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HomeMy WebLinkAbout6413 Back Forty LpABBREVIATIONS ABV - ABOVE MLDG - MOULDING AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING AHU - AIR HANDLER UNIT MO - MASONRY OPENING A/C - AIR CONDITIONING MUNT - MUNTINS ALUM - ALUMINUM # -NUMBER AT -ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR AVG -AVERAGE OPNG - OPENING BFE - BASE FLOOD ELEVATION OPP - OPPOSITE BM -BEAM OPT - OPTIONAL BLK -BLOCK OH - OVER HANG BLDG - BUILDING OH CABS- OVERHEAD CABS BRD -BOARD PNT - PAINT FINISH BRG - BEARING PTD - PAINTED BTM -BOTTOM PED -PEDESTAL BUC - BUILT UP COLUMN PERF -PERFORATED CAB - CABINET PLT -PLATE CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD CLG - CEILING PKT -POCKET CLG HT - CEILING HEIGHT LB -POUND CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED CONC - CONCRETE PB - PUSH BUTTON CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CTR -CENTER REQD - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR DP - DEEP OR DEPTH RO - ROUGH OPENING DTL - DETAIL RS - ROUGH SAWN DIA - DIAMETER SC - SOLID CORE DIM - DIMENSION SCP -SCUPPER DISCON - DISCONNECT SCRN -SCREEN DW - DISHWASHER SIM - SIMILAR DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ELEC - ELECTRICAL SPECS - SPECIFICATIONS ELEV -ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQIN -SQUARE INCH EQUP -EQUIPMENT STD -STANDARD EXP JT - EXPANSION JOINT STL -STEEL EXT -EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR FG - FIXED GLASS TOC - TOP OF CONCRETE FD - FLOOR DRAIN TOM - TOP OF MASONRY FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE FIR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL -VALANCE GA -GAUGE VERT - VERTICAL GB - GRAB BAR VIF - VERIFY IN FIELD GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF GLS -GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET GYPBRD - GYPSUM BOARD WH - WATER HEATER HD -HEAD WL -WIND LOAD HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF HT - HEIGHT WWM - WELDED WIRE MESH HB - HOSE BIB W - WIDE OR WIDTH HC - HANDICAP WDW - WINDOW INSUL - INSULATION W/ - WITH INT - INTERIOR WD -WOOD LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM I SYMBOL LEGEND: I FA = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE 01 = KEYNOTE CALL OUT �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LG-2 0 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER 11'A9SHEET NUMBER EXTERIOR ELEVATION MARKER 1F------ELEV NUMBER 44 A15 2 SHEET NUMBER 3 F----ARROW SHOWS DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tp� INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERALNOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE, PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL_ COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNAnew LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION I DESCRIPTION OF CHANGES INDEX OF DRAWINGS SHT NO: I TITLE 1.0 PLAN REVISIONS CS COVER SHEET Al FOUNDATION PLAN 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 A3 1 ST FLOOR PLAN 2ND FLOOR PLAN 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A4 ROOF PLAN 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 A5 A6 2ND FLOOR FRAMING & ROOF PLAN EXTERIOR ELEVATIONS 1ST FLOOR ELECTRICAL PLAN 5.0 ADDING K, L, M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 S3M STRUCTURAL NOTES FOUNDATION DETAILS " S4 FRAME WALL DETAILS S5 S6 ROOF FRAMING DETAILS WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS JUL 2 2023 Virtual Review Assist, In . Plans Review completed nd pr ed for compliance with the 2020 BC 71h Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N co N N 00 LO LO co LO - °, a w z J tno` N LO O W L N U O n Cq ai 01 M /I � 0o U o Of� .0 Uij� W QN 7W� L �o E V o 4 I� Uj ❑w� w _j w w2�0 Q Q U H ¢OXOJ�ou �Z��❑OQO ❑� ¢zU_ O LU 0 00 Z LU w Y) of _j W¢�zwZOw0 D J IL 0 LL C w � i 2 Ljj o ❑ ¢ oQ� ❑¢ w¢ O F Qw O O ZW 0�_ LD O � M Q M � W ti I-I0M Q Q 00 z ~ z `- JW O �1t C:) (0 T V ' I I � I I I ; I �® O N O O •' N M O O n O N O iv O 0 O r O O ® Z a � O CD O I 0 N LO w o 0 0 0 0 0 l > N M V' LO fD i C ~ Zz �/V ¢w _ 0 p W V Woo VU�5 0Zj -0 0 OF-0 Q z a�a r� to F_ W �--I LU F- .- w 2 (V N Zoo W�� 0 Zwo O Q U LL �wLL z �z z U < 00 q- W Z ¢ z C S J T Uj �1 0 LAST PLOT DATE -E--a z 0 ® _I COVER SHEET 30'-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" T-0" 3'-101' & T-6' T-5" 4'-3" 4'-0" 4'-0" A 4'-8" �_ 60 � J HB n' ELEV (-) 1 S3 Cl) F Q 00 01 Q PLQ 1 Q i II n ii I II ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I j • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER Q I - 6 9'-8 1/2-\ • MECH. COMPACTED FILL rO 95% OF - I I o w I REF MAX. DRY DENSITY rn M W • TREAT SOIL W/ TERMITE POISONING OR " BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO - U SOIL POISONING (TYP) U _ o I I I �I 13'-10" 16'-2" Q C.J. I C.J. II io I oo C B 5 B M 0 I 6 I 9'-5 1/8" I i ELEC/PLUMB �— GG — CONTROL JOINT — — — — — 6 I\\ FOOTING I I \ 13 -L o \� z I (4) STUD OI COLUMN W/ (S) C �r I o Q C)l HTT4 AT BASE D I _ 2'-4 7/8" I - O SINK z ? I I 7 I -j N O rn v l p K w 7'-3 3/8" ELEC w 6 I i1 o S3 0 GG (V u 0. I WH �/� 13 , --- ---1--- — - ------------ -- --- 13 0? I 10 N G 111 S3 I CC I ELEV I -, 6 0'-4" I $ I I D 13 I Z: LL i I iv I ° zl �_-- = z I o I "P C3U 0 �° I " 2'-4 7/8' � Y I LAV I I I r I I 13 I rU 10? i D N I 1 6 4'-17/8" co BJ FOOTING LO Lo 9 LO ch ih - QQ 6Q 13 [3 �d IoU 11 " 00 Q 3'4" 8: 4,-1„ 4" 00 A A Cl) L C 6 0 0 00 ELEV (-) 0'-3 1/2" 7 5/8' _ � 1'-4" T-8 3/8" 2'-8" U H a4'-4" 5'-8" -,I °' (Y 0i B — — — — — I CONTROL JOINT SEE DETAIL D/S3 N I FOR FRAME WALL TO CMU CONNECTIONS I 30'-0" OVERALL 3 16'-0" 20'-0" FOUNDATION PLAN (ELEVATION B 1 /4'r = 1'—Dr, 0 v 0 I 0 _ I � u BONA -4" FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL III = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9 1/2" WIDE RECESS \� NOT USED 3D 1-1/2 DP X 13" WIDE RECESS \0 ICE MAKER LINE 5� SINK - KITCHEN 6O REF 7� WASHER W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6 O.C. EA. WAY Do MONO FTG 16 x 12 DP (2) #5s CONT. Virtual Review Assist, Ir Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N 0 N 00 . ® Y Ln LO 'r _ o 00 LO - Z_ T "FA l� ♦ by C) tea, ,4LLJ e 101 O r W 0 z Q cv W �.. �0 0 U N d } V) (y) 4- V �i�2 m� W i L V/ ` O 0�'~ °O � •/IN/IS� �Q s �� }4t W QN V L 00 E � o 7W V 0 a o i C� W❑oL W �W2'0O ��w°Q�2oLLI <�o�o �j U��� _Ozmz�u UJ W W zQ ���C z<0- O ogQ W W 2W aO QLL 0Lu � z �Q W Q O Q ti F O O Z LLLI OI­___ > en 0 M O J Lq �coLLz Uj <_ti I— IY IZ M fY 000 z C) W W J O O I I I O O O CN - 0 N 0 cM 0 LO o N 0 N 0 N N N N I- CD N 7 N C) C)N O 'T C) O O O C) N C)I I ' z O NUW0000aol Lo > � N f`7 q' to Cfl i Cr M co Z zZ W C)QW '� z Z)z5 0 o�❑ Z arYa H �WQ m p W N ~ �2 N o SOU) W <F_� . � 0 zoo U WUL gZIt z az U � O O z z z LU WM o O > LAST PLOT DATE . . Mdy 8, 2023 z 0 o = MONOLITHIC FOUNDATION PLAN B 30'-0" OVERALL 10'-6" U 7'-3" L 12'-3" 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN HB 00 'n SH 25 ti - HD AT 6'-8" 3 1 /2' 00 00 LO o � M 10'-11 1/2" co 00 Ln ti 00 (4) 16" LID DP SH N REF M PANTR 17'-9 1 /4" i 6'-6" A 3/8" 2'-4 1 /8"' 00 LO FLR FIN- N 00 LINE 1'-11" GREAT ROOM 13'-9" X IT-10"�---- 8CLG KITCHEN 2x6 KNEE o 8'-8" CLG WALL TOP -- @ 34 1/2" u 00 o P O N i WO O C)SINK W/ �I ii ` © a' z - r DISPOSER a (2) 2X6 o Q/S4 L" FLR FIN HEADER LINE T-4 1/2" 6'-3 7/8" " 12'-2 7/8" 6 6-9 1/2" (4) STUD COLUMN co N 11 Q DINING BEARING 11'-11" X 6'-6" WALL (TYP) io 2x6 8'-8" CLG io WALL UTILITY RM can 8'-8" CLG 00 c 0 0 00 N D=8" 8 CLG M o (2) 2X6 Q/S4 SH0- 4" INSULATED WALL RATED MIN FIRE EATHEROSTTRIP OD coHEADER TP v rn .1 01v INSULATED PROTECTIVE G BEARING BOLLARD WALL S3 BEARING WALL (TYP 10 s ^CC 00 TWO CAR GARAGE S3 $ 8'-8" CLG 7 36" H - N - N 6 LOW r �' WALL 5 4 FLR FIN 0 N 0 N LINE 3 I LINE OF GARAGE 2 1 A FOYER I--------------- —IN OPEN — 36" P M 5'-11" X 3'-7" POSITION CONT 8 8 CLG HANDRAIL I SEE DETAIL D/S3 FOR FRAME WALL TO CMU CONNECTIONS 1 2 4 HD A 67-8" � TEMPERED 1/2�'Voloso JSH 2 A3 4'-7" 4'-1' 16070 ISLTR 8'-8" CLGIA)zwd L------------- LINE ----- OF FLOOR ABV 1 -4 3 -0 1 -4 3 -8 3/8 2 -8 16-0" .1'-4" 7 5/8"- 10'-0" 20'-0" 30'-0" '1 OVERALL FIRST FLOOR PLAN (ELEVATION B 1 /4" = 1'-011 -7 5/8" ;7 5/8" ;7 5/8" z W zX im J 0 EO Nr —I J H.B 60 m 00 W _Q TIE BM GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM, 1/2" GYP LK ��0����W- NON-BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA co N O N W u7 d ry Ln O 00 Ln SAY a ccW 0 W a .f 1 ■ 0 0 Ln 7 L �O q U _W Cn �� U N 'Y5 -O �_ �- u a 2 M _ Oo t o 2 co rn �� O L..C'o Q •V) N V LU QN G o � 00 70 CL V LIj W W ❑ui w LU �< u- w0~ of _j XILU 2�zo YU Q CE-D- X:: ZOXLL°�0Q�O O���onoLLUmO0ZJO ZLLz20<< 0C/) nwwizwcOf 0o Z � ww za U�WO�o�ai<<LZz Q ��—� �YO¢LL ILL Ow oQ Q o 0 o¢Q� � LL STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00 Z N SQUARE FOOTAGE: U AREA PROPOSED (n O FIRST FLOOR LIVING 930 M O SECOND FLOOR LIVING 1287 Q M ILO TOTAL LIVING SQ FT 2217 U) _j GARAGE 401 W 0- co TOTAL SQ FT 2672 0- 2 — INSULATION REQ. z v LOCATION R-VALUE / TYPE WLU J EXT CONIC WALL WALL R-4.1 HIGH PERM O EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), ' Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods 1 1 i WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39A -51.8 CD CD 20 37.6 -40.5 37.6 -48.6 N N N N N N C)- o CDN 50 35.2 -37.3 35.2 -43.7 LO O 00 C � ' o 0 0 CD 100 33.4 -35.6 33.4 -40.5 ' z O LGARAGED 30.0 -33.9 30.0 -33.9 L , O W O o O o O O; i i N Y7 4 Ln CO i COLO Z� zz aW O O W WOO _ U pW> i._o Z < ~ �w< W O Z O _ ;LIL W N a O z � 0 O z U gZLL LL �z T 1 Q F � O U J VR/ O m Virtual Review Assist, Inc. Plans Review completed and approved m for compliance with the 2020 FBC 7th Edition z by Debra Anne Klahr PX2300 A2 z w _j Uj rn O LAST PLOT DATE • May 8, 2023 z O __ -1 1 1 ST FLOOR PLAN B LINE OF ROOF SECOND FLOOR PLAN (ELEVATION B 1 /4" = 1'-0" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods TRIBUTARY AREA (ft)2 WALL INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37,6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 1 -33.9 STAIR SECTION 1 /2" = 1'-0„ WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T,B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. v Y Sk f 4� '0 N U co N ♦� U N M Om 70 7 u P co _ 1 o 0 O o Q — .N Z U � w QC cO L E 7W 000 CL a V i I �I CM N O N 00 O 00 LO Q z W 2 O W W z Q w LwW, w w:F'0 U LLI Lll off)g J0 LL0000, JO U QaX Wry O 00 I- M to =� O Z wp � 0 0 m 0 z = O ® �Lija_Lu �nwwLlU5M=<0-1 O Z Q¢a0w¢�zwZ��UCL LL Ow gi-F �wz 0� ❑ Z) CQ ¢ 4 wQ 0 �¢w A3 I O z N I �LU I U) Q�CMOO Q�MLn U)z W LL ti F— IYa— c_y) oo z V F- W J O O CO d' 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1 STRAP EACH SIDE) CENTER D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN 8" KNOCKOUT COURSE T/WAL W/ (1) #5 CONT. ui SEE SHEET ST HEADROOM IN STAIRWAY 0 FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE SEE FOUNDATION PLAN z W/ FBCR R311.7.2 FOR FILLED CELL W 10" j" NOSING SPACING. JUL RISERS CUT FROM 1x MATERIAL TREADS CUT 2xFROM MATERIAL � (3) 2x12 STRINGER STAIR DETAIL NTS NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 WALL SPLICE DETAIL N.T.S. Virtual Review Assist,�P� Plans Review completed and approved compliance with the 2020 FBC 7th Editi by Debra Anne i(lahr pX231)C V/ L0 O I N Lo 00 v) O a-1 O ' n -a I O O O r N M O O O O O O N N N N N N r` N N O M o o - N N O O O O z ' 0 Wo O o o O o > N M v LO W W moo¢ z U n O a Z WO-) zo J rl N N W LAST PLOT DATE May 8, 2023 I I Z� zz QW z W 0zz V 00 VUFn Z)z> O OWW0-❑ z w = wM.