential Code (IRC), the Florida the wood framing. For 2X wood frame substrate (nun. S.G. = 0.42). Building Code (FBC) and the Industry standard requirement for the stated conditions. 3. Install Corrosion resistant #8 x 1 1/7 pan head fasteners in the sill 5" max. from the corners and 12" o.c. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. into subfloor. 3. All glazing shall conform to ASTM E1300. 4. Install corrosion resistant 146 x 2" screws through each hinge into the rough opening. 4. At minimum, glazing for patio door shall be tempered glass, and glazing for transom shall be double 5. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all strength annealed insulating glass. loads to the structure. The host structure is the responsibility of the architect or engineer of record for the 5. Maximum sizes are frame sizes and do not include In or flange. project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations _ noted. It is not Intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the Complete installation procedure, seethe instructions packaged with the door or go to www.jeld-wen.com/resourceslinstallation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. •rM:Icc;t ent-.In�k: DOTE - 01/25/2015 3737 Lakeport Blvd w.wm ITl: swF: NTS JELaI VEN Klamath Falls, OR. 97601 D. Vac Phone: (541) 882-3451 Siteline Clad OutSwing French Patio Door Date Submitted 06/27/2017 Date Validated 06/27/2017 Date Pending FBC Approval Date Approved 07/06/2017 FL # RL16468-R12 Application Type Revision Code Version 2017 Application Status Pending F13C Approval Comments Archived r Product Manufacture JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl *jeld-wen.com Authorized Signature Jason Kantola flocl @jeid-wen.com Technical Representative JELD-WEN Corporate Customer Servlce Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 custamasaviceagents@jeld-wel, eom Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardoopy Received Florida Engineer or Architect Name who Hermes F. NDrero, P.E. developed the Evaluation Report Florida Ucense PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality AssurarIce Contract Expiration Date 12/31/2018 validated By Locke Bowden Validation Checklist - Hardcepy Received Certificate of Independence Fl_I6468 R12 COT COI JW SS 2015-04-27pdf Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 Equivalence of Prodlct Standards Certifledl By Florida Licensed Professional Engineer or Architect EL16468 R12 EaJiv ASTM E84EguNalency Letter SS 21 31. Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 4 1/2-TYP. 4 1/2"TYP. 11/2. OFFSET 1. i TYP. ANCHOR LAYOUT AWDIN 00•NPIIAYRIIR 11/4' MIN. EMKDTYk SEE TABLE i a' d py„ z >n � g 3 2X WOOD BUCK INSTALL. L2XWOODBACK ANCHOR PER BUCKANCHORTABLE (;j12X WOODOP{IYAM BUCK INSTALL. (/2X WOOD BUCK INSTALL. T C 7) -' Ip LAY NOTES: 4t/ I. 2X SUCK IS NOT FOR INSTALLEI KILN AT SILL. 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DE IAIL 4/3. SL230 MAN LEFT SLL30, RIGHT S1130, Ill JNL30, Wr SL220, LEFT S1.220, RIGHT 511.300, LEFT SL300, RIGHT SL.800 QUALIFIED SKIN PATTERNS .2soz.alo Ir . -1 I r.030:.010 �TY�PL-.-.G-ROO�VE DIMENSIONS 2X BUCK ANCHOR TABLE E'S" DOORS Vol, DOORS AS�ZE R MIN. EDGE MIN. CENTER ANCHOR TYPE SUBSTRATE EMBEDMENT DIST. TO SUBSTRATE TO CENTER DISTANCE MAKO.0 NAfi-O.G SPACING AT SPACING AT JAMBS JAMBS ITWTAPCON 1/4" CONCIIET11I W/4- 2-1/2' r 25' INNVIV ELCOULTRACON L/4' cONCRETE/CMU 1.1/8"-Colic. 1^ 1' 2S 361/1• CMu 1X WOOD BUCK EDGE CIA. f W %rr CH SEE TAKE SHEET2 �'� - WOOD ANOR EE TAKE ON SHEET 2 SILICONE uAwD ZX W OOD BIJCY tp D 2&• f� i!i iiii fir o rr % � MAX. SHIM WOW BUCK WOOD ANCHOR SEE TABLE ON &HEFT 2 MW- EMBED. SEE TABLE SHEET HEAD (TYPICAL)JAMB (TYPICAL) OPERABLE SILL 6' OUTSWING SHOWN -INSWINGSIMDAR OUTSWHNG SHOWN -INSWING SIMILAR 6 INSWING• NO ANCHOR REQUIRED ENDURA ZAIAS68F SILICONE SILICONE SILK:ONE 2% WOOD BUQ 21( WOOD BLKK 2X WC0D BUCK OPERABLE SILL OPERABLE SILL OPERABLE SILL OV TSWNG- NO ANCHOR REQUIRED AWING- NO ANCHOR RERURRI D OU75MIING - NO ANCNM REQUIRED AFCO J-2297 AFCO M276/P-2000 AFCO H-017 SLCONE 2%WOOD BUCK 51LKONE 1%WOOD BUCK SILICONE 2%WOW BUCK OPERABLE SILL OPERABLE SILL (M OPERABLE ADA SILL OUTSWING NO ANCHOR REQUIRED b` OUTSWING-NO ANCHOR REQUIRED 6 NSWRI6/OUTSWMG- NO ANCHOR REQUIRED APOO A-lI7 ENDURA ZDBL4565F ENDURA H135000 © OPTIONALLY, ANCHOR CAN OF PACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT ANDEDGE DISTANCE ARE ACHIEVED. PREPANDBY: BUILDING DROPS, INC. MENaMGI NYP,DL. M NA01, 0.Nex 9R:114•PMMiR u�NLP14MR .R/41YAeE•-m 8_ X Nej 02 a? y Z C Wex F LT3 oZ Q "%%YS F. 0 'lrv�; ' FpO'< ir SCALE: BUILDING DROPS, INC ME uNe NAw0.Y0.R4Itl 9NMNM14"33p �P14nP4•x YAN:emwNpe.-�. O s o Y ,a �Q F �F.3 T1 2 J' F JELDrWEN DESIGN PRO / SMOOTH PRO / STUDIO NON -IMPACT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WLTH THE CURRENT FLORIDA BUIW ING CODE (FOOL INCLUDING HVHZ AND HAS BEEN EVALUATEDACCORDWGTO THE FOLLOWING: • TAS 202.94 2. ADEQUACY OF THE FXKTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETARS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL COMMIONS F00. A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4, APPROVED IMPACT PROTECTIVE SYSTEM O REQUIRED ON THIS PRODUCT IN AREAS REQUMRNG IMPACT RESISTANCE. S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE AFCO H-491 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE WTP) OF 9.75 PSF. REMAINING SRLS NOT RATED FOR WATER INFILTRATION, H AUTHORITY HAVING JURISDK ION RCQUNRES THAT PRODUCTMEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCHTHAT OVERHANG (OH) RATIO OH LENGTH +OH HEIGHT 821.