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HomeMy WebLinkAbout6754-6780 Basswood CirCODES: FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 5TH EDITI❑N 2014 C❑NSTRUCTI❑N TYPE1 3-B BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02) NATI❑NAL DESIGN SPECIFICATIONS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIFICATI❑N GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE, 6' SLIDING GLASS DOOR _o,/—oz 7' LEFT ELEVA TION ou .... .'.0 SH35 3068 10'x7' SECTIONAL DOOR 21/+23-21/+23 FLORIDA APPROVED RATED FOR INDICATED DESIGN PRESSURES MIN CLOPAY MODEL#73-W4 (FL 16107) OR EQUIVALENT 18/+20 6' SLIDING GLASS DOOR 1. ., 6' SLIDING GLASS DOOR 21/+23 0 0 10'x7' SECTIONAL DOOR..:, 3068 SH35 3 68 10'x7SECTIONAL DOOR / FLORIDA APPROVED-21/+23 21 +23 SH35-21%+23 FLORIDA APPROVED RATED FOR INDICATED DESIGN PRESSURES MIN - RATED FOR INDICATED DESIGN PRESSURES MIN CLOPAY MODEL#73-W4 (FL 16107) 21/+23 CLOPAY MODEL#73-W4 (FL 16107) OR EQUIVALENT 18/+20 OR EQUIVALENT- 18/+20 ►r• 28'-8' 6'-8 6' SLIDING GLASS DOOR -21/+23 10'x7' SECTIONAL DOOR 3068 SH35 FLORIDA APPROVED RATED FOR INDICATED DESIGN PRESSURES MIN-21/+23-21/+23 CLOPAY MODEL#73-W4 (FL 16107) OR EQUIVALENT-18/+20 6' SLIDING GLASS DOOR -21/+23 PLANS EXAMINER 6' SLIDING GLASS DOOR -21/+23 RIGHT ELEVA TION 5/12 a Ld. 'ao .z J: J . O. ® Ll 10 CU FFE 10'x7' SECTIONAL DOOR 3068 SH35 FLORIDA APPROVED +23 J RATED FOR INDICATED DESIGN PRESSURES MIN-21/ +23 -21 / CLOPAY MODEL#73-W4 (FL 16107) 10' OR EQUIVALENT-18/+20 1 6'-8" -�� 14'-8N _) FRONT ELEVATION � 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 2010 edition David W. Smith, P.E. #53608 AREA'S LIVING 1108 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1484 S,F, UNIT 1 15'-8" T d- i '-4" 13'-4" SH35 EGRESS 14'-8" BEDROOM #2 M AREA'S LIVING 1090 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1466 S.F. UNIT 2 7,-8a �N 12' � 12' 1- 15'-8 4" CONCRETE PAD 4" CONCRETE PAD I 12'-8 164" 16' SLIDING GLASS DR 1 4" 6' SLIDING GLASS DR SH35 EGRESS '-4 BEDROOM #1 6 BF a 5' E 8, P '-4 A TRYa a' BF W.LC. I REF I a VZFiVE' 2-8 P.D. ® OD 2'-8" I CD KITCHEN in BATH p I o � I DW I 6 WALL --— — — — — — — — — 1-6 BF L0. 102-s ATH 12/-4" ° 6 WALL o DI ZYER A/C . D t a �4TATn _ 0 DINING/LIVING ROOM 4'- GARAGE, i 'i 2'-4 AREA'S LIVING 1090 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1466 S.F. 5 T I 5'-4" 13'-4" SH35 EGRESS —166'-8 / — 8 N o� 12' 4" CONCRETE PAD 12'-8 6' SLIDING GLASS DR �4" AREA'S LIVING 1090 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1466 S.F, 4" CONCRETE PAD ,I d' I 14'-8" (4" 6' SLIDING GLASS DR • AREA'S LIVING 1090 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1466 S.F. AREA'S LIVING 1108 GARAGE 288 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1484 S.F. I' - c 8 I " 12' 12' 4" CONCRETE PAD 4" CONCRETE PAD ,I 12'-8 �4• 6' SLIDING GLASS DR �4" 6' SLIDING GLASS DR 12'-4" 14'-8" 14'-8" 12'-4" 12'-4" 14'-8" 14'-8" 2'-4" 12'-4" 14'-8" J J J J J BEDROOM #2 I BEDROOM #2 i BEDROOM #2 I BEDROOM #2 a I BEDROOM #2 � U7 J M (� L0 BEDROOM #1 3 BEDROOM #1 10 Q~ 3 BEDROOM #1 Q BEDROOM #1 jn Q BEDROOM #1 ' W � W+ Of W Of W It .-� w Of zL� zU_ ZL- zL� zL� oof ox oa oaf oof o ofo o afo Ofo cD � co Ld cD W co W co 2 w� �6' BF 2-6 WLU 2 6' BF ____ __ —8 2 w� �6' BF 2-8 ww 2 6' BF _ _ —8 wLd = �6' BF 2-8 W - • L. • l. a L.� L.� Ld W M W o 5' BF 3'-7" 2-a 2', jr)4 / " —9 N D_ o W I / N ; N -9 ' 2'. 4" '-11" -8 5' BF W �' W 0 5' BF 3/-7" 2-a 2'. 4" / a —9 N o W W I / r I R1 -9 I 4" '-11" -e 5' BF IY o W W 5' BF 3'-7" 2-8 2'. 4" —� I _ N117) rn W.I.C. V) 1 SHELF N N '-4" PA TR N PA TRY —4 N-4" PA TR N PA TRY —4 d N '-4" PA TRY 1. 11 3' BF 3' BF W.I.C. I w w 3' BF 3' BF I REF I REF i = I W.LC. = REF REF I W. 1. = I W. = 3' BF h N REF I I-N 1 SHELF N N 1 SHELF N REF —WATER LINE '— "kk REF —WATER LINE _1" REF —WATER LINE 2-8 P.D. —W NE-' 2-8 P.D. 2-8 P.D. NE 2-8 P.D.V 2-8 P.D. 2/-8a 2/-8N d 12'-4" Jo KITCHEN ® ® �j KITCHEN d- 12'-4" J o KITCHEN I� ® Ib % KITCHEN ` 12'-4" J o KITCHEN CI AE I BATH o ® ce ® o I BATH I I BATH o ® (@ o l u7 BATH IAE�) BATH o R ES R ES R ES 0ES Lp �4" O . i i i i O . R (h ES 2[(D O i i i i G O O O O 6 WALL ❑ i DW I OW I 6 WALL 6 WALL ❑ I DW 1 I DW I gg 6 WALL 6 WALL i DW • • OEU CLO ----�— y-- -- 1--------- L0. O • • I� O CLO --- i -- -- I --'------- L0. O 0 • • O CLO ----1— ` -- 1-6 BF 1-6 BF a 1-6 BF 1-6 BF i a 1-6 BF �0 �0 k0 �0 �0 �O I I I I I I TBATH 2_8 0' 10' 2-8 T -BATH- - _ _ _ _ _ In In BATH 2_8 0' 10' 2_s --BATH- _ _ — _ _ � BATH 2-8 10' 121) 1'-4" 12'-4' 12'-4" 12'-4" 12'-4' oDRYER VENT 6 WALL I 6 WALL oDRYER VE oDRYER VENT 6 WALL I 6 ALL O DRYER VEN O DRYER VENT 6 WALL I q/C ° A/C W D e D W A/C A/C W D o�� D a❑ a a❑ a a❑ r�HWH HWH HWH HWH HWH HWH ( I { I CESS �4" 2'-4" _ _ _ ® Access _ 0J UCTPECSS 3-0 d 0 (1J 3-0 0 Z3_ DINING/LIVING ROOM ! DINING/LIVING ROOM DINING/LIVING ROOM I DINING/LIVING ROOM DINING/LIVING ROOM aD GARAGE GARAGE 4 GARAGE I GARAGE cu GARAGE N N 00 pp 0J CU CIJ �I CU 2'-4" �' 14'-8" 14'-8" 12'-4" ��— 12'-4" �}� 14'-8" —{ � 14'-8" 12'-4" I �i I� I 12'-4" ►}i' 14' 3068 r------- --� r—---------- 3068 I a I I I SH35 4" a I 00 I I I N �4 � 8� I I I I I I I I I I I I I I SH35 F -1 COVERED FRONT PORCH I I I I COVERED FRONT PORCH I I H 3068 r------------ r-----------� Sass I I I I SH35 �4. 8 I I I I " �4" SH35 I I I I I I I I I I COVERED FRONT PORCH I I I I COVERED FRONT PORCH 10' GARAGE DOOR 10' GARAGF DOOR 10' GARAGE DOOR 10' GARAGE DOOR Of � ALUM RAIL111 —I �� ALUM RAIL) s'X16' CONC BLOCK COLUMN 1'-8" 3'-4" 10' 10' 11- -"r' 1'-8" 3'-4"j I 1,_8" 1'-8" 14'-8" 10'� 10' 14'-8" '_6'-8" - NOTE: R311,2 EGRESS DOOR ONE SHALL BE PR❑VIDED FOR DWELLING R303 WINDOW AREA 8 PERCENT OF FLOOR AREA OF HABITABLE ROOMS R302,5,1 A SELF—CL❑SING DOOR BETWEEN GARAGE AND RESIDENCE R302°6 DWELLING/GARAGE FIRE SEPARATI❑N SHALL BE IN C❑MPLIANCE WITH TABLE R306,2 (NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIV, APPLIED TO THE GARAGE SIDE.) 4'-4 14'-4" - 10' -I 10, .1, 4'- BEDROOM j 4' BF 4' BF e 2-8 I I 0'-9" I 1 2-8 € REF PANTRY 1-6 I I ®KITCHEN ALTERNATE PANTRY 3068 I I I I SH35 14" 8 I I 'l I I I I COVERED FRONT PORCH I I I I 10' GARAGE DOOR / 4'-4" 6' 166'-8" jE 2-8 BATHROOM I 2 -8N 0' E I 2-6 BF ® ° ° DW A/C HWH ; I Ej GARAGE 3 3ALTERNATE WASHER/DRYER r- - - - - - - - - - - - I I 3068 I " 14 I � I I I I I I SH35 I I COVERED FRONT PORCH 10' GARAGE DOOR ,LUM RAIL 10'— IM�A P�A ki ZA - LO M N I I �:NWX16' CONC BLOCK COLUMN W_AVzW (f RICK GOLLHARDT - DRAFTSMAN 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 5th Edition 2014 David W, Smith, P.E. #53608 J G ENGINEER LICENCE #53608 813-781-3651 Tgollhardt@tampabay.7T.com D.W.SMITH,M.S.,P.E.