=< LLI z❑° O� 0- O g�W U W,L 0-Z (nz 'FAIL41!l011[010]:»W_1L�: Q z z W ti 0 N 0 2 �O U.I/- ROOF PLAN (ELEVATION B 1 /411 = 1'-011 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 12ND FLOOR ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 SQ IN ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) • RIDGE VENTS 18 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT JUL 2 12023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Ed by Debra Anne Klahr PX2300 i. / M N - O N 00 O C) 00 00 EL 'Sam A � A y N L N E nV`) i'0 o O T N M `° � V� �� U M -0-0- 10 M W E �- O'- :Eco,T� 2 a 6-0 9 Q v_I •Vi C �� } %' W QN o E L o� 7(D }Lv�� CL V V w °W Uj H W J W 2 O °X°��° LLUU Jo Q OJzoz°ww_0a92ZOIr00mZa� a0y�Wz00z0LLJ U) Z <F-W �-gwp�U°¢ O 0 Z) E Q Z< a LLa O �aW O O Z W O� S2 F-: cM O Q CD M � 2()L L_ti �ry0—co z < W < Lq 00 Z U W �O O LO 1 N Lo 1 07 000 O }I O Q Z 0 U) W LU z Q J 11 E ; ; an N N N N N N O O O O O O N N N N N N O N N O O O O i o O o O O o ; - N M '�t Lo O i ZF- Z Z W LL{ Z �zz w00 O =)Zj ow- Z 0F° aoa l� F- UjWa r-i = CD co w N F-F� N zoo O U gam° wW aZ U)Z F� W LAST PLOT DATE Ir z z w J O N 30'-0" 22'-6 3/4" T-5 1 /4" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' 1 /411 = 1 1-011 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED 0 KEYNOTE LEGEND KEYNOTE ANNOTATION BEARING WALLS A/C CHASE 03 22"X36" ATTIC ACCESS 0 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /4„ = 1'-011 REFER TO ENG. PACK FOR CONNECTION CJ3 `�J b O ~ CJ1 XU U V-0 5/16" 12'-0" I 1'-0 5/1 TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 LO U CJ1 U U 2'-0" 2'-0" �. TYPICAL T SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS, 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS1US. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED, 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= FIELD VERIFY PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK HANGER CHART d = HUS 26 (SIMPSON) a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 106 ATThNTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Spanlo, less 60 degrees or less 30' to 1 /2 p l I 2/3 to 1 /2 I line I- span approx. D Ta line 1 span approx. 0 REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way, General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7 -16 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY - aims, LOAD# DESCRIPTION INIT, DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV, FG1 WEBS JRH 3/5/19 RC 01 REV FLR RE'S HMT 11 /29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER --IhCONTRACTORS OF AMERICA -- --- 3900 AVENUE G. N, W, MINTER HAVEN FLORIDA 33880 PH❑NEi (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216 CCA PROJ/MODEL/ALT 7A2/ 2216B ALT DESC: OTC LOT BLOCK DESIGNER RFS PAGE 1 DATE 8/23/16 LAN# N329232R SCALE 1 4 "=1' co N CD N - 0 a'g r a LO w LO ' ca 16 ka O z Q LO i U VJ L � 0CnCo m N M 4__} U _ V P w• = m w ` O yT 0 O o o Q � •N V1 W O� N � QN �W ^V L O E 0 o 5 CL C, W Ur W r) LLI fn W 0 � C< ofMLU � 0 gg zX Z LU crf)7_j¢OQQ, 02_J0 F- U <ox- x 0Z20pz¢QQ ozo�oomZUo C3 U) O 0 zQ�Q LU CL >ZO ZY0 L0oOWa 0- 0L2Wp QLL Oa O �QZOQ Q LL I— LL O O Z W OF_ LD 5 � ® � Q V3 M Lfl (1) r1_ W LO F- tY M 00 Z V z WW J O O I-- N D 4 JL'L 20 Virtlial Plans Revi ROview w V Assist, \ Inc. for compliant COMP etgd � a �d apP ove by Odra wi Anne fh 2'0 ®PE 7t Ed` i®n I lah I P� I 300 TT V, I I `— o N N n N N N CD 0 o 0 - 0 t L/ CDN o CO O CDO N i Z O NLo U LU W o o P, o 0 0 x , LE > c- tV M [p L17 C4 i �r V , Z F- Zz QW _ W ® U °zz UUU V / DZj LO -0O ono Q Z airy � I-- o W Q m W N °�° O= W�� • I� p Zofo O z V LL gzLL az U < 000- W z A4E1 z W W o LAST PLOT DATE May 8, 2023 Z _ 0 ® J 2ND FLOOR ROOF FRAMING PLAN B ELEV AT 18'-0" SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND—, 7/8" STUCCO OVER PLYWOOD — CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 1 U-0" SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING WEEP SCREED PAINTED RAISED STUCCO BAND—­:� 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF FRONT ELEVATION B 3/16" = 1'-0" ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 10" PAINTED 12 4 ROOF SHEATHING MANUFACTURED 12 � 5 ROOF SHEATHING MANUFACTURED " 2" 48" � N STUCSED CO CCO BAND ROOF TRUSS ROOF TRUSS 4" 6" FOAM 21b. EPS--N-. ' MTL DRIP EDGE MTL DRIP EDGE 2X4 SUB -FASCIA r 21P - N N ALUMINUM WRAP ALUMINUM WRAP ALUMINUM SOFFIT 1 -0" ALUMINUM SOFFIT _ T2 N 2 1/2" 1 1/2" LB EPS FOAM NOTE: REFER TO STRUCTURAL SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT SMOOTH FINISH DETAIL SF01 SHEET SS FOR SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ATTACHMENT DETAIL ROOF O/H DETAIL RO,OF O/H DETAIL BRACKET�DETAIL CORBEL DETAIL 5 6 7 213/411 3/4 = 1 -0 3/4 = 1 -0 3 4 - -0- 1 -0 2'41 PAINTED RAISED TRIM BAND - 6" PAINTED RAISED C° TRIM BAND AV— o 1 _______]V N 211 SCORED LINES 4" PAINTED RAISED co TRIM BAND L2 LB EPS FOAM SMOOTH FINISH NOT USED WINDOW DETAIL NDOWDETAIL GARAGE DOOR TRIM DETAIL 9IN.T.S. 10 84�4 /4 - -0 = ,TRIM -0:::23/4 - 1 -0 11 HINGLE ROOF oil NONNI oil MEN mi EE S NNEININ IN INN I Lo MINI 12 775 CASING BEAD W/ WEEPS OVER FLASHING 1'-0" O.H. 7/8" STUCCO OVER FRAME ti DRIP "V" SCREED 8 74 4ni A5 PAINTED RAISED 00 STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL GARAGE DOOR - 4' OFF RIDGE VENT III IT IF SHINGLE ROOF 12 1 11 111111 12 5 5 I I I I I II I I ELEV AT 18'-0" _ SECOND FLOOR CEILING I z(D 7/8" STUCCO I w OVER FRAME I N J L O.J. SS C.J.I ELEV AT 10'-0" SECOND FLOOR FF - �- — — ELEV AT 8'-8" CASING BEAD MID -WALL FIRST FLOOR CEILING W/ WEEPS WEEP OVER SCREED FLASHING00 - 5/8" STUCCO -1 00 00 C9 OVER CMU ELEV AT U-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ _ SECOND FLOOR FRAMING ELEV AT 10'-0" _ SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT U-0" _ FIRST FLOOR FF RIGHT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING rh ELEV AT 10'-0" 12 SECOND FLOOR FF 4 ELEV AT 8'-8" FIRST FLOOR CEILING „ 2 ELEV AT 0'-0" FIRST FLOOR FF LEFT ELEVATION B 3/16" = 1'-0" 12 5 I I I 6'-4" DRIP "V" SCREED 4' OFF RIDGE VENT SHINGLE ROOF �� 12 I II T 111�,, I I g w I 7/8" STUCCO o J OVER FRAME I NJ I I � I 10'-8" 10'-0 - -- - - - - - �5/8" STUCCO MID -WALL WEEP OVER CMU SCREED 4' OFF RIDGE VENT 12 5 I I I IZ= %8" STUCCO o J OVER FRAME— � I INI I IC.J. C.J.I S C.J. C.J. T-4" 8'- 8I-8" 8' " MID -WALL WEEP �5/8" STUCCO SCREED OVER CMU eo zo 6-4" _ 12 4 HINGLE ROOF I M 12 b.J. 4 8'-8" 3'-4" CASING BEAD W/ WEEPS OVER FLASHING- FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 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. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. f 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) M N O N 00 r g Lo 00 z s o W 0 z Q 0 At (1) L N E O 10 L N ' 0 ��N _� M N U 02 u Co �... Co n' E L M 0 2 p *� p o LLo 0 Q —� vie° .N V w QC'� L 0Co 7W V a Uj W 0 LdUj W H I- Q J q~ z(if U Q�)o rj oQo2 JO °zanxWozoE20mz AQ�U) 0_80WWOZLL <<WO0W<<5-z�¢IL� O LLQ o LL if O O Z W O� > (n O ���MO U') .J � 2 W U-) �- W IZ M CL 2 00 ZZ U H Z 37. W W J O O m d' JUL � 2 1 Virtual Revie v As ist, I Inc. ans Review com ete ah a e om iance with t (mhra Anni Kla r P) 230( �— N N 0 N N Lo ocDcDo � N 0 N O N q O O CD CDr CD \ O N O N O ' i z O NLo w 0 0 0 0 0 0 1 i Lo > VJ }~ zz W Q W O W z 0 O V �0 UV� �. 0z�_ O O� 0 Q Z d�a � ��Q = W rLU N N �ZOO O± W Q~� Lo Q O O U �Ww WU_ z �z =z Q F� � OU O� z z z z w J LLI 0 T_ LAST PLOT DATE May 8, 2023 z 0 J EXTERIOR ELEVATIONS B � /1/1A1A1- ELEC METER I L FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROCMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. F NOTES: NLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I, PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 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 METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to Tooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz 1 — S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET 6- SWITCH AT 36" 3 WAY SWITCH AT 36" �- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -{I PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE -�} WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 41 " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48— SINGLE 48" FLUOR STRIP c D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F724--r;; 24" VANITY LIGHTING FFFF 36 ;;;� 36" VANITY LIGHTING F7---48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (+i EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION i� ELEC PANEL VACUNI OUTLET AT 12" CEILING RETURN AIR A/C REGISTER OT THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I. I L i 0 W L N U co � ai OD Co to 4-- t10 2' o i° o o Q U a • N LU QN n` 0 E V V a LU W W ❑ W fn Lu 0 �Q r �¢zo_ z of=) 0¢�¢LLQo°Jo U Q Q D F- F- < 0 Z rj)❑ J 0¢ LLLL- -JC) c3w�WozoWo°mz❑ J — ¢¢ L) O Z 0 V5 W W x¢ Q�QpwQ�zLuZO�� J � LL O w :E � W E3 O� o ❑ o¢Q� ¢ LL ¢ o L O Z W O1-- U) ::) t` O O M Q t) CO J � ILL co - ti z < LU < Lq F- 0� IZ M 1WCL2- Z U W J O O CD 212,123 Virtual Plans Review, R 1e As sf, i ' c. r cnmptiance wit c the ted nd t2 Ppr ved byDebra A eKair X7 DQ � V N N N N N LO o 0 N 0 N 0 N 0 N 0 N O O N O 0 CD o O <�- 0 o N 0 N o I I Z O NLo W o 0 0 0 0 0 ; > r 07 M� }~ zz W ¢4-0 w O Q W 000 U VU(n V/ �zj Q Z aofa �Wa T"-I = m rt w N Zoo . .� W~� Q OgWq Uaz LL z U)z C.) J 00CL z z z z w W J � T V / 0 LAST PLOT DATE • May 8, 2023 z 0 1ST FLOOR ELECTRICAL PLAN B ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (A, B, K, L & M 1 /411 = 1'-0" ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET r� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz C r� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT IHORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET 6- SWITCH AT 36" 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL -- CLG MNT LT FIXTURE -}- CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER O_ 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL -V CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR 09 SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-35— SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT g-,24:;� 24" VANITY LIGHTING 36 :F� 36" VANITY LIGHTING Fu--48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (j EXHAUST FAN dp DOUBLE FLOOD LIGHT W/ COVERS AND L 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 03 CHIMES (DELETE W/ INTERCOM) = MASTER STATION 0Z] ELEC PANEL VACUM OUTLET AT 12" 14 CEILING RETURN AIR A/C REGISTER C THERMOSTAT 112 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N 00 Lo i! Lo O 3 W t "k Liz a C � r C _ rr a do.✓-5� z W W x 0 z Q t/o` N LO C,o W L o' U \ ' 0 Cy) N G7 Co U V- M �j E -z r 00 W ` O 0 0 rn� OU-o oQ N Q Uo p � � • 0n, f ' L.L. Q N 7W L cO E V a � o o LU W ow C Wow �~ 0f_j W<'zz� Q Q I— F- <a><._j Z2�0OQO owoomZ� 0 U) O Z U)Uj LU Ll. W W UL z = Q J a�w0 ¢Y)zUjz OIL oQ o 0 oQzq§¢ Q ¢ LL o �- LL O Z N OW U � M O Q w M � � (n LL ti I— cM � Q U Q Z F— W W JO mi O qt JUL 1 202 ow Virtual Rev RianS Review i ssis I , In I . can compliance with Piet e 2 d at 2p d a B Pbn E by Debra An KI h 3 01 itia V/ N N N N N N Lo CD 0 0 0 0 0 CD z o r o 0 0 ; O NLo W o 0 0 0 0 0 ; _ / 'j;j. > z~ z QW O W Woo o U UVU) Lo —0 O =)z5; o�Cl Q Z a�a r t i— of-< = m�W ('V ~p::)0 N � zoo W QT� . Q O (� gOf0 W W z az �z i Q 2 � ®0 MMO W z A6. 