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HomeMy WebLinkAbout6489 Paden Wheel StL - - - - - -- 1- — — — — — — — — — — — — — — — I I I I I I I I I I All WORK SMALL COMPLY Wilp PPVV! _ NATIONAL ELF0TRlr LOMDA OIJIL, Iw I� ii. !t !�!� AND THE Cl-ry op MDINANCES I I I I I I REvI�+a — — — — — — — — — — — — — — r �rR. � I IT'S OP PLAI�.�.. REV. # DATE DESCRIPTION 1 06-24-10 VALUE ENGINEERING 2 06-07-12 MASTER REVISIONS 16" D. CLOSET SHELVING AND ELECTRICAL REVISIONS 3 08-29-12 MASTER REVS- REMOVED RECESS IN BATH 4. MOVED BEDROOM 6 WALL 4" INTO BEDROOM. MOVED A/C UNITS TO REAR 4 11-27-13 STRUCTURAL STRAPPING FIELD REVISIONS SHT S3.1 BC 5 02-06-14 ADDED ELEVATIONS J & K 6 04-17-14 ADDED ELEVATIONS G 7 10-06-14 -AC/CHASE ADDED AT MASTER BED WIC. -7/DT3 BALCONY DETAIL WAS REVISED. -TRANSOMS AT ENTRY DOORS ELEVS 'F" AND "G" WERE ELIMINATED. -s 10 14 REVISIONS DATE DESCRIPTION PAGE DESCRIPTION 01-27-15 WALL LEGEND CHANGED INT NON CO COVER BEARING PARTITIONS FROM 25 GA MTL 1 B FIRST FLOOR ELEVATION B STUDS TO 2X4 WD STUDS 2 B SECOND FLOOR ELEVATON B 3B EXTERIOR ELEVATIONS ELEV. B 06-01-15 2014 CODE CHANGE 313_1 EXTERIOR ELEVATIONS ELEV. B 4B ROOF PLAN ELEVATION B FROM 7'-0" TO 7'-2" 07-09-15 CHANGED 2ND FLOOR WINDOW HDR. HT. 5 STAIR SECTION / INTERIOR ELEVATIONS 6 FRONT ENTRY SECTIONS UPDATE & CHANGE SHOWER PAN SIZES PER 04-27-16 SHAWN REED 04-22-16 E1 1st FLOORFLOOR ELECTRICAL PLAN 7-1-16 CODE UPDATES (FIRE 07-11-16 RATED SOFFITS) E2 2nd FLOOR ELECTRICAL PLAN 08-11-16 ADDED STAIR DETAIL PER WP1 FLASHING DETAILS MARK KIPP 07-29-16 WP2 FLASHING DETAILS PAGE DESCRIPTION IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. PAGE I DESCRIPTION S1 FOUNDATION PLAN ELEVATION S2.1B FLOOR FRAMING AND LOWER ROOF PLAN S3.1B UPPER ROOF FRAMING PLAN S4.1 LINTEL & COMPONENT DESIGN RESSURE PLAN D1 DETAILS D2 DETAILS D3 DETAILS SN STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS S5 STRUCTURAL DETAILS S6 STRUCTURAL DETAILS ST STRUCTURAL DETAILS SS STRUCTURAL DETAILS C C4 L L � � V a� N Colo, _a�� 4- o -c x �- CL <� o U) e � 3 r �n -60 �4 rz r' ss ai�� i.,pil Z W ,U� tom.:':• .,.il�..0' 1 [va r aCD1 woos�N- '�` 8 o z N Ir m S z o w � U. w � � ✓,0 C-)� WwZ^�,4'�/ktf LU �'�cV� tteat7 55 yq iish. h waLU UQ Ai43l� "'�'� �N ow W o�o� F— V Q s U w¢ryO V„� ❑ WWW GOB T I, 0) 1 - ., • LLJ U f W W 0 0 F- title: LU COVER SHEET 0 o z project no. 2017447 W checked: AB/MC 0 drawn: date: 07-27-17 r ON scale: P 0 SHOWN F- 8 10-27-14 LANAI SIDE WALLS CHANGE FROM 9'-4" TO 10'-8" 9 08-01-16 ADDED STAIR DETAIL_ PER MARK KIPP 07-29-16 0®Nr The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and s certified as such, 0 --------------- I I I I ( I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — J ------------------- LINE OF BEAM ABV. /� o DOOR LOCATION 48" X 36" I 1 HOWE C FOR OPTIONAL SHOWER PAN U_ o SCREENED LANAI 0 7 LJJ 5'-91, 5.9. / 5 5 O u� / 1 1/2" 3'-0' 2'-8 1/2" 3'-0" C) 10 — — COVERED LANAI 11 01\1 BEDROOM #6 C) 9'-4" CLG. BATH 4 9'-4" CLG. A 0 I N 9'-4" CLG. N z 2'-5" 9'-2" 2'-5" z Q NO U-7 J 70 S4 UPLIFT 6 � 12'-0" o� 10 / 2-0" U-10" 2'-4" i; 000 ARCH — — / BREAKFAST HOLD FRAMING 3/4"' ✓ 2'-8" 3'-0" 2'-10 GGop D O 9'-4" CLG. OUT FROM BLOCK , S3 S3 - I WALL TO ACCOM. FURRING ON GG 5 S3 S3 BLOCK WALL S6 5'-8 1/2"N W STUDS LOW WALL 2'-7 1/2"\, 20'_2" @ 12" O.C. TYP @ 2 STRY OW GG e oo WALL FAMILY s3 I 0) 6 - 9' 4" CLG. 5'-9" 2'_0" 5 I RANGE W/ J 0J ABINE N I I 1 Hoop ABov. KITCHEN I— — —� o EO I 1 x OPT. MICRO. 9'-4" CLG. I I 0 J Y o z O° I I ; ---REFER TO o I FRAMING DIMS. LO C� mp I ON STUD PACKS 5 DW III GG s3 2'-111 /2' 2'-4" 6'L.-2 1/2" 2'-3" 7'ILI-5" 8'-4" 5'-4" IV 4" 14'-4" b NOM. LINEN F UPLIFT 4 F___-----_- O -tom _ __J -- y �� Q N wH 3 CAR TANDEM GARAGE PANTRY I REF. I S4 9'-4" CLG. o o --- I O PT co 5 SH L_____�__ sz%A��C' A 7 NO LO LO _� 01 UPLIFT 2 S4 4" DEEP NICHE X 24" WIDE UP 7 EFER TO FRAMING CENTER ON STAIRCASE GQ ab LAUNDRY, PLANS FOR STRAPPING 1 O009'-4" CLG. INFO 2 36" HIGH Y HELF 60" A.F.F. HANDRAIL N `T Q----- �Xn i 11 W D — — — OPT. I I OPT. 1 GG � t - -- ---- S3 0 z o o N DINING GG 7 o W/ 2X8 A0 9'-4" CLG. S3 8 _ DRYER HANSON STUDS U) m o S3 `0 VENT BOX Q Q - Y F_ Y--N — ------------ 14'-10 1/2" z '� -_10 10'-0 1 /2" 8" o UQ Q 19'-8" NOM. 1 _ N p A 1 NO UPLIFT O F I 0- I S3 Q — —12 STO_13 5 D2 I X I TYP @ S4 ARC ARCH ARCH 14 I X NI 04 SINGLE STRY ----- ---- -- 0? LIBRARY [8" I_ 1 F� 16 9'-4" CLG. 010, 4" 4'-10" 4'-10" 8" 3'00 -0" 3" — 17 I I '�� HB zev 10 O ' OLD FRAMING 3/4" NO Q OUT FROM BLOCK D UPLIFT S4 WALL TO ACCOM.FURRING S3 0 ` I LIVING N U 7 �� BOCK WALL `r 9'-4" CLG. Lu � I FOYER— 9'-4" CLG. (0 i i14 HB D 1 1 0 in S3 OPT. 36" HIGH 1 HANDRAIL I = I I I O = A O I I I Q� z 00 6-7" I 11'-3" 1 1 V-6" 5'-2" I 5'-2" I 1 2'-4" 16'-0" 2'-0" W z 00 I 4x4 #2 SYP P.T. POST W/ USP Z o z0 z iO COVERED PORCH i PAU44 @ BASE W/ (12) 16D NAILS p � p � 0 - 4" b I I 9'-4" CLG. _ I DASHED LINE INDICATES o & 5/8" DIA. ANCHOR BOLT W/ �L 0 iv LL I ------------- I LB ELQ_QF_S.QEFJI'-21Y2_1--- I j MIN. 6" EMBEDMENT TYP OF (3) POSTS. ergo 1st FLOOR PLAN ELEVATION 111311 1/4" = 1'-0" LEGEND INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 8'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 9'4" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-8" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS'" BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WALLS TO BE UTILIZED FOR TRUSS NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O. INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER: PROVIDE MIN. 48 GALLON WATER HEATER WET AREAS:: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.C. WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. 0 DOOR SCHEDULE MARK WIDTH HEIGHT THICKNESS COMMENTS 1 3-0 6'4" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'-8" 6'4" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2) 2'-6" 6'-8" 1 1/2" H.C. INTERIOR 4 2'-0" 6'-8" 11/2" H.C. INTERIOR 5 2'4" 6-8" 11/2" H.C. INTERIOR 6 Z-6" 6'4" 11/2" H.C. INTERIOR 7 5'-0" 6-8" NOM. BI-FOLD 8 16'-0" T-0" ----- OVERHEAD GARAGE DOOR 9 2'-4" 6-8" 11/2" H.C. INTERIOR 10 9'-0" 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'-0" 6'-8" NOM. BI-FOLD 12 2'4" 6-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2)2--6" 6-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 6'-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 15 (2) Z-0" 6'-8" 1 1/2" H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE FIRST FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'-0" 1 B (2) 25SH 75 1/2""x63" 8'-0" 1 SEECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" T-2" 1 D 3040 SH 36 1/4" x 48 1/4" T-2" 1 E 24 SH 36 1/4" x 50" T-2" 1 F 1/2 33 SH 25 3/4" x 37 5/8" T-2" 1 G 35 SH 52 3/8" x 62 1/4" T-2" 1 H 34 SH 52 3/8" x 50" T-2" 1 NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. MISCELLANEOUS a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S DO NOT SCALE PLANS. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS MAY BE + OR -. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES IV. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE.4ND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD. f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH HABITABLE ROOMS ABOVE. ''Y2" MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+! ) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN LABEL. b. INSTALLATION: i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: 1. FIRST FLOOR AT 8'-0". 2. SECOND FLOOR PER PLAN. c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. d. TESTING: i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMAYNWWDA 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMAM/DMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE SHALL RECEIVE R-30 BATT INSULATION. c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: i. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. AREA CALCULATIONS 1st FLR. LIVING 1,912 SQ. FT. 2nd FLR. LIVING 27347 SQ. FT. TOTAL LIVING 4,259 SQ. FT. PORCH 177 SQ. FT. COVERED LANAI 167 SQ. FT. REAR BALCONY 166 SQ. FT. GARAGE 722 SQ. FT. TOTAL 5,491 SQ. FT. a r O O $` tom- C) qT Q) (� L r-- O O ,0�� N 0 P _J 00 � -(D LL � T ^® n -0 O i37 Q � '( o mLAI "- d U c� J zw� Ei N .. Cr1� . •. 0 z 0- W Z W p � �I WR00 OZ oiCp ❑ CJ d r 3Ezo r Y)(D' ��ff t7 0 ��� .` .. .N C o� d z � px7- c'o h� z fn w Ali=. �� 0 ��� LLJ O LU pF .. ,fin ~ 'C3 V �# Q � W, �5,x U ❑ �i¢ d W I 0 IL IL a z W z o (�•y w� z a U ,® z z 0 U < Ln 1 o 0 a 1 w Of O W W Lo N Of a a w � a 1 w 0 W w`o ' U 1, 1 0 o w O o 0 W , 7 o W z LUa D 0 W _ 0 U) LU 0 0 u LU U w x W Of w _ 0 0 o 0 U title: W l ct FI nr)R P1 AM 0 0 z project no. 2017447 o checked: AB/MC d rawn: date: 07-27-17 N scale: AS SHOWN The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. L _______________ I I I I I I I I I I L — — — — — — — — — — — — — — — J 0 <V 9 0 in o L0 4 J S6 TYP @ 2 STRY D TEMP O EGRESS 50'-0" 10'-9" 14'-9" 24'-6" < OF COL.4" 14'-5" 5'-0" 14'-4" 5'-2" MIN. (3) 2X4 #2 SPF 10 4x4 #2 SYP P.T. COLUMNS @ BEAM 0 POST W/ PAU44 BEARING @BASESE G O C O V= 24'-2" 5'-9" 5'-9" I — — — — — — — — — — — — — — — T-0" T-0" — — I 0 I 10 O LU � w I a. W _ N I CV EGRESS 14 13 _ � MASTER BEDROOM 8'-0" CLG. MIN. (3) 2X4 #2 SPF COLUMNS @ BEAM BEARING n BEDROOM #5 N 8'-0" CLG. o 7'-8" 3'-6" 14'-2 1/2" 5'-3 1/2" LO 5'-0" 13'-8" = 1 R/1 SHLF — — — — — — — — — — — — — O (08'-0" MEDIA/BONUS ROOM o W.I.C. D CLG. � I - = CLOSET d I i0 ALL SHOWER I LL ` I z GLASS TO BE I t 1 R/1 SHLF 2'-4 " 50 —TEMPERED to Y g TUB J 0 CV 4 r\\`1 lb 6. O-,7' ti 4'-0" BATH 3 3 WC 8'-0" CLG. 4' - 514'-8 0 p A o 10 5'-0" 6'-6" -L 6'-10" 3'-11" 3'-81/2" V-101/2" O4 M a, 5 N. ASTER BATH LAV 8'-0" CLG. 0 N MIN 22 1/2 X 36 ATTIC 4 SHLVS M O ACCESS 12 12 2-2 I I I 9 5 �j 9'-9" I 3'-4" 4'-4 1/2" 5'-11"/ Lee o --------- I LL 6 N i o BEDROOM #4 I _ I _J n I W.I.C. I I It �' TU _ 8'-0" CLG. `" I ------ ---� A #1 = L --- A #2� U `- 1R/1SHLF C - L� II ---- ,' o 4 � 1R/1SHLF 42"H.WOOD HALF WALL OSB BACKING LO I 5 ----------- I N CLOSET w/ OR OPT. 36" H. RAILING I 6 I I 7 w 22 D1 TEMP 8 I I 7 - 11 5 11 11 9 D2 E _ 10 SIM. W/ f I CLOSET = �, I I 11 BEAM I ao > 1 R/1 SHLF113 I 12 I I I I 1R/1SHLF `r 114 BEDROOM #2 5 ------� --- I _ 8'-0" CLG. 15 co w DZ I I 4 S 0 I� ; 01 L� DN 16 ` 1 7 O 17 p co LIL 8'-9" 2'-9" 3'-8 1/2" 3'-1 1/2" 10'-8" LAV _t_.. .�._?) O 6r5- $.. C O12'-0" 0 i _ a EGRESS 0 5 BATH 2 we ti 8 8'-0 CLG. H O $ BEDROOM #3!J _ 8'-0" CLG. I c9 TUB N i ' EGRESS 1 3 O " 6-7" 12'' 5'-2" 5'-2" 17'-5" 2'-11 a10 I I 19'-4" i i 10'-4" 20'4" Iit ,t I - RRAn-1 50'-0" 1/4" = 1'-0" L EGRESS O S6 0 TYP @ 2 STRY CV d �— 60" X 48' SHOWER PAN TEMPERED GLASS SHOWER ON 42' HT. LOW WALL O TEMP iv 0 N <V E0 0 N cm LEGEND INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 8'-0" TOP OF CMU INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR 111111111113 LOAD BEARING). 9'4" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR 71 LOAD BEARING). 10'-8" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WALLS TO BE UTILIZED FOR TRUSS NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O. INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER: PROVIDE MIN. 48 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.C. WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. O DOOR SCHEDULE MARK WIDTH HEIGHT THICKNESS COMMENTS 1 3-0 6-8" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'4" 6-8' 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2) Z-6" 6-8' 1 1/2" H.C. INTERIOR 4 2'-0" 6-8" 11/2" H.C. INTERIOR 5 2'-8" 6-8" 11/2" H.C. INTERIOR 6 2'-6" 6-8" 11/2" H.C. INTERIOR 7 5'-0" 6-8" NOM. BI-FOLD 8 16-0" T-0" ----- OVERHEAD GARAGE DOOR 9 2'4" 6'-8" 1112" H.C. INTERIOR 10 9'-0" 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'4" 6-8" NOM. BI-FOLD 12 2'-8" 6-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) 2'-6" 6'4" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 64" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 15 (2) 2'-0" 6'-8" 1 1/2" H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE FIR T FL OR WIND W MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'-0" 1 B (2) 25SH 75 1/2""x63" 8'-0" 1 SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" T-2" 1 D 3040 SH 36 1/4" x 48 1/4" T-2" 1 E 24 SH 36 1/4" x 50" T-2" 1 F 112 33 SH 25 3/4" x 37 5/8" T-2" 1 G 35 SH 52 3/8" x 62 1/4" T-2" 1 H 34 SH 52 3/8" x 50" T-2" 1 NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES I. MISCELLANEOUS a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S DO NOT SCALE PLANS. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS MAY BE + OR -. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES iv. FIREBLOCKING/ DRAFT STOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2' DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD. f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH HABITABLE ROOMS ABOVE. ''Y? MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOWAND DOOR SCHEDULES ON PLAN. ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN LABEL. b. INSTALLATION: i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: 1. FIRST FLOOR AT 8'-0". 2. SECOND FLOOR PER PLAN. c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. d. TESTING: i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC J. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE SHALL RECEIVE R-30 BATT INSULATION. c. INSULATE ALL CMU WALLS (THAT REQUIRE V P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: i. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. AREA CALCULATIONS 1st FLR. LIVING 1,912 SQ. FT. 2nd FLR. LIVING 2,347 SQ. FT. TOTAL LIVING 4,259 SQ. FT. PORCH 177 SQ. FT. COVERED LANAI 167 SQ. FT. REAR BALCONY 166 SQ.. FT. GARAGE 722 SQ. FT. TOTAL 51491 SQ. FT. t 0 r O Q E ���® L7 (,-4 0-) ui N � _ J � � 0 LL � -0 rr o c x.2) CD � tcS ° w 9 O d f t; ago ��z� W 1:N ^� �$N o� c W Z O 0 F 00 p V:L:.N O p ��. u, � 0 Q R, Loa ,a, z o � ,-e a0 I-SN z ? !j w o o� z � w ° Z,To 0 cn _ r. rx x h oWLU N Q N 2oxE o W _M v ❑ 0 F-D C o IWD'9u: SCIA' AkAk �; r • �x LO a UJ co _ , !0000 -- a , f I W O a 0 U U _ > title: 7nr) 1=I rinP DI A hl 0 0 z project no. 2017447 o' checked: Ab/MCA drawn: LO date: 07-27-17 r N scale: AS SHOWN 0 I !Y } 0 La The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. _ _ I - ----1 - - o I I I I I I I I I I I I I I I I ARCHITECTURAL SHINGLES 18'-4 3/4" BRG. HGT. @ PORCH 9'-4" CMU BRG. HGT. @ PORCH TEXTURED CEMENT PLASTER FINISH -- I I I' �uu INE I I I �IvLu�m - 16" BANDING ATE FLOOR TRUSS- CONTROL JOINT AT BOTTOM OF BANDING BANDING AT BASE BANDING WITH SMOOTH TEXTURE CEMENT PLASTER FINISH s.u�'u FRONT ELEVATION_ 1 /4" = 11-011 OPT. 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GRADE @ REAR ROOF CRITERIA EXTERIOR PLASTER 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ELEVATION / SHINGLES U.N.O. ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS R703.6.1 LATHE. MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), AROUND ROOF OPENINGS. 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS OTHERWISE APPROVED. ON RAKES. R703.6.2 PLASTER. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS EXTEND BELOW, LATH, PAPER AND SCREED. REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3). ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON INSTALLATION INSTRUCTIONS EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE CLAY AND CONCRETE TILE (IF APPLICABLE) : EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD IS DETERMINED IN R703.6.3 WATER -RESISTIVE BARRIES. ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN RECOMMENDATIONS OF RAS 118,119 OR 120. SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE Il; ASTM D 2626, A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D TYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERAL PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH BETWEEN THE LAYERS. SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. R312.2.1 Window sills. In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within 24 inches (610 mm) of the finished Floor. 19'-4 7/8" HEEL HGT. 18'-8 7/8" BRG. HGT. 17'-10 3/4" WDW. HGT. NDING AT SIDE GABLE TO BE WIDTH OF COLUMN AS SHOWN. 12 3_ _ _ 10'-8 3/4" _ 2nd FLR i%.... t T+•s„-t'A, , } -1.". - 9 -4 t' di ' .i .., 9 BRG. HGT. - -\ 9'-0 BRG. HGT. \ 8'-011 WDW.. HGT. OP T. . DECORATIVE HANDRAIL 0 't -OII FIN. FLR. ® ®% 8/8 AT 4' WIDE WINDOWS 6/6 AT 3' WIDE WINDOWS 1 FRONTS WINDOWS AND SIDE WINDOWS 1 1 THAT OCCUPY THE SAME INTERIOR 1 1 SPACE. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Lld`es ILI] I 11 11 _ � rt \ \. IIII < \ "I'll""I'l""I'll'll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll,'ll""I.Ill""I'll"'ll""I'll"''I 4" 1111111 1 1 1 1 1 1 1 1 1 1 ( ) A WIND OW DETAIL II 1 1 /2 = 1 -011 DISCLAIMER 14" PANELED APPLIED SHUTTERS IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. 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ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS R703.6.1 LATHE. MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), AROUND ROOF OPENINGS. 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS OTHERWISE APPROVED. ON RAKES. R703.6.2 PLASTER. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB (4:12), TWO LAYERS OF UNDERLAYM ENT COMPLYING WITH ASTM D 226, SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS EXTEND BELOW, LATH, PAPER AND SCREED. REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3). ASTM D 226, TYPE Il, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS. E ED WITH E OOF DECK SH ALL BE COV R 3 AN ALTERNATIV E THE ENTIR R .AS - IZED SHEET GAGE 0 5 M NO.26 GALVAN 0.019 INCH M A MINIMUM )I ( ) ( AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMENSECORROSION-RESISTANT WEEP SC REED OR PLASTIC WEEP SCREED SYNTHETIC MEETING ASTM D 1970 OR AN APPROVED S ELF -ADHERING S 3 12INCHES 89 VERTICAL ATTACHMENT FLANGE OF 1 WITH A MINIMUM ( W WITH THE MANUFACTURER'SL DERLAYMENT INSTA LLED IN ACCORDANCE WIMM UN) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON INSTALLATION INSTRUCTIONS 9 6 HE WEEP D 2. T L IN ACCORDANCE WITH ASM C EXTERIOR STUD WALLS X 0 ABOVE THE B LACED A MINIMUM O F 4 INCHES 1 2 MM SCREED SHALL E PLACED ( ) E TILE IF APPLICABLE): A / CL Y AND CONCRET T( ES 51 MM ABOVE E AND SHALL BE OF A PAVED AREAS EARTH OR 2 INCH ) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR 5TH EDITION 2014 R9 05 3 SHALL BE IN A CCORDANC E WITH O F THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE R INSTRUCTIONS, OR ELATION INST U MANUFACTURER'S INSTALLATION THE MANUFAC SHALL OVER AND EXTERIOR LATH SHA C T FLANGE. THE XT ATTACHMENT RECOMMENDATIONS OF FRSA�rRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SC REED. CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, EDITION WHERE T HE VASD IS DETERMINED IN FIFTH O R7 03 6.3 WATER -RESISTIVE BARRIES. ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN RECOMMENDATIONS OF RAS 118, 119 O R 120. WOOD -BASED SHEATHING SECTION R703.2 AND, WHERE APPLIED OVER WOO S T PER F.B.C.R 2014 . - 5TH EDITION REQUIRED UNDERLAYMEN ( ) T VE VAPOR -PERM FABLE BARRIER WITH SHALL INCLUDE AWATER-RESTS I H ASTM D 226 TYPE II' ASTM D 2626 SHALL CONFORM WITH R905.3.3 SHA C EQUIVALENT TO TWO LAYERS OF GRADE D LEAST E UIVAL N PERFORMANCE AT S Q AP TYPE II' OR ASTM D 1970 OR ASTM D 6380 CLASS M MINERAL DENTLY L LAYERS SHALL BE INSTALLED INDEPENDENTLY PAPER. THE INDIVIDUAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE E WITH SECTION R 703.8 AND ANY FLASHING (INSTALLED IN ACCORDANCE ) L FIFTH EDITION MANUAL, F TILE INSTALLATIONER-RESISTIVE AND CLAY ROOF I DIRECTED INTENDED TO DRAIN TO THE WATER -RESISTIVE INTEN BARRIER S DANCE WITH WHERE THE NED IN ACCORDANCE VASD IS DETERMINED E BETWEEN THE LAYERS. 8 119 OR 120. OF RAS 11 RECOMMENDATIONS R301.2.1.3 OR THE I SECTION R31 2,2.1 Window sills, e window is located more than 72 inches e of an operable win units, where the opening In dwelling uni I 9 P 9 P o the clear opening of ce below, the lowest art f h �s ed grade or surface above the finished P 9 1829 mm a P 9 the window shall be a minimum of 24 inches (610 mm) above the finished flo or of the room in of permit openings that sections of windows shall n located. Operable s i e window is loc which the w P P are located within sphere where such openings 02 m diameter h sa e of a 4 inch 1 m allow as 9 ( P P 24 inche s 610 mm of the finished floor. ARCHITECTURAL SHINGLES TEXTURED CEMENT PLASTER FINISH DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. �v- CDn r a r- cc'- ( N co N � U) (n {� OIL +. N N 2 1COco-r3 LL `t-® {� la O= O M a (1) U) -a 5 () c� A _ 8 Sift � i Ya a J Yi »3 W u ap Y I dY s V P rP G J"3 a r'a,• � �'1 r V Y -i O WAP o Vr _ h lSyi n �rc } . Gn a� e -a O lb v %• 3 EL9 w z aN � .n f t 0' Z Q ('} o r CJv,O - N V t i n: W p _ �rQ i t Pam, 1cn° rV nJ O F U 0 a ,�, a 'Y. i, O Q ti Z U _z Eli GS r^- Q t LL 0 F U J _Q° W a 0 r� v. . ♦ i (Vtl �' •� R Za 1 m aCIZ Z Jy Pdv O -r j � S p o O UFEe.. Q F fZ � U !SJ iJJ rPi r f P d a+ z r I} 13 � o rn a w Q' Yn a v 4 •3 'Y h� o i r ^J N N %m Q o W tY � ? U +o 1J Q n ~ ts' - Q O U W O NJ LL � ;t•� --1 11 y z wUJ C3 � � V ❑ 4 U ° v `�� � YCOJ'iJNBSQd'h1Mh1 Lo LO L1J Cali I® I i co <; LJ rvo L.,t::.r LLJ 7 :y S 4 4` F 0 0 W title: W W Y ELEVATIONS U Z dD Z) project t no. 2017 447 Z W checked' AB/MC ❑ Q K drawn: m N date: 07-27-17 r N scale: AS SHOWN 0 01 } a 0 U 3 1 m 5" The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. IIIIIIIIIIIIIIIIft J F PLAN ELEVATIOROD I VENTILATION REQUIRED MAIN HOUSE 2,546 S.F. / 300 = 8.49 8.487 / 2 = 4.24 4.24 *144 = 611.04 SQ. IN. 611 SQ. IN. OF VENT REQUIRED OFF -RIDGE VENTS 611 SQ. IN. REQUIRED 611 SQ. IN. PROVIDED (OFF —RIDGE VENTS) f GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. Islumcum IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPON ;IDLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGI=S MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS, N P o N 2 0 C) CD r h C) Q� L m C:) f J ``^/� J N N � t 3 � L- � r- W �1 ® 'q-C t� �X CD(a �C/) ca J 0 Dy %" f Y: J,`yU gyp✓ z p ^y •? 0 , 3 p3 J. ,i,� } z z i� z `x ° via r '� ` • ��Sl w"Os m zg 00 zoo U! O Q•, cu a o B O sr G� c- "' ''• G�� , . 03 zd w 00Z. � LU v3 > Z n cn _ 0 p W w ¢ cn U Li 2 hZoUw¢ Z v y' �� 1\OJJNISQ:C:11:Y1:11 � Lo LO i> D Z,Q ID UJ title: ROOF PLAN a project no. os 2017447 checked: AB/MC drawn: date: k' 07-27-17 scale: M, SHOWN 4B The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. L J L ------- °n .max -'" OPT. REF. LLL-_U� Imo. 3 KITCHEN 1/4" = 1'-0" 2 KITCHEN O' A" ACC 1 CLG HT o--o 000 II�II��lll�l�l�ll 1/4" = 1'-0" 4 KITCHEN 1/4" = 1'-0" ALL ARC 9'-4" AFF CLG HT OKITCHEN 1 /4" = 1'-0" 'I IGR TO MAINTAIN R" SPRINr, POINT ANr) 8'-0' 6 KITCHEN 1 /4" = 1'-0" 7 BATH #4 1/4" = 1'-0" $ ARCH DETAIL FBRC 2014: R311.7.5.1 Riser height. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch (102 mm) diameter sphere. R311.7.5.2 Tread. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.5.2.1 Winder treads. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. R311.7.5.3 Nosings. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more than 11A inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.8.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and the handrails. R311.7.8.3 Grip -size. All required handrails shall be one or the following types or provide equivalant graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6 1/4 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type 11. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not 1Pss than 1 3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches (32 mm) to a maximum of 2 3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). RCH 1/4" = 1'-0" DISCLAIMER MiUrni 9 MASTER BATH 8'-0" AFF CLG HT 11 BATH #3 CLG HT 1/4" = 1'-0" 1/4" = 1'-0" 10" 1" max. I �! / FIRESTOPPING BETWEEN STAIR , STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP & BOTTOM & BETWEEN STUDS ALONG & IN O LINE W/ ADJACENT RUN OF STAIRS IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 1 STAIR SECTION 1 /2" = 1'-0" 1 o MASTER BATH 8'-0" AFF CLG HT 12 BATH #2 REFER TO STRUCTURAL SHEET #ST FOR STAIR CONSTRUCTION DETAILS 1/4" = 1'-0" + T o o NI-M0 0 T c� 00 Cq J o0 N T 1 Z O Q x.T �• d (J) �00 J 'Oz M HUO h�U�if�xn �a�xq�aA' ".. Z,y oo?iJ,, �) /�JI'maIC,,rcQ0: 0 4 ix :Q0 NLL ,�WWFo�c YVOO JNHSGTAIAU1 CL Q L J C!I i ' O Q 'Z O LL! ° Q t1/ LLJ W title: LU z INTERIOR ELEVATIONS 0 0 z project no. 2017447 W checked: AB/MC 0 drawn: a date: 07-27-17 N scale: AS SHOWN O } 0. 05 3 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. L 19'-4 7/8" HEEL HGT. 18'-8 7/8-` 2ND FLOOR BRG HGT. 10'-8 3/4" 2ND FLOOR 9'-4" BRG. HGT. 9'-0" PLATE HGT. 8'-0" TOP OF CMU COL. REFER TO DOOR SCHED FOR FRONT DOOR 0'-Ott FIN. FLOOR REFER TO - JJ/SA FOR STEM WALL 81, ARCH SHINGLES ON APPROVED UNDERLAYMENT PER ASTMD 226 ON ROOF SHEATHING ON PRE-ENG TRUSSES AT 24" O.C. FOR STRAPPING REFER TO ROOF FRAMING PLAN. 7/8" CEMENTIOUS FINSIH ON PAPER BACK LATH ON BUILDING WRAP ON EXT. SHEATHING ON 2X4'S AT 16" O.C. ARCH SHINGLES ON APPROVED UNDERLAYMENT PER ASTMD 226 ON ROOF SHEATHING ON PRE-ENG TRUSSES AT 24" O.C. DBL 2X W/ 1/2" PLYWOOD SPACER 12 l LINE OF BEAM BEYOND INFILL FRAMING TO WIDTH OF COL. WRAP BELOW. DIMENSION IS TO THE FACE OF SHEATHING REFER TO DOOR SCHED FOR FRONT DOOR P.T. 4X4 POST WITH TUSCAN COLUMN WRAP. REFER TO DETAIL THIS SHEET 6-4" 10„ WALL TO < OF COL (V GRADE (-A_1 ENTRY SECTION ELEVATION "B" " BANDING GRADE PROVIDE (2) SHUTTERS APPLIED TO WALL AS SHOWN I L TEXTURE CEMENT - PLASTER FINISH Y. " SMOOTH BANDING � I IT Nt L.•a .. p N co Op .. 0 I ~O m FINISH FLOOR ICI LP®s—® SMOOTH BANDING — —{ r 9 3/8" 00 i 0 --I f 115/8" -TUSCAN COLUMN - WRAP 1'-4 3/4" -TUSCAN BASE - co 1'-1 3/4" ® L i 9 3/8" -TUSCAN- CAPITAL I _J PT 4X4 POST W/ TUSCAN COLUMN WRAP IF COLUMN IS TO LONG CUT EXTRA FROM BOT. OF COLUMN ENTRY DETAIL ELEVATION "B" DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. b 9 p/ z� a o Js� r1L' • y e'.. o i ;§T d'�, C o a w ��i � o: �FotL O ' r\�• ` ti R i o N ° d Qf Q........ `tom Wg� O AM W MWz I�7-i� zjgn^O � w ¢� � oU.LU W 00�� -o Q ti'r. N�^ Wjoer m Z F=Q u ❑ � � 1WJaJNa SC1:I'.41h\P41 I_ 1 t_ title: FRONT ENTRY SEC. B z project no. 2017447 W checked: AB/MC 0 m drawn: date: 07-27-17 N scale: AS SHOWN O I The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. — — I __- 11 i I I I I I I I I METER NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE 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 THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE 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. Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp, Disconnect #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. o mg 4 M, My AM A 1611, �PMO 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT R314.2 / R315.1 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER 2014 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP AND SHALL BE INTERCONNECTED. 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, FAMILY ROOMS, HALLWAYS, AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 4. TAMPER -RESISTANT "TR" RECEPTACLES: ALL 125-VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND EXTERIOR LOCATIONS MUST BE "TAMPER -RESISTANT" PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBRC REFERENCED NFPA 70 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2014 FBRC REFERENCED NFPA 70 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR. SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. REMAINING SWITCHES 48" TO C.L. WALL OUTLETS 12" TO C.L. TELEPHONE OUTLETS 12" TO C.L. TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. DOOR BELL BUTTON LEVEL W/ DOOR HANDLE KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76" TO C.L. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24" TO C.L. KITCHEN REFRIGERATOR 48" TO C.L. WASHER/DRYER OUTLET 36" TO C.L. HOLLYWOOD LIGHTS 84" TO C.L. C.L. = CENTER LINE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET API GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR 220v 226 VOLT OUTLET Id DISPOSAL WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH O MOTION DETECTOR SWITCH (OPTIONAL) sa PRE -WIRED SPEAKER RECESSED LIGHT FIXTURE ®O VR RECESSED LIGHT FIXTURE - VAPOR PROOF OLED LED LIGHT FIXTURE O MONO POINT TRACK HEAD (OPTIONAL) PENDANT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WALL MOUNTED STRIP LIGHT UNDERCABINET LIGHTING (OPTIONAL) Q WALL SCONCE EXHAUST FAN EXHAUST FAN & LIGHT COMBO - OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) GHIME5 CHIMES 4 PUSHBUTTON SWITCH O CARBON MONOXIDE/SMOKE DETECTOR TELEPHONE OUTLET PREWIRE 7 TELEVISION OUTLET PREWIRE QTHERMOSTAT ll ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SECURITYSYSTEM KEYPAD O PRE -WIRE FOR CEILING FAN O FAN/LIGHT COMBO SECURITY/FLOOD LIGHTS GAS METER JB JUNCTION BOX } r C7 CD cll�p U � O0 � N � _J 00 cc) � >>D-or` n d C:) r Qx' CD — v U C6 6 1 yam` •� f n J s ^; 0 LU H N o� 3Qz �Z �a0 z � �03 �z� N �2 O� Wa 0 Wr ono Z"F o00 V N O o t®il -r ❑ F a=�¢�� e 2 r N m Z O o T Q a C3 � z (z) w� �0 w Z0 0 `^ r— 2 M - Q VIxV LL O Z v ❑� c 0 T U `V 1YO:J'JNilSQ:I'll4111 o L m ' 0 0 a w z z w 2 z c7 0 0 w 0 U Z i 0 U co 000 N i w � d w ' �"y ��1 ,p ` V a w � a 1 w x 1 w �q t'1 w x U' LL w 0 a LU Q of af a o w w a UJz_ 0 a 0 0 U ^ VJ z 2 D U 0 0 w Ld U U) W Of W 0 x i w 0 oa x a 0 v ; UJ Of title: UJ 1st FLOW o ELECTRICAL PLAN 0 Z project no. 2017447 0 o checked: AB/MC m l drawn: date: 07-27-17 N scale: AS SHOWN O T l _(9 } 0 E 1 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such, r--------------- I I I I I I � I I I L— — — — — — — — — — — — — — MAru ':t 2nd FLOOR ELECTRICAL PLAN- 1/4" = 1'-0" NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE 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 THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE 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. Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METERV-210 or 4/0 S E R Al MAIN 0 200 amp 150 amp 1Y01irol 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT R314.2 / R315.1 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER 2014 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP AND SHALL BE INTERCONNECTED. 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, FAMILY ROOMS, HALLWAYS, AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 4. TAMPER -RESISTANT "TR" RECEPTACLES: ALL 125-VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND EXTERIOR LOCATIONS MUST BE "TAMPER -RESISTANT" PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBRC REFERENCED NFPA 70 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2014 FBRC REFERENCED NFPA 70 o® C.-4d WM J to M N N _ r- _ o I.. r o� X t� M CD �, d U) (u ca 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS a ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR. SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. REMAINING SWITCHES 48" TO C.L. WALL OUTLETS 12" TO C.L. TELEPHONE OUTLETS 12" TO C.L. ' TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. w o DOOR BELL BUTTON LEVEL W/ DOOR HANDLE m 1 KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76" TO C.L. am Z w T zp N KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24" TO C.L. w o Pm O a o o p- N H a Z O KITCHEN REFRIGERATOR 48" TO C.L. U z z Vf ¢ ❑ n WASHER/DRYER OUTLET 36" TO C.L. 9 it Q .. ¢ u" �Q p HOLLYWOOD LIGHTS 84" TO C.L. o m g z o N_ C.L. = CENTER LINE i w � C7 O_ U W ELECTRICAL KEY <�' LL ow ZIQ �� W Q au Q W=uo uj Cj 0� w w �w� � DUPLEX CONVENIENCE OUTLET c=i � 1COJ'`JA7 S4:1't\,Y\Y1 WEATHERPROOF DUPLEX OUTLET 6FI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR o F_22oV 220 VOLT OUTLET o aDISPOSAL WALL SWITCH a z $3 THREE-WAY SWITCH _ 4 $ FOUR-WAY SWITCH Of I _ DIMMER SWITCH o w U O MOTION DETECTOR SWITCH (OPTIONAL) z c=i z z sP PRE -WIRED SPEAKER U < M Lo 00 RECESSED LIGHT FIXTURE 0 ®O RECESSED LIGHT FIXTURE - VAPOR PROOF w w ofV L0 yP o ^, V OLED LED LIGHT FIXTURE c Z a O MONO POINT TRACK HEAD (OPTIONAL) w w I co PENDANT FIXTURE ��ff" w w _ F- Lni/ �- SURFACE MOUNTED LIGHT FIXTURE � Z OU � WALL MOUNTED LIGHT FIXTURE 0 o z 0 cc a W < Q 4 FLUORESCENT LIGHT FIXTURE cc D a WALL MOUNTED STRIP LIGHT w ry UNDERCABINET LIGHTING (OPTIONAL) z W Q WALL SCONCE o w_ 1 4 EXHAUST FAN o - I- I- (%� EXHAUST FAN & LIGHT COMBO z OUTLET FOR GARAGE DOOR OPENER Lu o 0 SOFFIT OUTLET (OPTIONAL) w u) w GHIME5 x ~ CHIMES v 4 PUSHBUTTON SWITCH w O CARBON MONOXIDE/SMOKE DETECTOR TELEPHONE OUTLET PREWIRE 0 � w TELEVISION OUTLET PREWIRE o 4 THERMOSTAT r o ELECTRIC METER N 0 ELECTRIC PANEL w w title: Q) 2nd FLOOR DISCONNECT SWITCH z ELECTRICAL PLAN SECURITYSYSTEM KEYPAD o o z project no. 2017447 102 PRE -WIRE FOR CEILING FAN w checked: AB/MC 0 m drawn: date: 07-27-17 O FAN/LIGHT COMBO N scale: AS SHOWN SECURITY/FLOOD LIGHTS I GAS METER } JB JUNCTION BOX 0 y' 2 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and `.s certified as such. I L J 12 PITCH AS PER ELEV. 50# FELT OVER METAL FLASHING SHINGLE ROOF, U.N.O PER CONTRACT TYPICAL VALLEY FLASHING DETAIL N.T.S. 3 TAB 25 YR SHINGLE ON APPROVED UNDERLAYMENT ASTM D 226 OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATHING & EXTERIOR FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL.HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A SEE NO- 3 )ODEN IM SILL PLATE WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOWSILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING TYPICA N.T.S. MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE -71 (ASSEMBLED DWINDOW) D cn _ _ z z FLASHING WALL PER PLAN 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES U.N.O. SHINGLE, U.N.O. PER CONTRACT 6" RUN KICKOUT FLASHING 6" - PAST EDGE OF ROOF TYPICAL ROOF TO WALL TYPICAL ROOF TO WALL FLASHING DETAIL FLASHING DETAIL N.T.S. PLAN VIEW N.T.S. FLASHING FORMED CAP HOUSE WRAP WIRE LATHE CEMENT PLASTER FINISH CAP 0 LOW WALL N.T.S. EXTERIOR SHEATHING WALL COVERING ��ryF FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING R RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE RFsis EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS sq REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER SILL PLATE ,�,�� ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 (SEE DETAIL B FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 2 FOR OPTIONS) � EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED �5 OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT �P9- LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING O APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND OR FLASHING DETAIL TO THE SURFACER SUBSEQUENT DRAINAGE. FFLASHIING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLEDO IN ACCORDANCE WITH ONE CEMENT WEATHER FOLD UP WEATHER PLASTEF RESISTIVE RESISTIVE BARRIER & BARRIER TEMPORARILY SECURE WIRE LA ,'z 1 HOUSE V TO OVEF FLASHIN EXTERIOR SHEATHING SILL PLATE 2 DO NOT FLASH - OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 1 2 FLASHING HOUSE V WIRE LA' CEMENT PLASTEF NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOV SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL N.T.S. OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A WIRE LATHE MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE CEMENT BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PLASTER FINISH PROTECTION AT THE HEAD AND SIDES. FLASHING CEMENT 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. PLASTER FINISH HOUSE WRAP 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. FOLD UP WEATHER 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. BARRIER AND r 0 O N ON co N 00 - r- LLLL p ' C) L O X �� w, ID D Ja a lid � a .,� ZW� a 0Z z Q w M Q A �Q(o �LLZo a � �w�D Ew � U F Nmg ZOaosa a r C)W 0 � �Z Op w f M Z�1lm�rn0 '' w o Q w iE1"oUJ w' ' .-U °a `° Q a in -ALL �0 U w w ❑ N Noo•oxasoam&M 5 LL Q N LO W Z N '11�r M O Q � Z p o Z z O W�g WM w vJ 'ORARILY JRE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME � title: CONSTRUCTION. N FLASHING DETAILS z THEIR BARRIER 6. AT WALL AND ROOF INTERSECTIONS. o s project no. 2017447 7. AT BUILT-IN GUTTERS. S2 VVHLL VI-'CIVIIVV N.T.S. W checked: AB/MC drawn: r date: 07-27-17 N scale: AS NOTED 0 a �� 0 U mat ' The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. 4_1 17— 0) 0 0 N CC) 04 - I 0 Ce) 0) 0) 7/8" Cement Plaster 7/8" Cement Plaster y JCN 00 00 WEATHER RESISTIVE BARRIER A V WINDOW UNIT in accordance with in accordance with LL f'- r, p DOOR ROUGH OPENING SLOPE ASTMC926 ASTMC926 I.. ............ 0,3 In 1 12,0 in r X co . . . . . . . . . . . . . Felt backed metal (D M (D R. Felt backed metal I WOOD FRAME CONST (0. 6 c m 3 0.5 cm) lathe in accordance U) lathe in accordance ............ SELF -ADHERED FLASHI* 4'-1' BEAD OF CONSTR. r .............. ADHESIVE TO BE AP SELF -ADHERED BY LAPPING DOW _' PLIED UNDER FLASHING with ASTMC1063 with ASTM C 106 3 0 W iN ... OVER RIM JOIST AND THRESHOLD OF DOOR AND RETURN a " ............. ....... ... per WALL BY 6 IN. Building Paper Building Pa EXTERIOR ........... UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING ........... CEIVIT. FIN, .. . ..... 7/16" O.S.B. sheathing 7/16" O.S.B. SELF -ADHERED FLASHING BUILDING PAPER sheathing SEAL TOPS OF JOIS-BS,ti WIRE LATH ........... ............ -77 ............ Keep top edge JNDER DECKING -.1 .......... .. ............ SUBFLOOR ......... .. Metal of we screed (SEE DETAIL WP07) 4 Flashing 2" below top of block ............ L J ............. 3 1/2" —RIM JOIST .......... Unperforated ............. ............ vutcum ............ Flange 7/8" ............ .......... cauk bottom Weep Screed joint only ........... ............. .......... Maintain Metal Flashing Bottom of 3-1/2" Unperforated Weep Screed Flange 7/8" Weep Screed 1 1/2" to 2" Above Roof 1/2" Cementitious SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A Sheathing Decorative Finish CEIVIT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER All inside and U ,0 outside corner will M need to be miter MECHANICALLY FASTEN IF RUBBERIZED ASPHAL cut and caulked all EXTERIOR SHEATHING RUBBERIZED 21 3/4'-1' BEAD OF CONSTR. NEEDED IN CORNERS ASPHALT ADHESIVE EXTERIOR SHEATHING ------- INSTALL SELF -ADHERED Cement Plaster butt joints need to ADHESIVE TO BE APPLIED U FLASHING JAMB & HEAD THROUGH SELF-ADHIERE ADHESIVE in accordance UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW FLASHING SELF -ADHERED FLASHI with ASTMC926 Vulcum caulk for all (SEE DETAIL WPOI) ...... OR EQUAL WEATHER PROOF CAULKING over wood 2nd ........... .......... RELEASE PAPER COMPATIBILITY''' REFER TO TECHNICAL SCORED floor LETTER ON CHEMICAL E SELF -ADHERED FLASHI -ADHERED FLASHING, (BEFORE FOLDING, SCORE SELF -ADHERED RELEASE PAPER TO EXPOSE Ck EXTEND A MINIMUM 6' ADHESIVE AS SHOWN) VERTICALLY FROM z BOTTOM OF 9 -1 ZaW3Z 8, THRESHOLD 52Z M;q 0, 2 25 CQ UJ 6 0 F= U SECTION -A (SEE DETAIL W4�(2) 25-51to- F l:44 3 O�O p SELF -ADHERED FLASHING C) IL Z 0 O 0 1/2" Cement - 7 z Plaster Finish LLW z om z W W�^ IL W It- Is M S� o M NAILING FLANGE z SELF -ADHERED FLASHI G Perforated 2 1/2" Per < 150, '0 ��k •Ii 0 U,� SEAL TOPS OF JOI Flange 1/2" Weep LLn' F F- - DO NOT FLASH OVER Wz W UNDER DECKING Bloc Lu BOTTOM NAILING Screed W Cr U FLANGE (SEE DETAIL WP07) Cement iE W_ D Plaster over block SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING I st floor HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Install bottom Slab edge of weep screed 1" below finish floor 0 a. W OPTIONAL DETAIL M6 z FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION Note: WHERE ROOF MEETS VERTICAL WALL The building paper and metal WALL SHEATHING W CD W (D ASPHALT SEALANT /2 lath must be installed over the EEP SCREED DETAIL EXTEND MIN. OF 6" GALV. MTL. �ffi 14" ASPHALT BASED OUTSIDE OF FLASHING (TEXTURED, PAINTED CRICKETAS 'UFLASHING ROOF CRICKET: 1 EXTER. WALL FINIS SEALANT APPLIED top of the weep screed. SCALE: NOT TO SCALE z SPECIFIED MIN: 3:12 SLOPE BEHIND FLASHING BY PLAN (2) (REQUIRED AT 6" X 18" H GALV. 2-1 R Lo cn ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. AND EXTENDING A LOCATIONS) AT ENTRY V) MINIMUM OF 6" ABOVE [L PLASTER STOP 6" VERTICAL RISE OF C LO ROOF i LU SHINGLES FLASHING AT KNEEWALL LLJ CV 6" X 18" H GALV. SHEATHING 0. W DIVERTER SEALANT FLASHING CON FLASHING 6, C) FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS FL O SELF-ADHERED FLASHI 3: 4, FASCIA WITH ROOF VALLEYS & ROOF CRICKETS. 1 6" HORIZ PATCH z 0 LL z ROOFING FELT 3/ �*.*.,., .... . 77, FIGURE 2: WALL FINISH a. 2 13: FLASHING DETAIL AT CRICKET DOUBLE 0 TEXTURED, PAINTED JOIST ...... ... ...... KNEEWALL INTERSECTION ROOFING SYSTEM IS CERTAINTEED LANDMARK TL ..... EXTERIOR WALL FINISH SINGLE WOOD 'n OR AR ASPHALT SHINGLES MANUFACTURED BY OIST BEAM 3ELF-ADHERED FLASHING J HOLD EXTERIOR CERTAINTEED CORPORATION. BELLlWJ SELF -ADHERE FLASHI 0 V, _> FINISH 2" ABOVE v, n z% ROOF 36 ........ .. 3' MIWZ 8" 8" 8" 8" e, FLASHING —ADHERED —A DHERED SELF SO F U) -------------- ------ FLASHING FLASHING z SEALANT D o U1 co NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING -ADHERED FLASHING -ADHERED FLASHING UJ CAULKING SELF SELF NAILS. 3/8MIN HEADS. 6 PER SHINGLE. DECK JOIST OUTSIDE CORNER 0: " 0 PC (0 Line valfe-y 6i4 centering Groun Y, 10 Dec 36" wide 0, 0, LLI ertainTeed Win erGNrd 0-0 r 0 ate proofing Sin le et\a men ASPHALT SEALANT: nderlayment or THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL cuivalent direc� to 00' EXTEND MIN. 6" ABOVE eck. Water Resistant FLASHING Rake FLASHING AND WATERPROOFING 6 TO 12" Metal Barrier ---------- Drip Lath METHODS TO BE USED. cg PER PLAN o not nail within Edge Tq,es SPECS. 6" f EmbedeaAh shingle Sheathing title: 6" HIGH oin a 2" DIVERTER valley centerline wide trip o � asphalt Stuccorn FLASHING ragingcemrt. Save 7" piece -4 FLASFLASHINGFLASHINGDETAILS GALV. U FLASHING cute" se in 5th Cour 7' --KU 4- TYPICAL. E 0 diagonallyfupper Extend the shingles A 0 ner of trId med over the rake and 4 - ROOFING FELT eaves about 1/2" 4 4 . 'j4 s le. if drip edge is CC —DRIP EDGE or about 3/4" z project no. 2017447 if no drip edge is used. Foundation checked: AB/MCco '4 FASCIA Cut shingles 2" A 4. drawn: 133 back from -b4 A • 4. valley centerline A LO date: 07-27-17 0 FIGURE 3: CORNER DETAIL N scale: AS NOTED 5 FLASHING DETAILS- N.T.S. FOUNDATION WEEP SCREED >q `2 a. W P 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. ---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I -J gin,-n" FOUNDATION PLAN 'B' 1 /4" = 1'-0" GENERAL NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 3 1/2" THICK CONCRETE RENIF. WITH 6"X6" #10/10 W1.4XW1.4 W.W.F. OR FIBER REINF. CONC. ON 6-MIL. POLY ETHYLENE VAPOR BARRIER ON WELL - COMPACTED, CLEAN, TERMITE TREATED FILL. 3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@EA. END. LAP SPLICES SHALL BE NO LESS THAN 25" 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. EI INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM(8'-0" O.C. MAX U.N.O.)(REFER TO NOTES) FOUNDATION KEY NOTES 1❑ BUILDER OPTION: IF SUBDIVISION DOES NOT REQUIRE MULTIPLE STEPS, DEEP MONO DETAILS CAN BE DISREGARDED. CONTRACTOR TO FOLLOW DETAILS L/S3 AND PLACE INDICATED PADS AT EACH COLUMN. NOTE: WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "B" OF THE FBC 2010 IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARETO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ANOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. BORACORE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. FOOTING SCHEDULE O2'-0"x2'-0"x1'-0"d W/ (3) #5'S EA. WAY O2'-6"x2'-6"x1'-0"d W/ (3) #5'S EA. WAY 2'-6"x2'-6"x1'-0"d W/ (3) #5'S EA. WAY O - = PADS ONLY REQUIRED WHEN L/S3 IS INSTALLED OTHERWISE DISREGARD O2'-8"x2'-8"x1'-0"d W/ (4) #5'S EA. WAY 2'-8"x2'-8"x1'-0"d W/ (4) #5'S EA. WAY 3" " = PADS ONLY REQUIRED WHEN L/S3 IS INSTALLED OTHERWISE DISREGARD O3'-0"x3'-0"x1'-6"d W/ (4) #5'S EA. WAY O4'-0"x4'-0"x1'-4"d W/ (5) #5'S EA. WAY O 3'-6"x2'-0"x1'-4"d W/ #5'S @ 6" O.C. EA. WAY (3" FROM EDGE) O4'-6"x4'-6"x1'-4"d W/ (5) #5'S EA. WAY O3'-0"x2'-0"x1'-0" W/ (3) #5'S EA. WAY COLUMN SCHEDULE 1 0 3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE AND HTS20 TO GIRDER ABOVE (3) - 0 (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 0 4x4 #2 SYP. P.T. POST OR 3 %"x3 %" 1.8E PSL COL. W/ ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW O5 3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE AND HTS20 TO BEAM ABOVE (3) - O (3)-2x4 SPF OR SYP#1 W/10dNAILS @8"O.C.W/ HTT16 BASE SEE ROOF PLAN FOR COLUMN CONNECTORS @ O (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 0 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 9 0 3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 10 5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE & HTT16 TO BASE \! (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ MTS12 TOP AND HTT16 BASE } (2) 6x6 P.T. POST OR 5 1/4"x5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1/4"x5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND LGT2 TOP. (2) @ 3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1/2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE DRY LINE TO ICE BOX - - - - - - - - - - - - - - - - - - - SINK DUAL VALVE UNDER SINK A� R. O. DETAIL S1.1% N.T.S. W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU W J >: CO a. 1 CONTROL JOINT DETAIL S1.1 SCALE: 1 1/2"=V-0" °'_ vp--#5 CONT REINF SEE FND. FOR QUANTITY r ' #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, sut=a`=z� TYP. U.N.O. 2 TYP. CORNER BAR S1.1 PLAN DETAIL SCALE: 1 1 /2"=V-0" "- �- O (D -_ I-,- rn O 00 LL r 00 — I CL O 4- , g :j k � 1 LU W ,C)�t^?t�ltl�li/i Zz a.a� �z u: 00� tno V N L atx' �8o�y O x' oQp.: caiZz F voEr ub 7 U3 z o �, T ',-� LLLLs�O Iz ;j ^� �;�1..° CV ti LLI S 6 � u. O :11" 'b ^J r� j _ Q V �ZLL W� � v ❑ �D U 7 - 1C0D'JA3SQ:Ch\:11:11 rIn V LCN W ^< L.L d- < W Z_ N I L.L 0 a mt Z 0 OI Z z O W Q p J Q CO w ram^^ vJ 0 0 T x c� iY r a 0 U U LU title: W lr Pni minAT1r)NI PI ANI z I MONOLITHIC 0 z project no. 2017447 w checked: AB/MC 0 drawn- 0 date: 07-27-17 N scale: AS SHOWN I %.:) 1 i 1 I The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. ---- I I I I I I I I I I I I I I I I I I I I I I I I I 10'-9" I 18B L_—— — — — — — — — - D3 1 fl 21 _ �� Cn DBL 2x8 LEDGER w/ SIM / 8 I I 5/°0 A.B. @ 24" O.C. D3 I @ T.O.B. 10'-5" COORD. TRUSSE 6 _ € W/ TRUSS MANUF. R S6 FT19G ! I LI I FT19 L i FG3 1 14' -9" 39'-3" / I r1 e TRUSS GOES AWAY W/ RAISED WALL ORD. W/ TRUSS MANUF.) I I I FT17 J S6 11 `-11111 1111 11 11 11 1 ° H2 �0�� ���°► y�i� �� �� �� �� , J FT7 FT6 �-h IFT5 A a 1fEEE� 11 E �'� IIAII II II II III II II II II II II R t° SECOND FLOO B_ � II II II II II J # ; I SECOND FLOOR TOILET u I Ij' I11I 4 I I I I SPUD PA&S HOLD END JOIST 7 OFF OF WALL D3 3" FOR FINISHES FT3 II II I II II n I 71 N 1. 0 ST PACK - -1 L L L J J L L L J L J SO I �I _ — L _ _ f F78 O gg 1 � LO _ _ LID= — +� .�— — - — - �.i2 SECOND FLOOR a _ -. �4 4� AD H2 C' �� � � TOILET O — —T23— II ' O I 0 J S6 calm N r,_Ico 0 CD9 I q.. r-IN 00 chl�t' N N 23 c�lv' 0 z =Q° U U 0mm LL U_ o z�Lu v �OW �SIM D2 2 Xi E(2) 4-PLY BM1 I i FT11 — 1 F I I FT12IS w , _ II gm II II II II II II D1 I II II P7 z T W — — — ❑ � 1 �❑ 7 ! M1 II II II I `97F 1 11 11lT� N 1 ,,, i — D1 — I� ; TYP AT LOW ROOF O SECOND FLOOR — MI� TOILET nTj c� — — =Iyur�rPYT .7 11 r j �y ��- D1 PIG G SECOND FLOOR I 01 TUB — — FT15G R S6 3 /12 PITCH WITH 8" H E c 4 R R S5 _ SIM. AT E' CONN. IT GOA E 7 _JL I I I II II II II I M4 LL M3 I 4 S5 SIM. AT CONN. USP HD4101F W/ (10) 10D NAILS AND (6) 3/16" TAPCONS TYP. @ BEAM TO MASONRY CONNECTION (2) 2X12 #2 SYP BEAM W/ 1/2" FLITCH PLATE W/ (2) USP HTW20 STRAPS TO COLUMN TYP. EDGE OF BUILDING A G TO < OF BRIG AT FRONT PORCH 6 12'-6" 16'-8" 6" 20'-4" LOWER ROOr FLOOR FRAMING "OLAN ELEVATION 9913" 1/4)) = 1'-0" S6 m C- N Ln 0 COLUMN SCHEDULE O 3 1 /2%5 1/4" P.L. COLUMN W/ HTT16 @ BASE AND (3) - HTS20 TO GIRDER ABOVE 2 (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ 0 (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS O 4x4 #2 SYP. P.T. POST OR 3 Y2%3 Y2" 1.8E PSL COL. W/ ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW 0 3 Y2" x 3 Y2" P.L. COLUMN W/ (6) 16d TOENAILS T&B "NO UPLIFT" (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. © SEE 3/D2 FOR MORE INFORMATION. 7 (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE 8 O & HTT16 W1 5 8" ATR DRILLED & EPDXIED W 8" EMBEDMENT TYP. @ 3 1 /2%5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE CORNERS O9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 1 D2 10 5 1 /4%5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE 6x6 P.T. POST OR 5 1 /4%5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1/4%5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND (2) LGT2 @ TOP. 3 1/2% 7 1/4" P.L. COLUMN W/ HTT22 @ BASE P.L. COL. W/ LSTA24 BM. TO COL. W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE 1 S5 SIM AT CONN. 1❑ (2) 12D TOENAILS EA. SIDE TO BEARING WALL. ❑2 PROVIDE (4) 2X8'S #2 SPF COLUMN UNDER BM1 BEAM AND FG4 GIRDER. ATTACH W/ (2) O AT BOTH BM1 BEAM AND FG4 GIRDER & USP HTT16 @ BASES. ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. PROVIDE (4) 2x4'S #1 SYP COLUMNS UNDER FG4 ATTACH W/ (2)OAND USP HTT16 AT BASE ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. 4❑ PROVIDE (3) 2X8 SPF STUDS @ FRONT SIDE OF (4) 2X8 STUD PACK REFER TO DETAIL 7/D2 ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. ❑5 (4) 2X4 #1 SYP STUDS W/ USP HTT16 AT BASES OFLASHING AT PRECAST AND EXT SHEATHING UPLIFT CONNECTION CROSS-REFERENCE P MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF SYP SPF FASTENERS A HETA20_ _—_-- 1810 1810 — _ 9-_10d-x 1,1/_2" 9171 100 x 1 1/2" HTA20 _ _ HTA16 __ ._16_1.5----- --- _ 1615_ ._1585 1585 10 - 10d x 1-1/2'___ 10 - 1 Od­x 1 112' - B HETA16 _C .. H2.5A -6_00 __-__ _---535_-_- _ 10__8d.- _ _R_T7A __-- _ 670 565 .. 10 - 8d X 1_-1/2' _ H3--- - --455 --- 14.50 _ 320 -- 8= 8d -- — - 7 - 10d x 1 1/2" RT3--- HTA20 18 - 610- - - --- 1400 -_ _525 1400 8= 8d X 1.1/2" - - 10 - 10d X 1 112' —D — E - META20 F - -- HHETA20 2235 _ 10 - 1Od x 1 112" G H 10A - 1340 _1015 18 - 10d x 1_1/2' RT16A 1380.-_— 1160 9-_1Od X 1 1/2' & 8-1 Od 5I8 ANCH ! 20 10U>�ct 1/2 __- H _ HTT4 3610 1 --- — 3105 _— O -_. 5l8"ANCH 118 _1_Odx1 1/2 _ HTT4 - 2715 - -- --------(-L----- J _ HTT5 __. 4350 __ 3740 5/8" ANCH. / (26) 10dx1-1/2' HTT5 3225 5/8" ANCH, l(28)10dx1-1R __ HD3B ___ 31Q _.__ .. ___3QQ—___ 5/8 DIA BOLTS _,-_ WANCH 3/4"STUD BOLTS TDX2 TZ_, TDX6 __ 2345__ 5320_ __ _,_ 2 __5/8 DIA. BOLTS ___ 2 DIA, BOLTS___ —K ___ M _____ti[?5B __HD713 * _ 6645 _ - 5650 7/8"ANCH.314" STUD BOLTS _ TDX10 _ _ 7845_. _ — _ _7/8 4 - 7/8' DIA, BOLTS. _ N _. LUS26 .-.. ._1165/1070 "_ 1005/915 .* 8 - 10d x 3" JUS26 1115/1060** 8- 10d __p —___—tlUS26_.__1550/3335 1335/2820** 20-_16dx3.1/2" HUS26 1925/3295 — -_ 20 16d x 3-1/2' �)____—____ Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-112" R MTS12 1000 860 14 - 10d x 1 112" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2' MTW16 1195 1005 14-10d x 1-1/2" T _._.. MTS20 1000_ 860 14--_10d_x 1 1/2' ____ __MTW20 _ 1195 _-_ 1005 14-1.Od x 1-1/2' U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8" ATR W/ 5' EMBED W/ SIMPSON "SET" EPDXY V LGT2 _ -_ 2150 1850 16 ( )16d SINKERS & LUGT2 1850 _ 1810 (16)10d NAILS AND i (7) 1/4" x 2-1/4" (5) 1/4' x 3" WEDGE TITENS BOLTS "X HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP 1 585 535 10 - 10d SPT22 685 8 - 10d -SP2 1065 605 12 - 10d SPT24 1030 -_ _ 12 -_1 Od _ H P2 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+� 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY (B) OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) (+)� TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE a AS DEFINED FOR HIP PLANING TRUSSES. R1} 1 OR 2 PLY CARRIER -(A) T 0 co STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS /2 x CONT LEDGER o INTERSECTIONS. SPLICING a TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER w STICK FRAMING SPLICING. < MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS GENERAL NOTES BUILDING WRAP TO GO OVER FLASHING 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. #2 5. ALIGN TRUSSES AND HAND FRAMING SO ALL FLASHING TO BE FLEXIBLE GYPSUM WALL BOARD WILL BE CONTINUOUS FROM SELF ADHESIVE TYPE FLOOR TO CEILING. WRAP LINTEL CONTINOUS #1 AND OVERHANG 3" ON 6. TRUSS MANUFACTURER TO INSURE DESIGN BOTH SIDES CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: PRECAST LINTEL A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON N TS oo �" )R c� Mrn� �J�Nr3 00 OF -�..� �q 1 I O t� "�� (XZ O m 4— (ll rt U) t7 t0 • > 5. • a i .-i ... /f N Z '\ ��� � Z O i•'' '' i a Z4¢ F Y 0 ZN W W � 0 H V �t�h ��^ �� LL O W .fie t� w LLI ll r2a„9R O < "N J Q ^" o z x Za w o c7 AU � O 1�'t .� w°¢� QN Z n ¢ ¢�� liJ � KKK p W LU � �LJ I' 6! V.. , WU_0 LQ m Wal W ❑ �; FCOJ JA3 SQd1\A\:A1 �' �T r i / 00 a_ N1. O� Q LLJ LO N z �. I..L 0 Q . z C) o z z O Lu ° Q Q J 0� Q m n000 UJ r___I v, PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE ° BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN cL ADDITION TO BRACING AND BLOCKING SHOWN ON title: PLANS. FLOOR FRAMING AND Z o LOWER ROOF PLAN 0 Z project no. 2017447 o checked: AB/MC m drawn: NOTE: DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES SEPARATING USABLE SPACES INTO 2 OR MORE APPROX. AREAS WITH NO AREA GREATER THAN 500 SQ. FT. DRAFTSTOPPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING MEMBERS LA) date: 07-27-17 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, NN scale: AS SHOWN CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT Q OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT �. RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. ; S2m1 B The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such -----� I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — I O L0 I M 1 4 S5 (1) USP MUGi-15 w/ (1) PHD2 0 w/ %" DIA. ATTACHMENT ANCHOR. BUILDER TO PAD Lo OUT TRUSS PER 1/S6M. 3\X7 PL COLUMN TO BEAR DIRECTLY ON CMU W/ (2) MSTCM40 STRAPS BELOW TYP. 0 Zfl N 0 u GABLE NOTE 7r 8" GABLE OVERHANG WITH A 12" EYEBROW ACROSS GABLE REFER TO ELEVATIONS REFER TO L/SS FOR MORE INFO 10'-9" 14'-911 (2) 2X12 #2 SYP BEAM W/ 1/2 FLITCH PLT. W/ (2) USP HTW20 TO COLUMN AND USP HD4101F O G W/ (18) 16D & (10) 1OD NAILS TO TYP. WALL STUD PACK. 18 Al Al A D1 I � I II II 3 �i4'I m j 'I I ;I 18'-4-3/4" BRG. AT BALCONY i I II II II II II II I �I i '.I ci 5 L NTH F H R H11 m II II II II II II II� it II �' II I II II II II A2II II II 1 gg — i,— sl I� YR H2 � \ \ HEA R TO ATCHDTH G. II OF S D. BE OW AWACH II II q 24'-611 (:::4 SEE GABLE NOTE S5 N n ARSON L - .5tUfC6ER�PA�00l u' TRUSS PER 1 S6M w/ 3V"x3\ PL COLUMN W/ MSTCM40 @ BASES _ C C1G 1 I E VK9 H�1 Jll , II II II II II II II II (3) 1211, TOEN4 ILS T&E MIN. ?� t 2X4 SYP UDS' �I H1O� ! G It TYP. o S6 STUDS BELOW HEAD R W/ EACF END. II II II II II II II II II II II II II II II 1 II II ; Iw ..11 yu mll 11 rv-W fl W11 I I I ✓, fr'e�ri. A �, rim ; ' r 4,e.; II I; jIj i tt9 II II II II II II II I � 4 I � I " ' 1L, IIA3 :. m I I , t l II II ! II j II II 1126 -0"III ,II'''~f s;ll II II II 10'-11 7=. 4T °a II 22'-011 \'°� _ 4 S5 4 19'-4" u 1 0'-411 BGE II II II '� I I i ! �I I it 1 / TYP. II ;n II u III I {3 1 SIM SEE H1 G 9/D2 FOR TYP. CONNECTIONS SIMPSON LGT3-SDS2.5 BUILDER TO PAD OUT TRUSS PER 1/S6 W/ 3\"x3\ PL COLUMN PLACE OVER (3) 2x8 STUD PACK ON FIRST FLOOR 20'-411 MIS 00 N N L0 4 S5 COLUMN SCHEDULE O3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE 1 AND (3) - HTS20 TO GIRDER ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE O 4x4 #2 SYP. P.T. POST OR 3 Y"x3 Y2" 1.8E PSL COL. W/ ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW O3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE 5 AND (3) - HTS20 TO BEAM ABOVE (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. © SEE 3/D2 FOR MORE INFORMATION. O (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE ® & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT O3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE 9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT O5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE 10 & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE 12 6x6 P.T. POST OR 5 1/4"x5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1/4"x5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND 13 (2) LGT2 @ TOP. 14 3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1/2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. 