#53608 FLORIDA PRDFESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525 PHONE, 352-521-0865 FAX; 352-521-0867 E-MAIL, dwsf[pe@earthlink.net FLOOR PLAN SHEET OF 2 OF 9 SCALE D.N.S. DESIGN/DRAWN R. GOLLHARDT DATE 20 JUL 201 CHECKED D.W.S. JOB NO, 2016-105 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 8' 7'-8° 7'-8" 7'-8" 7'-8" 2e' 15'-8" ►}-■ 12' 12'}� 15'-4" 15'-4" — 12' I 21 15'-4" 15'-4" ��-■ 12' 12' �1- 15'-8" T4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD a I 5'-• 4" 13'-4" 12'-8 14'-8' 14' 4' 3'-4" 4 5'-4° 12'-8"If 44—" �4" 4" l4" l4" 4" � l4" ® ® E ® E E E E E ® MI 6' SLIDING GLASS DR 6' SLIDING GLASS DR S GSS 6' SLIDING GLASSDR 6' SLIDING GLASS DR EMS GESS — — — — 6' SLIDING GLAS DR — r----------------------------------- 6' SLIDING GLASS DR EGSS EGRESS II1II�II1III�IIIII IIIIIIIIIII1IIIII IIIIIIIIIII11III1II IIIIIIIiIIIIIIIIIII1IIIIIII�IIIIII IIIjIIIIIIIIIiIIIi1IIIIIIIIIlIIIIII CONCRETE (3000PSI) WITH #10 IIIIII1IIIIIIiIIIIIIIIIIIIII1IIIIII 4" CONCRETE (3000PSI) WITH #104' 4" CONCRETE (3000PSI) WITH #10 MESH OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN ®e®®®®® ®®®®®® 6X6 MESH OR FIBERMESH ON 6 VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED MIL POLY I 00 6X6 MESH OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN6X6 COMPACTED P❑IS❑N TREATED COMPACTED P❑IS❑N TREATED S❑IL. VAPOR BARRI❑R S❑IL, VAPOR BARRI❑RI S❑IL, VAPOR BARRI❑R C C C C mC C MATERIAL BE LAPPED C C MATERIAL TO BE LAPPED MATERIAL TO BE LAPPED I I I 6'WITH SEAMS TAPED 6"WITH SEAMS TAPED 6"WITH SEAMS TAPED � ( SHEET OF SHEET OF SHEET OF SHEET OF SHEET OF 6-16OF9 6OF9 6OF9 6OF9 6OF9 55' -4" 55'-4" 8'-4" 5 3 iIIIIIIIIIIIIIIIjIIIIIII 52 4 "23 �4"® �4"®�4" � l4"E 4" 12 W X 20 H M❑N❑CITRIC SLAB 1 STORY PER FBC R403 SHOWER RECESS SHOWER RECESS W- ❑CITR SHOWER RECESS 1ST❑RY PER FBC R403 #5 REBAR CONT. 3' CHAIRS TYP: (2) #5 REBAR CONT.(2) ON 3' CHAIRS TYP,❑N " 2-8" III1I _" 2-8 ,_8" 2-8 8 ,'Y I I I �" 8"8" II11IIII III1II IIIIIIIIIIII IIIIII1IIII LO 15'-4" 3' II 13 2'-4' 3, LO 7'-8" 2-4' 3-0 IIII IIIIII =�:N81' N 0� N -o CN oa� GARAGE GARAGE GARAGE �p GARAGE _ GARAGE IIII IIIIII IIIII d.-I ad II 00N �u ®I -� ® v i.-1 , 12'-4" 12'-44'-8" 2'-4" 2' -4" 14-8" I114/-8# 2'-4" 15'-4"5'-4' OD III II = I N I N 3068 =SH35 SH35 3068 a\ a =I a 3068 =N 3068 H353068 J —— ®I ® III ®A a N V'\ V'N III W CL 4" 1 0 CO `n J-i �4" 4 �4" �3 ,_4 4 f4 ,8-� 3-® 4 I II BB 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD III 4" CONCRETE PAD 4" CONCRETE PAD T I 4" CONCRETE PAD 10' GARAGE DOOR 10' GARAGE DOOR II 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR L— 10' GARAGE DOOR —--------- -------------—----------- _E — — — ----------JL--------------- 4'-8" 10, El El I Is A 10' 14'-4" E El TE 0' 14'-43-4 El Ml 1014-4 " E El E 14-410' N -4 MI li E: "B .4' -8 B 'ao-• " " A 166'-8° 8"X16" CONCRETE COLUMN WITH (2) #5 REBAR FROM F❑❑TER TO LINTEL BLOCK EDGE OF F❑❑TING NOTE: I 1-#5 DOWEL IN CORNER INDICATES 1-#5 REBAR IN FILLED CELL FROM J F❑OTING TO LENTAL STANDARD 90 DEGREE BEND Cu VERTICAL REINF❑RCING N LOCATED AT EACH SIDE OF ALL WIND❑WS WITH 25 LAP MINIMUM GROUTED ACI 90 STANDARD TYPE 'S' MORTAR B'XB'X16' CMU TYP. WITH AND DOOR ❑PENINGS. 6 ❑C MAXIMUM OTHERWISE . HOOK -EMBED 6" BOND BEAM WI(l) #5 REBAR #5 VERTICAL REINFORCING SEE F❑❑TING DETAILN ID LAP MIN MIN OVERLAP 25' ..e�',. :+ °'A DETAIL FOOTING AND , •., .*.®: ;:. _.,®;" ' •.,- :.•-•.Zd'?;` r- 8 X8 X16.CMUTYP. DECEMENTUU #5 VERTICAL IEDC MIN OVERLAP 25'CORNER ICIORATIVE SH PR❑TECTI❑N AGAINST TERMITESR318 Q• ' •:„1:ee. '3 4" CONCRETE (3000PSI) WITH WALL REINFORCEMENT #10 LiAT FILLED CELL 4•x4• INSPECTION PORTFOUNDATION EACH FILLED CELL TYPICAL I 6 R3091 6 W.W.F NOTE, EXTEND STANDARD 90 DEGREE BEND x (2) #5 CONT. ON 3' OR FIBERMESH GARAGE FLOOR PITCH e�I�u.•." •' • 6X6 MESH OR FIBERMESH ON 6 MIL POLY BARRIER OVER CLEAN DECO FINISH 4' TO 6WITH 25' LAP MINIMUM BELOW GRADEVAP❑R CHAIRS (TYP.) COMPACTED P❑IS❑N TREATED z ' F.F. ,l ...�:"Y....ay.'. S❑IL. VAPOR BARRI❑R pIIIIIIIIIIIIIIiIjIIIIII :1 :.•.:...,.-....r• .. •%:' �-=.'.<•.�••.. . o '. DETAIL A— A MATERIAL TO BE LAPPED GRADE �'"' 6"WITH SEAMS TAPED >L,J Cu �. ' B— B #5 DOWEL HORIZ, REBAR J #5 DOWEL ACI ST6X6 ANDARD HOOK 4' CONCRETE <3000PSU WITH #10DETAIL MESH OR FIBERMESH ON 6 MIL POLY •C—" `—❑'N'E *MP"�• ^ BEAM REINFORCING W EMBED 10MIN LAP 25" MIN W/ VERT, & H❑RIZ, REINF❑RCING VAPOR BARRIER OVER CLEANg COMPACTED LVO E 41 DOWEL-LAPPED WITH WALL REINFORCING Ld Lt � � BRIO MATERIAL TO BE LAPPED SEAMS TAPED 4 N N ,`' fI. :`'.:�� :*•:�;-.";�:®I. :�:: .III N, �'s .: :.:„..:•:: :•:;;:®s-A;" FOOTING •:....;''. REBAR 20'H X 12 W MONOLITHIC SLAB I STORY FBC R403 (2) 3#5 CREHR CONT. S TYP•REINF❑RCING 12' AS ❑ r9b DIFIEDRC❑NCRETE PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12• BELOW GRADE A11L'' R-2 S"I' TD TYPICAL INTERIOR BEARINGN eA• C❑RNEREBAR (SEE FOUNDATION PLAN) WALL WITHOUT UPLIFT "' " 24X24X24CONCRETE FOOTER WITH GROUTED CELL (8) #5 REBAR REINF MAT NOTE, ALL LAPS SHALL BE 25' MINIMUM 25. MIN TYPICAL MONOLYTHIC FOUNDATION PIJAN I®®■®®®�®®® I�a CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT MASONRY WALL FOOTING DETAIL FILLED CELL DETAIL DRIFTWOOD OF ZEPHYRHILLS RICKN L51 ✓®®®®®® i'_ jNi"II1jIIIIIIII'IIIII�III(IIIIIIIIIIIII1II L8R6DRAFTSMA ZEPHYRHILLS, FL 33542 rgollhardt@tampbay.rr.com � CONCRETE COLUMN DETAIL V� D.W.SIVIITH,M.S.,P.E.