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAI.2XRUCKANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICALASSEMSUES 5 A NLMIZUN IAL ASSEMOULS, GLAZING DETAIL 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES H A COMPONENTS & BILL OF MATERIALS INTERIOR UEXTERIOp LOCK JAMB OUTSWING SHOWN • INSWING SIMLAR 9 - JJ9 X 13/4" PFH B-89X22T /a'PFH W/HARDWARE W/STRIKHAROWAAE ffi'-8"A 8'-0"UMRf 4- MFL STERIKE PLATEB 20 �� MTERXN DOOR HEIGHT QUANTITY INSTALLATION NOTES: PREPARIMM. BUILDING DROPS, INC 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCIOR LOCATION SHOWN. s11a I.uH%K HIL4.sn.su 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(5). MAXIMUM ALLOWABLE -:1 HR nw SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16 INCH OIL GREATER OCCURS. SHIMS)SHALL BE BUILDING DROPS, INC. NA HW7aw.N NON -COMPRESSIBLE COMPOSITE OR BETTER Ne6.IYY4AAa 1L1P•s1E 9a wITExA-w4r4rs..Nn ANMsuoLxlP94s 3. MINIMUM EMBEDMENT AND EDGE DISTANCEEXCLUDE WALL FINISHES, INCLUDING BUTNOT UMFFEDTO r y O STUCCO, FOAM, BRICK VENEER, AND SIDING. C1 liJ •^ § 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL O LZ7Z Ng�n OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O 371/2" MAX. ` g 3 ^d MANUFACTURER'S INSTALLATION INSTRUCTIONS, y Q ,. O.A. WIDTH W Y l 37 I/Y MAX. \ F G g IL LU S. FDA HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ;•Typ O.A. WIDTH O 0 y Tt- W 0� f= .. - JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - 1O 37 1/2" MAX. n W' s SHELL OF BLOCK. C2 ' TYP. _ Z $ Z2 ¢ Z 5€� OA. TH It Q W 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK I ® s 1 ® 'lL; D a p CONCRETE/MASONRY CONSTRUCTION. I O 2 $�T 2 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE p g 0 ® W FOLLOWING PROPERTIES: Ac \ WJ z g g J W A. WOOD -MINIMUM SPECIFIC GRAVITY OF O55, S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 P., . L�s V, `po tS C. GROUT -TILLED CMU-UNI75TRENGTH CONFORMBTO ASFM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �i .7 ^ s ~ CL. Of 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m ",-I w 1- 1O .�.I uu�=1 s I [7 PSI. O o u m �i'F 0m O y C D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORNSTO ASTM C-90WITH RRNMUM COMPRESSIVE STRENGTH Ym ® z Z I.I' 1 z L+£. 11 '-"7 OF 2000 P51. N z Q 3 ACTIVE < .. 'i s • C = 8. SEE SHEER 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR p '•� 0 • N �g5 / qE bar nKSAaAtAawA �� 61y DA LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPRUNG. 0- s ,JACTIVE IP I z 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINMUM REMARKS BY DATEI EMBEDMENT AND EWE DISTANCE ARE ACHIEVED. ARIA ML MMHIPA-led HX vv NOTE: 3iONS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. CONFIGURATION MAX. OVERALL NOMINAL SIZE OESWNPRESSURE IPSF) MISSILE IMPACT RATING WIDTH HEIGHT INS'WIme OUTSWING POE. PEG. POE. PEG. % 3'-0' 6'-S" 65' 1 65 65' 65 NON -IMPACT x W-O" e'-0" s0• so 50• 50 NON -IMPACT' XHNOE SCHEDULE HINGE DETAIL AT JAMB: PLACE IP9 X2- 'PFH SCREW NEXT TO WEATHERSTRIP MINOR \ 1-49X 2.In'PHIWPS FLATHEAD WOOD SCREW \- \ 3. SOX 3/4"PHILLIPS \ FLATHEADWOODSCREWS IXIFApR` 4- 09 PHILLIPS FLATHEAD WOODSCAEwS 17 USE 3/4' LENGTH FOR V-8" DOORS USE 1' L-0 ENGTH FOR 8'" DOORS rll� HINGE JAMB DUrswitm SHOWN - NSWLNG SIMILAR 3-tlB X2'PFH 13-NBX131VPFH(6'-8"UMDS) WOKE HARDWARE I'- M X 131r PFM (THY UMTN /ST 1_ MIN STRUARDLATE COMES W/HARDWARE / F� MELIOR 4-18 XI3/8"PFH 1 •REINFORCEMENT PLATE HOPPE N2$IZ296 ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK 5 OUTSWING SHOWN -INSWING SIIWIAR OUTSWRNG SHOWN -INSWING SIMILAR TOP REINFORCEMENT PLATE -ACTIVE PANEL WLLY MW IX WOOD SUCK EDGE DUST. O (OPTIONAL) SEE TABLE SHEET 3 3 CONCSETEANQHOR r SEE TABLE ON SHEET 2 0 tIII yr i y t, y CONCRETE/ -- _ MASONRY RYOTHERS CONCRETE/ MASONRY 1X WOOD BUCK IN OTHERS „ ixRff� (�TLONALI { 1 0.2255. SHIM CONCRETEANCHOR CONOLETE/MASONRY RY OTHERS SEE TAKE ON SHEET 3 PAW. EMBED. SEE TABLE S14EET2 HEAD (TYPICAL) Q_ JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN-INSVJMSIMILAR \ JJ OUTSWING SHOWN -NSWMW SIMILAR INSWRIO-NDAFKXOR REQENRED �L ENDURA ZARASM SILICONE 6NUCONE SILICONE LA °. CONCRETE/ CONCRETE/ n . By mNERYS MASONRY CONCRITU MASONRY BY OTHERS BYOTHERS OPERABLE SILL OPERABLE SILL /e'n OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED , INSWI 27/1p1�ORpCEJRiED OUTSVYIN6-NO ANCHOR REQUNED AFCO 1.7397 ANb M4 97 SILICONE SILICONE smaoNE 4 e' a MASL�L� tONCRETFASONRYj 'Q a MCIRICNETE/ a CONC ONRY BETE/ -OTHERS BY OTHERSMASONRY 8 OPERABLE SILL 9� OPERABLE SILL /10\ OPERABLE SILL MY OTTERS OURWNG-NO ANCHOR REQUIRED ISWING-MOAW.IMREQUUWD ��I17SWIN6/INSWING-NO ANCHOR REQUITED AFCO A-117 OUEMOUM ZOKA56SF 6NOUNA NCISOOOADA p OPTIONALLY, ANCHOR CAN OF. PACE'O IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, ��AA3` ES F.; YO 11, l` P'`.�w: .... SCALE: DWG. B: BUILDING DROPS, INC, /a11. IPNM NUN Nw, sR. 2a MIANA(H,NNeH bigil>Fm N%:G64NulN wRR...,.wYemLs.•..em, 4. CI'a Q C 2 z 0 g Z. x N Vr 91 Z j, L BUILDING DROPS, INC, M E L' WU NK1f MM1,A[. re a"NaE.P,,n1�1 M: (149119An4 rNx:1R9•IMcbn 3 g Oz! 'z 0 F H I- VLL�� p�2 N Z W z° W O cc U Z Q t PO.(� �flT P•r•�, �I. l t.- •••.•. •.fna� DATE 02.05.14 G YJM S SCALE: NTS DWG-M A010861. SHEET: 7 ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE MIN. MIN, EDGE DISTANCE DISTANCE 6,8000010 WW DOORS MAX. QG SPACEPORT JAMBS MA%.O.C. SPAaRGAT JAMBS WOOD SCREW r10 IX WOOD BUCK OR FRAMING 1- 3/4" 17-Ir1 17-1/4' TTW TAPCON 3/16" CONCRETE/CMU 1-1/4' 2-//2' 17-IM 17-1/1• ELCO ULTRACON 1/4" CONCRUF/CMU -3/8 1,2/4' -CMUCONE' 1" 17.1A. 17-U4' ITW TAPCON 3/16" CONCRET6/CMU I-1/4" 1" 10" 14-3/9' B2 2- R9 %2l/2" PFH sl7Mws OETAIL02 2-A9%z 1J2^PRI Tfp HOPPE 22 23 PFHSCREWS MULTNPOINT SHOOT BOLT PLATE LOCATION DETAIL 62 (RH PLATE SHOWN) MULTI -POINT SHOOT BOLT BOLT PLATE SHOOT 02 PLATE LOCATION BOLT PLATE HOPPE P209B911 ®_SILL SECTION VIEW ( HEAD SECTION VIEW lU IPIYNNNHINWIIpAN9Y/,NAA �jJJ •awNa acu.amNwcsrrr An4PrNL INTERIOR rn UEKTERIOR LOCK JAMB 5 OUTSWINGSHOWN- INSWINGSIMILAR 9.99 k 13/4' PFH 8-Jf9X21/Z"PIN W/HARDWARE W/STRIKE HARDWARE (6'-8' & 8'-0" UNITS) 4- MPL S7TUKE PLATES 20 �� INTERIOR HINGE SCHEDULE DOOR HEIGHT QUANTFLY 4 �TYP. ANCHOR LAYOUT ararawrowrA `N%NAYS F. 0JJJ�4 NOTE: �� rv�,.•' .• .P . NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (XI ONLY. 0 NOTE: A ';. T T ' 4U IIZTIVE AND ACTIVE DOOR PANEL i O� P;•'�4K, ORIENTATION IS INTERCHANGEABLE. �i. �p.,.• ......... HINGE DETAIL AT JAMB: LACE A5X 2.1 2" PFH SCREW NExTTo WEATHERSTRIP *LN1- J.- 09 X 2.1a- PHIWPS ATHEAD WOOD SCREW 19 X 31V PHILLIPS ATHEAD WOOD SCREWS #9 PHILLIPS FLATHEAD WOOD SCREWS SE 3/4' LENGTH FOR V-9" DOORS HINGE ., M ppUSE 1" LENGTH FOR 8'4' DOORS OUTSWING SHO�-WNN- JAMB SAWINGSSIMILAR 5 3-18 %2'PFH t3.118 kJ 3/8'PFH IE'�'LJNTf51 W/ STRIKE HARDWARE 15-AB X 13Ar' PFH (6'-LY UNIT51 1-MPL STRIKE PLATE COMES W/HARDWARE 21 fl(IEIIIDS INTERIOR 4.48 X 13/8" PFH 1- REINFORCEMENT PLATE HOPPE X2SI2295 7 PMPAREO BY: BUILDING DROPS, INC. Nse.ssxl. eua, Nro.rn.M 5ANL REKR. iL 13W1 PH:19l4)S%NT4 FAt NIgiAUTM wew o S��s It toJ �Wy� as slob n g: OI w n 2 QZ II 0 0 IAddA sKM4W*GMledl GL I1i NES F. p Arri,' �O :: S.dTAT 7 Jr ROCKWELL MULTI -POINT LOCK JAMB rS-'\ HOPPE MULTI-POINTLOCK JAMB �HOPPE MULTI -POINT LOCK 5 OUTSWNGSHOWN - INSWING SIMNAR OIITSWINGSHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACQVEPANELONLY DATE: 02.05.14 DWG. Y:1M 17HK. IS SS N SCALE: NTS DWG' N: A010861A SHEET: C S BIU OF MATERIALS ITEMR DESCRIPTION MATERIAL FRAMENEAD/IAMBS RNOM)OIRTED PINE SOUOPINE LAMINATEDVENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 END URAZAI1,4565FTHRESHOLD - S AFCO J-2297 THRESHOLD - 6 AFCOA-276/P-2000THRESHOLD - 7 AFCO H-497 THRESHOLD B AFCO A417 THRESHOLD - 9 ENDURA ZOBL456SF THRESHOLD - 10 ENDURA HO-WOD ADA THRESHOLD - 11 WEATHERSTRIP URETHANE LOAM 8 POLYETHYLENE 12 NON -COMPRESSION SHIM(D.2S' NA)(. THIS) COMPOSITE 13 (NOTUSM) - 14 (NOT USED) - 15 110 WOOD INSTALLATION SCREW W1I IA" MN, EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHFITS 2 & 31 STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET S) STEEL 18 KWIKSET LOCKSEIUES400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH K732287686.8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH 1132287809-0UMT STEEL 21 HOPPE MILLI POINT HARDWARE HL5900D STEEL 22 HOPPE MULHPOLNT HEAD SHOOT BUT PLATE IN 08784091 STEEL 23 HOPPE MULL -POINT HAD SHOOT BOLT PATE RH U783923 STEEL 20 ROCKWELL MULT-POINT LOCK O a O 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT 30LT PLATE #20999It M&AAED ON: BUILDING DROPS, INC. P4I.