15 W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" SEE 6/D2 FOR HEADER FLITCH PLATE CONNECTIONS H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 6 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/2" LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS UPLIFT CONNECTION CROSS-REFERENCE ID _o� MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. N � NO c� CAPACITY CAPACITY n U) CY) 0-, CA n O CONNECTOR FASTENERS CONNECTORFASTENERS N N SYP SPF SYP SPF J ap 04 A HETA20 1810 9 - 10d x 1 1/2"__-.___ ___ HTA20 ____ ,_ 1615---_ __ 1585___, -___ 10= 10d x 1. 1/2'-_ ___„ __ _ — - ---- - — — ----- B HETA16 - 1810- - - 9 - 10d x 1 1/2" HTA1.6 - 1615 1585_ 10 - 10d X_1 1/2" v1 C H2.5A 600 535 10 - 8d RT7A, 670 565 10 - 8d X 1 1/2 �) �_ x •� D H3 455 320 -- 8 -8d- -- - - -R_T3 _ 610_ _ 525 8 --8d X_1.1/2" �rI O +- Q) E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" ~ U) F HHETA20 2235 10 -_10d, x 1 1/2" a G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 13801160 9-10d X 1 1/2% 8-10d __3610 _ 3105 ------ 5/8" ANCH. /.(18) 10dx1- /2 HTT4 2715 _ 5/8" ANCH /(20) 10dxl-1/2 _ _J HTTS 4350 _ 3740 _ 5/8" ANCH. / (26) 10dx1- /2"HTT5 3225 5/8" ANCH. /(28) 10dx1-1/2 ' K HD3B*__ 31303050 5/8" DIA. BOLTS TDX2TZ2345_ — _- 2-5/8 DIA. _BOLTS __, . HD5B *._ _4505 _ 3785 5/8" ANCH. 3/4-"-STUD B LTEDX6 _ _ 5320— 2 -,7/8 DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD B LT$DX10 7845 — 4 - 7/8" DIA. BOLTS N L US26 1165/1070 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1115/1060** — 8 - 10d P __ HUS26.... _. 1550/3335 **_ _. _1.3.35/2820,* 20 --16d x 3 1/2" HUS26 _-._ 1925/3295 — (20)16d x 3-1/2" O HUS28 2,000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1-1_/2" MTW12 1195 1005 14-10d x 1-1/2 S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" —,_ T ___--MTS20__ ____1000 860 __ _ 14_=10d x 1 1/2" MTW20_ _ _ 1195, 1005 14-10d x_1-1/2" 3140 3140 22 - 10d X 1 5/8" ATR W/ 5' EMBED W/ SIMPSON "SET" EPDXY U MGT/MUGT_ _1 (�_ _ _- V LGT2 2150 1850 (16)16d SINKERS & LUGT2 _ _ 1850 1810 (16)10d NAILS AND -" u (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" Y - - - — - ---- - _ .-- - -- -- - - - - - - _ SP1 585 535 _ _ 10 10d SPT22 685 8 - 10d SP2 1065 605 12 10d SPT24 1030 12 - 10d - _ _ HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE r. i ... THE PLATE OFF OF THE TRUSS. 3; - ALL EPDXY ANCHORS USP CIA-7000C °I NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER.- z LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE ► AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. (B 1 OR 2 PLY CARRIER) �A) / 2 x CONT LEDGER PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS REFER TO SHEET D3 FOR FLASHING DETAILS AT BALCONY AND S.G.D. GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS m 0 a of �oI LL rn ���;❑� o W o Q `0 ; � u. u. +.,r r� vmS z_o¢T�.LL �, t N Now LU O Ya.2 p.•r�,_. �= z,,��o,Q — NLLo�^F ¢ o U �W =Ox U ❑' 01 11 reo���IUI:ra�,��,+� r2 V Q Ln m a. 0) Lo LU CV ` r Z V � � > > O Q � � Z z'z O UIJ Q Q J � Q m � Lii J 00 title: W UPPER ROOF FRAMING cr z PLAN 0 0 project no. 2017447 Z W checked: AB/MC 0 m drawn: a date: 07-27-17 T_ o N scale: AS SHOWN UPPER ROOF FRAMING PLAN 'B' 1/4" = 1'-0" t (L S30.1B I I 2 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. li - - - - - - - - -; p GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS OPENING PRESSURES DISCLAIMER o 0 IM' U00 APPROVED LINTEL MANUFACTURERSt CASTE-CRETE, ENCLOSED - EXPOSURE "C" M rn vi o 0 o O QUALITY STEEL LINTEL IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL N J N .o . 8F8-1B/1T 8F8 OB/1T O +29.7 / -37.2 © +29.7 / -39.6 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF ` � „ ® . CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. o :•� ' TYPE DESIGNATION #5REBARATTOP #5REBARATTOP o © O IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR c MIN. (1) REQ'D MIN. (1) REQ'D +28.4 / -30.9 D +28.4 / -37.0 r` o F =FILLED WITH Q 1-1I2" CLEAR ~ Q �( _1,�, CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & 8RF14-1 B/1T 8RF14-0B/1T RR RECESSED FILLED d CLEAR O +26.6 / -29.1 O +26.6 / -33.5 FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. �. � "- ` : a © O QTY. OF #5 ° NO EXCEPTIONS. Q • REBAR @ BOTTOM ° C> (� ° © SEE SN SHT. HO SEE SN SHT. OF LINTEL CAVITY = dUJ '•• w ° li C.M.U. MPH ° ��� 140 B/1 T CD it �o�� t �l - NOTE: WIND SPEED INDICATED ABOVE j In O °d GROUT =""11w , "ULTIMATE" { ---- ° aM3Z �, /� /� IS AN ULTIMATE WIND SPEED. THE I0 � A o Cl- J E UD- o". NOMINALQUANTITY OF ° 5REBARAT o�WIND PRESSURES LISTED ABOVE ARE #5 REBAR AT ° BOTTOM OF Q o (o v D o o o o 0 0 o O WIDTH O o w Z 5 REBAR AT BOTTOM ALLOWABLE PRESSURES TOP LINTEL CAVITY Z W Z ( }i o = AS INDICATED 8F20-OB/1T 8F20-16/1T orroM � oo n b I 6'-6 1 /2" d� 9 8F16-OB/1T 8F16-1 B/1T NOMINAL a ¢ - Q I �-�� �, 1 L--------------- J O © O O HEIGHT PROVIDED REINFORCING V D E D IN LL a I a 7 5/8 ACTUAL w ! t -.___ 1 8 NOMINAL WIDTH (VARIES) RI ) STEEL BOXED LINTEL 1 LINTEL I VA ES 16 GAUGE POWERS a', ' �o MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) „ _ I 1. fc precast lintels - 3500 psi. ( - i • ' • ' ONLY IF NOTED ON LINTEL PLAN I O O 2, fc prestressed lintels = 6000 psi 3. grouted per ASTM C476 fg = 3000 psi w/ 1 . Refer to manufacturer's s ecifications for installation. a I t I 1 8RF6-0B/1T „•' 2 p 4. maximum 3/8" aggregate and 8" to 11" slump. . Contractor to provide proper protection of lintel to prevent rusting. I 1 r iI ,. •,'- ,• ; 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. ,, p"' i €� � � � ! � �•r.�---�s l I I •, © ; minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ub-I 6. Rebar er ASTM A615 Grade 60. p 4. Lintel depth to match precast depth. One #5 Bar required at topPrestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. 7. 270 low relaxation. i ( • ^ 5. A bondingagent must be applied to the Steel Box lintels prior to ' 32 wire per ASTM A5 0 . • P 1 he cementitiuos coati See contractor specifications Q O O ... 8. Mortar er ASTM C270 type M or S. applying coating. S spe , 8F20-1 B-2T O O.".,.,_.m•. „ a�\ GENERAL INSTALLATION NOTES Provide full mortar head and bed joints. 8RF22-1B/1T 8F24-0B11T 8F24-1B/1T 1. 1 js I 2, Shore filled lintels as required. m , t O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. V 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate .' •' vertical cell reinforcing and grouting. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and B [[ ' O • 5 longer with a nominal height of 8" meet or exceed U180.p ' ' , • 60 6. Bottom field added rebar to be located at the bottom ofthe lintel cavity.~ s ' . • • , ., • , •` ' • p 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. I ( O € 8. Cast in place concrete may be provided in composite lintel in lieu of concrete ? 1 1 E 111 3 i ,• F 5 i . • ,• ' masonry units. • ' • ' - ' • ' - ; ' • ' - ' ' , • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. „ • - 11 The exterior surface lintels installed in exterior concrete mason was shall have ? = o S °J 0 "N 10. ri of I i masonry II h I E � � ,, � `' '. ' '; ' . • ' . ' . a coating of stucco applied in accordance with ASTM C-926 or other approved D ° coating. O a�0 . , . . , • , 12. All lintel dimensions shown are "overall" lintel lengths. w u 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) E I ! _ w uy n� `„ 'j t4 ' ', ' • ' loads shoud be checked for combine loading with the following equation: O o F ° "I ' . •I , •, ' , • ' . • Applied vertical load Applied horizontal load E I ; y w rn g, I N ¢= q �'- • L l it I • , �, Safe vertical load +Safe horizontal load , O ! 9 • ••, '• i .• '• `a O O O O O O O O O O O O O O O O I Wm LL c Iz w 1 8F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T i i 9 eA i [F IcQ � Q © _ I �w 0 ® 0 00: 1 � LOU ¢ a a_ =a X. C a• e W 4 s. a mob" i m A _ m m_ ` w h. 1' �_ -_ o C� 0 11 t ft's i i I I I i\ODDN�JSaJrn�,ti�,» O �tl�1 o, W O49 } i 3i I E I _ _ i= a w ' 10 4 if ppLU E 1 t ! I i p v e���+��� „.'� � J i r cw7 i I l > ! _ +a ` g r Z `� € h� �'1 i i zI E Z ' �f CID € I I I Fr } 0 w • 1 , LO W cV it w F Q i i...... ........ �-....e ,.-..... v.ok +...«_ e..�.. ..«..�i i S £ � i 3 � � ✓� � .t � t "�;v'. j } ' 3 3 • � z 3 M n ! t i If 1 r� -a t 3 s i y i if 3 b j ' c �...__.._ __ .___. z If , I$ 3 z O �. I I I ri i i J o 9 E i W I _ 1 i t I f i Z z LU �. ` I it I N i I .....-,.._.....,.- ....... .............«.- . ..,m., .,.....w,..,.., ....._.. .,...,.... ,,._,_ ..,.,., ....4 7 t:......r.. .. _ i s } I O d 49 } I 0 I ) I B f i i O w f E f 1 o 3 al pp F- n --a Z 14 LINTEL PLAN NOTES: C w 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. If I r i 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE i I ASSUMED TO BE 16" MINIMUM DEPTH. - 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH cO THE ELEVATION DRAWINGS C) w 14- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING w title: THE PROPER LINTEL HEIGHT. LINTEL PLAN W/ LANAI 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH z - 3 REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE a' s I Ir 3 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT G.C. project no. 2017447 iP 11 6'-7" 9 3 3'-6" 5'-2 1 /8" ..�__.�-..._O ' s � i 9 � � ! COORDINATE. w checked: AB/MC if F I p it m drawn: E. POWER STEEL LINTEL IS AN ADEQUATE date:if 07-27-17 SUBSTITUTION @ ALL LOCATIONS UNLESS scale: AS SHOWN vi NOTED OTHERWISE AT OPENING LOCATION SECOND FLOOR PLAN FIRST FLOOR PLAN 3/16"= 11-0" LINTEL & COMPONENT DESIGN PRESSURE PLAN 1/4"= 1'-0" a S4m 1 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. - - - - - - - - - - - - - - - - - - SEE ROOF 1,-0 � PLAN SHEATHING CN 0 fJ 00 CV 0I *DIAGONAL SPACED C') CD N I AT 15 0 O.C. MAX e- J CO LL C� -o 2X4 BLOCKING 4 _ BETWEEN TRUSSES PROVIDE 2X4 MIN. BLOCKING AT JACK TRUSS (AS SHOWN) Q� o M a Q OF HIP/RIDGE, TYP.BETWEEN LAYOUT TRUSSESEND SEE TRUSS SECT. A -A Ev j TRUSSES W/ (2) 12D NAILS EACH WOOD POST. SEE FLR END TO TRUSS TOP CHORD PLAN FOR SIZE &BASE CLIP EACH TRUSS STRUCTURAL SHEATHING CONNECTION SEE (SEE ROOF PLAN ATTACHED PER NAILING d ° TYP. PLAN FOR TYPE) SCHEDULE "'```�j� • I I TRUSS 'N kA EXTEND FRAME OUT TOVARIES W/ BLOCKING SLAB 1 1/2 BLOCK EDGEROOF SLOPESEE DETAIL 4/D1 ��� (2) #5's CONT. T&B w/ FOR BEAM SIZE WOOD WALL ----------------------------------------------- --------------- ' G.T. - - - o 7#3 STIRRUPS AT 4-0" OR TRUSS. 2X4 CONT. W/ 2 H EXTERIOR SHEATHING O) ADD 2X4 ALONGSIDE PORCH SLAB SEE = I WHEN DEPTH ATTACHED PER NAILING SEE PLAN 16d COMMONS ! ,- a EXCEEDS 30" 2x SPF #2 TOP CHORD WHEN REQ'D FOUNDATION PLAN — SCHEDULE NAILS EACH ° , • TO PREVENT PLYWOOD<,' y < i — I GRADE AT 16" O.C. STUD TYP. T&B SPAN FROM EXCEEDING ACK N z MAX 24" SPAN (EITHER HIP - TRUSS OR USSES SIDE OR BOTH IF REQ'D) G.T - !- ROOF SYSTEM BUILDER FRAME 1'-4" RADIUS CONTINUOUS LATERAL BRACING- AS REQUIRED r R X-BRACE AS SHOWN- NSITAOLLEBLKG AT RUSS WEBS o FOR NAILING (2) 12D NAILS SHEAR TRANSFER AT 12 O.C. MAX CROSS BRACING DETAIL (TYP.)/e'1 w/BR CING- 2x4 SPF OR SYP HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 KNEEWALL ENTRY FRONT WALL 6 EXTERIOR. WALL SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 3/4"=V-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" �I--= 7 -,f _ ((r f� TRUSS NOTES: 2x4 #2 SYP NAILER. NAIL TYP. HAND FRAMING ABOVE TRUSS TO STUDS w/3-16d @ CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. EA. STUD. TOENAIL EA. ROOF AND EXTERIOR 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB TRUSS TO NAILER w/3-10d SHEATHING ATTACHED IVY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 4 12d WHEN " �� O 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE EXTERIOR SHEATHING � � w 01 - BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W > �= cv �'.. z °:Q INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ 4 10d TOP & ATTACHED PER o e z ocv t O USP LSTA30 = a w 4- �m PRE-ENG. TRUSS SEE 2ND FLOOR WALL SECTION 2x4 STUDS W/ USP . N �' COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 w/11-10d TO BEAM NAILING SCHEDULE ono ` a-.rq��1 F� (2) 2x8 #2 SYP BEAM FOR ADDITIONAL INFORMATION SPT22 BASE SEE W u �M o -� • '�° SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d @ t OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD & TO COLUMN W/ 7/16" O.S.B. FLITCH w�o G. H !� REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d J/S6 FOR MORE LL a' r SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & < 0� 0 03 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH e PLATE INFO. LL sw •. �� ° w�� c`:` �? e OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED o °° y m S z d oa Q•aW. 1, L� :'`QJ ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER ° w �� aza $ o' ........ A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. TIE ° 0 2x4 BASE PLATE W/ �No W ° Z.- /--COLLAR �` EVERY 3rd ° USP LSTA30 0R = � - s _ - 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER ° MTW12 TO FLOOR -a2y z LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING ow W <' u o w SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" GIRDER BELOW @ 16" o `� a Q O.C. MAXIMUM. O.C. m LL 2x4SPF2 wWW U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD I F LU Fir NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS MSTAM36 W/ (13) - 10d NAILSo�oxasaabam OR USP RT7 @ 48" O.C. & (5) 1/4" X 2 1/4" TITEN I DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SCREWS EACH SIDE OF USP JU26 OR IF 2 PLY ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B EXTERIOR CORNER TRUSS USP JUS26-2 SEE FLOOR FRAMING PLAN — 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS BUILT-UP COLUMN MIN. AND J/S6 FOR MORE INFO. TRUSS TO LEDGER o DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 2-2x4 UNDER EA. END OF VERIFY WITH PLAN FOR PRE-ENG. TRUSS 2X8 #2 SYP CONT. LEDGER W/ 16' FLOOR SYSTEM FLOOR GIRDER m 2X4 BLOCKING BEAM. MIN. (2)-10d @ 8" LOCATION AND DIRECTION = 2X4 DIAGONAL AT 8'-0" O.C. (4) 16d NAILS ATTACH NAILS IF PARALLE SEE 2/D2 FOR SEE PLAN FOR SEE PLAN FOR a BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP O.C. EACH PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. INTO END OF EACH FLOOR BLOCKING INFO) DIRECTION CONNECTION DIRECTION TYP. A TRUSS, 24" O.C. MAX. (AT EACH MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS (TYPICAL) SECTION @ FLOOR ' EACH SIDE) F, DIAGONAL 2x8 #2 SPF RIDGE BEAM 2 X 4 P.T. PLATE i AT 8'-0" W00D SECTION AT LOW ROOF 9 CONNECTION 22 MAX TRUSS �C �C 2x6 RAFTERS FOR SPANS 4FT TO 8FT TT 2X4 RAFTERS FOR SPANS LESS THAN O O SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" ° 1 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CMU BASE FILLED COMMON TOENAILS TO RIDE BEAM W/ CONCRETE SEE v OPLAN FOR SIZE 2X4 CONT. AT CONC. MASONRY z T & B CHORD STEEL OR WOOD U MM' Lo BEARING SUPPORT a Q W N 0) I PORCH SLAB SEE EXTEND o f FOUNDATION PLAN SLAB 1 1/2" 11„ 11„ IUD A -A ALTERNATE BLOCKING W N DETAIL INTERIOR BEARING KNEEWALL ENTRY FRONT WALL i•� 2 #5'scoNT.T&Bw/ SEE LA6@ SLOPE LU z I M A @ 3 @ ( ) PORCH .. • - M --4° • 4. ,..,q..., #3STIRRUPS AT4-0 SCALE:1/2"=1'0" (Corner shown. Interior Column similar)�30- I. III Il,l�il z - -- ---- WHEN DEPTH = O WOOD TRUSS _ !_ _ (2) #5's CONT. T&B'-::•:..: '; :. •:. a.. ': A PROVIDE BLOCKING AT ALL TRUSS BEARING--__�_�, • ', EXCEEDS 30" w/ #3 STIRRUPS AT la ! : • •' � � SUPPORT WHERE TRUSS DEPTH EXCEEDS --; GRADE 4'-0" WHEN DEPTH SCALE: 3/4" - 1'-0" a I : • �� I I_ ..., • ' �; - TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT - -- -- EXCEEDS 30" _ ,I Z 0 CD SCALE: 1/2"=1'-0° -, • __ - c II'III �.IT__I_I IE1-1iI= l 12" MIN. w z Z O } -_I < ' _ _ STEPS WILL VARY DUE TO ��-_III; III-IIV='' SITE CONDITIONS, BUT p MUST BE BUILT AS PER 1 W USP LSTA18 USP HD4101F BUCKET 1'-4" FBCR R311.5 I--16 Ix CENTERED @ SEE ROOF PLAN FOR SPLIT TO TIE MORE INFO M W BEAMS TOGETHER W SEE FLOOR PLAN FOR COLUMN SIZE o & ADDITIONAL INFO. PORCH SILLr15 PORCH STEP DETAIL 17 o J 0 '^ SCALE: 3/4"= V-0" SCALE: 1 /2"=1'-0" v ) SEE FLOOR PLAN SEE FLOOR PLAN FOR 7/16" OSB FLITCH PLATE w FOR COLUMN SIZE COLUMN SIZE & BASE REQ'D ONLY WHEN WOOD OR MASONRY k' & ADDITIONAL INFO. CONNECTION INFO INDICATED ON BEAM ABOVE MAONRY PIER I OPTION A 7/16" OSB FLITCH PLATE OPTION B SCHEDULE/PLAN SEE FLOOR PLAN FOR WOOD OR MASONRY w TOP COURSE TO = REQ'D ONLY WHEN COLUMN INFO ABOVE MAONRY PIER ' BE CHAIR BLOCKS. INDICATED ON BEAM INTEGRATE MASONRY SEE FLOOR PLAN FOR SCHEDULE/PLAN KNEEWALL INTO CMU BASE COLUMN INFO ENTIRE BASE TO BE FILLED SOLID SEE TRUSS PLAN � COMMON B M . TO POST ATTACHMENTrA a OR MAIN HOUSE PER - - FOR CONNECTION ELEVATION IF REQUIED SIMPSON HUC410 TO in SEE ROOF PLAN BUILT-UP COLUMN. IF FRAME OUT TO MASONRY KNEE WALL MAX 3 SCALE: 3/4"=1'-0" � BLOCK EDGE � FOR BEAM SIZE & CMU BASE W/ (1) #5 SEE ELEV. FOR BEAM SITS ON COLUMN, BM. SPLICE OVER COURSES I TOP K.O. COURSE VERTICAL EACH BLK HGT. _ CONNECTION INFO. STRAP DOWN USING CENTER OF POST w/ (1) #5 CONT. FILLED CELL CORNER FILLED WOOD BEA ~ A A Z REQ'D @MID SPA MAX6'-8" HTS20 STRAP. SEE PLAN FOR O MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. SEE PLAN -�_ — - �_ —�=�� ,�_ F- FOR BASE SIZE @ SLAB LEVEL FOR SIZE SUPPORT COLUMN - TOP OF BEAM- -ry - - Q COURSE - ; � � � BUILT-UP (3) 2x4's OR � w (3) #5's EA. WAY $ ��--- -- �_�,---�-���_�,----� _sc�_�- -�•--_ __ �-- � wIL EXTEND SLAB 4x4 W/ (2)-10d NAILS @ 2x4 #2 SPF KNEEWALL title: 1 1/2" BEYOND 8" O.C. EACH PLY � w BLOCK FACE (SHOWN AS 4 x 4) W/ STUDS @ 16" O.C. W/ W J_ STRUCTURAL SHEATHING (2) 2x8 #2 SYP W/ %6" DETAIL SEE FLOOR PLAN FOR I I ° • EXTEND (2) SIMPSON HETA20's ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE z COLUMN SIZE & I 13- w/ 12 -16d EA. TO COL. ( ) OF WALL TO BOTTOM OF o --, of ALT: 2 MSTAM36 SEE PLAN FOR BEAM ADDITIONAL INFO. C SLAB 1 1/2" TYPICAL () BEAM, ATTACHED PER PORCH SLAB SEE BRG. INFO. SLAB L_=- BLOCK STRAPS CENTERED w/ NAILING SCHEDULE. project no. 2017447 (WOOD COLUMN SHOWN) FOUNDATION PLAN-_--_ WALL (13)-10d NAILS Ea TO COL. BUILDER FRAME 9 a ; ..,,.. ; _ '':. LEVEL i - a. RADE RADIUS AS REQUIRED o checked: AB/MC FLASHING TO BE --_ - FLEXIBLE SELF (2) #5's CONT. T&B w/ ( � � a _ _ - z � drawn: MIDDLE CONTRACTOR TO INSTALL SEC ION FOR #3 STIRRUPS AT 4'-0" I -'- TIE BEAM 2x BUILD -OUT BEYOND N date: 07-27-17 ADHESIVE TYPE 8" UP r MIN 3" x 3" WEEP HOLE WHEN DEPTH ° 00 COLUMN ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" O TO DRAIN WATER 1'-4" N scale: AS NOTED SEE FOUNDATION CORNER PLAN FOR MORE INFO KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN BEAM @ RAISED ENTRYKNEEWALL @ENTRY MASONRY WALLK-31-'�FRONT WALL 44 � COMMON B M . ATTACHMENT ENTRY PORCH SILL 16 SCALE: 1 /2" = 1'-0" SCALE: 3/4" = T-0" (fp 18 a D 1 SCALE: 3/4"= V-0" SCALE: 3/4"=1'-0" 0 U r The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: ------------------------------------------- i I I I I I I I I I I I I i I i I 1 1 I I (1) USP LSTA30 STRAPS ' (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED / 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-lOd X 1 1/2" TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 1Od NAILS EXT. SHEATHING Q BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY 8 