#53608 FOUNDATION PLAN SHEET OF FLORIDA PROFESSIDNAL ENGINEER LICENSE NUMBER 53608 3 OF 9 PROJECTS ENGINEERING CONSULTANT I hereby certify that I have reviewed this plan and found it to 9909 WALLAST❑N DRIVE-DADE CITY, FL❑RIDA 33525 SCALE DATE JOB NO. PHONE1352-521-0865 FAX,352-521-0867 E-MAIL, dwsflpeeearthllnk,net D.N.S. 20 JUL 2017 be in compliance with ASCE 7-10 and the Florida Bullding Code 2010 edition 2016-105 David W. Smith, P,E, #53608 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED LICENSE # CGC 1517772 ENGINEER LICENCE #53608 36413 SR 54 ZEPHYRHILLS FL 33541 R. GOLLHARDT D.W.S. M-8 T DETAIL 'B' 00 I L M-7 M-11 M-7 M-11 M-11 M��{{-3357 MHH-3357 M-11 M-11 M-7 M-11 M-7 EGRESS 6' SLIDING GLASS DR 6' SLIDING GLASS DR E(;RESS EGRESS 6' SLIDING GLASS DR 6' SLIDING GLASS DR �5 3 5 �5 3` S 6' SLIDING GLASS DR 6' SLIDING GLASS DR �S%3AS DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL B DETAIL B DETAIL 'B' DETAIL 'B' DETAIL B DETAIL B DETAIL 'B' M-7 M-7 SH35 DETAIL 'B' SH35 DETAIL 'B' M-7 D-4 D-4 M-7 M-7 D-4 D-4 M-7 M-7 D-4 D-4 M-7 SH35 3068 DETAIL 'B' DETAIL 'DB' M-17 3068 SH35 DETAIL 'DB' DETAIL 'B' M-17 SH35 3068 DETAIL 'B' DETAIL 'DB' M-17 3068 SH35 DETAIL 'DB' DETAIL 'B' M-17 SH35 3068 DETAIL 'B' DETAIL 'DB' M-17 3068 SH35 DETAIL 'DB' DETAIL 'B' M-17 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR F_ DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' J 14' M-23 DETAIL 'B' 14' 14' M-23 DETAIL 'B' TABLE No. 2 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 SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5(1)U(1)L SOLID #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-23 15'-4' 14'-0' Prestressed (2) #3 (2) #4 NONE N.R. 454 454 221 429 N.R. 302 TABLE No. 9 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 SOLID SOLID SOLID SOLID 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 1 (2) #3 1 (2) #2 1 NONE 963 1230 1230 1596 1596 1 785 1386 M-23 DETAIL 'B' 14' 14'— M-23 DETAIL 'B' M-23 DETAIL 'B' ENGINEERING SPECIFICATI❑NS: L) 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 NOTES: 1J CODES Ll FLORIDA BUILDING CODE 2010 12 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02). 1,3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2,1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS: 211 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, 212 PRE -CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN. 2.1.3, GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGERATE, 22 REINF❑RCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 2,3 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 530-02. 3,2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 33 MORTAR SHALL BE TYPE S. 4J 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 5TH EDITI❑N (2014) 42 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, 14' M-23 DETAIL 'B' •' M-8 DETAIL 'B' I 7 LINrjr'EL 10-LAN DRIFTWOOD OF Z E P HYR H I LLS RICK GOLLHARDT - DRAFTSMAN Z E P HYR H I LLS, FL 33542 rgollharrdt@taa pabay rr com 2' RECESS 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 2010 edition David W, Smith, RE, #53608 D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE,352-521-0865 FAX 352-521-0867 E-MAID drsflpe@earthlInk.net RYMAN CONSTRUCTION OF FLORIDA, INC LI 36413 FL 33541 LINTEL PLAN SHEET OF 4OF9 SCALE DATE JOB NO, D.N.S. 20 JUL 2017 DESIGN/DRAWN CHECKED 2016-105 R. GOLLHARDT D.W.S. �..����u� .��._ �.�..�„�,,,�uu,u. �. ..�.r�..w�.o �uu, ... :,.w�.u.uw..+uur�.� �.�.u.i,. s eaI. "MMUL 411m III UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE MASONRY APPLICATI❑NS MARK CONNECTOR UPLIFT LATERAL FASTENERS FLORIDA CAPACITY CAPACITY APPROVAL # A HETA20 1890 335 16-10d X 1-1/2' 11473 B VTCZ 405 4- 10d 10861 5-10d X 1-1/2 C LGT3 3285 12-1/4'X4 SDS 11473 4-3/8'X5 TITEN CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU. N❑TEi ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS TO MAKE SUBSTITUTI❑NS FOR PRODUCTS SPECIFIED ON THE PLANS DUE MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS APPROVED BY THE ENGINEER OF RECORD, THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD ATTIC ACCESS ATTIC ACCESS SHALL BE PR❑VIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVING MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED ❑PENING NOT BE LESS THAN 221X30' INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE 5TH EDITI❑N 2014 RESIDENTIAL -SECTION 807 ENGINEERED WOOD TRUSSES @ 24" ❑.C, MAX TRUSSES SHALL HAVE GALV, METAL SEAT PLATES UNDER THEM WHEN BEARING ON MASONRY 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32" 4 PLY CDX OR 1/2 ❑SB PLYW W/8d RING SHANK NAILS 6" D.C. 4" D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 LEGEND ® HETA20 ® VTCZ © LGT3 r"'RUSS PLAV 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 2010 edition David W. Smith, P.E. #53608 REFER TO FBC R609, 3, 3 & R606, 9. 8 FOR VERTICAL RE I NF, REFER TO FBC R612.10 FOR ANCHORAGE DETAILS SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND C❑MPRESSI❑N RATINGS FOR YOUR JOB L❑CATION, ALL ANCHORS SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1-1/4' AND THERE SHALL BE A MAXIMUM 1/4' SPACE BETWEEN BUCK AND WINDOW FRAME, CAULKING WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB L❑CATION ATTACH MINIMUM 3/4' P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING 1-3/8' X 097 T-NAILS MAXIMUM 10' ❑. C, SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND C❑MPRESSI❑N RATINGS FOR YOUR JOB L❑CATION, ALL ANCHORS SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1-1/4' AND THERE SHALL BE A MAXIMUM 1/4' SPACE BETWEEN BUCK AND DOOR JAMB, CAULKING DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS ATTACH MINIMUM 3/4' P,T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING 1-3/8' X .097 T-NAILS MAXIMUM 10' ❑. C. IR • I111I i �, d Em PRODUCT APPROVAL KAYCAY SIDING FL 16299-R2 KAYCAY SOFFIT FL 16503-R1 GAF ROOF VENTS FL 6267-R10 ffH M WHENA BEA%G .WWO YT PLATES 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR 1/2 ❑SB PLYW W/8d RING SHANK NAILS 6' O.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS 2X6 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON gNAILS (2) SSEOoACH TTRUSS SS q TRIM IATTACHED I PERN MANUF. PECS. VARIES SEE PLAN PRE -CAST C❑NC SILL ---- 8'X8'X16' CMU TYP, -� TYPE 'S' MORTARqq FOOTER )TO5LINTELR BLOCK DECORATIVE CEMENTU❑US — FINISH (STUCCO) 1/2' 2 COAT PER SPECS FBC-R 703 4'X4' INSPECTION P❑R AT EACH FILLED CELL TYPICAL NOTE, EXTEND DECO FINISH 4' TO 6'- BELOW GRADE z co GRADE `o z (U f N� ra g 20'H X 12'W M❑N❑LITHIC SLAB 1 STORY PER FBC R403 R-38 BATT INSULATION (MIN) ATTIC SPACE ❑PTI❑NAL BLOWN FIBERGLASS INSULATION ATTACHEDINRTHYSd gRUM NAILS OLRRCCA#8II❑❑DRYWALL SCREW AT 7' D.C. MAX E WITHT10d IX 1C�%2' NA NOTERON TRUSSDLAYOU LINTEL ALL EACH TRUSS (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR, TYP, AT ALL S❑LID WALLS PRECAST CONCRETE LINTEL FRAME WINDOWS ATTACHED gqTTT❑TT P,T, BUCKS MANUFWSPECSACHED PER MARBLE SILL 1X2 P,T, WD FURRING @ 24' D.