1 o! z z z W W C) 0 T_ LAST PLOT DATE • May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN A, B,K,L&M) NOTE: BORATE/ SENTRA CON SYSTEM 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 31ST, 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: FBRC 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 24-INCH(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 WATER'S 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. 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 R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± 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 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.11. 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. 1.12. 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: 2.2.1. 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. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 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 FLAILING. 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 SQ, 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 7TH EDITION (2020), 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 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 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 LL + ROOF LL TOTAL DL + FLOOR LL + 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 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. ). 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-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) : 3 1/2" 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. 4.3. 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 C90-14, 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 = 2,000 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 ALL EXTERIOR FRAMING SPF #2 4, 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 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 R703.7 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 A36/36M 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'S 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 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 ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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. FBC-R 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" awayfrom the build' side building d walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall nct be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R 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. FBC-R 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. FBC-R R318.1.5 - Cofncrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior so[ treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11, FBC-R 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 retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R 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, farms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R 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 3-0" 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 (V = 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. 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 DESIGN STYLES ARCHITECTURE, 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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBCARD 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 I NAIL DISTANCE FROM EDGE SHALL BE %". 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. to % M 40 1 � *LO �•e '0�. CC) LO 9 i 3vC.. w W w 0 Z Q V) LO F 0 `? 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METAL LATH 16GAx1-1' 2" LONG (314"-1" CROWN) *ALL SHEATHING _.Ih" LONG dl1,- 1` STAPLES @ E U FE STUD, (NOTED THUS;—) - OFFSET CROINI�y STAPLES 6m STAPLES BETWEEN STUDS AS SHOWN C.C. VERT INTO STUDS (NOTED THUS:--) METAL LA TI ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = T-0' DETAIL EXCEEDS THE REQUIREMENTS FOR FECR 703 7.1 LATH* "ONLY APPLIES TO LENNAR TPA.E'JAX4* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 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. 1 U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1 T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d 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. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e, RAFTER TO RIDGESEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE i. m 15/32" CDX ¢ PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 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 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + + + + + 4'-0" -9 + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONS (Not required if both IoE Filler 1/8" gap FILL CELL--\ STD. 90° HOOK BOND BEAM w .. .......... ........ ... ... .. ........ ...... Q STD.90° CONT. #5 CONT. #5 HOOK BAR BAR ........... ........ #5 CONT. FROM FOUNDATION FE TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO -CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI 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 Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. /71 Clinch nails when possible 1 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 118" 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. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topdsmo th cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor col-nn ur/ Innric 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 1/16" details in One 10d box areas=20 of high 6 or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" N nd1 nails at 8" nr._ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p LO (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 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.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-112" 2-8d 2-81 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) . NAILS 7 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION Joist p4t When joists meet over wall, provide F1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for alljoist blocking panel *Non -stacking walls require additional consideration. 6,r A 1 Z' ROUND HOLE MAY 6Y, 6Y' DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1Y2' Round Hole. Diameter (ink. _ 2'- 3 4 -- 5 6T1 8 S-Am 10 11M17 12 13 Rc—tartgu to S ide4W - T777T 35MM 6 0 10 ' Any 16" joist S par€ (ft) 8 11-0 Y V-1 " 1'-2- V-2" V-3" V-3" V-7" 1 -11" 2'-4" 2 -9" 3'-2" 3`-7" 12 V-0" 1 "-1 " 1 °-2" 1'-2" 1-3" V-coo" 2' 4" 2 -11" 3"..7" 4"22-- 4"-9" 5' „ 16 1' "-0" 9 `-1 " J `-2" V-2" 1 -7ua 2'-5"' 3w-2" 3'-10 4`4l"T ,-7" 6'4" 7"22 w" 20 1 1"-0" 1'-1" 1 1'-2"Y 172YY 7-0" 3'-O" 4'-0" 4°-10" 5'-11°° 6Y-11'" 7'-11" 8'-11£' 24 1 V-0'Y 1._1" 1'_2" 1'-T' 2{-5" 1 3`-7" 4'-9" 5°-10" 1 7'-2" 8-4- 9'-6" 10'-91 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. 1Y2" 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 1%" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist ha Y \ 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 tight Backer block shall be tight 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL .9a 00 FINISH GRADE SLEEVE THRU STEM- °A. a . SEE PLAN FOR—'°• a° .. • FOUNDATION INFO a STEM FOUNDATION GRADE a REINF. SEE PLAN —A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A ° SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON NITS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION i a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a I I• a: a 1L 1111—•'11 I F- SEE FND. PLN. it SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a a a a a • a'a n - -------------------- co �• a. • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -- --4 .-- d — a°' 4 na :° a I IEI I I Fri— SEEII: -I 11=1 1=1 a i� I —III—'' a a � —III=1''- a FND. PLN. SIZE & REINF. Ph for co M N O N :-� 00 LO LOf a •� 5 y� a r 3 z w � =O v: w 0 z V) Iv W L 'o q U S 0 CO N ai M N V O� a �� co =u E = r o } Oo o 0 Imo a Q � Q Ln LU Q� Q) i o E"2 D a LJ fn W O E- Q U <cyx— w�O�u 0U0��o 0 J Z U) z Q LOO ZW o' Ir Z O Ja�1O <¢�0 C¢ILL O W 2-� 2LQ�¢ a! o Z) 0 QZ p LL>WLu ¢ ¢IiJ O O Z LL.I O� >_ (n 0 zJ CL 2 V) LLz ti < UJ < U? F-0Y0-_e) O zv� LULU O -JO J L Virtual Review qssi I II t, Inc. ' r Ills Review comple ed nd a p o e pGanee with the 020 FPC 7Jh tti by Debra Anne K tt 0000 N CO CDo O O I I i i ' 1 O z NLo w o 0 0 0 l I I LO N M r!' iRIZI 1 � MVJ z z ~ W Z 4-0 C)¢w � LLI Z O U �0zz 0 UV0 Z)Z5; LO -0 C C) 1.- QZ ELrya to Of-Q T—I = m = w (V C7 ��2 N Ofo Z OO � 12- � 2 ■ ■ '^ 2 ZUO C:)z Q O Z LL a CD Q Y� � OU � MM� y � Z SN1 z z LU �..�..� T— LAST PLOT DATE Z O STRUCTURAL —J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ Z YP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 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) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1AXW1A WWF OR "FIBERMESH" c T _III —III —I I I V M � D 6 MIL VAPOR BARRIER IIII 1 4 1 COMP. SOIL. IIII >' COMPACTED TO 95% —I I I I =III=III MODIFIED PROCTOR I I I I I I I 1=1 I I —I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 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 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) M U) U_ Iz w a 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 60 =1 =1 I = = z III iv IIII NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA S3 OPT: DEPRESS SLAB 52" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS d z 4 II T a. 0? SEE A/S3ORJ/S6­'_11111 II1 _1_AJI,,, 11111111; FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) ° I-III=111=—=—III 'L]Jill IIIIIIII1 1 1III1111 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 6x6W1.4xW1.4 r WWF OR FIBERMESH ° ==JJ 1=J1=1 11= II III—III11Im II - 1 8" 1 -1 H' ..—. L , .8'r. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" Ilk d a" A.F.F. Q . a Q • : 4" '° a ELEV. -0'-3 1/2" H ° •` •.e ° A. e ° d O A.F.F. O e.° a a ° e a 2x4 CONT. ° °" ° ° LL e° a e° d .° - ,e 4° O ,d d e. N ° GARAGE DEPTH VARIES a 4. GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---� 'TRUSS BOTTOM CHORD OR 2x4 42 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN. z ° =III=III=mI31/2"(min.) 4" ° —I —III :11 I- ' 31/2"(min. - 4" III=III I_I—� I I- - —III—I I —I j 1. —III illl III=III=III=III III —III I'' (2)#5CONT.I -1I ; IIIIII„III--IIII,�,II ,;,I11= 1' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" k nn I TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1,4 WWF OR FIBERMESH �3 1/2" MIN. ° III=III=III='31/2"(min.)-4" 00 = 1—I I I —I 11- ' 3 1/2"(min.) - 4'l. =1I1=III =III 1 I I —III_ it I I I I I I=1 11=1 11=1 I i III —III '' (2) #5 CONT. 14„I I_„I I1=,�1141,� 1I I lilt I,;,I81 U.N.O. MIN. TYPICAL BEARING WALL a" STEPrc c SCALE:3/4"=1'-0" S3 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens" 2x 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. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY '00S 8" C.M.U. FORM SUBMITTED WITH PERMIT il Go 1 x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT, OR PLATE WASHER TYPICAL 3RD LAYER 1l8"THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LA,-;] #5 REINFORCING r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, ° ° ' ° z #3 & #4 LAP SPLICE GRADE MIN. Fy=40ksi ° z ° M ° D ° FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° —.111=1 —III ° A. °. O0 6 MIL VAPOR BARRIER �I r, III III , > ° ° 1 I=1 I =1 I I=� co AAA ' =11 Ell ° III r #5 REINFORCING BAR R 1 7/8" I=III=III=III=III=III=� I _ _ _ _ N z III=1I1=1I1=1I1=1I1=1I1= z IIII .11-111-11I—III—III r D° I— III —III —III —III —III —I III—III—III=1 I I #5 LAP SPLICE III —III—III— III —III —III- EN COMP. (COMPACTED 11111 ° . 11=III=111=111=� I 36" MIN. LAP [36" MIN. LAP] 9MOD FIEDPROC OR AS�M ' =III=1 I =1I 1=1 I I=III=1 I I=III=1 I I=III-1 L=III=1 11=III=1 11=1 I I 1 I I I-III=III—III=I I I—III=I I IJ—11=I I I=III=III—III-�' III �I 1-==_� 101, 111 iiD1557) - 1 11 11f 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK —1 1=1 I I-1 11=1 11=1 11=1 1=1 11=1 11=1 11-1 11-1 I I— I'- #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 d ° �r GRADE 00 ° II.II_I-III=II_=1I_=11=�1=—� I ' — — — — — =114 I I I (1) #5 REBAR w/ OPT. —III—III—I I1= I1= I1=1I1= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r e:4. . e . —II �111111111= 1iOP 4 � 111 IIII III l e",' r ... L-1 I I• SEE A/S3 0R J/S6 -I 1111 I I I I l 11, ,, 111 Ill FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT e Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. GARAGE :ONCRETE NAILS W 1 1/2' 112 GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. �TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSIGN 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N ' WWF OR FIBERMESH '= a , `= 11=1I1= III 1 III=1 ° M BARRIER =III=11=1 — I =III=111_ _IL111111 111111 IIII ; III- 4„ 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W ° g I � III —III —III W I—III=III —� ° • n ''—III—III III —I ° REBAR DETAILS Ill F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE O.S.B. EO COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING U) SCHEDULE > Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS c; FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or AB PER Al AliI-I.I i-I m COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH II —III —III —III o III III=III=III—' f (2) #5 CONT. =1 1=1 I I-1 I, I PEI I 1=1 11- ON 3" CHAIRS (TYP.) 8" 1'-4" 8'. TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VAKILS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH fM d for OP d . III III III; N� -r �� �. 11-1I1-1I1-III-1I I III M l l SEEA/S3/J/S6 II,I „III III, �111=III,,,II FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a d M .4. c�LU_III=III . d . d • ` —I—I I —III —III —_I' Z Imo- w o l—III—I III=III—III=1 i W oLU co I I I I I I I I I I I=1I 1=1I 1- w - Z _ _ • z .°• LL a a = `' I �=1 =III=1 11=III=III I I =III=1I� _— FOOTING -III III —I I 1=1 I I —III —III III —III —III_ U 11-III=III—III=1I ,I1-1I1-1I1= BEYOND PAD REINFORCEMENT -111—I I I —I i i—" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M, •y ' $ LO arm Li) 00 LO w v O 1 � Lu o z LO E W `O�" U cy)� a; nor�76 D N M 4- co V O� WE �� r o O E o 0 �o "m Q U�� -.i •N LU QN C V L.. CDs✓ co W LU Ui N W �OY~ < w Zo IX OQ UaXZ H- JZF- LOYL O� °0U)Lug°W �0��O 0 O >Y OdZ0W ❑(n z_1QQOZaW ~H7�w62QQpW Q 0<LL Q O U_ O Z W 0� > (n O O LO W 11') co 00 Z L) Z WLU J O O CD J11L 220 3 Virtual Rev, fans Review w Ahis P I ' o com ce with t c an a ov bra Anne e C 1 d �— Ka4 �X Ed tiora o N O N o N CD N �U, tiN O � p CD N O C) 0 C) o I I I I I I Z a ' LO W o 0 0 oLO I I I > 1 0 QO U) Z I— z Qw ♦--' + O W z z O Cy) U 00 z U U -0 Il__ =)z> Lr)-0 001�_° QZ IL w 0- F_ LILI 0 �< LLI m - w N Zoo ■ ■Lr) OQ�u 0 Q C) aZILL - -i z mz ry Q mm F- L) 00 z z z LLI W� fl- c LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 \�ypj SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED —\ II II SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX i—// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ::// — AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL PROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)--� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / e e O' .a e . , e . d a <• .e a e 8 STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J c (� \EEME" > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. d SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEELAND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ FULL 8x8x16 BLOCK WALL ❑ ❑ Fig CL DOOR OPENING DOOR OPENING DOOR OPENING —� EXTERIOR -A ❑ u WALL ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x C 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a ;ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT 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 10d x 1 1/2" AT EA( .� STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. — UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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 OVER WATER \� RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD / \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN IN KO BLOCK AT EA. STUD SPAN _ _ MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. -. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. V If /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED MAN ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON rc i ( P.T. -ATE C)iivirwiv ar4 SP2 SIMPSON SIMPSON F SP1 SIMPSON SP4 10c ST (.o -J- M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d e e 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 'NAILED INTO TRANSOM FRAMING ;SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U �z a 2x TOP PLATE U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE d d TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J SCALE: N.T.S. S4 S P4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX.OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " d 2X8 P.T, BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) � (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT 'OXIED A.T.R. '& NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /- 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH Sd COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES Q E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R( SCALE: N.T.S. to �I N O Lo Lo "8� C, e e`gt c. O co Lo F a�., lY- 9 �'= Q z o Fnti w w x 0 z 0o W � U N Gi Coco 4- N 6 Cn U = 0 co 2 w � M A) i 2 p �t Z) Op 2 po �•� 0 u_o 4 U�� �Q _s •:/i f ' U-j Q N 70 �VLe 00 E,1 c& a aco LU E (7 U 0Li cd, wO� �Q C �zx Z �,6 ��O Q �I— QOX J.o��0 <ox-j ILLB'.0Z2OO Z- OWOWOOWQ� Owaw Q z 65 J LL 06Qoa� Q0w°w ¢Zzz2°�LL LLJ Q o � oFQ� o Q 0 O O Z W O� 0 � M O z Q %00 coLo LL- It I— cM 00 Z U LU WUj O 1 O mi It AIL 2120 Virtual Review ski t,in I Plans Review co plet d and a. . with he 020:Be pr9' Lid by Debra Anr a KI hf t 1 . X$3 0i V/ o 0 0 0 0 0 cq 0 N N Lo O N 0 N C)C)a-- 0 0 �- O I I I ' Z O IN `� � o b o L > 00 U) } z�- QZ w O 4-0 W z O C)() WOO oz5_ .Q O Q Z Ix - aIxa LUWQ rl LU�w [V 0 N O mom W 0- ■ ■ zoe0 0 U w aZE z 0- z U � ® Z z z z w W T J � V / O LAST PLOT DATE Z O STRUCTURAL -- DETAILS SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 45° ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT " L" BRACE TO EXTENDAT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" 0/C THROUGH CHORD INTO 2" 6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF, @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL(24" WEB, USE MSTAM36 w/ (7) O.C. MAX) 4"EB 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS t7E SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO A4KI�KER EXTEND AT LEAST 90% OF 2x4 CROSS BRACEWEB LENGTH & NOTCH ATAPPROX. 8" FROMBOTTOM CHORD (SEE TABLE) RIDGE FASTENED ATSIMPSON H2.5Aw/(10) 8d EACH JOINT wl (3) 10d &FROM LEDGER TO (2)10d TOE NAILS @ EA. W. BLOCKING END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" D.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD Ns (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r N - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR EY SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ " (2) 16d NAILS WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12" 1 ]12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)mo BOTT. CHORD FOR 4 TRUSS SPANS `7��ll' 10d & (2) 10d TOE ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4 LAMINATIONS W/ (1) ROW " (3) 2 x 4 LAMINATIONS W! (1) ROW (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 4$" 0/C FOR THE 2 16d NAILS O 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 14x� O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_N� SCALE: N.T.S. S5 V VIY1 ULlll \IIYIJ 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w! 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION. g SCALE: N.T.S. S'CJ MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS StE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z a BRACING w/ (3) 10d x 3" Al _ • EACH CONN. @ 24" O/C ls\\\ MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "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" - 3'-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 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU C.� w 0 1 CD iz CD m o o '7r 0 - d w ---- o Q ;� ---- q o XQ < ----W Q o d w 2 >_ NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" D.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. 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O z N 1 Uj LD Cn O M O U) Lo CnLLti In 0- M tY 0- 2 z Q LUz� wo J O mi d- Virtual R Iview Plans Review As ist, nc c r compliance wit m l the 20211aid p vedog Debra A ' 'I nth Edit o�h ne u Tby Vj lr® 0 0 CDO 0 N 0 N 0 N N L111 C O N r- N O O N ® co O O i i i z N Lo _O 0 w 0 0 0 0 > N M 4 1 1 1 ' cr m 00 U) Z Z F- ¢ z LL }� O W Z O V 00 UU0 :3z� O O F- C z n��a LU r-1 = m = LU (� (D 1.- 2 : oz)o �o O w Of azLL rz � OU O �--- m I..L z z z Uj J o r LAST PLOT DATE ® STRUCTURAL ® —I DETAILS INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION . (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 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 J J 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT `n FOR MORE INFO LU UJ 16" O.C. 2X S.P.F. SPUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3A" PLYWOOD DECKING GLUED AND NAILED W/ 10d D w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" 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 c r M 6x6 W1.4xW1.4 WWF OR FIBERME STD. 901i00K (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M L) 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE FINISH GRADE 00 44 _ _ _ _ ° I --1 I E I_I=1 I _ I —I I — III —III III _ _ I1=1I1—II1=1I1=1I 1I III-1I1—I11 1=1 I I-1 � 1-1 I f I I I 11-111-111- o z s" -115III—III—II =1I ° III=1I1=1_II= 1I— (3) # 5 REBAR ON 3"CHAIR - I I 11 111 111-I 11— \—STD. 90 `HOOK "' (SEE DETAIL) W/Y MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3A"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE 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 INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR 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) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR 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. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=1'-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° ° m' •� ° ° °. O . C V d �-T � _ . ae • .4 : a as ... a �° : • 1—III—I 1= —I � I III—_ • a.'� I=1 I I 111- �. 1 I 1-11 1111—III—III—I 11=1 I I 11=1 i' '—III1 I I—III—III=III—III=1 I I— 3) #5 CONT. ON 3" 1 ill —I I I —III —I � I —I I i ( 8" T-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w W 2 N J 0 15/32" OSB EXPOSUREI SHEATHINGfR x PROVIDE x BLOCKING AS REQUIRED PED ❑ SECTION X-X W NOT FULL rHEIGHT SHEEC z z G FLOOR SYST M I (2)- 2x TOP PLATE �CIUIVV 15/32" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X-X Uj 0 C x rw< x E F 2x STUDS LU BEYOND. v ❑ SEE PLANif 0 U) 2x RIBBON OR VERTICAL �ArHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATIOrq DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 112" 1/2" I/ 7 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 92 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 S�cFA�ppl'L qN 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END D ii JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %". Y n ? OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 2 OCj NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. ' C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n 0 STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J ❑ wl 8d COMMON NAIL J J U_LU O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER j > ¢ O t cr o00u) wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0- G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL K Cl) ill NWC0~ MEMBER IF GABLE END LL U LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 14 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 - INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS - EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS - OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE pp�TFR7 FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT 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 r III-1 I I=1 I I=1 I°° -III-III I I 4. I �111I 1EE III-�1 (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 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 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. C ° 4' 00 FINISH GRADE 00 -I I I111 r III; I =1�1 V SCALE:3/4"=1'-0" cG P for c M N O N 00 W o 00 P f ''c • t�-' � �� e + Lfi le, ' y 1�_ <3" � Y - 0 �- Fn . k r LU Z a �IV) O EO W L >_ C-O L) cY) to V -0 - 2 M i L p Oo B o p LL o Q V_� U 0 < � •Ln, Lu QN 00 lJ V a 00N -O rya W UD W LLI Cn W O F- �: � �q~z0-1 o �02i <�¢LLUOLLJO ��owOZOw00cozjU o Il. LU W Q'¢ }J I<< UJ �zIZO�00na LL. OuJ �H-� 2LLO ¢ O 0 2 a Z ¢ LL Q O O O cV z O� >Cno I` 0rncMO Lid U) L.L 1zl-, w Ln F—�0_M 2 Z V w� LU J 0 L 2 202 Virtual Review Assisi. n¢. ns Review completed and RPPr9ved mpliance with the 2029 F0 7th Edit'o by Debra Anne lah R,X 1 3q0 1 I , rn V o 0 0 0 0 N 0 N 0 N N N NC) 0 o CD o o � o l I l I l I ' Z O NLo ofo 0 0 0 l I LO > I COrV I� Z ~ Z Z W �+ C)a W O U 000 UVF) Z)zj LO-0 0OF-0 Q z a �� r ^ f— ��Q rl 7 mew N � Zoo oM 1'' W 11. ■ ■ Q 0 2�� (=)U < LU aZU_ � / z (� z ILL ZQ � OU O IZ m Z a z z W USj J O CN O LAST PLOT DATE Z 0 STRUCTURAL e -- DETAILS - MONO 1/4" MAX 2,_0„ itSOLID BLKG. AT TOP BT ARCH BLKG. & BUCK ---- i 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 11 1x4 3-1/4" LONG X 3/16" 03 FURRING 3/16 O X 3 LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. -� /2L� DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIVST. APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1 X 4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 1 L,2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" IIPT,& I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-011 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,,-,NAILS VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG- (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. �ILS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX 8 FILL SOLID BOTH CELLS #5 REB, (TYR) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A wl (10) 8d NAILS LN i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITH!N PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - - SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. = ;::; ;:'' F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB ANC HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F. F. °. D. 1=1 �M� Irl I; I=1 II1=11 MII _ :111111I 1111' ° 1=1II-111" GRADE D,i1lliI�I- ° M D z ,\ N � • C . (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S I IAIA(%nI=0TADI C IAICTAI I TInKI FILLED CELL INSTALLATION rH SCALE: N.T.S. SEE AR1."H 'PLAN .AND `y PRE-ENG TRLSS DESIGN :SEE NOTE, BELOW „ Zx SUE. BFIGWALLTYPE PEA PLAN F* CHANNEL -I _- '!A-( C FA;JTEI�ED L NOTE 2 F1FL� k� y 9JN'1 'piaENTED C R a .!1h.I[D W FF1:T CONT 2x4 NAILED TO - 2x BLOC KINF! NAILED TO TOP BLaCKIN wt 2-12d MAILS ?-j CHOFM EVERY OTF- R TRU:S W ; 12d NAILS, YP i G.O./ EgJIL_ RTC) t,IERIF Y'/` P.R .)VIDE S,DFFOT T^o1ATERIAL SPAN C A(. IT' ON. THE DESIGN PRE:SISIJRES 8Pl'c.iC'"'IF@IED Ft"lI4 L.L)PtidIPIWRr,4 N-'FS AND OL/ iL.iLrlll°1+;:, LISTED IN THE LIE y5I(IN CRITERIA ON 'SHEET SIN, - FOR, SOFFIT - AC:HNIENT AT WALL (PER ALPHA Al UM INC` FL # 1654 - PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CLIU Vi T NAIL .0°7 Dik a 24' O.C.Vgt /8 MIN. EMBEDMENT - WOOD tv' try) IS r_,A. 14"'CROWN STAPLES , 24" MAX. O:C. IN PATTER ,l a �,1 * y g� FA---1A. ,01 I,Ii,, u(3A P, ,:, ,r, I#�I'�� �sP"4�.I �I�m�N�N^¢ kSW E i;C,��' EJ`LCH ( FR0CI'1,11F _ STRUCTURAL SOFFIT C r SCALE- 3/41'7 (»*) FOR ALUI #iNUM SOFFITS WIT-F REV, 09 n Z221 1-41, INSTALL PAID SPAN THE &0FFIT FL PA INSTAL LATIOP, R, I'TF 'A 'REFER TO THE PRODUCT T APPROVAL FOR INSTALLATION DETAILS, 2 X 4 #2 SYP SCAB TO SIDE OF �RUS S AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + FNQTy PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP e a EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP R(:AI F• 3/d EGG eWGGT n) ANIn z 0 Q LL 0 w LL LL U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB r@ METAL SEAT PLATE C�NOTE:: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN " RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH FLOQ #5 BAR 1>D CENTERED W/ g 90` H IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL I ° DIRT D z STANDARD q P 99 HOOK N #5 BAR I N > FILLED CELL as - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL Plar SECTIONN DETAILS for com SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. I , M N O '.� N 00 Lo Ln 00 Lo ¢ r01 r_: Z w 0 w z Q 0 W L 'c- `O U mN m V 7C)� E •Li 0 � � 2 o _ o 0 rnrn lJ/ U- N Q i Ua' }< 'LO V w a N W L 0o E 00 CL III Uj W U p - W N w� w co w�o0 I-Q J a'wq zI Q¢ F— �-- Q�T<U)00 ULLUOp��O = 0 0 Z LL u Z p 0w��0Z0LLJ-0 I-__ Q Q U U) O z LL W W 0' Q -1 <O W Q�zLUZ�LLJ0 20 p J LL 0 W �F-� �YZ�Q o� o oa Q Q Q LL 0; F- LL. O 0 Z W 0� L 5 r-, � 0 M� C ti I— tY tl cM Z U Z LU LU J 00 mi O It Virtual Review Assisi i'nc Review comPlet d ` Hance with the 2020 an I a y Debra Anne Kla r P C 7 tIQ h,E I ;;fin ;z I V/ O N O N O Oqqrmm N O N N O N \ N N I,- 0 N N CD " CDLo O O 1 1 z 0 NLn W o 06 O I I I `I �� )^r V 00 � F- zz OQw � W zU) 000 ® V LLI UV� 0 ow- 0 0 z ar< r� F- w 2 WW< r—I = m w 2 i� N a -, z�0 OW W�� ■ Ln Q 0 zwo O U az� z z I..L� ZQ F J OU 0 F. MMW z z z z w W T J � V J N LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETROFIT 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). VIIVIf JVIV IVIV Il1L 1 VV/ 1 V) 1'/4 1-1- FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 2' = 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 1/4" AND 1/2" 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 FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-01, SIMPSON P LSC EACH STRINGER DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN Jq" 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 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Bx4 BLOCKING FOR 2x12 c 2x4PTUNDER2x12 2x4 SYP BLOCKING I PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. ON VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" ,---STRINGER GLUED D NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING --2x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS L STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H SECTI SECTION VIEW "B" G.1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OFF STRINGER 01, TREADx4 1 GLUED AND NAILED TO STRINGER DRAFT STOP �N 2x8 SYP DRYWALL STOP 12x4 MUST NOT TOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" ON VIEW SCALE:" = 1'-0" —3/4 ON �2 F 2x4 STC 2x4 SCALE: 1" = V-0" OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 I STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONIC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 2'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST BLOCKING 0 1 /'-\I K UUIVO I MUU I IUIN Ur- I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" ALL JOINT ✓ALL TO R JOISTS) FUD NAILED AND - TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT ✓ALL TO R JOISTS) SIMPSON (14) 10d x u L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES R 3 SECTION VIEW "H" SCALE: 1" = V-0" for !i i1 M N :-� •=cam' 14�- co Lr) Fi•.,., L(j 00 L0 t of cy Lu Al Q W 0 Z Q > W `O q u ce3 N AU,, o C W O -2L O"o m Q U�� —s •�n, U W QN c 7W L C co �LLI Uj WOH _2W F-Of j O(Q �X_jIf o� J apWWLLWO0 ¢z ¢Yj�;_;_ f— - OOm= U)W7z a )WWmpwQoWO0C U OCL �~ 00Z QOW �F-F gWp�U o o¢Z Q Q O� LLQ O 9< O z W 0 C ti 0 �_:MO Q U) co � 0-0 2cn�l` z Lid I-0M 00 ZUIa- Wz� W O J O mi V, V A. Virtual Revi w A s'Ist, ic. tans Review cam fete �n ap I qve ompliance with tf o 20 20 F11C 7 h'' d t' by Debra Ann Kla ir.Mq0C 1 1 I 1 I 1 1 1 1 , T V O 0 O O r 0 0 0 Lo � CD N_ N O CD N O O O O 1 1 1 z o 1^ N ,! ) UJ O O o O 1 1 1 �// / N co It i i I VJ Z ZZ ¢ W OAI }� W Zco o V cl00 VUU5 �Z5; Lr O or< Q z CLira H Luwa ,-I _1-- � Li\J N 0 N Zoo W !1 2§2 O z aZ U)Z Q H� U J ® W z a Z Z W W T J � V / O LAST PLOT DATE @ z O s J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LOW, NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4CAST4004" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB SF12-08 SF1fr0B SF20 OB dF24-OB 8F28 OB 8F32-OB SF8.1B 81`12.1B 8F16-16 8F20.18 8F24-1B 81`28.113 81`32.16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 1 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 1 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'4' (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 1 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 1Y-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR 235 420 750 1037 1282 1515 21'-4" (256") PRESTRESSED NRNR NR NR NR NR NR 180 340 598 845 1114 1359 22'-0" (264") PRESTRESSED N RNR NR NR NR NR NR JNR 165 315 550 784 1047 1285 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR 129 250 450 654 884 1092 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CR�T'� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-06 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30.OB 8RF6-1B 8RF10.IB BRF14.18 8RF18-IB 8RF22-18 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (11.6") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C'�LCR`�`� SAFE LOAD PLF TYPE LENGTH SU8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'4' (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFGFRR nnnR I I -I INTFI S R,, 4^=-C4 ^""� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCE INF. 