8d BLOCKING INFO A 0 SEE PLAN FOR CONN. 2x CRIPPLES 16" O.C. @ (2) 2x HEADER SEE PLAN ---------------------------------------------------------------j SEE FOR BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF ; ; W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS i � FLOOR STUDS w/ 10d @ 2 - 2x SPF TOP PLATE () (2) 1Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS 2x4 CONTACT SURFACE A 2x4 #2 BLOCKING O U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x IF OPENING IS GREATER (2) FLOOR SYSTEM SEE PLAN 0FRAMING NOTE: VERIFY WITH FLOOR PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. THAN 4 FEET BUT NOT Id EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR REQ'D — CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1Od NAILS & (5) Y" x 2 y" TAPCONS EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING TO STUDS ABOVE PLATE CENTERED ON FLOOR SYSTEM TO SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/1Od NAILS FLOOR DECK MAY USE 2 SIMPSON MSTAM36 STRAPS () w/ (7) 1 Od NAILS & (4) y" x 2 Y4" TITENS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"O.C. FLOOR TRUSS/ I -JOIST SEE PLAN INSTEAD OF USP MSTAM36 STRAPS. IF TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW WOOD WALL IS BELOW USE (2) MSTA36 AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID STRAPS w/ (22) 1Od NAILS OR (2) „_ , " SCALE: 1 1/2"= 1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. - SIMPSON MSTA36 STRAPS w/ (26) 10d SCALE:3/4 -1 0 GABLE END RIM JOIST END OF WALL UNDER 1Od NAILS & (4) Y"x2Y" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE NAILS (G.C. TO INSURE SOLID BLOCKING SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED IS INSTALLED). OOSECTION CORNER CONNECTION IF MSTAM36 CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD A USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE HEADER LOCATION SEE INFO BELOW ON (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24" O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED CONNECTION OF CRIPPLES IF LONGER PLATE SEE PLAN THAN 8" TALL. (CONTRACTOR MAY USE RTT T P. 2 - 2 x 4 SPF C USP RS150 W/ MIN. 12" END O USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 1Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. (2) NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS HEADER FLUSH TO OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS W/ (22) 1Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) FLOOR PLAN FOR HEADER G 2 2x HEADER () (4) - 1 Od TO PLATE �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE I CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR 1 2x SILL PLATE W/ 2 12dTOENAILS. () () w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR o 2x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION a BASE PLATE F USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. (2) SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE ) O.C. TYP T & B USP SPT6 OR SPT8 @ 24" o.c. C B B C H PRE-ENGINEERED @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 1Od TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING SEE PLAN FOR 2 x CONT. T & B y OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' 6 FEET, A MP3 CLIP IS TO BE INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. B EXTERIOR HEADERS TYPICAL BLOCK WALL --------_.NAILING PLYWOOD ATTACHED PER USP HTT16 BASE5W/ - - Z 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SCHEDULE (18) 16d NAILS & / BOX HEADER U = AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS! I -JOIST SEE PLAN ANCHOR BOLT W/ SEE PLAN E F TYP F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM v�' MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE a. o D b' 1. BASE PLATE ARE NOT REQ'D TO HAVE r 11 & 5 1/4 TAPCONS. () CONTRACTOR MAY USE N AND OVER TOP PLATE I I, x RIPPLES 16 O.C. W/ USP a SEE FOUND. PLAN FOR FTG. REQ. w CONNECTIONS. ATTACH TUDS / 3 S () SIMPSON MSTAM36 W/ (7) BELOW JAMBS SPT22 & SPT24 (OR SPT4) 12d TOENAILS T&B l Od NAILS & (4) Y"x2y" • .. , ' CONNECTORS @ TOP TAPCONS INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. EITHER STRAP IS SEE FOUNDATION PLAN q _ _ TO ANY GIRDER TRUSS IN THIS = ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL ADEQUATE FOR FTG. REQ. � SITUATION. CONNECT G.T. TO = FOR EXTERIOR 2 STORY WALLS ONLY. 2x CRIPPLES TO — 1 - / STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR MATCH JACK 5 LOWER ROOF. 6 2 STORY COL. aC� GIRDER STUDS BELOW (IF CR PLESSAREo ESSDHAN 8" 42 7 LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" SYSTEM SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" � a ADDITIONAL STRAPS o SEE STANDARD HEADER REQUIRED AT TOP PLATE TO CONNECTION DETAILS FOR STUDS TO MATCH HEADER MORE INFORMATION o SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED STRAPS Ix CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" MIN (3) 2x #2 SPF STUDS @END OF HEADER 0 12 FOLLOWED IF DOWN SET OR BOX HEADER IS USED @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO W OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. W THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 * FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d W OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 ROWS 10d 3" O/C @ 2 2x SILL PLATE () W/ (22) 1Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 0 N (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x STUDS @ 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE TOP OF 2x8 TO A<qT NO EXTERIOR HEADERS BLOCK OUT TOP F24��s�T OA (2) - 1Od TOENAILS AT EACH END OF SILL OPENING (MAXX (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). PLATE ATTACH M/iy ALT. HEADER ANCHOR o WIDTH 4 FEET). OPENING OPENING LARGER THAN 4 ft (2) 2x W/ (2) 1Od NAILS 8 SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1Od NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. TOP SPLICE - IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. 2x4 STUDS . DOUBLE w REQ'D JAMB INFO FLOOR DECK PER PLAN 2x8 TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ci END OF OPENING W/(22) 1Od NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON NAILED TO STUD PACK CENTERED W/ (8) 10d NAILS 2x4 BEYOND W/ 1Od NAILS @ 8"o.c. / FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 ' CONTRACTOR MAY USE STUDS Z FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS o SEE PLAN FOR BEAM 10d NAILS & (4)�x2/ BELOW JAMBS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. N HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL N W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 = 0 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 112" = 1'-0" SCALE: 3/4" = 1'-0" IL U (� M 04 _ 0) C> N --� CO coco LL F'- ,,0 .rM X r C a X F5 I �V)1 W 0 •tip I. - .0 c moo Tzz CO 8 U�0 Zol I '❑. wLLO a0¢ WLS 3 CID Z CV o z i a'c n UmW LU� Q, Z a rn Z �+ o =o"a Q ' 'L SOW Uw w2 U ❑ r N Y�IO�''Jt1aSQ3'MNAA .. VrZn L.L N Q W Z_ '� I L.L 0 Z 0 0 Z z O LU : 0 M W WW VJ title: DETAILS project no. 2017447 checked: AB/MC drawn: date: 07-27-17 scale: AS NOTED D 2 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: 15/32" O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR CAULK/SEALANT OR SOLDER AND RETURN UP JAMB 6" . USE BETWEEN PAN FLASHING LKIQUID NAIL BRAND OR EQUAL AND DECK FLASHING. 2x STUDS WATER PROOF CAULKING �J @ 16" O.C. TREX PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST Z FLASHING AT LEDGER AND UP WALL BY 6" STOP FLASHING JUST ABV FIRST LAG SCREW AND AT 0 2ND FLOOR DECKING NAIL BLOCKING TO LEDGER BOARD USP JUS28 @ 2x12'S TYP AT LEDGER 2x12 #2 SYP CONT LEDGER w/ (4) 1/4" x 4" LAG SCREWS SPACED EVENLY @ 16" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH S.G.D. FLASH N G AT BALCONY FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE 8" UP COLUMN 15/32" O.S.B. SHEATHING BUILDING WRAP PROVIDE RUBBER MEMBRANE CONT. FROM ABOVE FLASHING TO BELOW LEDGER Z FLASHING AT LEDGER STOP FLASHING JUST ABV FIRST LAG SCREW AND AT 2ND FLOOR DECKING 2X6 TREX ORIGINS STARTER BOARD TO OVER LAP LEDGER JOIST HANGER BEYOND NAIL BLKG TO LEDGER BOARD 1. EXTERIOR SHEATHING 2. RUBBER MEMBRANE 3. Z FLASHING AT LEDGER 4. BUILDING WRAP. REFER TO S2.1A FOR BLKG LOCATIONS USP MTSM16 W/ (4) 1/4" TAPCONS TO LINTEL /CMU W/ (4) 10d NAILS TYP EA. JOIST TREK 3" REFER TO J/S6 USP JUS28 @ 2xl2'S TYP FOR MORE INFO AT LEDGER USP HTA20 STRAP 2X12 #2 SYP JOISTS @ 16" O.C. EA. JOIST 2x12 #2 SYP CONT LEDGER w/ (4) HOLD CEMENT ' .,1 .'k: -"; 1/4" x 4" LAG SCREWS SPACED PLASTER TIE BEAM W/ EVENLY @ 16" O.C. MAX (EA. FINISH DOWN _k�(1)#5 CONT. FLOOR TRUSS) 3" FROM TOP CMU WALL TEXTURED OF LINTEL CEMENT PLASTER FINISH PRECAST LINTEL �FLASHNG AT BALCONY SEE FOUNDATION PLAN FOR MORE INFO FLASHING @POST TO MASONRY BOND BEAM 11iE:: a Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. TREK FLUSH 2X12 FLUSH 2X12 PROVIDE MSTAM16 STRAP w/ (5) 1/4" TAPCONS TO LINTEL/CMU & (9) 10d NAILS @ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LINTEL PROVIDE MSTAM16 STRAP w/ (5) 1/4" TAPCONS TO LINTEL/CMU & (9) 10d NAILS @ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LINTEL TEXTURED TEXTURED CEMENT PLASTER CEMENT PLASTER FINISH FINISH RECOMMENDED DECK SPAN FLAT MEMBER UNIFORM LOAD -------- 100 PSF 200 PSF 1 X" x 6" 15 INCHES 12 INCHES 2x4, 2x6, 2x8 20 INCHES 16 INCHES 1. SPANS DETERMINED ASSUMING UNIFORM LOADING AND REDUCING THE SPAN BY 30 PERCENT FOR INCREASED DECKING PERFORMANCE. 2. RECOMMENDED CENTER TO CENTER SPACING AND A MINIMUM OF (3) SPANS FASTENED TO EACH JOIST WITH A MAXIMUM DEFLECTION OF 1/360. 3. MEMBERS INSTALLED FLAT WISE. 4. REFERENCE MANUFACTURERS INSTALLATION GUIDE. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with AST MC1063 Building Paper 15/32" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed \_ Maintain Bottom of Weep Screed 1 112" to 2" Above Roof Sheathing 1. EXTERIOR SHEATHING 2. RUBBER MEMBRANE 3. Z FLASHING AT LEDGER 4. BUILDING WRAP. REFER TO S2.1A FOR BLKG LOCATIONS 2X12 #2 SYP @ 16" O.C. MAX (EA. FLOOR TRUSS) Block 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 15/32 O.S.B. sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 112" Cement Plaster Finish 2 112" Perforated Flange 1/2" Weep Screed Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 15/32" O.S.B. SHEATHING BUILDING WRAP PROVIDE RUBBER MEMBRANE CONT.FROM ABOVE FLASHING TO BELOW LEDGER Z FLASHING AT LEDGER STOP FLASHING JUST ABV FIRST LAG SCREW AND AT 2ND FLOOR DECKING 2X6 TREX ORI INS STARTER BOARD TO OVER LAP LEDGER 3" I v • t HOLD CEMENT PLASTER FINISH DOWN 3" FROM TOP OF LINTEL PRECAST LINTEL FLASH N G AT BALCONY HTA20 @ 32" MAX O.C. 2x STUDS @ 16" O.C. NOTCH PLYWOOD @ HTA STRAPS ATTACH FLOOR SHEATHING TO LEDGER PER SCH. • `OE CMU WALL WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB —CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. AND FLORIDA DESIGN SOLUTIONS, INC. (FDS) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. OR FDS PRIOR TO CONSTRUCTION. NO EXCEPTIONS. N 00 N F C/) CO-04Cq 7W1fJ� 0 y J04 0000 cV.5 ti oU) CU a LZ!� Dufr �ylf,r f x v° / Z- r Q N 1 � W Z_ N 1 I..L C) Nt Z o Z Z O W WM \W V J title: ROOFING DETAILS Zproject no 0 o Ichecked: drawn: date: N scale: Q F- I 0 2017447 AB/MC 07-27-17 AS NOTED } D3a U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: L- NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11. ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/rMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5iTMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-11 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. 2014. 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad, (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF LL TOTAL DL + FLOOR ILL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6' AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 Ksi ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2 QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-ME01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementfious finish less than 518" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and bacldill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - n rate ova ur ind mortar along the foundation perimeter must be remov re exterior soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retrWed, 12. FRC R318.1 - Al buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by i 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. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE s". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. BOO _ ~ CM) 0 (- NepN U HIV/ �MO0 J C O � a� LLc)r O r\ 2 X O M N U) 4 s� 5 V z / •'!' E E� t A IN two7•� .Z' w>�u x -� -a �•fi y _ Z a W 3 N .'�� ENZI W c�_�, �r�tj s C% Z 8N� �• << z p p Op LL U= m U In O x 0 L "1 r .,�. U ` A0Z yy 0a Q C, f',1� z :• �� �o z" rcc• PiLLLU }' LL pW W. ¢ Q =oo m�LL OV aE LU � O U K �J MD 9NBSMA\A"%\ I T� V TT VJ L.n M�yI-� W ^<^ L..L W CV Z V O a Z o I Z z O W Q 0 J 0. m W V ) title: 0 0 F z project no. 2017447 w checked: AB/MC 0 drawn: NI date: 07-27-17 N Scale: ON F- S N a 0 U 1 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. L L RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1 USP HTW20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) i6d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + +++ + +++ ��<<`i-+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +4 ++++++++ + 0i '— 15/32" CDX I PLYWOOD OR 7/16" OSB N—RIDGE LINE 140 MPH 00 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR W RING SHANK NAILS 0.l l3x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL kn w CONT. #5 > STD. 900 BAR HOOK STD. 90* HOOK BOND BEAM lomm IMME ■ BOND BEAM STEP - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock SEE PLAN FOR REQSHEATHING PLYWOOD FLOOR COLUMN AND PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ I NT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING}" GAP @TOP sides by 6". - Hangers with sides not containing DOUBLE JOIST CONNECTION top flange of joist. WEB STIFFENER Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking + gap / Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Web Stiffener Fastener Schedule Joist Bearin Location Series -Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160su 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non-sMddng walls Odnails SECTION @ INT. BRG. WALL requireadditionalconsideration. — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) p (see table below) CD 0­0 A 1Xw ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1X" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lx- - + gyp. c I;� �.�r t . :.�. - 5 87 1, i �` v '� �: .. 2 • i v cr ss•� SyT.:1 * ; y- t ..µR` , £ .. } h" x _�y� ___ Arty 16" joist Saar (ft? . 8 '-0'" 1'-1" 1'-2' 1' 2" T-3' T-3' T-T' T-11" 2'-4'" 2-9" .,-2 3 12 T-U' T-1" T 2' T-2" T-3' T-9" 2-4" 2-11" 3'-T' 4'-2" 4'-9" _64" 16 1- T-1'" T-2'. T-2" T-T' 2•-5t" 3 2 3-10" X-3" 5`-7` 6'-h" T 2" 20 1-0I" V-1" 1' 2° 1' 2" 2-0" 3'-0" 4 0 4'-10" 5'-11'" 6'-11" T-11"" 8'-11" 1'-1" 1'-2' 1'3'. 2-5 3'-T` 4 9` 5'-10" T-2' 8'-4" 9'-6" 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1X" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1X" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist MUGT15 TYP. 5/8"0 THRU BOLT MUGT15 TYP. `GIRDER TRUSS r-2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL LC SE TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL WIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE PENETRATION Q V - _ _ _ •. FgI eo -�� 0 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM d. SEE PLAN FOR °• • a . • FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist o depth I —JOISTS BUCKETS N.T.S. GRADE a r REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE' N T S PLUMBING LINE PVC OR SCH40 SLEEVE d Q =III==III-III-I I i— SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'_ 0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE 4 d � - a d G d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a FF dV a n dv "- �— 0 0 � 0 0 '00� i_ - j N J oo oo '3 LLrl- r` O Vl W L r-C L ' n M CD 4- U a� m a� v a r a o Q w_ - < 7 z_ LU lU o� Wma�O LU t QW LU t� ¢ = v d u Q oU a o O FLL O c=',— LL (.i •.. 2 O W W W c� ❑ 1 title: f n V I..L Lo MM1 W ^Q ^ L.L. t M LO W N H Z I 1 � � O Z p 0 Z Z 0 UJ Q [a 1 W L.L LIIJJ project no. 2017447 1I- =1 I=1" o checked: AB/MC _III- —III =i m drawn: N date: 07-27-17 SEE FND. PLN. 0 SIZE & REINF. N scale: 0 H I _0 I } SN1 a 0 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and 4is certified as such. 4 L J 12 (TYP.) ) VARIES INSULA' 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 1 LAYER TYPE II #30 (2) #5 CONT. ON 3" () ( ) CHAIRS (TYP.) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS °. TYPE I OR TYPE II (#15 OR #30) ° -III—III—III—I m UNDERLAY MENT FOR ROOF I=1 11=III=III I D PITCH 4X12. 11=111-1 I E 1 I M o PRE ENGINEERED WOOD ' I=11 i, „III, IIIII—1 ° TRUSS @ 24" O.C. U.N.O.=,11I-1 I I —III -I HURRICANE ANCHOR EACH -III III —III- @ -III__„IIII I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & .� @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4Cn r WWF OR FIBERMESH I I —I I MI I —I 11 I I I I I=1 11=1 TRUSS(SEE UPLIFT SCHED. W/ " — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIESAJML INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S"MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t2 NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE CIAv r L ° °°° � . I 1 6 MIL VAPOR III* - BARRIER III ; D 1 —I I ° • 111= r COMP. SOIL. (COMPACTED TO 95% —1 I I I =III=III 11= MODIFIED PROCTOR III III i I I —III —I I I I I ASTM D1557) 3" (2) #5 REBAR CONT. MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS T O.H.D. RECESS "III T — _III —III •�• :'• d, ' 4" � I �—III—II ��:: • ��'�':'. =11= II EEI I E. ElII-1 -Ell I I I y.- ' ' : 11 I II I I- i I — SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)J / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL—• FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=T-0" S3 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ (U.N.O.) (OR / GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. - CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 11) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". _INSULATION PER CHART ON FLOOR PLAN SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 6 ay SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) f9 ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. T @24"O.C.) 2„ x6W1.4xW1.4 @24"O.C.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH a �31/2" MIN. �31/2" MIN. b a �: ELEV. -0'-31/2" z > a a A.F.F. 0 ° a a . a . 2x4 CONT. a. o � ° a q ° II_111=III= 131/2"(min.)- 4" III=III=III='31/2' (min.)- 4" ° —I —III—III — — IIII—III N 00 —- P P Q a a. 31/2"(min. - 4" I I=III —Ill III=III- 31/2"(min.) - 4" =III=III _ =III III —I I I - GARAGE DEPTH VARIES _ —III—I I —III- —III—I 1=1 I' - I 1=1 I I I I 1=1 11=1 11=1 I I I I 1=1 I I I'' -1 I I —I I I I I I I=1 11=1 11=1 I I I I 1=1 I I I' O CONT. � 11— I-1 I —III —III —III —I I—I81I ' (2) #5 CONT. 4" i1�i—i i 8�1 2 #5 4,v U.N.O. MIN.U.N.O. MI . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK,"C� TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3!4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C °' � NOTE: THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c�.i LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24, O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ �JSP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR END OF 2 x PLATE " r 2x P.T. PLATE c PER MANUF. W o ASSUMED FINISHED E #3 OR #4 REINFORCING BAR — _— a IIII=III=III `" I=1 I I=1 I I=1 I 1 D ' I=1 I I I I I I=1 GRADE Z ° ;, ° ' ' • M — — _ ° A —T, I— — z FINISH GRADE 0o #3 & #4 LAP SPLICE GRADE 40 MIN. Flr- 4oksf 0- O [GRADE 60 MIN. Fr- 60ks7 y 25" MIN. LAP [30" MIN. LAP]D. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH T Ill lllilllilillllll_= 4 —1 I �= III _ W ' =III=III III= _ ° oo _ _ _ \' n D _- _-...- — --- -- 6 MIL VAPOR BARRIER (IIII I I II I ? e. ° I it I IIII I I IIII I I II I 111= R 17/8" �' 11= = — = =_I1=' . c #5 REINFORCING BAR _,IIII III III III I I III I I I IIII P' I I—III—III-1 I E=III= r Z I I I—III=II=III III —III I ©. _ I — —_ I —III —I (2) #5 CONT. =1 I I-III=III I I=III I h p=1 I I-_-Li_1--1 1_;._I I_I II—III--III- !II-1!!- _!�!-!;I_-=-III`-I!I= N o — - - �^�=1 i COMP. SOIL. (COMPACTED TO —I — — ! _! : _ ' 95% MODIFIED PROCTOR ASTM �— I I —III —III —III —I I I—III—III- 1_II=1EI =1iI=IIII=_1II1 !I=1I!-=11!_ D1557) III �,III���III�� III,��III ,�III,���II --I I M I 1=! I I--=1' 4" 11-4" FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13" c O.H.D. RECESS E � CV ' T M ..-„I =1 I � i 1=—I 11=_I • :. ;•: . ;•:'.:� e. ' III —I II�IIIIE111 .'y:.:.: IIIIIII =III I III III . II III= 111114 SEE A/S3 OR J/S6i,— FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31— / GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE " ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N ' c WWF OR FIBERMESH ) M E� - ' 6 MIL VAPOR BARRIER - ' 'r- I I 11=, I;� I I, =III==1i� II_==ii lil-=1-I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 1© 31/2" REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR [6x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c T E fM G c A 4. - _ _ _ _� �'' ` ' .•4 'a.:d.' III=III III; 11= 11=III=III,=III=III III. I'III • •: �: �:" a'• IIII, Cl) I I • ' —III= III= SEE A/S3/J/S6 FOR REINF. INFO. WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' M 00 GRADE ° ' LU II! III! a• ! III II !11=1 z = III=_I I III= III W oWvw �IIII=I111 Q I!=II i11=111-- z 00 Q - _--- MZ , OOTING -+ III ! -III I —1 I I' III -I 1 I I l= 0 BEYOND N�o� a0 O� N N U I'I �n O 1 N N �J� 0 `! •� Doti tell ���� C ti O -C x � . W O � t] � 1 Lz • } s IIII Im 4x CC t s .o Tz I ISF-ZQ (� j 0., L oo�F' ,. • o, �i F cg " � c r.CJ f• � LU -e yaim w7d' �_:O�aQ a (` � � �Ctl e z mw� W �r QMR. Z �c Z Ii( W6 z a+¢` UJ o m�Ni MOrx u� w g U ❑ title: r2 V V' LC) MMI W � N � LO Q W Z N O Q Z 0 Z z 0 W Q W vJ OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH Z project no. 2017447 SLAB INFORMATION. SEE SCHEDULE w checked: AB/MC 0 SLAB STEP & RECESS S.G.D. rM PATIO COLUMN FTG. DETAIL N m drawn: SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 date: 07-27-17 N scale: F- I } a S3 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. LLI 1 I fit I I LI µ: O C) i- N O a) CD j U) Ch cam- J 00 C>D r- "T to "T C) ti x VENT OR 2ND FLOOR ,� O cB .11 6 (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION ( U) a TOP PLATE SEE 12 I "■1 �� F. 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL r PLAN iP) SEE ELEV. UPLIFT CONNECTOR CT R ( EE SCHEDULPRE-ENGINEERED WOOD TRUSSES E) 24" 0/C s ,,�j 3 STANDARD 3" DIA. TEE 3/4" FURRING STRIPS " ( ) ' Q ; • I (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2'x4 S.P.F. TOP PLATE '"V I. 2x612x8 WALL BEYONDRC�El� FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADERN,��y SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 .L� r•{ ' S4 CONNECTIONFOR CLEAN -OUT@ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESSDRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM LI]❑ LAYERS 3/8" THICK EACH. 3RD LAYER L POINT w/ (3) 12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. DOUBLE 2x TOP 1 TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED ?# PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD x' HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ ❑ TO DRAIN' Ct DOOR OPENING DOOR OPENING DOOR OPENING -Qt 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ O/C FIELD ?17zl 2 2x HEADER SCALE: N.T.S. ❑ ❑ �I > O S4 2X4 PT STUDS @ 16" O.C. % f' PER PLAN ❑FiT A ❑ (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE _ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY USP HTA20 @ EA. STUD WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. �' MANUFACTURER. MAIN SPAN=` 2 x 6 (MIN.) FRAME T D MOISTURE BARRIER ROOFTRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRYLAYOUT UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. SCALE: N.T.S. S4 S4 S4 (SEE SCHEDULE) SCALE: N.T.S. AND FILLED W/ GROUT 2 W O y4�at iTllf utii'//fi`iS 1 #5 VERT. IN CONC. FILLED CELL F �' 4^ � '> ' IN 12 SEE TYPICAL WALL SECTION o (TYp SEE ELEV. PRE-ENGINEERED WOOD 3 o �J26,, _ " W/ STD. 90° HOOK IN K.O. BLOCK Z� ry y TRUSSES @ 24 0/C VERTICAL JAM o g - g �� �,.` 1, UPLIFT CONNECTOR ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E Co W N 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE W u KNOCK -OUT O (j SEE SCHEDULE NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. o N: • ?o ( ) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ( SCALE: N.T.S. U- Z ¢ �� '<.� CONCRETE). ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED S4 0 s w F r DOUBLE 2x4 SPF. #2 ) ( ) Q %� o • • • ' " TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO a = �' ¢ -'� LQ TOP PLATE •, �, m z ¢ BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. 2x S.P.F. STUDS @ 16" O.C. , . • :'. ' PIPE OR DUCT w/ PENETRATION THRU TOP PLATE W/ MORE W w ai N o........ >,P SINGLE 2x CONT. TOP @EACH END a a G WALL �, j w r�=/~ • THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2'x BUILT-UP COLUMN Z � - z �, % � �' E .,, PLATE W/ 2 12d INTO PSPN516Z W/ (12) 16d NAILS SEE PLAN FOR MORE INFO W a �, ¢/ �N. () " STD. DOOR STOP ¢ W Z ^ Q [I,It ttl, TRUSS ABOVE 8 8 w d TOP SPLICE LL o W ¢. v fl c� _ MOLDING - '� Q 2x CLOSURE WALL W/ �_ ? a 2 ROWS 10d @ 3 O.C. (14 ° ° ° 18-1 Od NAILS w o o STUDS 16" O.C. W/ LINTEL BEAM W/ 1 #5 CONT. IN OPENINGS 2x TOP PLATE T N GARAGE NAILS TOTAL) EA. SIDE OF m y o w El "" @ () DOOR 4 . SPLICE STAGGERED W E USP SPT24 @ EA. STUD (3)10d TOENAILS T&B GREATER THAN V-0" WIDE (U.N.O. ON 2-16d NAILS @ 24" O.C. OR 8 AS REQ'D PLAN) -- - ---- -- EQUAL TO TRUSS BOTTOM ° " �� 5/8 DIA. X 12 EPDXIED ATR i 2x BLOCKING @MID CHORD OR BLOCKING 2 x 6 P.T. i �M/ — W1 MIN. 8" EMBEDMENT N,� *MAX 5/8" W/ 5/8" W.A. W/ POINT EVERY OTHER OPENING .*' , + ( STUD W/ (3)10d NAILS 2x STUD @ 24" �'' Q/ST . ' 10d @ 8" O/C 51/2" MIN. EMBED CRICKET AS REQUIRED FILLED CELL W/ (1) #5 VERTICAL O.C. MAX. ROVIDE P.A.F. NAILS OR 1140E SEE FDN. PLAN FOR LOCATION 2x P.T. PLATE EQUAL @ 12" O.C. �O o SINGLE 2x CONT. BASE STAGGERED FROM BOT. ATTACH ALL a UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS PLATE W/ (2)16d TO PLATE TO CONCRETE W/ ((4)) 16d TOENAILS TRUSS BELOW REINF. INFO. W/MOUNTING ANGLE TO70P PLATE W NOTES: G NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC Z 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 1/2" EXTERIOR GRADE SHEATHING O AT LEAST 4'-0" LONG. TYPICAL OVER STUD e FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PRWIDEA4"x4" INSPECTION TYPICAL INTERIOR NOW co Q = Of WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _ = PORT '^ EDGES & 8'' O/C FIELD - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT45 N _v USP SPT22 @ EA. STUD BLOCKING (TYP.) O PROPERLVERIFY Y. ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 00 SCALE: NTS S4 T L.L 2x P.T. PLATE •7 Z 11 " " '\L—ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS o 5/8 x 10 J BOLT @ 24 O/C MAX o (� W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) Q OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP SPT4 USP SPT4 USP C SP SPT4 a REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON HEADER SUPPORT SPT24 SPT24 W LO 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. NO. JACKS & STUDS ROOF TRUSS ABOVE W N AND FILLED SOLID W/GROUT MOISTURE BARRIER LISP REQ. AT OPENINGS 2X TOP PLATE a Q TYPICAL FILLED LINTEL ASSEMBLY rG 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING a z 1 #5 VERT. IN CONC. FILLED CELL W/ 2" x 4" WALL 2" x 6" WALL STRAPS W STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. S4 OPENING 0ICY) JACKS STUDS JACKS STUDS HW �7 SIZE KNEE WALL ABOVE MASONRY WALL DETAIL rF EA END EA END EA END EA END O 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 /8"x10" "J" BOLT INTO ED (2) 16d TOE NAILS s' SCALE: N.T.S. S4 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 MIN. PERC. TRANSOM STAGGERED dNAILS @6' EA. BLOCKING Z OI 9' -16' (3) (4) (2) (4) (2) USP LSTA30 BOTTOM PLATE TRANSOM FRAMING FRAMING z z O WIDTH OF OPENING VARIES 4" SECTION P.T. SEE SECTION AA/S1 0 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR is 2X8 WALL ABOVE a- LLI Q CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY a M� Q 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @BEARING WALLS NOTED " • K.O. BLOCK W/(1) 0 W SCRAP MATERIAL WITHOUT UPLIFT SP SPT22 W SEE FLOOR PLAN NOTES FOR USP SPT4 SP SPT4 USP SPT4 -BOLTS @ 24 O.C. #5 CONT. & Q MAX FILLED ? LIJ �X�\� �'' REQUIRED CONNECTION RECESS LU z - LINTEL /8"X10" J-BOLTS o 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. J FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 0 3-ROWS 12F NAILS STAGGERED a z vJ 2x4 (NOM.) OR WATERECEIVE RA3HED GE DOOR AND TO ALLOW CRIPPLES @ 12" O/C FOR 2"x10" OR ^ ° 2X8 P.T. BOTTOM P TE G' @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. W co W C (MIN. (2) PER BOTTOM PLATE) USP SPT4 w/ (6) USP C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 Yz" @ 24" 2 2x HEADER SEE PLAN USP SPT4 SPT?4 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. () Of MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS 4" W MOUNTING BASE SHOWN 10d NAILS @ 8" @ 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL A IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED = K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER STAGGERED ONLY 12d TOENAILS. TRANSOM FRAMING CC N PLACE CONCRETE SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEAD WS 2 NAILED INTO ] BEYOND. o CRIPPLE STUD () () / 0 GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING TRANSOM `PLYWOOD LARGER THAN 4 ft (2) 2x FRAMING TROWEL FINISH SEE e E SHEATHING GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 ° FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR 2x STUDS TYP. BB/S1 FOR ADDITIONAL W title: . DETAILS 0/C BOUNDARIES 6" 0/C EDGES to TRAVEL DIRECTION OF & 8" O/C FIELD USP HTT45 TYP. U.N.O. SEE N! W GARAGE DOOR USP _ - '"'HOLD DOWN CONNECTIONS PLYWOOD ooFN oR NOT REQUIRED @BEARING MASSPT22 SHEATHING Z V /N WALLS NOTED WITHOUT UPLIFT RECESS SP WALLOBELOW 5/8-Xl0' J-BOLTS @ 24" O.C. o MOUNTING BASE DETAIL LINTEL SPT4 SP MAX. (MIN. (2) PER BOTTOM project no. 2017447 ,. SCALE: N.T.S. PT PLATE) Z ` ' �' r a AI TF_RNATF W checked: AB/MC SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE a e m G DIMENSIONS TO BE 2" ABOVE FINISHED ° 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED drawn: BLOCK WALL. RECESSED SPACE MIN. 6 INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. [n date: 07-27-17 GARAGE ENTRY FINISHED MASONRY DETAIL ("`P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR IN scale: SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 OO SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) I } a 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. is L I - Li I 1 1 41 O c) - t O C N00N WJ M N NJaOco N a � `� L1_ 7fi C) CD SEE STRUCTURAL Q� Q- x rn'I SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4'T' BLOCKING o CIO � TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS a fie. NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL ~ U) SHEATHING DETAIL @ 24 OUTLOOKER7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE @ 24" O.C. SHEATHING DETAIL �� ATTACHED W/ 2"x4 O.C. (OPTIONAL - SEE BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ / TOP CHORD EA. OUTLOOKER OUTLOOKER ELEVATIONS) TYPICAL • BLOCKING FOR rt FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 45't 2X4 CONT'L" BRACE TOP CORD BLOCKING " USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD} FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4 MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB TRUSSES @ USP RT16 OR FOR FIRST FOUR 3"@ 24" 0/C. CMID OF TRUSSES @EDGES DOUBLE "L" BRACING DETAIL SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 5 EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8 FROM SHEATHING TYP. "L" BRACE TO EXTEND ii L _j 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT 2x4 77 BLOCKING AT LEAST 90% OF WEB L BRACE TO EXTEND MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2)10d TOE ..., LENGTH (SEE TABLE) 48 O.C. 2X6 FRAMED WALL - SEE NAILS EA. END 11 16d NAIL @ GABLE TRUSS L BRACE ATTACHED SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING 7/16" OSB SHEATHING TYPICAL ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ATTACHED W/ 10d NAILS 11 Rolm NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING "ATTACHED FIRST (4) ROWS OF ; 6" O.C. EDGES AND 12" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR WW// 110d NAILS @ 6' O.C. EDGES TRUSSES FROM END TYP. TOP & EA O.C. FIELD " ,GABLE TRUSS WEB =1 • 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHEDW/(2)16-dTOENAILS ATTACHEDW/10dNAILS (2)16dNAILS BOTTOM ATTACHED (2)16dNAILS SINGLE L BRACING DETAIL s, W/ (2)16-d TOENAILS 2x4'T' ON TOP OF PANEL ` k INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING SCALE: N.T.S. S5 �. W f 2X4 "T" ON TOP OF PANEL BLOCKIN SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD BLOCKING, FASTEN WITH O.C. FOR THE FIRST (4) ROWS J " " WEEP SCREED • •' 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 10dx3 @ 4 0/C SPACED 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL BLOCKING @ INSTALLED PER MANUF. @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36 48" O/C f MOISTURE BARRIER W/ 2 16-d TOENAILS 10dx3" 4" 0/C O.C. GABLE TRUSS () @ USP HTA20 OR EQ. @ 6'-0' O.C. TYPICAL. INSTALLED PER MANUF. 5/87x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 2x4 LEDGER (MATCH BOTTOM DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER STUD WALL x r USP .WEB (2EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.) TRUSS) (2) 2"x8" "L" BRACE VERT. WEB (24" 0/C MAX.) VVf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/167x 21/4" USP SPT24 @ EACH STUD FASTENED WITH (3) _ fi NOTE: IF EMBEDDED TAPCONS. 16d PER SIDE STRAP MISSED VERTICAL SECTION SECTION 2 SECTION 3 SECTION 4 WEB; USE e SCISSOR GABLE "T" BRACE Ta� MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 0 AS PER HIB 91 SCALE: N.T.S. S5Uj 20'-0" MAX 20'-0" MAX W Q Ja 'p IN BACKNAIL W/ 2 2x4 OUTLOOKER 8d @ 6"0/C 2 x 4 BLOCKING WI(2)10d "X"BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Z. o 9 o - ; .;"} ° REFER TO SECTION ( ) SEE STRUCTURAL 16d NAILS @ 24 0/C TOE NAILS EACH END @ 1A ON SHEET S5.1 N �; NOTES AND NAILING TOP CORD WOOD TRUSSES 24" O/C (TYP) FOR X-BRACING, AND N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD BLOCKING iO ;0O0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" INFORMATION 1! " 1 t 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES �° ;, ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND RAT RUN BRACI( EACH JOINT WI 2) AT LEAST 90% OF WEB LENGTH (SEE TABLE) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `iui GABLE TRUSS z "CDX PLYWOOD OR 7/16" a. 2x4 PANEL BLOCKING 1/2 ATTACHED W/ 2 -16d Q OSB SHEATHING ATTACHED BRACING W/(3)10d x 3" @ _ AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS o EACH CONN. @ 24" 0/C (2) 2" x 411 LAMINATIONS W/ (1) ROW (3) 211 x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 O/C W/2-16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS OND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL _ _ 4 Q o � o 0 'v W o w " O c c X o � o � 4 w w .F gLL O Y� zo p [ ., Cr. W m er O 'z C) zt �V a � O Fn LNoo '?ap'•�.. .•-" W J a �j Z'[�, � �4. o p' �06 vw W�pLLJ u ❑ p : a U N ICOJ JA:ISU MA\A\ WW m ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ON TOP OF PANEL ; . ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD W OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)2x4'T' BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :.. CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH Sod COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS THAT MY BE REQUIRED "T" 4'-0" O.C. MAX. FOR FIRST ROWS OF TRUSSES z W NON - LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - ;: EXT. WALL CONN. @ NON - LOAD 2) BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. (4) z Q SECTION 9 - - BEARING LOCATION UNEVEN CLG.) ( E RE UIRED MINIMUM PERMANENT TRUSS BRACING PLAN Q L o SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ('D ADDITIONAL INFORMATION. SCALE: N.T.S. `S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. `S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 z SCALE: N.T.S. S5 ADDITIONAL INFORMATION. U �/ z I SCISSOR TRUSS LD L G 45' 2"x4" OUTLOOKER @ 24" 0 C W/ (2)10d PER JOINT 12 6.9 MAX. 0 af (3) tn MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 1? MAX JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING L 2X4 BRACING @ 48" O.C. CONTINUOUS a TO FIXED LOCATION ATTACHED W/ Ji 2-10d @ EA. TRUSS (NOTE: BRACING W CV Q z (� MAY BE PLACED ON EITHER TOP OR 3 BOTTOM OF THE BOTTOM CORD)Lij C)C)- Z O IY 0 0 7 - z 0 W 0 L CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: a a W J GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING o M LLJ CROSS BRACING DETAIL J SCALE: N.T.S. TQUSS BRACING OVERLAP DETAIL M BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE GABLE. STUD WITH 10dx3" NAILS @ 4" 0/C. SCISSOR TRUSS co J Z W SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. ° > W/ DROP CEILING BRACING DETAIL I —� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS O 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Ji 9 U "L" BRACE W/ 10d @ 4" O.C. 12 3 O ul ul 12 (SEE SCHEDULE FOR SIZE 6 9 '""'^ END JACK 12 AND LOCATION) 6.9 MAX. 