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' ❑,C. MAX R5,4 CEL❑TEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD U.N,O, ATTACHED WITH 5d COOLER NAILS 1❑R4 #8 DRYWALL SCREW AT 7' ❑,C. MAX ATACH�D T❑ BL❑CKRWITH 3.1 CUT NAILS @ 12' ❑,C. MAX 3 1/4' BASEBOARD STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F, :. ; •. \�� 4WW'll� CONCRETE AST • SLAB WI/B 6X6 �/ 3000 CONCRETEERMESH' \ MIN4 PI NOTES MIN PSI MAY VARY PER SPECIFICATIONS COUNTY OR CITY 6 MIL VAPOR BARRIER CLEAN C❑MPACTED SOIL (COMPACTED T❑ 95% MODIFIED ­4 12' PROCTOR TYPICAL WALL SECTI01\1 WITH WI1\1DOW ROOF DECK USE APPROVED FIREPROOF CAULKING BETWEEN WALLBOARD AND ROOF DECK PRE-ENGINEERED WOOD TRUSSES ATTACHED TO 2X6 PT BOARD WITH 16d COMMON NAILED AT 12' D.C. MAX (2) 5/8X GYPSUM WALLBOARD EACH SIDE U,N,O, ATTACHED WITH 6d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑,C, MAX 2X6 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 6'x16' BLOCK WALL 1X2 P.T, WD FURRING @ 24' D.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' D.C. MAX R5.4 CEL❑TEX 'TUFF-R' INSULATION BD OR EQUILIVANT SECTION "C_U9 UNtjE H � WHL A BARING . ❑dWo YT PLATES 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR 1/2 ❑SB PLYW W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 --� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS 2X6 WOOD SUB ATTACHED TO EACH TRUSS WITH 861 COMMON NAILS (2) EACH TTRUSS TRIM IATTACHEDI PERNMANUH�ISPECS. VARIES SEE PLAN PX MOTAR P. TYPE S' MORTAR BFROM C DECORATIVE CEMENTUOUS -- FINISH (STUCCO) 1/2' 2 COAT PER SPECS FBC-R 703 4'X4' INSPECTION P❑R AT EACH FILLED CELL TYPICAL N❑TEi EXTEND DECO FINISH 4' TO E BELOW GRADE 20'H X 12'W M❑N❑LITHIC SLAB 1 STORY PER FBC R403 z J U R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW ❑AT 7' ❑.C, MAX �I WI HT10d IMPSON XE 1 1%2 ENA CSTE STRAP TRUSS L AY❑U NTEFILL A EACH NAIRLUHOLES (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR, TYP, AT ALL SOLID WALLS PRECAST CONCRETE LINTEL 1X2 P.T. WD FURRING @ 24' D.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' ❑.C, MAX R5.4 CEL❑TEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD U.N.❑, ATTACHED WITH 5d COOLER NAILS OR4 #8 DRYWALL NAISCREW AT 7' ❑,C. MAX ATTACH( DBgT❑ BL❑CKRWITH 3d CUT NAILS @ 12' D.C. MAX 3 1/4' BASEBOARD STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. Mi'N430 0 PSI C❑ JC [fERMESH' NOTE, MIN PSI MAY VARY PER COUNTY OR CITY SPECIFICATIONS 6 MIL VAPOR BARRIER CLEAN COMPACTED SOIL (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF F❑❑TER SHALL BE 12' BELOW GRADE (2) #5 REBAR CONT. ❑M 3' CHAIRS TYP, U.N.❑, 8' X 16' CONCRETE BLOCK WITH #5 VERTICAL REINF, FILL CELLS SOLID CONT. WOOD TRIM 2X6 P,T, BOARD TRACK AND GARAGE DOOR HARDWARE (3) 1 /2' X8 AB OR 5/8' X7' EXPANSION BOLT ❑PTI❑NAL HILTI DN50 CEILING RAFTER ALL TRACK AND HARDWARE SECURED 0 PER MANUFACTURE SPECIFICATIONS 0 R z W z a_ MINIMUM 2X6 P,T, SIDE PLATE ATTACHED CL 0 TO BLOCK WALL USING 1/2'X8' ANCHOR w BOLTS OR 5/8'X7' EXPANSION BOLTS 4 EACH SIDE, ATTACH TOP 2X6 P, T, Q WITH 2-3/8' X 097 T NAILS 16' ❑. C, > GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB L❑CATION BLOCK GARAGE DOOR ATTACHMENT DETAIL TYPICAL TALL SECTION 2- HR FIRE SEPERATION BETWEEN UNITS 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 2010 edition David W. Smith, P.E. #53608 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 EXTERI❑R L❑CATI❑NS SHALL BE WIRED INT❑ A GROUND FAULT INTERRUPTER "GFI" CIRCUIT, "AFI" CIRCUIT, ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INT❑ 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 N❑,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO ❑PENINGS INT❑ THE GARAGE (FBC 2010 R309) s a .� 00 1 I 3'— 4" 9'-10' 2'-11" — 2'-11" 16'— 5' 13 5" '-11" 7'— 6" 2'-11' " REC S -ti16'-5' -•7' 2' VTR 2" VTR 2' V R 2' VTR 2" V R �\ 2" VTR 2' STUD❑R VLV a ---- - - — — — — — — — — — — — — — — 2" STUD❑R VLV X�jj_ -- --- - ------------ -- 2' STUD❑R VLV __--- - _ - - - - - ---- - ------ - — - Q — — — — — — — — 2' STUD❑R VLV - - _- - - — --------------- — 2" STUD❑R VLV a - -- _- -- - 2' STUD❑R VLV 2 - -- ----- ------ - - 2' -- --- 3" VTR 3' VTR 3' VTR 3' VTR 3" VTR l��)) 3" VTR •I 3 2' VRT 2' VRT I, a 3'I, 2' VRT 2' VRT I ,3 I 2' VRT 3", 2' VRT ,3 '._, 2• -- I co FE __-2i, i EEI �2' —------------- 00 i ------------- -- 2" 1 , a �2w ----------------- [E --------------- --- 2' 75 HWH HWH k I 1 IFE HWH HWH 17i 00 i W HWH HWH v 17 3,-5" 00 0� 7 3 4' 7 3 3" 1 1" —� 19'-6" I k u c i 4 CD ci 31'— 3" 1" 15'-11" 15'-4" I 12'-4" 12'-4" I 14'-8" 14,_8" 14'-8" 14'— " 12,_4N 3'' 15'-4" ao � Go I, oo 1 a `r I M CD M IF i `4' C. ❑, 4' C. ❑, i `4' C, ❑, O, `4' K.4' 4' C, I C. ❑, C. ❑, H ,y H H ❑ Uz zU ❑ ❑ Uz zU ❑ ❑ f.y Uz ❑ Fy Uz h-1 H f _ F-I F-I �- H H ❑¢ Q❑ �a ¢tD �¢ LDa zx xz E zm: M:z i zx zx: U r-+ H U U �--� - H U U H U H W Haw W W �w �'F- W Z 011i Wm Z z OW W0 Z Z 0W z 0W Z —3 3— Z Z —3 3— Z Z X3 Z X3 ❑ XW WX ❑ ❑ XW WX ❑ ❑ XW ❑ XW U WVi Obi U U Lim Ow U U Lim U W Vi 3' VTR 2' VTR 2' VTR SINK ' (SINK V� SHOWIER I SINK ' C\ / 2' - TUB ' -'3' WC STUD❑R VALVE -�� \ WASHER SINK r/-2' `\"3' 4' C, O, ISOMETRIC UNIT 9-3-5 I 3' VTR 2' VTR 2' VTR STUD❑R VALVE SINK) I SINK i SINK SINK L/-` WC-,,-�\`\� I WASHER X SHOWER , ,- � WC TUB V ``\ 4' C. ❑, 3'� ISOMETRIC UNIT 2 4 6 NOTE: METERS M, 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 EXTERI❑R WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42'` AFF RANGE 2' AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF. 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES. 5, ALL SMOKE DETECTORS SHALL BE HARDWIRED INT❑ AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NITORED BATTERY BACKUP, INSTALL SMOKE DETECTOR/CARBON M❑N❑XIDE ALARMS PER FBC R313, 6, ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAULT OR GROUND FAULT PROTECTED PER NEC 2008 210.12 (B) 7, ALL RECEPTACLES ARE TO BE CHILD PROTECTED PER NEC 2008 406.11 8, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, 2008 9, R313.2 1 CARBON M❑N❑XIDE PR❑TECTI❑N, CARBON M❑N❑XIDE ALAMRS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA70, SUCF DEVICES SHALL BE LISTED BY THE APPR❑PRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATI❑N CO ALARMS OR UL 2075, GAS AND V APR❑ DETECTOR SENSOR, ACC❑RDING TO THE INSTALLATI❑N. 10 , 313,22 3 C❑MBINATI❑N ALARMS; C❑MBINATI❑N SMOKE/CARBON M❑N❑XIDE 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 C❑NSTRUCTI❑N, SMOKE DETECTORS SHALL BE HARDWIRED INT❑ THE A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NIT❑RED BATTERY BACKUP. 13. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERI❑R OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 14. ALL DOORS AND WINDOWS PR❑VIDING 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 WIND❑W ARE OPENED, 15, ADD GFCI PR❑TECTI❑N TO RECEPTABLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE ❑UTSIDE 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 24, 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 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 6 110 V RECEPTICLE &FI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE - WATERPROOF OUTLET 220 V RECEPTICLE [] DUPLEX OUTLET IN FLOOR 110 V QUAD lbwP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT `? LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT C❑MBINATI❑N FL❑URESCENT FIXTURE dD FLOOD LAMPS VANTITY LIGHT cp PUSH BUTTON FOR GARAGE OPENER S&D - SM❑KE. /FIRE DETECTOR/ALARM car, SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO CARBON M❑N❑XIDE DETECTOR II CEILING FAN ONLY J G-, ( i , � 3 CEILING FAN /LIGHT LJ FAN W/L ELECTRICAL METER ELECTRICAL PANEL NOTE R314 PLANS SHALL COMPLY TO R314 SMOKE ALARMS R315 PLANS SHALL COMPLY TO R315 CARBON M❑N❑XIDE ALARMS �T Tim ly Tip T�1 T'1 N OTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE IN ACC❑RDANCE WITH CHAPTER 471,003 (2) ❑F THE FL❑RIDA ADMINSTRATI❑N C❑DE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE C❑NTRACT❑RS TO MEET ALL APPLICABLE C❑DES, THE SYSTEMS DRAWN HERE❑N ARE BASED UP❑N THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, HVAC PLAN FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phone/Emai I Quality Assurance Representative Address/Phone/Emai I 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 FL16468-R8 Revision 2014 Approved W JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbci@jeld-wen.com Kaede McLaughlin fbci@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer We Evaluation Report -Hardcopy Received Hermes F. Norero, P.E. PE-73778 National Accreditation & Management Institute 01/01/2018 Locke Bowden 17 Validation Checklist -Hardcopy Received FL16468_R8 COI. COI JW S5 2015_04.-27.pdf Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 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 04/15/2015 05/01/2015 05/10/2015 06/22/2015 6. Pm.�CTP�TRk €a ve�uT a�s��i`.t �l IRFD. Ati i.9)6 AUTONO-1-5. 'jU5 AWfy aRqMTER am�.rpn _ sr�Mzsso TFAa�MAwrd�Fiti a�. M�sM�Mrta er+T�A� i ;3 C MSc w iMPJalryZ4WA .. Fa rt. Siff "k.?EM itFL A T€ .�4 i'r Ttl +-.a,,a aesav ti •.�t "as �.°iid'B� Catal(, 1 'raWdL EozoymFLkTcwsmiO AWirimsP,awl= 4Ur H,In LDOTA �. T MS[ DK ' AMOL M Ysi A TF ��"..ti4+fF'a' w T" xq&c'M Yy TN A�9i ata PE yTERK,, Y�(ssfTAANi.0t -M94Y- fiW"2LAA'fER. . �, lMtdMY�€?t3.�S7iL.t,R�iAT =—MMIE-AT01. By OM RANG 94u 7# ?0M *rr4? 0 Petii31§F�.TEMk Terms �,�p - W"M . MAT" 8 am mz MA JI2 I i * a Lmmo T�d�PPPF.Y1I0f.� fM3i �. WP5�7A�+dTa YS, ` 9.'': �Er+'�dL�T'ti�..RiEl1a^EU�YSr. WFMTWSWU WAKHMMIN M �� tu�t�iM�x r��omrr�rs err sru+:FrAox T 3a ,� FL # Application Type PP YP 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL16439-R1 Revision 2014 Approved *Approved b DBPR. Approvals b DBPR shall be PP Y Pp Y reviewed and ratified by the POC and/or the Commission / if necessary. ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800 535-3936 ( ) fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com ]ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 05/27/2015 06/02/2015 06/06/2015 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Year 2008 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ZPANEL BY-PASS B .P S S WITH WELDED FRAME ARID GLAZING 7-YPE =A° .A� S tTMBC AayE "ii45 J43T1 3 '0ALLOyy�R'FF' BLE i b ASLC. tf ([j .',....�..._.. tlBRKeSii:Y.3kY: iYl`w aq. .E S 5� PSF l I. s® Psr _. _... :a r t l �>: _ is 4 �§£VLa, Yid BE Y! XFfiAKtd Sod. k 1 ` i fx J, E vv>Mll E ,fit S4• J .._p �. m, & t'Rg f=7S.+2 fF�H3T Ei b'•A:YI 3 5' 50 v:. idi _t)F,l::a1l $k}Y GfNAF. GLAZING P R�f,�aS y k Saa�fi7d'�t4 Cm Y k urT J 6 zr R3 5`G5n" , BfFLi`BNMf d' oy K k F g ✓ tr Y b h 4a�4b'zKX9 <'J , �: r � ! € E� zsAa d v f X I r i R � �.'E 6' F&'X' ( f �r- 'f�r'ge,�t. tcaaY�a:>KGms«�drsp�2 1 1 jj w �` $i iXYiPdM'a AF 8?pa`J'C,k. § X. wvmlk w A�lcaCiR E1.EVA T>wON: 2-PANEL BYPA SS %llTli 1 2* WELDED FRAME AND GLAZING TYP ' s _ A *`♦ 3 e� ti C.sa&s�rm£si CLr�ZING DETAIL ANCHOR NOTES: t � _ .{, �+y,y yy +'9pp;;b! I'�yES. $$�A+��,��yytt;; .5 I7 P99+'4#t� A i ARN's'gk "t+.aA.kh B: asixx�i iiJ1+A;"Tff5' i 4 �'4"`N^?{�A1kLda3iG'i9a 7lY iF981eiAY kiiA6&A&SY9$P DES RA dgSAJN#RAB6'H1N3GaIk_Fd 3# EFYY6Kw 'fit&==:�4:Pa. aiPV3#t$$"E:A:irnAi.'tCAP.E'sBiw&Aia. EIi t€l » L . F%txY.lk+Hir h'8kt3 .kfNCJ3):h�4,§qY.ebd`ESiFKEi�%*AG$E$'w7a3Ya.CV'A r4u;i aS. 1a k'214T.,d,d,(R k RA61 `%$ Yam, NI Ql #` tyL J6a' A6'3' i 04 ly lll EMM Ar:�,Y �.E. sE _ rx8 :!Y 8+3 i>IGkAOi K Y j by E$ 4: Ri1flkYk 3RYiieJ?t#P.a iA,Asp.'> S BEN @hFx £,ER-0$RfN�.dC3f"$. yy � #i6 kk E '; �ay�TFS #TEN Mltl:dd z?tx 5°JY1t"Aa.a a�; y W.^u l•. I,`b" Aklf'. YLXU E Sas � 1 48.Jk ib..,. E"x''Ua. rLM«"«i+@€.. '& l R'1 Alrr' £#BtfS fiCp3: F.#Fb?Y¢li=.W€ i,{{d'Ya�.;dd5 7iiA5'.� %4fJMFfl �' � � E.�. p .e 3 'ERRtpj§VfSiTP:k7AMR }&af.'.AF'., T&E KaW{.�.F:.�->>",�i:RLp�R-R N _' a •tA¢s &NA3y&itTJP !. t3 . i'x�VT7�1dhbiY•FuaYl C&�3,'i'sSpw±F&a;§"ssseW.'E �'" M MOTeak aa`rct �`,yCSy#:33. Y➢�a « --��f nrxua> ;Xptei4f,YJ r°&TRlffI C#¢T:aldx Tlc'MR'Hi` YJA ##aAti,us'§.aAa�av e�F,�'f(P+$;a .....�<.a.::..,,..,...........�w........,..z Ta .tom mz"'Er` a F ramrsAa<3:_ �>ac�Jx€".�mza��„c;�;ru:�c'"zrs:�e�:�,aF�Ke�r�.z'ape£�s�T�rTc ADDITIONAL ALLOWABLE CONFIGURATIONS _. _^ -.-._ ,_�: R�arx�cuvr anFwmauFa aE aaa a Aar anEtkEKaa&iU3nrTFe&q aa�v-a#+'gCa.tra^c.ms�€xrmx�-,t'a�au. A ` PANEL L fAx,[ IdC TYPE A wx/Fmi ?�E"'5RiY,£4TJ.CA"t =9` 1�iAexG. £ib�T�bi 3L£MA9$'7`aC�6 kXs .ry�v, rtkaG kKsvwa TSIA, rmdRZKC#�J1tC0 t°�{�.