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SF8-1T 8F12.1T BF16.1T 8F201T 8F24-1T SF281T 8F32.1T 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 (151 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 1 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 L21 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681(7).86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 i 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AS11,404" SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22.1T 8RF26.1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 1 2758 3312 1 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 9972 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° 4 ,o >_ D O ° ° '_ > D D go o h o c b c o o c 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B 0 ° ' 4 p ° 4 > D 1 e 8" PRECAST LINTEL W/ (1) #5 HOR CONT p BAR & (2) COURSES OF 8" K.O. BLOCKS o c W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED N ALTERNATE POWERS STEEL LINTEL 1#5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR yQ C.M.U. U) (n X o D =cn0M'NO N wv~w�� a #5REBAR AT O 3: _ a ° BOTTOM MIN. (1) �<o°O-z REQ'D < J J J Z OW Q w 16 GAUGE u) � ° POWERS STEEL LO Z, BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J a L9 J z= z 2 O O6. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. -GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 49 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81716-1 B/1 T NOMINAL WIDTH) � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 01 L - - - - - - - - - - - - - - -- I 1ST FLOOR LINTEL PLAN (ELEVATION B 3/16" = 1'-0" Plan for com 1 M N c- CD Ln Ln Je .� LO 10 000 LO y z w 0 z < tno, N L N E 0 i 10 W L o incy) N N CO U P L = O O 2 o rn O - o a Q U 0 (1) < � 7W L 0 E W ❑ Q - I_ zF ZW =O� O Q U Q �W(n ❑00<Z�0z200I-< QCROOMO c1x WdW-0 J��_�O�LU c Z W WZLLI Y WOO <<O7)w❑ OJ�>W Q LL j=< O❑ ❑0QQQ L. O L. O O z cV O W I-- LO u_ d' Q W Q Lq F-tff1_M 00 >- Q Q Z V F- z W WO J O V V AIL 2� 03 I ' Virtual Review A V - Review complete sist, Inc. iance with the 2 and F a CA '2 ro � tion V Debra Annepogirk Kia V JUL O O O O O N O M O N O N O N N N N CD CD 000 O O <- r N O N O N O I 1 ' Z O N0 LO W O O o O o 0 1 i Lo > N F`-) -'t Lo CD i ' CT U) Z~ Z w Z W }O O Z Z z rn O 0 V / jZ� .Q O ow- Oro Q z 0_�a I- WW1 N ono ZOO W <F-=) . U-)0 zo�O 0 Q V gZLL LL z U)Z U) o�J O0- Z < z w W 0 LAST PLOT DATE • May 8, 2023 Z o s � STRUCTURAL DETAIL B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)45L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 W-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 64' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13-4" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 522 522 360 499 2 No, 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 203 203 155 215 2 No. N.R. (2) 7116 strand HE 24'-0" 22'-8" PRESTRESSED (2) No. 3 1 No. 5 164 64 124 179 1- (2) N R N.R: NOT RECOMMENDED AJ U:11!11`.- DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTIFY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWER LINTEL CAVITY 6 NOMINAL WIDTH j[8xl LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 X 16 COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAILW&'J' DETAIL'K' 2'-10" U-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No, 4 3206 3206 3063 3183 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand HE 1419 419 850 1347 2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No, 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 3 90 763 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 ,.', DETAIL "H" DETAIL "J" DETAIL TYPE DESIGNATION P- PLAIN LINTEL/ 'ter QUANTITY OF #5 BAR AT S-SOLID LINTEL I r LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF 45 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 fl1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 .�.♦ ,.aMr .��r DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ S - SOLD LINTEL -i QUANTITY OF #5 BAR Al r LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINALWIDTHJ I ` QUANTITY OF III BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-D" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5'4" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8' PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 207 605 938 2 No. 154" 14'-0" PRESTRFSSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No. (2) 7116 strand + 22'-8" PRESTRESSED 2 No. 3 () (2) No.S 399 399 217 412 r DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ `QUANTRYOF#58ARAT NOMINAL HEIGHTJ UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)05U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 86D5 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 614" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'4" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No. 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No, 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.S 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 740 740 393 772 pi. Ji DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ '-1 QUANTITY OF #5 BAR AT S-SOLD LINTEL I r LOWER LINTELCAVITY [8x1 I6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF#S BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-] 0" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'4" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'4" 4-0" PRECAST 2 D4.5 WIRE () 2 No. 3 () 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'1" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1563 1563 1113 1455 i DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x1 j 6 L/1 U]NOMINALWIDTH L QUANTITY OF #5 8AR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11"SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT - (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN "STIRRUPS AT 4'-0" cc OR WELDED) FOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" ao 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10'. V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 100D0 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 1 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 1 3869 5178 7 4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12-0" 10'-B" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14--0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7116strand + 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2 No. (2) 7116strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 i1 r t i:! • •iti� 'i'E•i� 'ii•7. TYPE DESIGNATION ,.r .. ,�, ,, ,.r P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT ,�` �•+„�`+,v` S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] ♦�' NOMINAL WIDTH LQUANTITY OF #5 BARAT NOMINALHEIGHT UPPER LINTELCAVITY DETAIL "O" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 N-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 1 10000 5613 10000 6-8" 4'4" W-O" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL" )N" TYPE DESIGNATION [8x16-P-IL/IL/] 101 UJ UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) REDOOR HEADER CESS TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTETEXBP WIRE/ BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 4. DETAIL 'DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24T' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5 (1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 7599 1 10000 10000 10000 4'-2" 2-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 1 2844 ;«r DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION $- I rLim [8x16-P-IL/IL/] � JJ L�sa� TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 IJj NOiMINALWIDTHI j `QUANTITYOF#58ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W ORKIBN,GL LATERAL TE RAL LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-01, 1Precast 363 1037 8'4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'4' Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-U" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-C" Prestressed N.R. 127 24'-C" Prestressed N.R. 100 N.R. = Not Recommended Plal for con M N N 00 LO .00 Q a w gi 1a mom." Lu 0' Z /Ln A' > CD N O W L i"o 4 O N Mill. CO co N V -0 f � C W u o p 0 o N < �N U Lu S1N W L 0 E 70 C ^ 0 ° W ❑ W CnLU 2 F- I-~ Of< z� OULUn��Up JO ¢U)Xj0 �W000C10lzzm �J UOWdOz<0LZO<LIZ0 U ¢ ¢U- 0LLI Wp¢ ZO Q Q¢X LL O LL. i O ZW O r =J 5 M O Q U) M � G vJ lL I z < W fNN- t�lj _M Z V W W J0 O n U ' oz Virtual Review A sist 1 Review cOMplet an hp rov liance with the 2 20 C 7 h'T E itl y Debra Anne Kl r P 2$0 I LO O N O N O N O N O N O N O 01 00 O O r O r' CDO N N O , i 1 Z 0 7 N In of q o 0 o O CD ; > N M 4 Ln O i 00 co }~ Z Z W ® }+ }a W Z Z T O V, V ❑ZZ WOo Uvcn O ❑Z j O I--. ❑ Z 0- x 0- (10 W-< 1� 2 Mgt N CD I.- �-� N N LL Ono W a � >-oU) � ■ Q Q � zxO O U QWLL z z a. �Z It U p _o W Z z W W n a, 0 CNI 0 > LAST PLOT DATE n Z --- STRUCTURAL DETAILS B 9§9aWUWff Mounting Brackets 1 D Gouge;' 4-1/2'x4-1.'2'x2-12' See Anchvi 50mlille Dolts - I t2'Dia, A325 17 llyla.) aacr-, r-ross support: �IAAY he rut to W) Right Bracket (16 Cliatscre-1 A,IC Urlit Sown Edge Front Cross Support (May be Cu t to W) Left Bracket DbClauge) 0 14 self-Drifirig st� rems Thfu Bn ar*ets A/C Uni ScIttim 514 ff�pkz,C 3 each side frit`use) N%%AI "Lum urntrilatum and raiin ndw %,Ah�h T4ACd sew E)-Afng seva"r "* realift"t bra liat nivaporl, 51orida Mpartment of Business & Professional Regulation P.Pial WWII Codes and Standards 12101=1 Product Approval Application Detall L: : :: ' !i : � �:��ir� 11! 7! 1 I!nn,q� - � 'I I I! I 11 V! I I !I I 1!�:! !! '� � 5 �!:: Ln,: � n�r I :� r�n I� - L� ­11�nilnn jn,!IIITI�'n �� In I Inj: n,!::j,,: -3 L :r � L� 11 1 n 1 1 1 1 irl In Code 1512W or Voll Dial P-29 pwrl9ft.2 All"r AWdirWAUM =10 ftwaltmAlkluft YAW" ft miridaml ftalaw M&III Arm maim AR -elm 2M sebabI pr.&Ad., Irld WhIle(GnI ei—s r h— P E L.A. 13-ved P E 12MR12M t2MWM il 2Q6=20 Appl-d 01114,9011: WiLetural C=Rolems ($77) ill -OW PZ-73776 swcaI --prod tds prodI raomeeama Rasullar JAM&T"ba"Y e-va.d. 1110hod SiasuAnaut Rq-t W"nsued 00I [Am CAU41Y Ansiduranse &Dtvod for Vol ApPyaWRIF lmmot posim ISA-4 B.313ai1111dwstle-han1 al Mmu= JRQ:kw el0Wdul 1 i#50 0I tu nn AmI 2 Z i DI nkbda, Fkedad V-sanni-veed 12131no3 Y- WA asq nvont MO01 I ha"ed F)ud vld IWi1I Yes WA '10IIU, 3-Mvend W0.1 *15§Lk=s asr#aiedflwq Via I Z1,31MM Tura rri WA rra mortar lez,,idt; C� " om Flow vd,­1 12C100,23 Y. NA NAP. 's,re, dta'ent Iblyda VI 640� W WoodVW] Imininfifted 12GIV2023 'Yet Yes Yea .10vr-Lnin BrMIMNLinelftl #1 5QW, 4 14 E&Lp�q: Gawak.in, Door Fe'udvnert 121316023 Yet Y� •NA 1441A RlI 2M Droxel Metals. III Cla#gwy. RopfldD subcad#00rd A"to Rarems Obinvidme alsillund, E"a" Region TI a R.&JA Reirsi-dArirl- an. Lk—ed FWda p,all-al-M Ehis— FWUZMMZALal prorbot melid.,mudow or= rnaw Metal Rkrarruir Spa Florida Depararbent of Business & Professional Regulation Building Codes and Standards Product Approval ApplIcation DetaIll Rom W QMW jaton sinuffalte Z&Ghunly R. Plops t.oull4 Sutttdqn P. E mZ 30z1511 m4l 50,011 ILI iin.- salvaen," PW I eI 1114irml D94 Awl [1 291 Y1211021 2&mftg FuUmmm -plaam-A 03M 0`2075. 