�,RMGN�fRN1 ua x1.eHHb�sTM N?q M tw:rA+WYpYaPMan Q W yp o 9€x g� Z 4t �y r e O W U I •I L o � - O R-"R�mAa�axi 7C$TIR OFRAMESHE OM/JAABO E O -r-� rrr r 1 O AFCO H-497 THRESHOLD O j- 4.6r U `TMD�ao IL4565F II III I AFCO A-117 THRESHOLD c OS ATHREESSHOLD47 O O ENDURA ZOBL45r.SF 9ENDURA THRESHOLD F- 4.SA• -{ �RESHo�76/P-2000 22 HEAD SHOOT BOLT PLATE (LH) _ o O� 4.51' ^� 1.75 HCISOOO ADA 23 HEAD SHOOT BOLT PLATE (RH) THRESHOLD _ u�Q 1.75" DATE: G SCALE DWG. SHEET i B FL t Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Ernall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Ernall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10970-R7 Affirmation 2017 Approved r ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbci@jeld-wen.com ]aeon Kantola fbcipjeid-wen.com ]ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 cusWmerserviceagenis@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 202 1994 rw I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my products) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r r r Yes No NIA Product Approval Method Method 1 Option A Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending F13C Approval Date Approved 07/15/2017 FlkN o- 14 3/8" I.C. MAX. CORNERS s/a" O.C. MAX. i �--- WINDOW WIDTH (52V MAX.)" TYPICAL ELEVATION WITH FASTENERS . • v tea Nrr a tie• 4 • 4 .. i vs• d . MIN EMTEDIIEMT (D! 1/4• MAX i � SHIM SPACE ➢DV CORNarG u99 ESICWE GLAZING ]ETALL TYPICAL VERTICAL FRAME SECTION NOTE, C Ak aftrsrn ."it and aar.4n0. - mew COWING u99 SILICONE I GLAZING OETAIL A /ai r-V41 MAX MASONRY (NCTL 210-3658-1A) Max Fram e DP IMPACT General Notes: At The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted Intemational Building 1. Seal flange /window to substrate. Code (IBG), the Intemational Residential Code (IRC), the Florida Building 2. Use 34e" Tapcon fasteners through frame with sufficient length to Code including the "High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" Into the concrete (Min. fc = 3000 psi) industry standard requirements for the stated conditions, or masonry (Conforms to ASTM C90). • All glazing shall conform to ASTM E130D. 3. Host structure {wood buck, stud framing and opening} to be designed • Minimum nominal glazing; V16" monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening, structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installation, protection is required by local building code. t 1 I I I U 4. Fasteners are not required through the sill. • Maximum sizes are buck /net sizes and do not include �0� This schedule addresses only the fasteners required to anchor the product to NwIER aiGlNEaI• DATE �` �Q- ,.•' �` - achieve the rated design pressure and impact performance (where applicable) up 02/24/2010 3737 Lakeport Boulevard scxE. �T�EI N �amath Falls, OR 97601 to the size limitations noted. his not intended as a guide to the installation O Tetzlaff NTS J (541) 882.3451 process and does not address the sealing consideration that may arise In different; 7 wall conditions. For the complete installation procedure, we the instruction,= * -: packaged with the window or go to www.field-vaen.wrnfresources£mstatlation. � -o T T AwwrnEosy: Builder's Aluminum (4100) Single Hung O • � "` Masonry Installation (52.125" x 72.00") This drawing and its Contents are confidential and are not to be reproduced or copied in whole or in parlor used or disclosed to others except as authorized by � aL �✓�e %� ,pETInER No. PINK NAMEMJD LOGttON: CAD OWG.Na: REY: SNF£r JELD-WEN, Inc. %78 MY44099 Venice Window Division t3AafoB_NCTl2.0-3ss6- 01 1 of 5 T 4.3/8" o.c. MAX. WINDOW WIDTH (52lj' AWL)-_:� 4+k' MAX. FROM CORNERS 1.C. SHM iAlf. SPACE DDV CORNING Iv. 1199 SLL]Ct]NE GLAZING DETAIL T_YPiCAL VERTICAL FRAME SECTI❑N NOTE. Cnu1k brireen unit •nd openkg y. DOV CORNING / r - 1199 SILICONE t • GLAZING DETAIL �! 1/4' IN% -OO NAIL FIN (NCTL 210-36513-1A) 1/4" MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTI❑N NOTE, CaWc •ftwen unit and opfNnp Max Frame DP IMPACT 152X" x 7z" +50/-50 N0� • The product shown herein is designed, tested and manufactured to FROM It -"a-~ I l�Vle-0. 1. Seal -nail fin to substrate, comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #8 PH or greater fasteners through nail fin with sufficient length to Code including the "High Veloci � Hurricane Zone' (HVHZ) and the Penetrate a minimum of 1Y" into the wood framing (Min. S.G. = 0.55). industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening) to be designed • All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host • Minimum nominal glazing: �Yis' monolithic or 1/8" insulated. Structure is the responsibility of the architect or engineer of record for the project of installation. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris 4. We recommend using Tegratite" installation • protection is required by local building code. I t l lift Maximum sizes are buck /net sizes and do not include fi SkI} I.,(typ. � g s! /� (http://www.jeld-wen.corn/newinstailationtechnology4 for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin wall thickness Nail This schedule addresses only the fasteners required to anchor the to .050"). Fin extends approximately 1.258" away from frame. product achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. II is not intended as a to the installation � %� ��' ,•'''"",•�,A PaoIER ENGINEER: -- 02/24/2010 3737 Lake port Boulevard Klamath guide Process and does not address the sealing consideration that may arise in different: : O � Tetzlaff SCALE:V NTS 1r Falls, OR 97601 (541) 882 - 3451 wall conditions, For the complete installation procedure, see the instructions * _ oar: TITLE: packaged with the window or go to www.field-wen.condresourceslinsialiatlon. Z -a T- T Am�aovEo BY: ~TmNo]EcrNa.: Builder's Aluminum (4100) Single Hung This drawing and its contents are confidential and are not to be reproduced or copied in whole in O� ,•�� Nail Fin Installation (52.125" x 72.00") or part or used or disclosed to others except as authorizes by JELD-WEN, Inc. 8La.