'L" OUBLE TOP PLATE MAX. 5 BRACE W110d @ 4" OTC (SEE SCHEDULE FOR SIZE 11'-O" MAX• 6.9 F 5 S5 AND LOCATION) W S5 J) 2X4 LEDGER W 0 LE TRUSS 'yGo USP LSTA 18 = � 6 W o 6 S5 _Ile CORNER JACK Ji title: DBL. TOP PLATE 3 3 a _ a W ° STUDS @ 16" O.C. w co of o Z o m f -=--- ---- —.� - -- --- - — ! - -- --- I project no. checked: drawn: 2017447 AB/MC L__- �._ ---L� _ _-.. _, =, -- - - —�-= - =L�_— ---�L _ --_ CONT. BEARING ONT. BEARING USPHGA10(TYP.) STUDS @ 16" O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL date: 07-27-17 GABLE END BRACING DETAIL @EACH STUD GABLE END BRACING DETAIL SCALE:314"=1'-0' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. o N O scale: MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 Q tY S5 a 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:<12. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 7-SHINGLE ROOF INSULATIO BAFFLE INSTALLATION PER CHART ON SHEET S3 I 518" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: own BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C "d AA M ' I —III _—III—I 11=1 I ` I I-1 I I —I I I —I I I III ° 6x6 W1.4xW1.4 -111—III—III=III-11 11 < '• ° . ' WWF OR FIBERMESH II I IIIII I II 111 I II I II I I I II III=III=III III <. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING D NAILED PER NAILING SCHEDULE N SEE DETAIL C/S6 FOR MORE INFO w 9-Y—) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 5 w LAYER 1/8" THICK. w— INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL 0 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE00 TJI1 J,II--III-LL[ STD.90(3) # 5 REBAR ON3"CHAIR4- (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 00 T o z USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/ NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL1 BAND JOIST U\ *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SCALE: N.T.S. "END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN J INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING4 EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d@6"O.0 PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -1Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. ::�XSION TEN2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I I III - 1-11 -III _ . e �° :.. .� ... ..e . I —I III— I —III I —III- III- -� I I, ICI I I i I I I I I i I I I I I i I I I I I i I I I I I i ICI 1- ' (3) #5 CONT. ON 3" 8" jl 1,_8" I` 8^ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 2 - S.P.F. #2 CONST. GRADE TOP PLATE SPLICE MIN 48" APART "S" = NAIL ING 3/8" ' 0 3/4' 1 /2" o S 1 /2" F S 7!1/2" 0 0 0 0 0 0 0 0 0 D C -WJ S OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C (?S) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 6" O.C. W/8d COMMON NAIL JOR SYSTEM (g STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O NO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c OF TOP PLATE TO BOT. OF TRUSS) NO 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATHING JOINT BLOCKING IS REQ'D. SAME NAILING PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 SF A�LNApo� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2'x6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 14 1 2 1 2 1 USP LSTA30 4'-9' (2) 3 (2) (2) (1) USP LSTA30 3 (2) (3) (2) USP LSTA30 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d ° . I II °..a. II II I III , SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. :.T. BOT. PLATE FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS M S6 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK. -USP SPT22 @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE —1 99 °Q I I I I I I r .- o o �r1-m`t M � •a.r N Q W J a T—J0000-r3 LL v l > > 70 r O t� C m i5 O cB 4— N (o y WWR o r. ;Fikii d/E/fff d. 2 z U toy Q' -. a� F' k f"i� N, ••,is J y U� U. 01 c���r�s LU 'zo � m if? � Y �► �� �7 Z•IO LcoL R'•� a �� o'o 2.I � . W Z� Os Np•?• ..•.. Y "D,�ES5t� fi F ``e. �W �gpe w =�fItllii6s •1;` `j� ¢' LL ri o� ,U U 7 title: r2 V 1 L ^� I..L CN 4- LO LiJ CV ' _ Z 1 :> M CD Q > V Z O Z Z 0 W �Q Q M�M W LLl W —I — d ' `' ° 1 I I I— l Z project no. 2017447 I' I � III-111— d —III o checked: AB/MC (3) # 5 REBAR ON 3" CHAIR 4^ 1'_8^ a m drawn: W/3" MIN. CLEARANCE a date: 07-27-17 ALTERNATE FOOTING V N scale: @ WOOD 1ST FLR. SEE J/S6 SCALE: 3l4"=1'-0" S6 FOR ADDITIONAL Q INFORMATION. F I } S6a 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and �i.s certified as such. I I I I I I_L I F L_ ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ ✓gVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH INTO STRINGER Eu H D 1-2x8 BLOCKING FOR STRAP L1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW 12) PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN +" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 syp blocking strap (U1' MT OWDR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: Z" = 1'-0" FLOOR JOIST MINIM SYP 2x8 SYP 2x8 SYP STRINGER MUST MP CONTACT WITH LAN 2x4 CUT C. DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP x8 SYP DRYWALL STOP MUST 000 NOT TOUCH STRINGERS i3 L-2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ON VIEW "A" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP SCALE: 1" - 1'-0" E 2x4 PT NOTCHED II\ AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON - DOES NOT BE\V IN WALL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDEDrBxEARPS " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING UT TO FIT N WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 6TRINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-Pml� STRINGER CONTACT POINTS SECTION VIEW "B" SECTION VIEW "Ell x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: 2" = 1'-0" 3/4 PLY\A ON DECK '-�x8 SYF AND N/ FRAMII� 2x4 DRAF- STOP 2x4 BLOCK C SCALE: 1" = 1'-0" SCALE: 1" = T-0" i BLOCKING FOR 2x12 PT UNDER 2x12 -ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ +" X 2 +" TAPCONS @ MAX. 32" O.C. 3LUED AND NAILED TO STRINGER RAFT 3YP DRYWALL STOP T NOT TOUCH ^ NGERS BLOCKING FOR 2x12 PT UNDER 2x12 C00-� 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER_ 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER -"000, J�ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" X 2+" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER CONN. TO BOTT( OF NEWEL POST PER CONTRACT( FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 J x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G lv bL SCALE: 1" = 1'-0" OCKING SCALE: 1" = 1'-0" 0 1 /AIM UUNO I NUU I IUIV Ur. I /AI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED ALL JOINT ✓ALL TO T JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT ✓ALL TO R JOISTS) 2X USP u _ POST LET INTO -OCK DE JNG ?X8 BLOCKING -OR NEWEL POST 1-0 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" C)CD r` c �d5 NCO0 U CO 0.) m r� -ico00 73 V1 o r C:, ti O X t� m cll U) a V a a f F 3 z z w o E W OZ N�7d'�i z z oaw3 Zo0,S2a- Q W W Vim] N Q' w.- `9�go � c � �� 0y oxp ❑ u mLU W 2O o� a <''N w��g LLrz Cj LU �' LU v� -o�-� R11'1111i'Q i \` Fo7, toS, LL= c3W r' QLU ^j W'� F- X O W U 4i. w U El iE N i%0D JN:ISG rA1 AXA\ 2 CD I..L— < L J CO MM� ^ I..L W N Z3: C) Z Z z O W Q Q J CO neo W I U) 1 title: 0 Z project no. 2017447 w checked: AB/MC 0 a drawn: to date: 07-27-17 N scale: ST I } 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. r "L N 00 N y W J �N JopCO-.3 LL r__ t` :0 T� C) t L #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ; AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" '� ® ® O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD ti+ r • `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d"V ;# @ TOP & BTTM CHORD, AND (8) a (TYP.) ® FACE NAILS 10d @ TRUSS VERT. WEB V l i) METAL SEAT PLATE NOTE: ID �:/O/, I LAP SHEATHING TO BOTTOM OF BAND ® JOIST TYPICAL t2" NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS 1/41 1/2" SCREWS INTO BAND <� JOIST & (4) 3/16"xl-3/4" WEDGE THE ` - BOLTS INTO K.O. BLOCK J FILLED CELL PER ;, '<.� \, `'-'i ••• " BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP % z SS SCALE: N.T.S. ' ZV4� SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ,pJI F. z •� - �� - I 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP Ij W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. " A -A =1890 # FOR 2 STRAPS SFILL 11st 4 CO OLID WIGROUTES EMBEDMENT INTO BLK.) 1/4 MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS - 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS ARCH BLKG. & BUCK -... USP RT16M W/ (8) NA11 NAILS & (6) k x 2 " BLOCK HEADER ss TAPCONS ^:�y}0.ttltf/tfl�/jPf 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1 Od NAILS x 1�"' NAILS AND = a W • rn� i; 8d NAILS AT 8" O.C. AT BUCK / 4 X 1 WEDGE BOLTS 1 STRAP 1225 # f ° LEAVE A CUT OUT IN O.S.B. ON THE O (() D 2 x 8 45 DIAGONAL (4)10d NAILS INTO `'' ' ' `' " ~' (2) STRAPS 2450#1) WN a ;. ; BRACE(S) 2 x 8 BRACE/ BLKG. ° Z INSIDE TO ALLOW FOR INSULATION a. ;,.. i3 r o x r 7l16" OSB TO BE INSTALLED - FOR OVERHANGS BETWEEN OVER 1 1l2' = o BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR �a�g�U'I' Q� , C POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM `° " `' �. C)�`` ,= SCRIBE (NOTCH) FURTHER INSTRUCTIONS. ' ' '•• " '• ' w m O 4 O c N FACE OF ARCH W/ (3)10d NAILS Z �+ N . • �'� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 OVERHAN : ., �, W CONNECT W/ 8d NAILS BRACE/BLKG. AT EA. END W a o v z RETROFIT TRUSS DETAIL N.T.S. .t . z 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB o o u: INSTALL WDW. SCREW ANCHOR­--1�- ° g = 4 = Q INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN m o RETROFIT WALL OVERHANG DETAIL (NTS) 4H MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF N o w INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4' T01 1/2' Q El a. 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. MATCH TRUSS DEPTH ° ( � *DOUBLE 2x4 SCAB FOR 2'$" TO 4'-O" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. U � START OF ARC IF TRUSSES USED) W/ (3) #6 X 4/z" WOOD ��o� wasa:ra�e�m 1 4' MAX. MD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / X0In, (2)10d NAILS @ 8" O.C. j ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" / ygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + FNO 1 1-0" 51-011 JACK TRUSS PROVIDED BY SEE + + Ty PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + T UJ o L 2x6 #2 SYP @ 24" O.C. ALfINISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK / + 7 BLOCKING AS m " TAPCON 1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + REQUIRED , ° -""' 0 F WITH 1/4 x 31l4 CO 5 EMBEDMENT INTO ) B-g PER NAILING SCHEDULE ALL TO SUPPORT - , W /4 MAX 2 ��� 8" TRUSS + + SOFFIT - 10 #5 BAR Q BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + +' " CENTERED W/ g z 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ° so H IN TOP 4 z EACH TRUSS KNOCKOUT / N 9 " CHAIR BLOCK NAILO.C.AT BUCK - — --- o 8d S@ 8 0 C 2 x 8 VERT. W/ (2) 10d ECONNECTOR I -- - w v MONO FOOTING -- y Z N PROVIDE 2x / � � L.L NAILS AT EA. END PROVIDE (2) MIN. CONT. WI (3) SIZE AND REINF. PER PLAN I r ' PROVIDE 2 x 8 DIAG. BRACE B TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -) k Z O7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY i SCHED. 0 L(7 CO I> LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF / -� " .�' ° Q z 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 DIRT FILL ..,- , . ° - o ^ (V O #2 SYP @ 24" O.C. ENTER SO IT r' z L.L TO BE INSTALLED ° 2 w . 4'-0" MAX SEE PLAN 'L STANDARD "LO BUILT UP PLWD. BUCK - PRECAST LINTEL '. q o 7/16" OSB ARCH PANEL 90' HOOK Q L1J CV SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN aLd Q 7 TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD FOR OVER HANG FILLED CELL Z 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ✓� ~ N� �, � — (� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS) EQUAL EQUAL UJ 4 MAX• RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" E. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. a V� �s a 'r .� r �, w d Q STEMWALL FOOTING SIZE AND O PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL z SCALE: N.T.S. SS SCALE:3/4"= 1'-0" SS SCALE:3/4"= V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS z Z O SCALE: 3/4" =1'-0" o W Q Q 00-0 GLASS BLOCK INSTALLATION NOTES o NOTE: IF RETROFIT FILLED CELL CONDITIONS �y A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY L.L AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD Z B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. W\ EXTENDS TO SILL. o / C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. F RIEINFORCING. PROVIDE LOWER 0 !^ D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL U) v J 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE Z UJ TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT SET BAR IN EPDXY 0 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHORNEL HTT45 W/ (18) -10d NAILS TO MORE INFO CAP TO PREVENT LEAKAGE 0 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER " W.W() .M. AT PERIMETER STUDS & 1 - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ z EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. a 0 COVER 61_0" 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F FILL CELL FULL HEIGHT W/ UJ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE ,� w NON SHRINK GROUT. Ir LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 To THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' P W a A REINFORCING AS FOLLOWS: _ ¢ a j w SEALANT-1 I=I I=I I -I I —I I= * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ~.:.._'y ; `;,t : p°.=I I=I i=I I I I -III-' g 0 �. -: 5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. — = = .: :..:;.:::_: ' " 6" MIN. LAP SPLICE W/ A ° z I � Ell I —I � I- � g EXISTING FOOTING 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=� I=I I= a SMOOTH. DO NO FURROW. ' III==III—I N `r' FILLED CELL DRILL 3/4"X6" MIN. HOLE 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT I —III —I I FURROW. MAINTAIN UNIFORM JOINT WIDTH. ^` ~ 6 MIN. LAP p • ° III —III- ` \ �- GRADE o P r SET BAR IN EPDXY O w title: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ii ° w W REMAIN FREE OF MORTAR. NOTE: Cn z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P : z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" no. 2017447 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE Z project WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION w checked: AB/MC 0 AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING o GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. m drawn: J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL LO date: 07-27-17 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" N scale: FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Q H I _O } a SS 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and :s certified as such. 1X4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 /2" DRYWALL DOOR JAMB (REFERV2X8 1/2" DRYWALL DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"� X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED 16" TAPCONS STAGGERBLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 31� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16"x3-112" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T*3 /2" DOOR JAMB (REFER 1 X 4 1l2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1CONN. DETAIL FOR CONN. DETAILS / ' FOR CONN. DETAILS10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D .. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL I` o '2 1 Q x f� MAX8' ® UNACCEPTABLE INSTALLTION o 3 PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ® r, FILL SOLID #5 REB (TYPI) STD. 901 a USP Stock No. A3 Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide Product Approval No. FL10446.2 Evaluation Report Basis ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 H D216-3 FL17232.3 ESR-3445 H U216-3 F L 10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 H D412 F L17232.4 ESR-3445 H U412 FL 10655.45 ESR-2549 H D610 F L17232.4 ESR-3445 H U610 FL 10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SI M200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM 16 FL 11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 H US210-2 FL17232.7 ESR-3445 H US26 F L10655.94 ESR-2549 H US212-2 FL17232.7 ESR-3445 HUS28 F L10655.96 ESR-2549 H U S26 FL17232.7 ESR-3445 HUS28-2 F L10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 J L26 FL17232.8 ESR-3445 LU S24 F L 10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 J US24 FL 17232.11 ESR-3445 LUS26-2 F L10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 J US26-2 F L17232.12 ESR-3445 LU S46 F L10655.118 ESR-2549 J US28 F L 17232.12 ESR-3445 LEG3 FL 10667.71 ESR-2615 J US46 F L 17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 M P4F FL 17244.24 ESR-3455 WM 1416 F L 10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH 3516 FL17240.3 ESR-3447 M STA15 F L10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL 17239.13 ESR-3449 FGTR F L11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 P H D2A F L17219.4 E R-0200 H 1 F L10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS 150 FL 17244.27 ESR-3455 H 10A F L10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 F L11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 1`1_17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SI M200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 TH D H414 F L17232.18 ESR-3445 H H ETA20 F L11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 U PH D8 F L17219.6 ER-0200 LG U M26-2 F L11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 4201430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 190011970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CU (D �--- U N O 0 c� N. 0 0 •L W 0 Q 0 LL (� 0 O O � N i 0 0- _ .� vJ Q V J CO O O Q O W U m -0 ^< I..L O L LLJ Q W Z J Z Q J SHEET NO. PA 1.0. ^W� tl to O CL (U CL Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 +� Q) O Building Codes and Standards 1/9/20r7 U � �= Building Codes and Standards 9rzo17 g !� (� Cu Florida Department of Business & Professional Regulation Page 1 of Q) () Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9/2017 0 O - C L - i O FL#15225-R3 FL#15000-R2 Product Approval Application Detail C O` Code Entityor Date Date Date Pending Date 0 _O LL Code Entityor Date Date Date Pending DateFL#15332-R3 Products � O L� Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O > ; pick Wriht Lyndon F. SchmidtP.E.JKing, P.E./28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality AA gy. , Ryan J. ng, pproveuay Assurance Approved for Use Approved for Use Im act Design Revision 2014 Thermo-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. D6/28/2015 06l13/2015 07/O5/2015 Approved Revision 2014 rherma-Tru Corporation R� . _ � � O � Category: Exterior Doors 419 298-1740 Management Institute 813 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure L_ 9 ry: ( ) 9 ( ) L Subcategory: Swinging Exterior Door Assemblies rickv.@rwbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No NIA ,N' � O � Q Compliance Method: Evaluation Report from a com XO, XX 96& uot,x96& uot; Compliance Method: Certrfication Mark or Listing com Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A `~ FL#15225-R3 Products Professional Engineer 143&quotx96&quot; Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A = Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 146&quotx96&quota a 8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 5 e. &quot;Smooth-Star&quota and &quot Benchmark by 618 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quotx80&quota NON -REINFORCED Therma-Tru&quota and without Sidelites. Inswing and Outswing Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 4301440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. &quot,Premium Series&quota, &quot,Construction 618 and 810 Opaque and Glazed Steel Door with 12/3112021 No Yes No N/A 1 a. &quot,Fiber-Classic&quota or &quot,Smooth -Star&quota 6&#39,8 &quot;Non-Impact&quota Opaque Fiberglass 12/31/2018 Yes Yes No NIA XXX 143&quot,x96&quot Series&quota and &quot;Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Insvnng and vtith Transoms Outswing Door with &amp; without Sidelite(s) - Outswing (X OX or XO, OXO, XX, OXXO Configurations) d - pp P €; plp f E Florida Department of Business & Professional Regulation Page 1 of 1 t Building Codes and Standards 119/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of r Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 �i FL#15279-R4 Building Codes and Standards 1/102017 Product Approval Application Detail Code Entity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06121/2015 °± Approved FL#11537-R6 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Code Entity or Date Date Date Pending Date Revision 2014 MI Windows and Doors Brent Stinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 OS/19/2015 Approved SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Type Versio Manufacturer Contact Engineer & License Validated ev Validated Submitted FBC Approval Approved Status Compliance Method: Certification Mark or Listing Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved SubCategory: Single Hung bsifinger@mivvd com j FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Reportfrom a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certrfication Mark or Listing up.com Professional Engineer Seq Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min 25 ga.) Single -Car (up to 9'0' wide) 05/2112028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 486, WINDCODE&#174, W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 42B, 55S, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure EDSS, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 160" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/3112017 Yes Yes Yes NIA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV, GRSS, GR5SV, AR5S, AR5SV, EDSS, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73. 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 IMPACT 4RST, 6RST, GD5S, GRSS, AR5S, EDSS WNDCODE&#174; W6 Garage Door PSF 9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 12131/2017 No Yes No N/A CONTINUOUS HEAD AND SILL 881/8X72 f` 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/2112028 No Yes No +37 PSF!-41 4RST, 6RST, GD5S, GRSS, AR5S, EDSS wide) Vv NDCODE&#174, W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page 1 of .� Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9r2017 O Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Product Approval Application Detail Building Codes and Standards 1/9rz017 . >i FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Versio Manufacturer Contact Engineer & License Validated gy Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04130/2015 04/3012015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code Enti or Date Date Date Pending Date V SubCategory: Fixed bsitlinger@miwd.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doers Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/2912015 06/19/2015 07/05/2015 08/19/2015 Approved SubCategory: Horizontal Slider bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 t P P Professional Engineer SubCategory: Mullions bsitlinger@miwd.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact esi n FLik15333-R2 Products - Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impaci Design n 72X54 FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 196 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 7FLANGE 2X54 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No NIA 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12 31/2017 No Yes No N/A }� PW NI 72X72 FIN SLIDER 108X48 Cn 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3112017 No Yes No N/A 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM FW NI 72X72 FIN 12/31/2017 No Yes No Al W SLIDER C fn C/ ) O ICU O L (D CIO O 0 -+--i ^^L_ Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of L.L. Building Codes and Standards 1/9/2017 Building Codes and Standards 1192017 Building Codes and Standards 1192017 cn Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (� FL#13192-R4 FL#15272-R1 FL#5444-R10 M Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date W Type Versio Manufacturer Contact Engineer & License Validated BV Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10116/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Horner Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval V Q Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles mark.d.harner@saint-gob Compliance Method: Evaluation Reportfrom a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer ([� FL#13192-R4 Products FL#15272-R1 Products FL#5444-R10 Products IJJ Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quct Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q ( 1 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A NIA 2 b. &quot;Alliance T4&quota Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-t2b, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A z architectural asphalt roof shingles z Q J 3 SHEET NO. PA 1.1 l U N 0��—' O Florida Department of Business & Professional Regulation Page 1 of 1 Q O Building Codes and Standards 1192017 —0 CL Florida Department of Business & Professional Regulation Pagel of 3 Florida Department of Business & Professional Regulation Page 1 of 1 �� .� //11�� �y Building Codes and Standards 1192017 Building Codes and Standards 2/62017 Product Approval Application Detail _� cu U Product Approval Application Detail Product Approval Application Detail FL#5219-R3 O 0 •L O FL#12328-R7 Products Code Enti or Date Date Date Pending Date Cr, Q. � O FL#21675-RO Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design O LL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved r 16+_ F 6 No. 15 ILL Asphalt saturated organic felt 01/07/2019 No Yes N/A NIA Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 O > New 2014 HomeGuard Building Products, Inc. John Cheslak I Testing Services NA, IntertekTesting Services 02O112017 01125/2017 02/03/2017 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com O ntertek Integral Part of the Roofing System • —_ � O Approved Compliance Method: Evaluation Report from a Q) L L Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida •�' U) O CU # Search Criteria Subcategory: Underlayments 1ohn.cheslak@hgmap.co (604) 520-3321 Professional Engineer Compliance Method: Evaluation Report from a m FL#5219-R3 Products Code Version: 2014 FL #. 12328 Product Evaluation Entity i Application Type: ALL Product Manufacturer: ALL Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL FL#21675-RO Products Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impaci Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8&#39,, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck e ToughSkin 30, ToughSkin 50 2 2- &quot;Round Top Off Ridge Vent wth Baffle for Minimum 26 Gauge Steel, Nominal 4&#39,, 6&#391; 12/31/2019 No Yes No N/A Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quota 8&#39,, or 10&#39, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39_ 1213112019 No Yes No NIA for Shingles&quota 88#39„ or 10&#39. Wide Off Ridge Vent Attached to i Wood Deck { �S Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 111W017 Florida Department of Business & Professional Regulation Page 1 1 LU Building Codes and Standards V 2017 Building Codes and Standards of 1/10rz017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r f FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R1 Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status s Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M Urich, PE 05/01/2015 05/0112015 05/10/2015 06/22/2015 Approved Code Entity o or Date Date Date Pending Date I o g ry Roofing (501) 982-6511 PE-31242 (717) 317-8454 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status t Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVILMiami-DadeCategory: BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06117/2015 06/25/2015 Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part cf the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an cark@flamco.com Compliance Method: Evaluation Report from a p P Subcategory: Roofing Accessories that are an g ry 9 daniels oho in.com 9 @ 9 Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-R1 Products FL#16588-R1 Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air" DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97 5 1 0&#39,Hagin&#39,s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A NIA Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vert PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +NIA/-165 Attached to OSB or Plywood Deck w � (I i �I 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1/92017 Code Entity or Date Date Date Pendina Date Tvpe Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 05/23/2015 Approved PP Florida Department of Business & Professional Regulation Page 1 of 1O g f= Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1192017 SubCategory: Storm Panels tim.robinson@gppenfcom FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail " Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / MonierLifetile v C Gary W. Walker Thomas Jemmett ICC Evaluation Service, LLC ry 09/10/2015 OS/2512015 09120/2015 Approved pp FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity or Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status — Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06123/2015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3112017 No Yes Yes N/A Subcategory: Fabric Storm Panel tim.robinson@gppent com FL#7849-R9 Products or not by tracks to provide hurricane protection Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 00 - Shake, Slate &amp; Split Shake Flat Profile -Stockton 12/312018 No Yes N/A NIA Code Enti or Date Date Date Pending Date FL#15088-Rt Products 14 Saxony 900 -Country Slate, Shake &amp; Slate 9 Flay Profile -Henderson 1213112018 No Yes N/A NIA o T e Versio �� Manufacturer Contact Engineer & License Validated ev Validated Submitted FBC Approval pp Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp, Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A NIA Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/2l/2016 12/21/2016 Validated Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes NIA N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. 4 Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes NIA N/A Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/31/2018 Medium Profile 12 31/2018 No No Yes Yes N/A N/A NIA NIA Professional Engineer U 26 Villa 900 -Stockton FL#15076-R4 Products Sea # Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure v, 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12J31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. O 2 24 Gage Galvanized Steel Storm Parels)NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes NIA or not by tracks to provide hurricane protection. ` / 0 0 CL U Florida Department of Business & Professional Regulation Page t of 1 0 Building Codes and Standards 1/92017 �i L_Product Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Page 1 of 1 Q_ Approval Application Detail Cn Building Codes and Standards 1/9rz017 Building Codes and Standards 1/9rz017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity or Date Date Date Pending Date L. M Tvpe Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 m Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/`2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum com (305) 510-8531 Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L Bennardo, P.E Jorge A. Pomerantz, P.E 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewis@alpineitw.com FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer FL#1999-R5 Products cu Seq # Product Model Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050&quot; Aluminum Storm Panel 0.050&quot, Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes NIA FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design w Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot;Safety Edge&quota Storm Panels &quot,Safety Edge&quota Storm Panels, 28ga 12/31/2018 No Yes Yes +541-54 Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 1213112020 Yes Yes N/A N/A (0.018&quot;&quot,) Steel, 0.022&quota Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 1213112020 Yes Yes N/A NIA Q and Non-Perf), Clear Polycarb (Full and Half) 3 ITW BCG Trulox Metal Connector Plate 12131/2020 Yes Yes N/A NIA z J 3 24ga Steel Storm Panel 24ga (0.0232&quot,) Steel Storm Panel with Optional 12/3112018 No Yes Yes +1001-100 4 ITW BCG Wave Metal Connector Plate 1213112020 Yes Yes N/A NIA Clear Panels z 4 Aluminum Hinged Storm Panel 050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel J SHEET NO. PA 1.2 f _ p � N > OCL ff--' Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 •07 U Building Codes and Standards 1192017 Building Codes and Standards v92017 Florida Department of Business &Professional Regulation Page 1 of 1 = =; CU p; Building Codes and Standards 1/92017 O U 2 Product Approval Application Detail Product Approval Application Detail Q O' Product Approval Application Detail L 0 FL#2197-R5 FL#1644-R4 O FL#1645-R4 O Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date O Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pending Date CZ Q > Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06111/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA- The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status . _ F Q Revision 2014 Boise En ineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved L L Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association 9 Y 9 PP (n Subcategory: Truss Plates desert@mii.com (205) 599-9800 Subcategory: Engineered Lumber roberttaylcr@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association • — (Z Q Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 _l__j i Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products FL#1644-R4 Products FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 0110112035 No Yes N/A N/A Seq Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/3112017 Yes Yes N/A 1 1 AJS Joists Wood &quot,l&quota Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12)31/2017 Yes Yes N/A WA 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Search Criteria F i,. r Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1/92017 FL#6527-R6 Florida Department of Business & Professional Regulation Page 1 of 1 Code Entityor Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1192017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail Subcategory: Engineered Lumber jim.anderson2@ weyerhae Code Entity oDate Date Date Pending Date r Compliance Method: Evaluation Report from a user.com Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved t FL#1630-RB Category: Structural Components (813) 621-4641 (786) 315-2590 i FL#6527-R6 Products SubCategory: Products Introduced as a Result of cparrino@castcrete.com Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Desk New-rechnology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A NIA Category: Structural Components (253) 924-4084 (608) 839-1344 FL#156-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae board Rim Board Compliance Method: Evaluation Report from a user.com 2 Microllam LVL Laminated Veneer Lumber 03/3112017 No Yes N/A NIA Quality Assurance Approved for Use Approved for Use Impact Design 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Seq Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 06/21/2016 Yes Yes N/A N/A FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-RB Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date 1 TA 110 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 TJI 210 Prefabricated Wood 1-joist 03/3112017 No Yes NIA NIA 1 230 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10l25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO -CER Miami -Dade BCCO -VAL 05/06/2016 04/29/2016 05/06/2016 Approved 3 TJI 4 TJI 230 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com Compliance Method: Evaluation Report from a user.com NewTechnoo 6 TJI/560D Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A l9Y 1 Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impaci Design Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch vade lintels 05/21/2017 Yes Yes N/A N/A t 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber of Oriented Strand 03/3112017 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A 'i Florida Department of Business & Professional Regulation Page 1 of 1 O Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 Product Approval Application Detail � Product Approval Application Detail FL#5450-R5 Product Approval Application Detail FL#1774-R4 Code Entity or Date Date Date Pending Date FL#11383-R4 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status L Code Entityor Date Date Date Pending Date Code Entity or Date Date Date Pending Date Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A 03/26/2015 03/23/2015 03/30/2015 06/2312015 Approved Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status �- Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Revision 2014 Commercial Concrete Produds,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved SubCategory: Products Introduced as a Result of bill@powersstoteel.com (813) 645-0166 Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A NIA Quality Assurance Approved for Use Approved for Use Impact Design; Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01101/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing f bars. +li// � ^ 1 W r_tf �_ V 0 O L CL ry fJ U O Cn M� W V VL m w� zJ z SHEET NO. PA 1 .3 A Is �5 i " V�vie eA c-T.