06JOWD20 GROWOM f an &12M ApPI 2&fthwawu "M"OVI eviI d for vu-4 harracr postal PrIaoslet Ird""plion C,4*ad ft"I'mr M AM29 PonYVA11114M 'Istar my&,� DIAC 1MRS. DI IS68€Uh= ITSa DlX_ 20081M12025 Yea, ft. NtA -9-1so [JAC 5V NMI& Deparlsinerst of Business & ldrollriNorial RegAallm Pa t2w4 Bjl&V Codes and Standards Produl,Approval Appl kidik, ir Detail aft25 ----------- ads 29= 2AI D21 Anim 921131fald" mast Itstues A wom YAM9 Ift YA1191a $Atsag EMA2202121, ale Rd'Aa- ZYN. Thorribb-T. Cwfirds stlee jaimpesaft Lyftnrinn F. itradt- RE. R','m j, lulan, P. F 0UM021 A&la­4 catioew. Eiders., G_ 00% 84a.nN u PE-43405 6 13 ff., - an M 3":aftoerWruEdrrw Ail"noit= COMIMI liiaffirld: Eialasalkin Report tom a IIrs norkia, RepreddAe-chhu - LkaI Flift IWIMILEIM Refeirsional Elam- MRO" gal 11121 lerp'lism e2ul es"siftra in intlig 2WI, Rvarhallun ?-, P dn�_ I .!!tThoMa­TnU Flbde�MrnvO u&d Ivinq"In UK1111H20 No Yea Y.4 WA crad,p�eft. Frio. Fild"aaa,5ten 0- X cornigraram) 2 b- 7h.-I Plilve-ssenum bud Sin-tre-Sar Niamad ed,10*8 &ur-.iAInPd&Qut; op. We l2nif2ols N. Y_ Y_ <xkTII eft. f0b.0dra 5.19% 0- .111, X0 OXMOXO mndgursllmsr 3 E Therm,'ini Fiber-aessik am Sunduar-Star dalral %1I omque 1W12026 No Yes 4 d. -Innrtmda=Trs Fiber-CiLlarsk are 5 a- ThemeToe Fiber-Clas—nd fi f T'llnebrai-Tru Fiber-ulembonund 0.Tvlftba­TnU FlOW-09114C And GNI000-Surr a b- TrunI Filder-C4sql1rd doel Ism-11I e I. I'llinft-Irru Fkben-aa w aod 9 nedin"ar 10 j TheI Finber-061= � 4 it I lanerille-7na Nba-Cladvid end 67,0001­2iliff 12 1. Ti—Tru fib-0-II and strcoth-M., is lit TindirrI Fifladw,-Cilaidec an d nb­d%Rar -4 a. I be — li. 41, ­€ __ . A :,:.. om -&a, 0, 1110111101 riw-clngie fiffird SMC111th-slar Is pL 'Ift-7m Flid-Clabsic and SM­61,421, 17 G. -lbelinne-Trill Rber-Classr and Siloodli-Sbur Vista LO lewila No"�urrA PGT induvrien, cal.ow gsleiresr aqsm suvc.taiiery: 51611 F.III Dw Astaqbo*e Darepil— 10,01I CE u­ LAa. Cr LKII1.9 ELffW2&W9A,& &9A L Akent— Pre- q 8MI iw,qt Wilde blead, I Cx,nipVA0 I=d" ribauand Dotrdia Dddraalb din �Mwl BWW- XX . 0XX0 Nmamel&&=a O &qanJhnpat&d;.v; Oraqp. 12GIr2me len v Y4 W& I Carodalit arise Filbilrom airline Om ur"'Al I&NI "at:IblapadLieet opaque 12sinD29 P6 YdI Yes NIA. Cablixaft. Edge ft." Sk.#t 0" wkh sid,bblu(sl lrewkird;+011,"d.I XO, sx . ONO _110-I ildr,64 894311.0 iquate'"03,quie, opaque l2noIrD26 W Yes Yew Win conip"ut Edlo Fibeepause WiLOA 81641bur iwlssn.ewqeds; 'Qt. OXXO einfiguraildrer) riababa 684r A Glued 1213laM no Y" ran Win Carlin"le, Edge Plib.9ft- 9.0t Ow (Irwil'WOUISI X tarrilounnew Ne"nall SaXI Glued Tea Pep WA Cnirpatito F*6 Mergess slayu, Cox Vkh SWRI 90, oxarr ONO adefilinw,sm-) No"I 644UA c1luod 1z,111217wi3 W Yee c-padt. Edge Flb. on- 0-ble can. .0, . .VL.ALsd,A- M.MnipI XX.OXXO owurearlans) N"Fual 8&A39u Graven] I7P3'1?2= NO Gur i1ft W. 0-II Edle FIbisroass6indril, 0= (owngiOutsvI X torillgrilivell) Nerlimill W11I Glued i2G,[G0T0 NO 'Yes Yes WA carpoigte, Eft Fiber" Sir* a.. kh Sit wins XG. DK or ONO -fienliri-dr) Hannibal OMM70 "0blv1W1J4_*Qt ruzed 12:^7117I7R Pre Yea Y- WA C-poshe Eftor Flawrlarans DowAll Onnor wifin m wirbaral adiijurda 0sgqIftQO�-Mr.9; War Wo 0arraprailarill) Mannar 96039.8 UPLAXInpadiniquat Mararal 1=112=6 I Yee Y" 1444, WIDI Open Cho Fiturripa" sogk Ne"inal $114mul Glued Yes, NI 109le Over will Mond hmdod tn- SwRlurs) No! nX tun.draig.dirr-s? Houirrial U439 Z QIWI 12!310024 140 1, YPR WA Mold" ClI camponat Eta fli5ve*ld, Odtibil, uadr+ft UVINW1, Grazed morded cown skulit" OUO ewdlperadleaysp Narminell 0014 OPS400 1'22F31)2026 red vaii Y_ `11A C.".9. Edg. Fib�gm__%.Gra, tk-.th Melded op. sdideaursi XO. ON. - OXO -III mull -a- I NaNna196:W3928drI i lao OP*4uz 121310026 NO Y_ Yes NIA 0=00art Edo* =d ." " uI �*_ sw�euu (nwNn~#,nbi YX or =0 caliDunifims) Florida Daparknient of Business & Professional Regulation puel al Building Codes and Standards Product Approval Application Detail 20 QQS N !am Rft Quad! 14ma"ea Y" 1AMAllad M&=Zd Aumn A" itua ridurowiad hiftanw-Dalbe LACCO CsR mt�Uade Soso - VA4 IVTUMi:l1 1002fir= I I LI n App—d Forli 495.0100 gilamy Aluvrom Agpiromforktar A-9axes i% Vel kv.01 24aw M9!19_QMsI C.*.ulftnimlebond UtadiilA Ealisuir ftSkilig, &.,% our. W14120211 Y ee 4ni, March& 2023 Ij M is § ZT1 ■ As required by Florida Statute 553.642 and Florida Administrative Code 913-72, please provide the lrftmation and approval numbers on the building components listed blelo,,& they will be utilized on the construction pr ect for which you are applying for a 1-101 Category/Subicategory Manufacturer Product Description 4 A 121=91-11M, 'Test sisures I 1. EXTERIORDOORS --- - - - ----- Therm,, aTru i!Fiber-Classic F and Smooth -Star !NON -IMPACT) 10 Kfl, 1-4 A +67,0/-67.0 psf ber-Classic and Smocith-Star (IMPACT) +67.01-670 lid RIQQIl FIII :er-Classic and: Smooth: -Star (IMPACI) 12 +80.01-80 0 psf MI W;ndows and Doors A Series 420 7�40.0 /40.0 psf 'Series. 5570 :NOA 21-0205.03 +38.71-387 p sII 'Pella Corporation IN *011 W'ayr,e Dalton Series 80001EIl 018200#1,105(8X7) 0 +310/ -35O psf 'Wayre-Dalton !Series 8000/810018200 #1123 (16X7) +30.0/-33.5 psf �Series 8000/8100/82no #1124 (16X7) +34.4/-38.3 psf EM 0. METAL LOUVERED DRS :Curries Diiiiiislon of AADG. Inc 71, M10 NA (see inst sht) A. SINGLE HIUNG +6,00/_60.6 DSf Series 5-500 Pella Corporation ,Series 10120 +35.0/-35.0 Pella Corporation I=- IFE +60.01-60,0 psf 'B., HORIZONTAL SiUDER Ml W'ndows andDoors aar +5&0/-550 ps�srr ,Pella Corporation &-mr-mg +30.0/-30.0 psf Pella 'Corporation 2�Series 10 Sliding Window 'KAI W,ndows and Doors 185 7 +60.01-600 psf' IIIII ROM Series, 5520 Pella Corporation "73 - +50.0/-5 �Psf wfa� Pella Corporation 10 Series Flange Fixed MI Wnndows and Doors Series 5764 Series 5500 uRR 3. �PllpN AVu NEL WALL, emme �James Hardie Building Prod. N�rrfir lank Lap Siding and HardiePlank Lap Siding ilm-EM=2 t*jj =I Solid and -Vented Vinyl SofFit FL-115272,11 - FLI 5272.2 +75,0/-75.0 psf 12, 4 ;Alpha Aluminum, Inc. !Solid andVented Aluminum Soffit A + 14III.2/-54.2 pisf 7130/2023 4. ROOFING PRODUCTS A, ASpro HALTSIHINGLES 3 Tab, Dimensional UNDEIRLAYMENTS Tamko (for Shingle'Roo IF 151b Felt Undedayment 1PlygIassUSA,,Inc,(fbreRoo� ��POLYSTIICKTUtAAX C, ROOFING FASTENERS �D. ROOF VEPirl"nLATORS Thompson Arch M:etal CoI i�e Vents ...... ------------ -- �Florida Metal Products. Inc aa 'iLomai-co, Inc lb—A-4 Exathust Vent 19 +9 7.5/-97.5 psf E R OOFIN G 71 L E S &1011� uz �IFWWM 'Boral Tile iISaxony -900 FL7849,16 - FL7849.20 li METALROOF �Drexel Metals, Inc. DI 100NS, DMG '15OSS, DMIC 175ST DIVIC 1200S,DMC5V__ 'A. STORM PANELS liGlobel Protection Products Galvanized Steel Sto-an Panels �FL15076.1 - FL15076.2T U 'A All American Shutters & Glass Galvanized Steel Storm Panels COMPONENTS -A, WOOD CONNECTORS/ :USP Structural Conn. ANCHO Simpson Strong -Tie B. TRUSS PLATES ITW Building Components 'Alpine Truss Plates FL1999,1 - IIIwFL1999A MiTe� Industries, Inc.wFFL21971 - FL-2197.5 CE1NG INEERED LUMBER �Weyerhaeuser "Rim Board, LVL, PSL, LSL FL65271 - FL65275 I 7#M MA FS i WT3 Cast-i"."'.'rete, Corp, H! glai Strength Concrete Lintels, NOA 20-0630,15 Commercial Concrete Products, Inc, !l Hgh Strergth Concrete Lintels II The products listed below did not demonstrate product approval at plan reMevI 11 understand that at the time of inspection of these products, the following in rmation must be a\tailable to the inspector on the jobsite, 1) copy of the product approval, 2) A Di -Irlenl "A �11- FlII fesmb­1 Rpoulat Oil Product hpturlinval Arlislication DeI u: 14fu RRI 2Ea: Onon F�lnnr r I un &Ilft Enaur­f 3, Lriuq� Validated, Dy Vafidewrl Saamifteg 130 ARRLoyLILI AdMved I IC I,, i'l- I�:z nk j Kin,"! r 1;7L,',? i2ri2rl "?11-1, '�i CT1117��,Wl lb, I "I)11�11IAQ', ";,.r el 343 7 _Jng cwiplu C, r4tirrd Tn:p Fk, Iasla CorInnectFxvi,.C.In 7t�, 't WHIZ OLM'de HVI-M H "'SIsIr -�nnqnnvr tL V_ �Ij L:, Tn� I C 1- �,rn -!nt, �nnni '­r: lal I:�1)2 i,IL� L- I',n, Yo, t4LL all, Ir 'Amflei; U: 111III"01N, j era -r L,.L­'_I­_-r -i�-,Inn , Winn Ihn"'or',n21LIt"d, I'fli,inhIlIginhil rinil I 111n:.- "IL11 k 11,L 1: 1 nnNL1,H nLI,!:rnI:L,j!.1 pI I'! CAL::n L�I 11 1 �Ii I I Y_ A L '4 -th iLv X - S—If ins) b�i CILI I Tvnnnrr�i� ILL iLn, ar Y&IL "I 1's� In- f.g _X b- Y­ Fcpni F_ D-Ltl- 'ci ,inn _­.1 Sgkhue n nwnr­q��-�11., 'n Ix, Th-v:1 ii, rnniO, nn, Ynn,ry Ye. fnrl'k 120,L.- Y�, Y,,s r'Ld, t o EMI.D P - _,n. "o, I In j.,I N .1) finwEI LI:n:urnKLlh nI "L7111 11, In 18& II,:InI:I I I:w,7n111njLIr1n I �j I Inill ,In il 1: ;LI 1:!n ­ FiLo, S­ Y,­ Y_ F,,­ -, nJ.. 5tar 717.1 lie� Y-s rho I-V ILL, Ri 11TIF1,L I III FAL11 IW­i •11 -_n11 r4 -I-J! V­ nic I'lliA ,L nR'I 1In,i FI Jnl n1I1L ril I!I,i, I, IIr1 a111r r p nNn,,n I:11, u crn.,fi, I I rai• I I 'n hcjwI;,t,,r­ ag uu:L-T�lq , N,: K�A L,TQ e F e� IC;,,-­I�W's No IPA SrJunitn� t n DKI,' I I1nn­DXn.)1V "In, nj,-, 1, V '04 T, 1, 11 V L,, I ILI nInn Itoj I,jr TnL I IC-1 4 ri ld� r, C',,! 11,11 1,11IIIIIIIn'M j HFIN: If I tit M4 Munbu ., JA�rK, Pnoadla nepiarrim of euismePrctess,onsrt Rsigulation EIII914no Ccde5 I "d 3taYderds ido:till ctApprosi4ol, tut lLplicafifin Detail kw[2LeJ fi;ur U_55 AUgo funi U­ b "-.kF g C-rd, ul I Rtg:;mn( P-uss.ro 4 NW4 i,nd ''LInnu�Y I R�L�'IRC�D bcUN E n F U,n! I V Il 'n 024 pnL, I u X, 1114 I _fa' 4Ld Al-IIIIiIINKInn LirniDRi-I'll I nCr 1:I i0l: I`?:'L$,'�IIQd, I Inkn I t rl, hlori,ia cinir,"Rflalutois b,lIra e,iII& Pr-fessiI FLelp'Whe'li'l n 81ifld Cizndu,a ap I Pr,Auct Apmoval AppIk ation Detall ZGU " aff. klJ Lt ye"'It- Y', . i� e 2&MkL11 ILVC AXPEDYN AN12V211 _2tfta E SLI11.1, ."Jt"y I 1'rys'Ll, 11 F 1, 1,'IQQn 10 01R(20121 1:411 ni I in 1,110,; 61arm, e9ml 2919 U A14cpcia UE Uy Wwl Lnrc, 1;91 hVj­ ;AlL kuna.lpunr1( 1'L,25wiL1`. rdmr inh V",ma hr , taa..IlG I' I'I"I III ni in Iml InnuRI, "' Iniv:: "inh N,1,ZvInl 01".1ninq IQ 1,2(,2,' I YC=lit .1110 011I,la 0 a'Ix IlLe In I"N v IeC duj ".IiIIIII ry84%ro G".'Ini U -Xr futon vrrr,idk�tt F "lorkidi r lernartr'Lirr of gusrMSS 81 `n (nfeGr 1071a-eCIAL310t0h Pro,fuct A, wroval A pplicatfon Di' trnit V41ruI j"; lwimiLsWt Efink—a _,nI VAI A 2^ 0 Tnnu, 19 nll H, I I �MNJ :I >n; I 1Z 114 1 4r. LLK I, n[ is! nie, ILI /`N A 0,ti "'Virtual Revi'e­w Assists In" c A for compliance with the 2020 FBC 7th Edition. by Debra Anne Klahr PX2300 Bioldim, Co;in rr-4 Sta-4aurds Piroduct ApInTannA A p[ltication Detsdl Utl 2L`L1UA2 �11&14 Lumr.Wsm LkL imlIurLZ Glum a 10 PAW MI ISM —HV- Z crest sInerl lartiIiLl", ­­1-4 ZIun, M ;Rz CIO 0 W (D C7 0 (70 0 CU M > 2 C-) JQ U) (77 U.) > C) le awkalPRk Vd co Iwo LLI -HEET NO, P A 1.0 (3) CIO _(10 W > 0 L_ f__ upical 1 zrj"20 Updated I WVWzi Upchilerl 1-31T- Simpson Strong -Tie 2020 FBC Approved Products EM= Simpson Strong -Tie 2020 F13C Approved Products Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products "rMI t2ir-,01-213"t (3) 0- 0 Farahl,ecl InKs to all 88rapprovold, Hirsdoillow, 4.�, For (I II to air SST approvals Wed below, §U 9 11 Ur� For aI I, !I I<,, I't 04 Sat npipmvn Is iviv,��, Zlljn'!� For I Inks; lo all SIST approval, Ned below, F I- III. van I 11= 6111111111 11illikirg Le 70 CL Inar a4stherrin Inkinstiatior, regilning rl Approval SyMem told M 1;LJQK.h I's For Additional, Information Aresargirg Flanders Starievolide Prolitt Approval 5�_Inelni and Mant-losdo Comity Notice 0 Atmplslarrn� for additional 1 at-vil Ssilerr, arn Marni-II Counly irl�iace d Ai4goppaI I M11114)ARdOCCUrq� NOIAM 04 AoaptanClr, (Iril ritiamiltiori A isgrutdilig Honda's �%sstwwtta Ralact App �iu,IIIIII:rni: Ion I0,Ini!