�`,� IDENIIF]FR No. PLANT ` �ct�a HlnzA re MY44099 NAMe AND LocnnoN: Ixw; CAD , No.: Venice Window Division BM1o0_MCfL21D-3G5� REV: A 0� SHEET 3 of SN MAX. 14 3/8r O.C. MCORNERS AX. T O.C. IMX. n wnNDow WIDTH (szJi" 1AAX.)--� TYPICAL ELEVATI❑N WITH FASTENERS - /,-STIM P • The roduct shown herein is desi red tested ar tesr�°i NW T sTu• �' v � MAJ. TYro"ah \-v4• MAX \ SPACE a•� u» sCOa�i°cm ILAZIMG DETAIL. TYPI,CAj VERTICAL FRAME SECTI❑N LATE. CnuW bft•fen uNt and ppeNng 1 arinr� fETALL i 3/4' MA% Ef1IM P 9 comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane lone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/,e" monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. � ill Ift t • Maximum sizes are buck /net sizes and do not include f'r�sk�3f g s� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the Installation •T process and does not address the sealing consideration that may arise in differarri 7 wall conditions. For the complete installation procedure, see the instructions * _- packaged with the window or go to www.field-wen.comlrasouroeslinstallation. � -O �T T This drawing and its contents are confidential and are not is be reproduced �C'� copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. FBPE STEEL STUD NAIL FIN (NCTL 210-3658-LA) 3 Thread NIN, Through Stud--�-�•• 18 ga MIN. 1/4' SHIM STEEL S7UDDSPACE MAX mTUK TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NDrFi CauW betpen unit and aWNn9, Max Frame DP IMPACT I52 x 72' +50/-50 NO ate. II 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi}. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 5063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. PPM __ eCT V�gNE°t' DAB' 3737 Lakeport Boulevard 02/25J2010 Klamath Falls, OR 97601 Tetzldff scue, NTS LDe(541) 882 - 3451 6115iD 8Y: TITLE: w iA�Eo Builder's Aluminum (4100) Single Hung tnTmcD]Ecr Na.: Steel Stud with Nail Fin Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DVAG. No.: REy: SHEET 5 Of 5 � MY44099 Venice Window Division e�tt0o_t�Tt2to-3658• A �1 I 14 3/8" D.C. MAX. -- WINDOW wAnr (506" NAX.)---� F�MAX. CORNERS �Q� • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the Intemational Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3fa° monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. t tllili • Maximum sizes are buck /net sizes and do not include firYti� g Ott, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable] up � �4- ••'' _ to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different: N 7 . wall conditions. For the complete installation procedure, see the instrucUonE # .- packaged with the window or go to www.field-wen.cornlresourcestnstallation. f This drawing and its contents are confidential and are not to be reproduced or G'<`. �s copied in whole or in part or used or disclosed to others except as authorized by JEf.D-WEN', Inc. /�qAN raPE cERt zA 411" MAX. FROM CORNERS 7' WINDOW WIDTH (5496" WAX.) PACE OOV CORNING -s.sJ 1199 S11.ICOEE 0.AZING DETALL TYPICAL VERTICqL FRAME SECTION NDTE� Caulk brtnen uNt and apfMnO. r„A, 9av 1x11NEaaG ll99 S0ILTNE / ens I r 0.AZING IETALSHIM L vs• +wx SPACE WOOD FRAME (NCTL 210-3658-1A) 1/4• MAX SHIN SPACE 1 1/2' MIN. EMBEDMENT m1tlNSTEaQi• M APICAL HORIZONTAL FRAME SECTION NOTE, Caulk Mtreen unit nntl op•Nsq, Max Frame DP IMPACT 1.52Y" x 72' +50/-50 NO Installation Notes: 1. Seal flange !window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. ` � •��� �����"� 02/24/2010 3737 Lakeport Boulevard 'QO WN 3T: SCALE: ��EN Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 6Y: TITLE: APrRovmav: Builder's Aluminum (4100) Single Hung Wood frame Installation (52.125" x 72.00") IDENTIFIER No. PLNd'r NAME AND LOCATION: CAD DWG. No.: REV: SFffFr 2 of 5 acre MY44099 Venice Window Division BA4100 NCTL2ti}365rr O1 fit• M,M n :,c�i :n,u m � MW.ST�traW. ,j� ws• MAX 1 \ sPv'QNACE I Dow CORrING GLAZa1G DETNL 99 SRICOK TYPICAL VERTICA FRAME SECTION NDTE, CaWk 6rtrenen urNi and aprNrp u�99 aLKGNE / tie as I rLAZi/G iiETA0. ,..• NAx �SMIN SPACE -- ,a pa. MEN, ETrti slur STEEL STUD (NCTL 210-3856-1A) 3 Thread NIN. Through Stud -.�. ]8 Da. MIN. STEEL STUD �- SHIM SPACEMAX ,aT`ur v--_ t TYPICAL HORIZONTAL FRAME SECTION NOTE- CnulN betrrrn tint nrM ap•Nng Max Frame DP IMPACT 52 x 72° +50/-50 NO • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted international Building 1 • Seal flange /window to substrate. Code (IBC), the international Residential Code (IRC), the Florida Building 2. Use #10 PFH sheet metal screws or greater through frame with Code including the "High Velocity Hurricane Zone" (HVHZ) and the sufficient length to penetrate a minimum of three (3) threads beyond industry standard requirements for the skated conditions. metal substrate (Min. 18 Ga., Fy = 33 ksi). • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed • Minimum nominal glazing: a/e" monolithic or 1 i8" insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installation - protection Is required by local building code. • Maximum sizes are buck /net sizes and do not include firyt�a}t tl lgll�tt�, 4. Fasteners are not required in the sill, This schedule addresses only the fasteners required to anchor the product to �� PROfEC7ENG,NPtA: achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation `�� �4' ,r•"�` - ogre: 02J24/2010 3737 Lakeport Boulevard �L��N Process and does not address the sealing consideration that may arise in differerlt� � O .t TI'tztaff NTS Klamath Falls, OR 97602 (541) 882 - 3451 wall conditions. For the complete installation procedure, sae the instruc8onr� -?i packaged with the window or go to www.field-wen,comlresourceslinstauation. � -0 :• T• T � t o\,Eo BY: Builder's Aluminum (4100) Single Hung This drawing and its contents are oonential and are not to be reproduced or ; � ' � T/PRO1ECr N°.: Steel Stud Installation (52.125" x 72.00") copied in whole or in part or used or disclosed to others except as authorzed by JF10-WEN, Inc, SOT• \ Io�NTIDENTIFIERN. N = ,e MY44o99 PLANT RAWnAAND LfxATION. Venice window Division CAD DM. N.,:��" aael0o_Ncit21a3656 REV: 01 'H- 4 of 5 FL # FL 16299-R4 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived (- Product Manufacturer KAYCAN LTD Address/Phone/Emal 1 Memorial Drive Richford, VT 05476 (662)252-9991 Ext 231 joe.lundine@kpproducts.com Authorized Signature Joe Lundine joe.lundine@kppm&=.com Technical Representative Joe Lundine Address/Phone./Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joeJundi neakpprodu cts,com Category Panel Wells Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Eveluation Report - Hardoopy Received Florida Engineer or Architect Name who Robert J. Amcruso, P.E. developed the Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M. L.tich, PE P Validation Checklist - Hardcopy Received Certificate of Independence F116299 R4 COI CI 2435 Rev end 2209 Re_v_2_ ss.