�i>A'�".at�i.`�E24W8Pa: �R?6i34 t,� 1&.:.5, i TYPICAL HEAD DETAIL 12 ,�T A�« FEW "47 xr�aR = { .: s^v.,. M a, � art iEnr�x cfr �a•Ar+E P�3 fiPo[[�^a�"20iv b?E+3®�E75i. MFitiA, t�$:�Q%`"rsF#RW �£iPrS W°3il t!iNu'1. 3atA. S4:iAr:&i: IS:AY+54N3L4H7L"'?£ 5?A#.. 4� ivi�.T�A% &ff. L..E#F1 H'JCOiL' H ALTERNATE ANCHORAGE ALTERNAT# .AtNCHORAGE 3 WITH OPTIONAL MAIL FAN&WTH OPTIONAL NAIL FIN Az°-L`-� �� '•KKMow K r Et "fi[ f^a e 4�rdST ea�hU fr az'�YSYS Y*4Ph EVi.:sRTA'� TYPICAL, MECHANICALLY z FRAME MECHANICALLY FASTENED s TYPICAL PANEL CORNER ASSEMBLY S' ' . FASTENED ME CORNER ASSEMBLY ffti4fYI1�,S-It,9,.I�ETAIL . dxe apkn;.•±aglF� rx� FL11861-R4 Affirmation 2014 Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard Year 101/I.S.2/A440 2008 TV I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 04/1412015 Date Validated 04/14/2015 Date Pending FBC Approval Date Approved 04/18/2015 akr'-a t � ALLOWABLE IRBLL 9F,x'Fe�J_4D�`'ta3' ' I O6 { � .' "iM UFHa£RCeiYa4S PSi 1. �s l 3 b S rC ' w� 4' rdi 4 1 1' H s a pax �s- 5 g k. `] :.t0>NAP t1 :La �' kId"d 3i6PF%p 3 3 11-W­MSuw:ei:.ax..'n , =) cs smcI t= J 1 i.. ` a `Br ass } its v a` ((Lg 1 I; SSLIM1LR9\G 1 i PE � 1: 'E` ^✓ - ' � � '_ � 1. x i-t'•,w AA'^rox: bAF��"�At=1 •• � ., € ,r 1 g { i .s r .-�,. ; s ..,.-, 4a'Fzrs&aA�:; 1. r' [r '.t A a i (-1 N eR°ai'Pn"E i.Y i t R�. F u .T• iw.e a 3 ? rre. jj EF' EI£• 1 E., : I nx. , sn I�. -:.. ,,•,. asan w i rraeu�,M*s�saaEv i Aa, Mal a ' 2-FANELBY-PASS WITH WELDED ANCHOR ELEVATION: 2-PANEL "ASS WITH j ar �^ Y1� E i yj�g�y.,�:c ;.Amay� E.# �iiJ•i M3ax Al�tt•}f�YF�'W1'_gg�.{:w. y'�y� � B tN E1.tb FRAME A5#U iA�Ii�IG TYPE $ -Ea.a.i. &s;it:sis:xr,Lpa. i p grd�*e!eseu, s;v�K� Bc»*�xs.aa�ik'..- „_ 3 GLAZING DETAIL ter# ANCHOR NOTES14 : z ea`usivsa£uaae:sucLM'mgA AM=Owl. araw'axa�,arnxc 3 i i J Tal ktiti:3Fk'.3TINIWj'+t�-£=F`43T§F.e:P.'=Ptsk#Y€355:1$i. Vx1Tap:8'Ti#C,:F�.kEi �. I a+s'}„,€,`� 62rr, isbAr�, eAa.B.�eaa££..Vd."aG65Td3Yd-?:9.+=^Rao'L e. s•r.NT*tfZ.'.'Pk+9E"a&.525w 6nfia'R3 aE.- .....� ` a`x?' _,.: ( - i€ tsfa 5i€ro k "pa.,ALK3 n X o € x 3 A`AifY �•d* b7�PA;vCs rSY; f!^,P'; tt Y� , . S n #cam YF ..; REiax ctt#saF t ' a Yt Ery r. +Vf1a1 r iP KY 811F T WLA,i*uwmuttp E.ESA W. Kw,!e iYdrr?li 1 I E JEV'ace nee a r�o-�ac,uA.zMw. t _.......( s 1 ; erenxsA"i011IK *',SV? �eO�uTEras�ls rrs'e�4'wa`rcf-a :a.cF �r�.Es -a.ar�avrEn�z� -c arii,r�a.n.� �ay.a-sRs>wi aa Ra�.z ADDITIONAL IIJON6BLE CONFIGURATT iia �v t�• sic aeti z uxre n w Ar-n s aaa a cm o U PANELS f MAX.GLAZING D PE Efi6�f4 P£f;2kRF.E)na:ta£vgT_T. amaa,.S3k'rxi,'i#Jffi7:F99i'.LtiuiaTAXd: J „,_.«�.,�.. wMkrak Rxig raFYz 5"JA�'i'k'ri$ R'a'..1^iiikll.'�.I EX�:t'akPA di�if4epY4 Y j: �'",? i S"..!"3tia�F'Fs'£'AYY£4ti'P»S",CErFiFSQ:tia=&f"h Dfa5:iinrr e,�".r�mmmraauaatta- t WELDER FRAME HEAD DETAIL VM sr•r° weir: ter# t � OP iICY J alFvN asmS '.•Y A4M a FI; EO LOCK STI +: I''iTERL�SCK - 3 AC3". ir`E LOCK STTLL"- ?:. x.».,k...e• t`,raM5V_Tra: L'r- 0 '4wa 'ruav _t� a"'sA•-n.. Faaxz.�z�:rrar pE�x WELDED FRAME SILL DERAIL 4' «n•-tx MT EKMN tr as mar srr. tr�Ma .atirt I� r p.. AtFrestr € 3 nay, kTmgtayaA+,a RSE�rsx�n+acaro, aAa. `iia Lames awn etc t#tiL rFa$9CF l .3 'N WITH OPTIONAL ALTEANATEANCHORAGE I FiN �� A°»t'•A' EL'Cs'B x�W::'5xf_'ixdt� TYPICAL ELEVATION WITN FANEt2 'SPAGIMG Instalted Fastener 30eduie. 1: All doors: install corrosion resistant #8 x 3' fasteners no mom than 4" from each caner and 17" o.c. through the jamb on the head jamb of the door, and 4" Iiom the each comer arid 15' o.c. through the jambs on the side jambs. install 48 x 2.25 fasteners In the Dart & 8111 thru tter strs(e plates Info the tuck. Install 1- *9 x 1.5" flat head screw was Installed in each (tinge Into the buds. Fasteners must be tong enough to penetrate at least 1-1r. ` Into frarning memhets. This schedule addresses only the fasterlrrs required to anchor the window to achieve the rated design presture Grp to the size Giniati m noted. it Is not irterrded as a guide to the Installation proi=* and does not address the searing wislideration that may arisia In different wall coind lor;s. For the comps Installation .orocedure, see the Ir nxlions pw*aged vft the window or go to www field-wen,carrikesourcesAnstmIathn. DISCLAIMER: This drawing and Its contents are confidential and are not to be reproduced or copied in whole or In panto• used or disclosed to Gathers erY W as authorized by JELD-WEN Inc. TYPICAL PANEL AND WELDED � FLAME CORNER ASSzMBLY # S. R":.L 7F1Ph t�kL fKr.�T� THRu JAMF.3 INSTALLATION � nrrr`r s,ilt� t"wp �:J ■iIc s r �rhfdA. �t� SWINGING FRENCH PATIO DOOR i�Itx From€i DP IMPACT � N Q 1 General Ncbs: 1. The product shown herein F dssigned and manufactured to comply with the current edition of me Flxid'a building code. 2, Buck: framing and masonry by others and is responsibility of architect or Ongirear of record. 3. All gkazltg shall canfom to ASTM E1300. 4. At, m nimum, glazing shall b- double strength temr eyed glass. sheer FKINem. DATE_ U2{12 3737 LAKEPORT BLVD. MAM vat �t13J : 021 JM� ',.AMATH FAU, OR, W601 NTSPHONE. (541)882-3451.. 04EOCED SY: TrRE: 0. STOKES APKCVM M Aiuininum Clad Wood French Glut -Swine Side Hinged Door raarA �uErrtb: Thru lamb Iiistallatfon (75 3/8" x 57998') } iDENTIFEER qo. it-C)ri'F LtY"A710T?: 5G -fln:: �;; oo i of 1. i z FIRED Lt')C STILE INT ERLOCK $1 ,.. •, rnFi:.J s-. F Maw NEYA _ 2 .. � ,�+� k�y� fi EY _Fc'S�'sai lAW�R �i%\I;. a £ a J'. J �f }/F f"r r fs e+ a �a E f x. 1 K a �gg i € l i� R4 �c a ' f .53KkT3R Si Y�xA,E,a I` " wA 5 .^ `......: .. ACTIVE INTERLOCK I � LtdSTILE a I �,.. " , r o„ xcw'e tc odic;+ 11 s• .:,^ x!sarAs sn-xciy 1 � a> _ :'.m ,l,wJ? ' G> a 4* SEG k BNYS @ R. . A E �'=9 ':' AY r�X =. kf?Clw'4; CL __....._ 5wa'Yt ._.i �"` f are a^ R',Ea: r. I i W', '�;7E''P.: 3 � ": F ,E�`, � '�xzx-= r•'�£' °� � M:.` ^'r k( �� K oil w s 1 I � n F, ti< •.-a`.r; IF...r.' .,.A,''._,Z_._< efatac� Fr:�t i ',rr�E, i. 4a kaa ;!.. F� iS 'tb:�r�. �. SAE IE raN ACTIVE .iiiTI1E �#+:ec=�a :a,�w�:• A,, of rF E°xl�lt$#3 E l _ - WA m -a n _ ALTERNATE ANCHORAGE { 3 WIT4 OPTIONAL NAIL iFIN ii " € u^ , sL` x rsrrzu :�arca,e trJrl •tlQ�+ 4 trEe�raaen; kXFa € '`f�srav�zGt'i, i -,,n1 t i E i "a r c. i< l � j s cur f >a :a.M 4 �gy d 9,LEtt` C €EA i a i ..:....,.. _.. i; ........ s .� .......................x gyp"... _.........._____._._._. .-�. ,,�.,.�n,74'.' Y ,,.t: was�'...,,.,,� c€Gs. E y..,,, F:*e;•-_.__•e �' _�.x.•`�?, .�.. �' ', rlxED PAWL r4AiN FRA_Mt ANEL STILE RAIL IRiTERLi7GK PANT L INTEi1�LC1{ K SILL RISER �! '�- s -.t' r>•c. a' - z'w;* u.>r `� p• _ ;' c. - . 5s _ _. E. M - bf t k'•t' fi,T 6 m1AX. � Y aMd t� ii d m a, I. I15I5 tATED ,- a.�aE«--t •...•..,Ian•.... t _ CirIN P A 7 C E D : ANTI Lim i3LCiCIC IO FILLEtt STRIP i ROLLER TRC1 iIAII REIh1FC1RCE@9ENT. ^p .mot ;f' Pb?� ^ i J;' is ., r r I n:Jl.•J t aaesa' l `c'w^-`£ -:--a a s'"' �.__.-» s.. :z#rs•£' £ .r tt ii jI. a y. ,,. /� If L RI ER arp ':WIN F R• i'a ��R,- INTERLOCK LOCK STILE FD(E 3 STILE A REINFCIRC TENT thIF iCEf4EirT REIiY CAR f i NT INiERLs CK FiLLEft dt25 BLOCK: 1 a EI• E c ' c u`. a t a, t z� "T��.tsat. ti 4« x a L :s v c - T-. � s E I [([( qq3 MIT - IL R '?,n Si,FR0.d.+aH: ?•clFkk i i F. ".:_..:��, ��., 1 i r",."� ;... 7J _C,kSq➢ e,. .3 d.n=. J �"".�.".�„«'tea �i i7 ..,,,,,.J°z° IRw[e ASTRAGAL TRAO@ fCEL1IFCaRtfdENT FtC7Ol4 STRIP SCREEN yK S'CReaure EEN FRAI+tE �1� A•«sa r-n: 4� c'«:`,>' e.-z��r=,Eua �� s:.'-s« st�J-rRs:� �47 p•.aA•"c F�,� �$ �.,,;,.�` 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11861-R4 Affirmation 2014 Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard 101/f.S.2/A440 Year 2008 I affirm that there are no changes in the new Florida Building Code which affect my products) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity K. Yes No N/A Product Approval Method Method 1 Option A Date Submitted 04/14/2015 Date Validated 04/14/2015 Date Pending FBC Approval Date Approved 04/18/2015 w TV.. Stikc"to er it, TYhtts dPY� E FPS ItMUd Fad t r UWLAr 1, All dvrxso +x4rjsbllr €I. ditEffi V TE than V �*X, nataOlu,raw&d I'llo': d' n Jh* ice, -, the, hw AIM r4 the: cow, 04 41 i wmr Md !E,« w�,.r_ s em fafft of the Est Miss. Insfgi"4 48 x 2.25' in fta t A ull itai fl!e axRr al lex t. trs}a t -49 x t,V U h6adK.MWMS ln�wkd ww'4r It buy k,. E'mlea-p% ro€al � h to pensM at Iasi'° I T intn ,ramdng rank. �itwuloltmmCry l iulems r lww, L, amsetV* o�W Wit- i stl�Y�tacpr�I��'dI srm For off0eft IgVNIahofI W, em iftftc n UISCLAMERz 'f'f crw��irul ita �wP�t- tartf"� sn;f are r�:A �s ram sr 1twpad w swev , t disd ,s:h exs a aL#od , LitV(EN lrtn. a - a 9. dwr'rxSt awa Mitt da t9a�satacs ,�r�i � ;�t�wiw�;ia��aati in .air*;ski+.�Ptr !t'� ��r� rl �s�irr� >C;4 2. as a IV soP,ry 01 Mats WI 16 % bft ry 3rrf'Ilr f a € , - 0 r rd 3, Ri cats: bi ASTIM EMCI 03I0211.2 3 s tAXE� MWD VrW,ENS` --,1 r FAai ':..:5 c"§f2 WWI C=TS EtrrraE. t154r) a wa5t Numinum Gad WoM Frmch Out-Swinel Side Hi Meer xaar�tmrt� r ��: ,-. lr�. ... P. I of_........ FL # FL16107-117 Application Type Revision Codeversion 2014 Application Status Approved'. Cis Archived r— Prodit Manefwtcrfa- Cfopay Building Products Cxxnpa y Ad�ess/phone/E a E 8585 D e®Ivd Masan, CH 45040 (513) 770-6062 mwesterh ddOldopay"com Auldnonzal Siignature Sect H aritlton shamiltonclopay cons Tect-drat Represatstive Address/PhonetEffl'.al Quality Ass€rraro: Represeitat€ve Address/PhoneJErnal CARWY Exterior Doors Subcate€ y Sections Exterior Door Assemblies Comptiarce hletEtctd Evaluation Report from a Flonda Registered Arditect or a Licensed Florida professcnal Engtnea ry Evaluation Report - Harapy Receved Florida Enrdneer or Arc€mtect Name WTO Scott Harn}iton developed the Evaluation Report Florida. License PE-63286: Quality .Assurance En ty Intert kTesdng Services NA Inc. - ETLfwarno k Hersei, Quality Assurance Contract Fxpiration Date 12j31/2028 Valid3tedBy Gary PfueNer Validation Chedlist - Hai ('iCiapTj RF£€'.Ved Certificate of andepeldance FL16107 R7 COI Certification of Independence of Validation Entity GaeY_Pfu44 r.pdf FL16107 R7 COi Sta enert. on Inftendence of Evaluation EtTI Scotd-taTtilton-12r 424,pdf Refaencad Standard and Year (of Standard Year Standard) ANSYDASMA 108 2005 ANSVDASMAi 115 2005 ASTM E1886 2005 AS'rM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Eclu vaterrEe of Product Stanch€ds cetfffedoy Sections from the Code ProclitApproval MEtW MEthod1 Optl on Date Submitted 03/23/2015 Date Validated 03;E25j2015 Date pending MC Approve 03/29i 2015 Date Approved 06f 22d2015 FL # FL10970-R5 Application Type lZevisi€x! Code Verslon 2014 Application Status Approver) *Approved by DBPR. Approvals by DBPR shalt be reviewed and ratified by the PCIC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN i l ai Address phone m / 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com re Authorized Signature Kaede McLaughlin g fool el€i wen.com Technical Representative JELD-VkN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. KlamathFails,CR 97601 (800) 535-3936 customerservi ceagents@jd d-wen. cam Quality Assurance Representative Address/Phone/Ernall category Wridosws Subcategory Single rhinos Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 202 191 Equivalence of Product Standards Certified By product Approval Method Date Submitted Date Validated Ci Date Pending FBC Approval Date Approved Method 1 Option A 04/23/201.5 04 t24/2- 15 04/28/2015 "LLASS[E' RA1SEIa P NEL E-M%S =Iit ^:ARNIAF;,E HOUSE' 'eKS.ED PAPE[- UH.P S tamF meE'T N➢r&1_'Sc.k IJp MOlEL;q 45A 1 OF 4 REV. 8kt YCVdE Yk T. ftAM, 54 P? 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ZID-31356-1A) FL # FL16503-R1 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived F Product Manufacturer KAYCAN LTD Address Phcne Email / / 1 Memorial Drive Rlchford, VT 05476 (406)5S3-6818 EXt 0 al ex. jov anovl c@ kp products,com Authorized Signature Jovanovlc Alex alex,jovanovic@kpproducts.com Technlcal Representative Joe Lundine Add ress/PhoneJEmail 402 Boyer St Williston, VT 05495 (662) 2S2-9991 joe.lundlna@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St - Williston, VT 05495 (662)252-9991 joe.lundine@kpproducts.com Category Panel Wells Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Honda Professional Engineer Evaluation Report - Hai Received Florida Engineer or Architect Name who developed the Robert), Amoruse, RE, Evaluation Report Fonda License PE-49752 Quality Assurance Entity Architectural Testing, Inc, Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE W Validation Checklist - Hardoopy Received Certificate of Independence FL16503 RS COI CI 2241 Ravi 415- 0229 KaycanSoffit ss,Ddf Referenced Standard and Year (of Standard) standard Year ASTM D3679 D6a ASTM E330 2002 Equlvalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16503 RI Eguiv_EER 2241 Revi 415- 0229__KaycanSoPfi t.._ss. pdf Sections from the Code Product Approval Method Method i Option D Date Submitted 06/07/2015 Date Validated 06/11/2015 Date Pending FBC Approval 06/16/2015 KALYCAN LTD VINY1 /PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS zzaeRA.