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2012 ASTM D2843 2010 ASTM D3679 2011 ASTM D635 2010 ASTM 07254 2007 ASTM E84 2014 ASTM G155-05a 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect R 16299 R4 Egwv EER 2209 Rev2 D6-Vmv1-Skiing ss.odF ss.odf FL16299 R4 Eauiv EER 2435 Revi PerfectimShinale5idina Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/08/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/20/2017 KAYCAN LTD n a � D6 RICHMOND & D6ASHBURY U"Z (PVC) SIDING q Q INSTALLATIONANCHOZWEDETAILS W �Sp GENERAL NOTES: INSTALLATION NOTES: j 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR m < (FBC)- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN RESPECTIVE SUBSTRATE. PRESSURE(S) SHOWN ON THIS SHEET (SEE TABLE). 2. INSTALLATION ANCHORS SHALL BE INSTALLED AS SHOWN ON THE "WOOD FRAME 2, STRUCTURAL PERFORMANCE RATING (DESIGN PRESSURE IN PSF) BASED UPON SIGNED AND SEALED INTERTEK TESTING INSTALLATION" SECTIONS ON SHEETS 4 AND 5. A SERVICES TEST REPORT NO. 10f062828TCR-002, DATED 2MI3 INCLUDING ASSOCIATED LABORATORY STAKED DRAWINGS. ). MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT z a'• 6 2.1. A SAFETY FACTOR OF 1 S WAS APPLIED TO THE MAXIMUM TESTED LOADING PER ASTM D 6206IN ACCORDANCE WITH THE LIMITED TO STUCCO, FOAM, BRICK VENEER AND SHIN% CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES . 4, INSTALLATION ANCHOR DETAILS: to. 2.2. BASED ON ASTM 03970, ANNEX A WHICH ALLOWS UNL17ATION OF A PRESSURE EQUALIZATION FACTOR OF 0.36 RESULTS IN 4.1. USE 0.1V DIAMETER x 1-IFZ LONG RING SHANK ROOFING NNL WITH 0.0/0" DIAMETER HEAD a A DESIGN PRESSURE RATING OF -135.9 PSF WHEN INSTALLED AGAINST A MINIMUM 7A8' TFMCK SHEATHING. A NEGATIVE FOR SIDING AND TRIM INSTALLATION. ao Q DESIGN PRESSURE SIGNIFIES PRESSURE LOADING ACTING AWAY FROM THE SIDING SURFACE. O < vi 2.3. DESIGN PRESSURE SHOWN IN DESIGN PRESSURE RATING TABLE ON SHEET S BASED ON INSTALLATION OVER SOLID 4.2. SEE SHEETS 4 AND 6 FOR ADDITIONAL DETAILS. CQ < 6 ~ m SHEATHING. SEE CHAPTER T. VINYL SIDING INSTALLATION OVER FOAM PLASTIC SHEATHING FOR A93JU37ED DESIGN S. ALL FASTENERS SHALL HAVE CORROSION RESISTANT CAATINGS OR BE MADE OF CORROSION 2 ` O PRESSURE REQUIREMENTS. RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. ` 3. ADEQUACY OF THE EXISTING STRUCTURAL WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SWING SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE r 3 W FOR THE PROJECT. MATERIALS WITH THE FOLLOWING PROPERTIES: s IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 44 lI 4. SUBSTRATES RECEIVING VINYL SIDING SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL 6.1. 2x WALL STUM - MIN. SPECIFIC GRAVITY OF 0.42 (EQUATES TO SPRUCE PINE -FUR). < z I SE ELIMINATED. 62. 7116" THICK PLYWOOD -SPECIES GROUP 1 OR 2 (APA VOLUNTARY PRODUCT STANDARD PS S. INSTALLATION OF SIDING ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND 1) MIN!MUM' L98 OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING 63. 7/18' OSB -SHEATHING GRADE (APA VOLUNTARY PRODUCT STANDARD PS 2) MINIMIMN. ,l AND RESIDENTIAL VOLUMES AS APPLICABLE AND THE MANUFACTURER'S 114WRLICTIONS Y�# S. SITE CONDITIONS THAT DEVIATE FROM THE DETAINS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A f LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. $ 7. WALLS WHERE VINYL SIDING SHALL BE INSTALLED MUST BE DESIGNED BYA LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR OTHER DESIGN PROFESSIONAL AS ALLOWED BY AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA VINYL BIDING SPECIFICATIONS: BUILDING CODE (FBC)- BUILDING AND RESIDENTIAL VOLUMES. 7.1. MINIMUM SHEATHING REQUIREMENTS ARE SHOWN IN INSTALLATION NOTE 6.2 AND 6.3. 1. KAYCAN BUILDING PRODUCTS VINYL SIDING 13 MANUFACTURED FROM A FORMULATED PVC S. WALLS WHERE VINYL SIDING SHALL BE INSTALLED SHALL BE PROVIDED WITH A WATER RESISTIVE BARRIER IN ACCORDANCE POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FOC)- BUILDING AND RESIDENTIAL VOLUMES. 2, WALL THICKNESS' 8.1. A WATER -RESISTIVE BARRIER IS REQUIRED PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND SHALL BE 2.1 DB: 0.060" MIN. MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS. 3. PANEL LENGTHS: 3.1. 06:12' - D' LONG Ra6an J. M+vum, P E. FIvMe P.E Na49792 TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 COMPONENTS AND BILL OF MATERIALS 3 COMPONENTS 4 VERTICAL INSTALLATION CROSS SECTION 5 TYPICAL INSTALLATION DETAIL DESIGN PRESSURE (PSF) RATING SIDING SERIES DESIGN PRESSURE (PSF) RATING (SEE NOTES 2.1, 2.2 & 2.3) D6 RICHMOND - 138.9 D6 ASHBURY - 138.9 E T! m C n 4 og �R 0.020 0V0.75 0.125 0 0.793 m 0 F�F 0.16 0.250 .3755 " $ 0.18E 1.043 0.750 1.375 1.700 DETAIL A I_�0.042 2.550 Id 1.543 a 60 1"700 4 KAYCAN VINYL �0 pal 45" 0750 3/4" J-CHANNEL 0.550 DRAWING NO, VJJ34 0 jai 0.125" R0.040 �c 0.375::��_/ 3 KAYCAN PRODUCT NO, ALUMINUM 1082 DRAWING STARTER STRIP/TRIM Nn, ACAAS-18000A pt,,w J. A-, P.E. Fbdde P.E. Nov 49M L 4 16' MAX. O.C. STUD SPACING STUD SPACING CS > 16" O.C. O 7/18" MIN. THICKNESS 7/16' MN. THICKNFS4 m 4 SHEATHING (PLYWOOD/OSB) SHEATHING (PLYWOOD/OSB) INSTAL A710N O n� O J a O ANCHOR ANCHOR g1 m 2 g H "Ji f m f OQF rY4 ✓od.X VINTL SIDING 1 2 WNt1 SWING lilt lt 11.13" VERTICAL 11.13" VERTICAL ANCHOR SPACING L J UANCHOR SPACING 16" HORIZONTAL 8" HORIZONTAL ANCHOR SPACING ANCHOR SPACING INSTALLATION ANCHORING FOR INSTALLATION ANCHORING FOR 16" MAXIMUM STUD SPACING STUD SPACING EXCEEDING 16" RoWd J. Aunav, P.E. (INSTALLATION ANCHOR MAXIMUM (24" O.C. SHOWN) naMr P.E. Na 4WS2 EMMBEDMENT INTO 2X STUBS) (INSTALLATION ANCHOREMBEDMENT INTO SHEATHING) 1143 11,13 5,56 556 ;L0.050 SURFACE EXPOSE it 1/8" (DQD6 RICHMOND PANEL/D6 ASHBURY DRAVUG ND, VSML-0800 PRUWCT NQ M-VASHD BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 KAYCAN D6 RICHMOND SIDING VINYL (PVC) 2 KAYCAN D6 ASHBURY SIDING VINYL (PVC) 3 KAYCAN STARTER STRIP VINYL (PVC) 4 KAYCAN J-CHANNEL VINYL (PVC) 5 INSTALLATION ANCHOR: 0.14" DIA. x 1-1/2" LONG RING SHANK ROOFING NAIL WITH 0.40" DIA. HEAD MIN. GALV. STEEL OR STAINLESS STEEL EXTERIOR 2 x 4 STUDS MINIMUM, SEE GENERAL NOTES 3, 6 AND 7 ON SHEET 1. INTERIOR 7/16" PLYWOOD/OSB SHEATHING MINIMUM. SEE GENERAL NOTE 7 ON SHEET 1. WATER RESISTIVE BARRIER. SEE GENERAL NOTE 8 ON SHEET 1. INSTALLATION ANCHOR SPACING. 11.13' VERTICAL SPACING (SHOWN). FOR HORIZONTAL SPACING, SEE TABLE AT RIGHT. HORIZONTAL ANCHOR SPACING (IN) 16" O.C. 2X STUD SIDING -COMPONENT SUBSTRATE SPACING (IN) D6 VINYL SIDING MIN. 7/16" PLYWOOD/OSS AND 2X STUD 16 STRIP STARTER $T MIN. 7/16" PLYWOOD/OSB (2X STUDS > 16" O.C. O6 VINYL SWIG TAN. 7/16" PLYWOOD/058 ONLY L-_� STARTER SFRIP VERTICAL ANCHOR SPACING (IN) 16" O.C. 2X STUD SIDING COMPONENT SUBSTRATE SPACING (IN) 06 VINYL SIDING MIN. 7/18' PLYWOOD/OMB AND 2X STUD 11.13 J-CHANNEL i6 MIN. MIS" PLYWOOD/OSB (2X STUDS > 16" O.C. D6 VINYL SIDING MIN,7/18" PLYWOOD/OMB ONLY 11.13 J-CHANNEL S ' INTERIOR 1 2 D6 VINYL SIDING 1 2 D6 VINYL SIDING = INSTALLATION ANCHOR O INSTALLATION ANCHOR O 16" VERTICAL ON CENTER SPACING - 2X STUD EMB. EXTERIOR ( 8" VERTICAL ON CENTER Ir SPACING - MIN. 7/16" SHEATHING ALUMINUM STARTER STRIP O OVINYL J-CHANNEL USED 4' MAX. AS VERTICAL TRIM 3O ALUMINUM STARTER STRIP D6 INSTALLATION D6 INSTALLATION J-CHANNEL VERTICAL TRIM ALUMINUM STARTER STRIP SEE ALUMINUM STARTER STRIP INSTALLATION FOR ATIDTIONAL DETAILS Robert J. APpmeb, P. FiWk P.E Nov 49752 ranee J. M,wuw. PE R.W. P.E. W. 070 1IJ 1 2 3 5 c ® SIDING PANEL OVERLAP ULU ID S t ® 8" MAX. O.C. SPACING ID u ®® 16' MAX. STUD SPACING TYPICAL won O O��Q o00 oi..z°° 0.15" �KE y Q R U a;1 OPTION 2 ANCHORING TYPICAL INSTALLATION DETAIL (IS NOT EXACT PROFILE REPRESENTATION OF D6 SIDING) Rabat J. Amaoso. P.E. Fbrba P.E. No. 49152 FL # FL16503-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived r Product Manufacturer KAYCAN LTD Address/Phone/Emall 1 Memorial Drive Richford, VT 05476 (662) 252-9991 Ext 231 Joe. lundine@kpproducts.com Authorized Signature Joe Lundlne Joe. lundi ne@kpproducts. com Technical Representative Joe Wndlne Address/Phone/Emall 402 Boyer St Williston, VT 05495 (662)252-9991 Joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundlne Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joe.lundine@kpproduds.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who RobertJ, Amoruso, P.E. developed the Evaluation Report Florida Ucense PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M. Urich, PE Validation Checklist - Hadcopy Received Certificate of Independence R16503 R3 COI CI 2511. RevO VirWl-Soffit ss.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2012 ASTM D2843 2010 ASTM D3679 2011 ASTM D635 2010 ASTM D638 2003 ASTM E330 2002 ASTM E330 2014 ASTM 3155-05a 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect �:_16503 R3 Eauiv EER. 2511 Re'JO V:nvFSOffit SS.edf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/08/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/20/2017 OsTAi NSWyEO a 2.• G.C. laX (NW WORD) lW F-0NNNM LEG OR T-NAIL a Q. O.C. MAX © Rq1 (INTO comamwwwowi FASCIA D.C." 411 MAX. I O STARES INSMLIED 12' O.C. NAz (IM M700) IN J-ONSu SU 1/8" MAX. 1'A1L A DETAIL B FASCIA F-CHANNEL STAPLES O.C. e 24ani D.G. FiL © STAPLES NSNLIdO a 2.'O.C. Am FRAWNG STARES �=*(,LEG e W O.C. MAX (NNW Op)IN F-LY4A SLOT 0 slat p1 5 tt• D.C. MAN: ONTO mracaeTE 0sorrR �mNCRETE. `G CMU OR 1/a' MAX. WOOD (NOTE 1) DETAIL C zXz Wood BAIT EN 1 p J-CHANNEL 11T6TAtuTgrl SCREW, 8 IN'9 ARAOIeESNr FA91DEA SPACED 24• 9 \ MW. D.C. 1/8• MAX �((�' / O SfAPLFS I. Mi ((I O 'T Y'j�' 12' O.G MAIL (INTO W000) N J-GNNN0. FRAMING Wslcs w6= o e III• O.C. NOT ONTO 61 J-CFNIIIIEi) w OR T-NWa a I r 5 Gar:. M J (WT9 CONCRETE/MATONRI) `CONCRETE. CAN) OR WOOD (Mare 1) -�} 1/8" MAX.CMU CONCRE7[ DETAIL D DETAIL E°°) DETAIL F J-CHANNEL J-CHANNEL J-CHANNEL FASCIA NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING U 24" O.C. OR CONCRETE/MASONRY. FASCIA BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. WOW BATH 10 IIII . 3 W000 WREW M dOlt ATTACN1ffrR FASTENER VACE0 24" Ili D.C. V Of a ROM J. Aum,:q P8- F1WW PE. No. "M KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETARS GENERAL NOTES: 1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDABULDING CODE- BU0.DING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) AT THE DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED TO AS E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330.14 WERE DIVIDED BY I.S AS REQUIRED BY THE BUILDING CODE. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE BASED ON 10' EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10", 12', 14-AND IS -ARE SHOWN ON SHEET 2. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN ROAD, YORK PA 1740. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IBIIS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 5. OVER►WNOS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION, 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REOISTERED ARCHITECT 8. SOFFTT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDrTION OF THE FLORIDA BUILDING CODE ARE SHOWN N THE APPROVED SOFFIT SCHEDULE ON SHEET 1. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. 10.2, KAYCAN BUILDING PRODUCTS ALUMINUM TRIM 13 MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM Ee TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 986 KSI. DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) VINYL SOFFIT SERIES INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FIDE AREA (SEE NOTE 21 (Pi (SEE NOTE I (SD• INJUNEAL FT.) (SO. Iii FT.) 12" TRIPLE 4 SOLID FASCIA / J-CHANNEL FASCIA / F-CHANNEL +68.7 /-G3.3 N/A N A / 140. 0623 SOLID SOFFIT J-CHANNEL I J-OWNNNEL F-CH NNEL I F-CHANNEL +56.7/-60 N/A N/A 12' TRIPLE 4 FULL-0-VENT FASCIA / J-CHANNEL FASCIA / F-CHANNEL +68.7/-56.7 4.18 4.18 NO. 0622 VENTED SOFFIT J-CHANNEL / J-CHANNEL +66.7/-86.7-- F-CHANNEL / F-CHANNEL 4.18 4.18 12' TRIPLE 4 FULL-0-VENT ECO FASCIA / J-CHANNEL FASCIA / F-CHANNEL +86.7/-80 4.18 4.18 N0. 0839 VENTED SOFFIT J-CHANNEL / J-CHANNEL +88.7/-BD 4, 18 F-CHANNEL / F-CHANNEL 4.18 NOTE 1: DESIGN PRESSURE RAVINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasil BASIC WINO SPEWS. THUS PROJECT DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Volt BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED !W 0.5 PER THE CURRENT EDITION OF THE FLOROA BUILDING CODE FOR COMPARISON TD THE DESIGN PRESSURE RATINGS ABOVE, NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", t4" AND 18'. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET S FOR CONNECTION DETAILS. TABLE OF CONTENT SHEET DESCRIPTION I GENERAL NOTES AND PERFORMANCE RATINGS 2 INSTALLATION NOTES AND DP RATINGS Al VARIOUS SPANS 3 INSTALLATION DETAILS. CANTILEVER CONSTRUCTION 4 INSTALLATION DETAILS. OVO4WID CONSTRUCTION S INSTALLATION DETAILS A THROUDH F 6 SOFFIT' PROFILES 7 CHANNEL AND FASCIA PROFILES / 13OLI / SOFFIT SCHEDULE TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION SPAN i' EAVE WIDTH (ROOF OVERHANG) SPAN -L' iMl-+ ;OF SEE DETAIL A" SEE DETAIL B" EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL F-CHANNEL @ WALL, FASCIA @ FASCIA END SPAN "L" l SOFFIT SEE DETAIL "A" / SEE DETAIL "C"- EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J•CHANNEL @ WALL, FASCIA (q FASCIA FNI) CMU OR E, y SOFFIT-/ �� CMU OR -/" W000 SEE DETAIL "D' SEE DETAIL "C" (NOTE 1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNELS I -CHANNEL @ WAILI, AND FASCIA END EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE 1) EAVE WIDTH (ROO OVERHANG) SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, C & D. NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING O 24' O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 1351 37 46 a76 4e6 a 3 ash 004 :F v V DETAIL A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 •J: T:.T;::.. ..: •!. 71. •.-. • IaSI ::r•.., ABs a a.i23 --afL 36 M4 DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 CMU OR WOOD (NOTE 1) • ::: ?; ?+FI j. 71 � is r: • . 'f TN.TT:::.. t•' a75 .37a 12 DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 R t. L�UL� dM a R9b.n J. Ama,so, P.F. FIMNN P.E. No. Ati F1w,m1 ve w. FbNN w VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS INSTAsu-ATKNV NOTES: 1. EAVE WIDTHS (SPANS) 1.1. THNS E INSTALLA71ON CROSS SECTIONS SHOWN ON SHEETS 3 AND DEPICT SINGLE SPAFOR EAVE CONSTRUCTION OF TRUSS WOOO FRAMING IN ERHER CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES NOT LIMIT SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 1.2. SEE TABLE ON THIS SHEET FOR SPANS OF 10', 12'. 14- AND 16'. 2. INSTALLATION FASTENERS 2A. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. 2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMBED TO STUCCO. FOAM. BRICK VENEER AND SIDING). EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. L 2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. 3. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANTMATERULLS COMPATIBLE WITH THE SUBSTRATE MATERIALS. S. SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS 3.4 AND S. FASTENER SCHEDULE reNeR oaAauPTxr+ AumAATErlo�"TE 1i0 LcaX NNYAueE 0..1 DMNAEIER X CONCRETE 1• 1/4- 1-1/2' T-4AIL OR MASONRY 0.072' DIAMETER X WOOD 1-3/4' 1/4' 1-3/4- TRIM NAL 16 GA X 7/16WIDTH CROWN STAPLE 1- MIN. WOOD 7/8' 1/4" LENGTH /e A 3" FH WOOD SCREW OR #8 A 3• FH TAPPING WOOD 1-1/2' 5/8' SCREW. 3/16" RW TAPCON CONCRETE CONCRETE SCREW OR MASONRY NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER THROUGH SOFFIT OR CHANNEL INTO SUPFOR'rWG SUBSTRATE W 0 WALL FINISHES. WHERE WALL FINISHES ARE PRESENT, THE FA ER LENGTH WALL BE INCREASED AS REWIRED TO MAINTAIN EMBEDMENT r)EPTH INTO SUPPORTING SUBSTRATE. °L 12" TRI FILE 4 FULL-0•VE14T / NO. OO2 VENTED SOFFIT INSTALLATION LSinnth IL' Length DETAILSATHRUF os it Pive Negi SHEE-T5) D&COTE&F 66.7 -56.7 10 A&BorA&C 66.7 -66.7 D&CorE&F 55.6 -47.3 12 A&BMA&C 55.6 -55.6 D&CorE&F 47.6 •40.5 14 A&BorA&C A7,6 -47.6 D&CorE&F 4L7 16 A&BorA&C 41.7 OVERHANG EAVE CONSTRUCTION EAVE WIDTH (ROOF OVERHANG) EAVE WIDTH (ROOF OVERHANG) lFA•= SOFFIT "A" "S'� CMU OR T_�/ / WOOD J SOFFIT (NOTE 1) SEE DETAIL "F` SEE DETAIL "E" CMU OR WOOD (NOTE 1) SEE DETAIL SEE DETAIL 9 EAVE CROSS-SECTION EAVE CROSS-SECTION .; SINGLE SPAN W/F-CHANNEL SINGLE SPAN W/J-CHANNELS F•CHANNEL @ WALL, FASCIA @ FASCIA END d-CHANNEL@ WALL AND FASCIA END 9 It -SPAN 1' �w F- SFAN •L" ;. " EAVE WIDTH (ROOF OVERHANG) EAVE WIDTH (ROOF OVERHANG) / SEE DETAIL A. SOFFIT SEE DETAIL -E"J CMU WOOD I/�,/ (NOTE 1) SEE DETAIL "F'J S SEE DETAIL 'B•J MU CWOOD R (NONE 1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/F-CHANNEL J-CHANNRL @ WALL, FASCIA R FASCIA F,ND F•CHAINNEL @ WALL, J-CITANNEL W FASCIA END SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F. NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. R: =E 8 a PE I R0,093 793 165 12 0, 18 5• 0,5 6 a 1.54-1 LL 1 /2" J-CHANNEL/TRIM VINYL (No. 1100) 15 TO WOO _ < 25 �-7 022 59 1.25 gg °! LWU g tI 4" FASCIA LL; SMOOTH so s I 18 .51 1 ALUMINUM (No. 9700) J gIgI■1 62 .7 5 .7 5 R.156 0.02 0.04 R0.156 785 .71 R-hO,rJ. Amdub, Pt. FmyP x. wo 4tlN1 3 1/2" F-CHANNEL/TRIM VINYL (No. 1178) DA We 11 U STEEL FASCIA SERIES BILL OF MATERIALS ITEM DESCRIPTION MATERWLL 1 SOFFIT -SEE SCHE VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT J�HANNEL F-CHANNEL 4 ROM J. An,pup, P.E. FNAyF PE. NO.4tlr51 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10124-R20 Revision 2017 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r— Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/20/2018 John W. Knezevich, PE P/ Validation Checklist - Hardcopy Received FL10124 R20 COI 2017 01 COI Nieminen.t�df Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/20/2017 09/27/2017 09/28/2017 12/12/2017 Year 2015 2016 2010 2011 1995 TRINITY ERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start• Eave/Rake Starter Strip Shingles and WeatherBlocker- Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart" Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch'" Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyons and Grand Sequoia' series asphalt shingles. StarterMatch— are installed as the second starter for Grand Canyon* and Grand Sequoias series installations. S. LHMITATOONs: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5_4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vase = 150 mph (V it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Va,d=150 mph (VWt =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.G. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStan Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturers current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: � Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Y Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, LLC. Certificate of Authisrhanion #9503 Evaluation Report 01506.01.08-R21 FL10124-R19 Revision 22: 08/26/2016 Page 4 of 6 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate cifAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 GAF Evaluation Report 01506.01.08-11121 1 Campus Drive FL10124-R39 Parsippany, NJ 070S4 Date of issuance: Ol/03/20o8 SCOPE: Revision 21: 08/26/2026 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P-E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official - This Evaluation Report consists of pages 1 through 6. Prepared by: YNwnntr".,. Robert J.M. Nieminen = �" �'a`�S� G, Mfacsrmgeseala ' P.E. T .''at. � ta•�. VP ePn--g was autheriud by Robert raeminen, �'y'••••r""' P•Londe/26/zat6.This don not serveuanelectronicagysigred FforidaRegistratfonNo.5916b,FforidaDCAANf1983 document. Signed. sealed hardmp4es have been transmitted to the CamFKAT1pIN OF INOEPENOENCE: Product Approval Administrator and to the named client 1. Trinity IERD does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY -ERD 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-Inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5' Sealant 1" (292 mm) 1' Sellante (25 com) (25 mom) Endult detawhdRe • 12" Nail (� mm) Clavo gg SIB" • 7 5!8' Closer (168 -194 mm) I 12, (305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPS Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 1` i2ri t Ci, 1 �erl�ryFr, Pict i:F15 •r... 4' ,.V.=j se:`rt 6,4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Certificate of Autharizatim #9503 Evaluation Report 01S06.01.08-R21 FL10124-R19 Revision 21: 08/26/2016 Page 5 of 6 TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category; Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entltv Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM 03462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02 NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04N913850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM 03462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM 03161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM 03161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 D6CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 2740) ASTM D3161, 03462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 D8CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01SO6.01.08-R21 Certificate afAUdwrizadw #9503 F1.10124-R19 Revision 22: 08/26/2016 Page 2 of 6 TRINITY ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (947) 664-3281 Exterior Research and Design, I.I.C. Certfj wtv of Authorization #9503 - END OF EVALUATION REPORT - Evaluation Report01506.OLO8-R21 FL10124-R19 Revision 21: 08/26/2016 Page 6 of 6 TRINITY ERD EEtlty Examination Reference Date UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05AS12009 UL(TST 1740) ASTM D3161,D71S8, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 09/27/2009 UL (TST 1740) ASTM 03161,D7158, D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTMD3161,D7158,D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 OBCA06100 01/30/2010 UL (TST 17401 ASTM D3161, D7158, D3462 IOCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA48408 1Z/08/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, U.C. (TST 9628) ASTM D3161, D7158, D3462 IZCAS8151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA39083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, 03462 4786875675 07/17/2015 UL, U.C. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan CM IN 03/02/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRHPTiow 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax", Royal Sovereigns and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot", Camelot® 11, Fortitude", Glenwoodt", Grand Canyon°, Grand Sequoias, Grand Sequoia® IR, Grand Sequoias ArmorShield'", Monaco", Sienna", Timberline" American Harvests, Timberline® ArmorShield- 11, Timberline" Natural Shadows, Timberline HDm, Timberline® Cool Series", Timberline Ultra HD" and Woodlands are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge" Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge" ArmorShield- Ridge Cap Shingles and Timbertex" Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC. Certifkate o/Authorizatim #9503 Evaluation Report01506.01.08-R21 FL10124-R19 Revision 21: 08/26/2016 Page 3 of 6 METAL DRIP EDGE AT RAKE APPL.LED OVER UNDERLAYMENT = ASPHALT FELT ROOF SHEATHDIG NAM DITFI m UNDERLAYMENT _ 6d NABS 01111MUSFMNMO 6' W. ROOF SHEATHING NAIL 2 EDGES 6d N A LS GMMMVN0 4' O.C, METAL DRIP APPLJED OVER SHEATHING USE CILY EMM MRS TO HOLD LIAN3"YNM INUNT SHENSI I A LPLACE� S ROOF UNDERLAYMENT APPLICATI❑N TYPMAL rue GWILMO RK semian Etc L RDOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507. FBC, 2030 2. FOR ROOF SLOPES M2 UP TO 4d2 UNDERLAYMENT SHALL BE A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS- (SEE ABOVID FBC 1507.3.81 3. FOR ROOF SLOPES 4-12 OR GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS, STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED SUFFICD=NTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAUD. FBC 1507.3.82 4. DRIP EDGE- DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROWS AND OVERLAPPED A MINIMUM OF 2 INCHES EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND BACK (IN THE ROOF A MINIMUM OF 2 INCHES. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12. ON CENTER, FBC 1507.&8,3 9' STARTER STRIP IBR COURSE OF 24VERTED SHINGLES ASPHALT CEMENT 159 ASP,MILNT FELT UKDERLT STEEL PLYCL 8d IRS NA PLYWOOD NAIL PATTERN (ROOF) 15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS 2 6' D.C. E EDGES AND 8' D.C. MAX. IN THE FIELD. USE 1/2' STEEL PLYCLIPS. START THIRD COURSE WITH FULL STRIP HIM FIRST TAM — START SECOND COURSE � T� STRIP MINAS START F1W FILL STRIP COURSE WITH R❑❑FING APPLICATI❑N L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE 14ANL FACTUiERS INSTALLATION INSTRUCTIONS, 2. ASPHALT SHINGLES SHALL BE USED ONLY [N ROOF SLOPES OF Bile OR GREATER. FOR ROOF SLOPES FROM 2112 UP TO 4dE DOUBLE UNDERLAYMENT APPLICATION IS REQUIRE& 3. UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1 FBC 1507.3.3 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM B225 OR ASTM D3462. FBC 1507.3.4 3. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, AND COMFY WITH ASTM D225 OR ASTM D34M FBC 1507.35 6, FASTENERS FOI ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, INUM ALUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH SHAW WITH A MINI" 3/8' DIAMETER HEAD, (IF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINDKM OF 3/4' (191,1110 INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. FBC 1507.3.6 7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF ASPHALT SHDNGLES SHALL CONFMM WITH ASTM B3161 (MODIFIED TO 110 MPH) OR N-DC PA 107-95. FBC 1507.3.7 0 � -1 t (14T �P � st P�l v p U\, A