+wTE9: 9i8AL1A11dN NbrE9 THIS hRORUCT RA$ BEW TE6IED,MNi 0E9RNED TO COM%.Y Y4TxtNE 2ato F4RAiRq DU,gN9'OORE (66C1 E%ttUVrtNG THE NIGN VEI,OGMFWRPoGANEZ(Rff.i�HnvmH��AT i1�DE8(.uPRrs$tAiE89tlWINON Yh$9HEE]{4EE.L.WCM6RB BNg4 nE'FHC1YpE; 9fLE. EMBEOmENrwb LOGE bBTAACE 3iKnuN }IE.iENe: pR F[6PEC'IM NABTfmTG d TABLE). 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TABLE OF CONTENT SHEEP OFSCRIP710N GENERAL NOTAND SPECIFICATIONS (B 2 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES 4TO 11 SOFFIT AND ACCESSORY PROFR%S 12 SOFFIT INSTALLATION CROSS SECTION 13 WAIL SIDE - STAPLE DETAIL I4 WALL SIDE - NAIL DUAL 15 FAVE/FASCIA SIDE DETAIL DESIGN PSF PRESSURE u (PSF) RATING 1 G VINYL .(PVC)SUFFrI'SERIE5 SAVE DESIGN PRESSURE WIDTH (IN) (PSF) 12" TRIPLE 4 SOUD SOFFIT 10 +106.7/-33:3 12" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER -VENT SOFFff 24 +9J.3/-33.3 t2` TRIPLE 4 CENTER-O-VENT SOFFIT i2" TRIPLE 4 FULL-O-VENT SOFFTT tO +113.3/-48.7 10' DOUBLE 5 SOLID SOFFIT 10- DOUBLE 5 VENTED SOFFIT 44 +106.7/-40 8' BEADED SOLID SOFFIT 81 awen VENTED SOFFIT. 10 TO 2a +108.7f-40 ALUMINUM SOFFIT SERIES SAVE DTW (IN) DESIGN PRESSURE (PSF) 12 +93.3/-40 SP-BOO 16' SOLID SOFFIT SP-BDD i6" VENTED SOFFIT 24 +80/-36.7 12+1063/-45.7 12' 3 PANEL SOLID SOFFIT 12" 3 PANEL VENTED SOFFIT 24 +33:3/-40 DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON VOW BASIC WINO SPEEDS. THUS PROJECT DESIGN PRESSURES AS OETEMINED FROM ASCE 7-10 BASED ON VOLt BASIC WIND. SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION. 1715.9 4 OF THE 2010 F13C/SECTION. R61BA OF THE 2010 FRC FOR COMPARISON To THE DESIGN PRESSURE RATINGS ABOVE. 13.519 a7s- A496 3625 3425 3b6 R084 .536 5 RETAIL A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - VINYL _---•13.51 ,375 .375 -496 3.6�,• 3 3A6 6 d5 17 4 Ba I Pa TAIL A 127J TRIPLE 4 FULL-O-VENT SOFFIT - VINYL ...._ 166-.. -�I -.... 'w _- �SO 00 16' SOLID Rasfl T - ALUMINUM °0°1000 00U 000 000 0°-0 9 0 0 0Lo° 00°'°°0 000La00 L SP-600 16' VENTED 0.3W I SOFFIT - ALUMINUM THREE (3) MIN. 314'LEG LENGTH 1W WIDTH CROWN STAPLES IN A TRIANGULAR PATTERN 24" ON CENTER FOR WOOD SUBTRATE SEE PATTERN DEFINITION BELOW, SOFFIT `•-F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX, BETWEEN STAPLES Imo_ 3/8 BETWEEN iI STAPLES WALL SIDE - STAPLE DETAIL WOOD SUSETRATE 2X WOOD FRAMING WITH 7n6° MINIMLW PLYWOOD/OSS SHEATHING A w `3YyaMES.& ' ..tCE9g��BG.3 N� NIX aersz APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE Kaycan Vinyl Soffit and g S G pg f. L 5 d flaaAx a 9 n ig 3 gz 1 I 5 r aft t T bAE$ 90'P '^ No 49 52 < �Y r SThT �'fA� WS tQ�k i Ety�.�y Ta � Trim Product itayran Drawing Na. Panel length (in) in Thickness(I Net Free Area (sq. in.[lineal ft.) Net Free Area (sq.in,fs ; fL 12"Triple 4So6dSoffit (VI nyl} VSAAf-4801UA Xdd p,04i} n/a n/a 12"Triple 4VentedSoffit (Vinyl) VSAAF-0801U0 144 O.OliO $.55 6.55 12" Triple 4C.enter-Vent Soffit (Vinyl) VSAAS-Lyi(31U0 144 0:040 2.18 213 12"Trlpie4Center•O-VentSoffit {Vinyl}- VSAAF-0801U6 744 0.0401.37 1.37 12"Triple 4Full-O-Vent Soffit(V1nyl) VSAAF*0801UC 144 0.040 4.18 4:18 Kayran AlMminuRi Soffit and TrimfCaycan Product Drawing Na. Panellength (in} Thicknass{in) Not Free Area s . in; lineal ft.. Net Free Area s . in;Jsq. it SP-6(N716"Solid Soffit (Aluminum) 606 144 0,015 n/a n/a SP-60016" Vented Soffit (Aluminum) 605 144 0:915 7.70 6.17 12" 3 PanelSolid Soffit (Aluminum) 9518 144 0.015 n/a n/a 12" 3 Panel Vented Soffit (Aluminum) 17 95 1 44 0015 6.57 - 6.5Z SL5 t 765 6 - .202 878 ,196 04 I (T475�t9 l�s�l 10" DOUBLE 5 SOLID SOFFIT - ViNYL 13i 1 765 �49_ 4 � 45 �, L s3 IJ 10" DOUBLE 5 VENTED SOFFIT - ViNYL 1,4138 01966 SOFFIT F-CHANNEL/TRIM ALUMINUM a 1 •25-r-L .a22 4" FASCIA SMOOTH � ALUMINUM se 2 62 75 .75 R;155 (& 0:0R 0,04 Ra156 ,76 .71 t. SOFFIT F CHANNEL/TRIM VINYL MIN. 378" HEAD DW NAIL WITH 1-1!4'-EMBEDMENT 24" ON CENTER. FOR WOOD SUBTRATE.. OR MIN, 0:097" DIAMETER T-NAIL OR STUB NAIL WITH 516" ENGAGEMENT 2V ON CENTER FOR CONCRETEWASONRY SOFFIT �- F-OHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 2X WOOD FRAMING WITH 7A 6" MIN. PLYWOODIOS6 SHEATHING OR CONCRETFJMASONRY SUBSTRATE WALL SIDE NAIL DETAIL WOOD OR. MASONRY,'CONCRETE SUSBTRATE Rc 49Fs2 ND 1t6Y52 INSTALLATION FASTENER SCHEDULE WO sde F4channoi elm SubstraRe Fastener Emtiedmant M..sii Min GAV'rl a. Nail with 3/V' Head MR. - 1-V4" 24- Wood Three 13) Min, 1" Leg tenth a 114" Width CY w a i J 3f9 24° [n"vete orMasori ry h8n. 0.037°Diameter Nariicned T-Nail or ub sit CNNa Block Naii s/a" z4° Eave)F aada Side Slibamme same Fattener - Embedme,rt Maz.S 3jg" Leg Length % 3/$" Width T50 Gown Sia a 3/a" lnwted 3n Each Soffit Panei Valle Kasxia Wood Faat¢nar FmbEdmeM Ma#.5 ad 5d1-3/4'LDng-#0:072"[)ia. Trld!Nall Stainless 1.314" I 98" 1351 3 5 .375 .486-I-3.b2.. _--3Q 45 ub 4 aaa _== DflAIL A 1233 TRIPLE 4 SOLID SOFFIT - VINYL 415 a299- 2,117, 3 2.aa"7 2.317 .sm- A4 8" BEADED SOLID SOFFIT - VINYL ROOF TRUSS SOFFIT DRIP EDGE C•y nrs a9rFx A iM 49T52 SCIA BOARD FASCIA TRIM FASCIA -.SIDE DETAIL I WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE a 'r c't l0.MES q�. I 9r:- NO 9rsx o's F ROOF/ WALL INTERFACE DETAIL sr 'in �•?OR ^�`"S;CNA WOOD OR MASONRY/CONCRETE SUSBTRATE -,378 ;171. A66. 3S2S 3.625 3.66 I 5 Be4 BA4 12 u== J ff - 'Sf DETAIL A V�-- J1 12 TRIPLE 4 CENTER -VENT SOFFIT , VINYL 13:5t9 :375 $ 45 iU4 }��\\ ///jam i 2 DETAIL A \' 12 TRIPLE 4 VENTED SOFFIT - VINYL I/MA - 11-d-JOS a:]1N]A (110VA8 t,9 I 9 3 9 1IV130 H lIV13G 21 S'c9' r-BLg J 1IVAG 12 3 PANEL SOLID o.35o SOFFIT - ALUMINUM L.,, -- a o 00 2.0 a Q ", �Q.'k'3AME5 qua , No bg75@t 'npD'3( ^r Cf ATF. Op rj""T ' StOAfA 1 ENQ .� p' � JpMFg -4�aQccP CEM:S��A�+'= N =E I 50 c�/ei1P'13• ��` 3' C`4 t0N 10t �Wti 57O�A;ENQ. 113Yi1 M