`n1,J roluji, InPhil(,M�4, III Merr I i-mMy rtepfr�,ir oTL AuwplaTir, rn,� A�I C_ EL#230-87 FLA114201I HUS aVallail ir', Th�iaf)gI'Il)ffnn`L - It Fare-rrrjUrt cf) 91f�' pi'dreghtcrang:ngfriorn 44j��Ie'tnli` Corc abd harge (3) -0 C) Prip _Se_tL 1_1 Product Wi Number gr Niii verson evambla for ".delsrrz-�iriq wtd� elnualtto or (D ft" eraditict Model, Mum tier or Name Product Description Ag9l Pil Model, NuIphgr or Name dMZ DMiliation Product Q=LWIgB 0 1, Titen Stainless Steel Concrete & Masonry Screw lTPI 1/4" diameter 7itla; abiniftless Steel masunry screw I A21, A23, A331 A,$4. A35� A" AniiloI& 1 BT, BT B� at H l3nicklift g­let non 3 RilE, 1- 2 AFIA21 , ARA4, APA6. APV A21, A PI APVA6 Outdoor Actents Angles CMSTI 2, CW-7 14, CMSTC1 A' Called Sseas 11 IU1%5rrs'Ajs rangel, r�,Aiirt)lri iang,nq"tc,,-r 1-711n` I C: 0 Z APBM , APSA411, APVM, AP65M, APEW, APB88R, APBI01 0, AF,31 01 DR, APV644, Outdoor Accents Post Bases 3 (:�Sl 4, CSI . CSI 8r CS20, CS22 Goiled Straps mod ran -In, q_!:4'tn '6" FL#9689416 APVWR, AFAVII AITUBOUR. APILIKS, APVEISSR, AFF,-31010, API 'DIal OR, 4 CSIH PIS, CSVIP20 Coiled Shal - - n 0 LL_ 1-0t Li', 3 6-_-SIDS. 1 2--SIDS I'll ll 1-02C Lj2i3 W210 4 APDJri APDJT2R-, AFTW2-6, APDJ`ll APVDJT:,-4, APVD.T-,P-4, APVDI Outdoor Accents Dock Joist Ties 6 CTS218 Corn preasturrurreasion Strap, > Product Model, Number or Name Pmdm Description APVDJT­2R43 6 DSP, Ssp� TSP Stud lo Plate the lip Lkh";I67 UIC2102 (3) C) I 15D1W12DBB Outdoor Accents Cospireolitor Sidirew 5 APHH46, ARHH48R, APHH61 0, APHH61[0R Outdoork'Acents Heavy Hanger 7 HI, HIDA, II H3, HIS, F-I H16, 11116S, Fr-0-2, 1I Hutricarna Two j ILL"; bafsAI:s, IkAil�reia to 4 F�Xnb­monn', hanitsr,�-� n"rullable, In -win4b rp'llping 40- 1 la"i lY U) (D 2 SD91 12i S09212, SDIG-112, SOIC212 Sirong-Drive, SD Connector Screw 6 APL4, APLO, AP74, API APVL4, APVL6, APVT4, APV7S Outdoor Accents L and T Rearn-to-Colu mr, Tier a HGT�2, H(37-n HGT-4 Heavy Girder Tiedown 17 %iK r a nd he g FrI - -- o,:, q fmm N, '-- s 0- 1 �iWl 6" U`) 3 SM 12SS, SII Striong-DrIlve SO Connector SS Screw 7 APLH24, APLH24R. All"ll API-1-126R, -APLH21 0, APLHI Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 4i, Q In, W�� 2-11- L) flit 3 -S, _X ".J, C �d ?AG Lk�. 2 - t5 U 11 14 G 0 5 D 5 hargert-� '434, SDCF2251Z Will -22700, SDCF22858, SDCF221014, -Drive SDCP Timber-C F Screw 10 SDS1 5, -2-SOR3 HS82-3-ODS31 HS84.SDS3 SoribS hArn�g�� 4 SDCF22 - 14, SDCJ Stirring 8 BVLZ III Veneer Ledger Connector HSS2 - ' HS32 2 Heavy Rud Shoe F ac e - rilrik! o T riA rn a viA t�v N, o !, w� ra - r,; r, g lim m SOCIF221134, SDCF2213S4, SDCF271M, SDCF27n% CST2Z, CST4Z Concealed Beam Tres 11 HST2 HST3 HI HIST6 Straight Straps and ii lron,6 1 &?t c" it, 'i �� I;Z'. 5 SDCI"22434� SDCPI SDGPZ2614, SDCP22700� S0CPI SWP2?912, ollirong-Drive SI Timber-Clo ScAaw 10 CJT3z, f--=TAZ Clill-54 CJr6z Concealed Joist Ties 12 HTS`113� FITS'A), HTS24. HTS28, H 1630, HTS30r� Heavy " vast Strap Vii lAl1iEi28 Ilinglass SDQP2'.MID%WCFI SDCP271400 III DJT14 Deck jocit Tie 13 HTS016KTZ HTSQ20KTZ Heavy Twan Slpap 2l) OLA-Sit. @,rolwnle �-, vs1his Fzrnqiin� lIoni I - 6 SDHR27400- SOMR27614, SDHR31400, SUHR31614 Strong -Drive SDH I Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor !X 1 E� t o 3 - 9,'1 6' a �F� Irs; , a ,:-: � qui it ,-, 1_ V! 0­ to- -� -, � 3 14, 7 SDS25112, SD625134, SOS26200, Sl S082530D, Sll SOS2541 2 Stong-Drive 6138 Heavy -Duty Connector Screw 13 FG4. FC5 Framing Clips LSTAS, I-SrAl2 LSTAI 6, LSTAI 8, LSTA_-I Il LSTASQ, L-STA36 Straight Straps Conceabd fialI se�,io,r �Sl jRG, _n�_ 1 C-1 low at: double SE)S25600. SDI SDS258M 14 FWANZ Foundation Wall Angleva 16 il L$.T73 Straightstraps 2.1 arit 4X ntiocem� rs� � In, acute fIa,-I;e T-S,,criceall 8 SDrS25Iil2S;S, 60452520088, SOSZ2ri2SS, SOS26SgInSSr SOS253129S Strong-Orve SDS Fleavy-Duty Connector SS Screw 16 GAI GAS Gusset Angles n il 10 E340 Siridginng �t�rias honver�v flu�,r-ipsuinll livonir�T�.� ov�uilubl� It ran(IT9 f"w, 1-P'11 0- to 9 SK)WF2710, SDVVF2720, SOWli SDWII SDWF-,730 Slarong-Dirrva SDIlI Floor-tc,-Flordr Screw 16 H2A, H2.U, HS. HIOA�Z, HI OS, H14, HGAI0 HurricaneTies IS i L7SI6, ILTS18, III L g hl: TNqst Strap OV ri"n trin'to I sit g ing fntpl 2 - 5AF, in -1/4 17 HCJTZ Heavy Canoes led Joist Tie 1P MGT fAedlu m Girder Tiedicnvin 18 HH4; HH16 Header Hangers 20 lil MW-37, MST48; MST60, MST721 'Staight Straps FLM DW-98 19 111 Knee-Shisce Stabilizer 21 MST A9, M STA 12 MST A 16 MSTAI 8, MST42-1 5 M ST A24, NIST A 30, MSTA3el Nk-A49 Straight StoAp5 FI_#10667-RG Z� 1.30,1_50.1-70,L90, Anglari 22 MSTCV.S, tOSTC40, unc I"s:, 118 S irlattion t StraI Product Model, Number or Name Prodipla Description 21 LCE4 PI Cap 21 MSTC4893, fASTC66133 Pre-eerst Straps ligAl PLoiiiilctililidgel. NuM ninit"I'L" I ATRN8, AT R I fZ )lTRW. ATI Threaded Rods 22 LS30.L_--.0,LS70,LS9D SKewable, Angles 24 MST126. MSTI36, livil M671 W, MST172 Sualightstrall 11 13-A hangema-aialule in viod--anrarignp 1rumn. 7- 2 ATUD5. ATUOO-2,ATUDQ, ATUDI ATUDI ATUD14, ATUOM-_2 Aluminum Take -Up DI 23 I= Adjustable Stair Stril Connector 25 MIrS12, MTS18. MTS18, MTS-2401, MTS24C, MT=830� NATS30C UlediurnTw-stStrain 3 EPW8-Z BPI/2. Bil BP5113-2, BFVe,3, BPaf4, LPdf4-3, WRTU03-4 saaring Plal 24 LS-SJ26LZ. LSSJ26RZ, LSSJ2812. LSSJ2SRZ-, L65,12101I LSSJ-21 ORZ Fitold Adjustable Jack Hanger 25 HCA.200-12,14CA2ii 12-12, NCA2x8-16, NCAWO-16, NCA2v:12-15 BrK[ging 2 Lr�,BF eanesu ininga* tilpt gers availialsie in wtlfrss rariginw, ho- to 7- 4 CP,JVnf8 ONWI(2. CNIM19-46, 17>11I CxMISIS.I.Q., CNMi4-5r8 Couper Nuts 25 LSSRI.81� LSSIR21� LSSR2.37, LOSIl LsSR210-2, ILSSR410 FvAd Adj ustalakt SlopealrieIrSkevia ble Ha ng e r 27 P Caiin 12, 'n 14 W4. Bracing !J8' and Ireights rargisr., frurn P-1. 14" to 24", 5 CTUD55, CTUDI CTUD55, CTLAI ISTUD715, CTLI CTUDS7, CTUD&I3, CTUDS-Ir Coupling Take -Up Device 20 LTP4, LTP5 Tie Plate$ 2o, Fil RP522, I Repair Plate 5,ftiv ric lan, il _Aer� T-W-1-1,13e; langer-s avakal:rIt. t" irri�th­ ir� Alging fro� 1 1" to S CTUD98, CTUDI Angles 29 11 Stlud to Plate Connector F�n . aid height, 7-nWtns 24". 27 11 lill_24Z, ML213-7 Mil MI-2107 6 1,13� Nl NS. NO Heavy Hex NuM 25 MII Root Tie-Davw 30 SPI, SP2, SP4. UP-3, SPO Stud Plate Toe 4 CG�HF r,_rict- narqe�, 7 RTUD3, RTUOSS. RTLID4, RTUD4E. RTIJO5, RTUD5. RTUDI RTUOU Ratiche" Take-U P Device 29 Millil Hinged Roof Connector 3i 9PL44, SPHII SPM Heavy Said Waile Tie EVT And neig rits lionT 9. 1 24" 8 TUO9,TLIDI0 Take*Vp Device W MMLU20, MMI.I.126,-2, MMLIJI lislisLUZIL2, MIALU1211UrIMM1.1.1121 1, hillvILU011 Fard-Mounit Hangers 32 5"i'll, 51 S32,5�. SSBL, Stil Stud Shoe L4�, in, d Asl V!, ,;4 tro ipst, flolipp, harisi viallodJil in, wiptrr, rariginq fro"t 5-1W10 4�- � I 9 TUVI Take-UpWasher 31 R9cRBCP Roof BIGUndary Clips Y3 STq, SI-112, %TIfi. ST22, ST292 ST21122, ST`41�;5 ST2215,S-ro-2iS, S"lI aT45236 Straight StAaII 7.,! ID (JRS5 girg" U plft Rod Ruin Tradown System 32 11 Roof Tre-Doiiwr CA T820, TI T�C TM, TS42, TBAS TBFA, T866. TBW Tension Bridgmlif I,wlqe�si �anqe irwigem �v.zrriblIe to I- 11 UIRS4 V2'Uplft Rod Pun Tieclovin System 33 RTC22Z, RTC4Z Ill RII Rigid Tie Connectors W TWBIO, TWII TWB14 Wall Bracing I !C _ancl heicirds rairSp:ng floor I 1-4flA, to'32" 12 URS-5 SA` U pIft Rod Run T*dmvn System U STC Sr_­T, OTC, HTC-4 TrussClAps. ?A VI VGTR,YGTL VarrabillePrtchUrdef7pedarian �Ai' blv in ,,Idl ianSn�t firom 2,-'T w­0 6-7,Ak" _n is URW W" Rod Ran TiedI System 35 TJC57,TJC67 Truss Jack Clips 37 VilI 00, WIRI 06C, WBI'_>8, WBJ 26C )ASI 43C 'Sia I ad r I g 1111111r,l�jh h�,All p I'ln?r in 2?" -14 TFvP flanje iargan-�, 3"iaflaidie snAvdth5 rangiiiji, tTwTi3-1;X' to 7- Z2, Z4, Z44 Panel SufairiarClip- t; III 3'1d haiqlIll WQ:ng front I I � b EM0441-RIS FlIAM2L31-R2 S I !D rar2er-_ nr �Ianxte hangel, avadaIiIe ri ,vetills: *n9ing from I -Q;IlY to 7- 1!:?T, iind ry rits r [IMM47-Rb a�.,ing froint 6"Ic - n §W PM"at Model, NuMber oT Nall ft2gjil Dithil It) W-4.5 1111 Iniliftilis rorlping hiam 63 Ihn, to 6 7M, ti2n &W Erolim Ngglall IN ill ber or Nam ProAtil Dff�afdll A, 1 DI Hold-down §g&A Product Model, Number w Nardo Product Description 1 CRH2 37xS 5, 0SH2.37x7.W1,, CSH2.37x9_75 Cianceirlilad frangers I lr,-�nrios Trargil fierri I Cr 112" ir, 28', 2 HDO1014, HDC`I= Hold-down I AHEP Adjustairlis HPI Ccr:rnactor I DHU, W. UTF series hangers Frace-mount kDU, OHIJ) and top-11sal (DLHUTF) hangets I, HrGLI seras ham ert: up f$arije liamiers �-Iaib�lv in nntion.- mi-I 'Tom to P­ 3 HDQI HHDQ11, HHDQr14 Hold-down 2 DS= M33, DSC2L-SC='-3, CAS-10SR-SiDI DSC!Iit__SDS�tl DI Strut Can neclo, m arvaiLabLe in from 1-9h S"to, 3-2116'and hii --,,d he;g1hts tanging from 7-1 f-'tn 2_7' 4 HOUZ HDU4, HDII HDU8. HOU 11 HDIX 4 Hold -do" 3 GBG Gable Etrace Connecla, ranging from 9-1/3" to 23.15118" 2 kGL,-V f;�L,�,es, hargCT -np flanly, nargel Z an adtat, lip, In vvidtism ng ii IS to 7 5 HPA28, HPA-V? blap-stylis purlin anchor 4 HCF-1141, HCF12, HC;P4 Hip Come; Plate 3 HGU3.63-SUS. HOU5,25�SDS HQlJ5X2-SD_-. HGUTC00-SCIS. HII Face-mWrit, hangers nrrd lrhr@hN iwrq� �g hoin 14`!bS2` 6 LSTHl LSTHDI Statipstyle hold-down �5 HInRC2 2, I-011RC'42, HHRC42:2, HHRCAr1 51, HItIRC44, in -Ill 25�,!,25, 1-4HRU15 374'312, Heavy Hip to RicI firrrniss� haingess in, v"r- � #a 09 Ing tro- 2 -5,11 ;5" to 3- 7 MASA,MASAP Foundation anchor strap HHRC&B 4 HGI series hangers Face -mount hangers aliailable in widthils ranging from Aria, ;indl hesgirt. mrg�_�q IS' 2 6 8 MPAI32, MPA144 Strap-g-tyle purlin anchor A5 FAR01 61�'HRC22 Hip Ridge Connector 318" andhingrift targing trom _IcirWto 12�7*_'% 11M'to 9 Pirila, PA23, PA28, II PA51, PA68 �,'-b�­, 6' a rid he 1111:5 ra ng ir 9 frorn n 2--r8" to I I Strap-s" purlin anchor 7 LRU26, LRU2&, LRU210, LRU212 Rafter Hanger HHGU5 25-SDS, HHGU5 50-SDS HHGU5 62--DS, HHGU7 ts)-SOG, HHGUT25­SOS, Filace-mount hangars 13 PAIIII PA1123. PAII PA135 Strap-shre pru rlin anchor 8 L.SJ28, LSSU213, I.S31.12110 I.Nint Slop-IrrablefSkewable U Hanger HHGIJ0.WSQS l.;i I-IJTI� ALCTF -�crnins.'JI "'p, lr�l Ilr han gel -', XiOd,ifl: � l'! qrrvednTs� ra rilil ill I I'l 40, Ir 1 -9,"! 117 1 do i- I 1i STHID10, STHDIORJ Strapi-style hold-down III Tkkbill, TBEAI Triimi; beanng, Enhancer 6 HHUS26-2� 1-41-n-il HK]l HHii_184f-_'� HHlJ,1,-,w*: HHUS410, HHUSS-510110, Face-irrinrunt hirrillen; �121` nr,dl hicinit 3.7101c, ko 15'' 12 STH014, ETH014RJ Strep-style hold-dowr-. 1D Til TC26. TC28 Truss Cop HHUS725MO ,emnn JHi IC 7F) araflabla ins all rrI having �evvjbr squalr to or 11 THAN, TPA-M, THA218, THA21 S-Z Til THA4113, THA41 8, 1 RAC418, THA4211 Adjustable Truss Hanger 7 I-SUR, HSIUL, HSURC, HSLILC slares hangers face-mourst hangers available in widths ranging I-orr. 3- gTestiI 2 Wldr THAG4Z! T. HA426 THA422=2, THA42&2 118" to 15-Iff"and heights ranging from 4�31I 1&aW, .16, HWP_ sw� narq­ �3p fsnoa hangers avn,labl. M -drrn1I c fr­� 6" to 1 12 THAn muzi, THA120,1f_-, TM2. 1)I TRAII THA022, THPil THAt422 Ad�vvtabte Truss Hanger S4ocd for Worst; Corcealed flange version (HSURC, HSIJI-C)avaiiable bi,afi -�fn' andb*lgll ringirg fronr! 5�WD' to 2F" 13 THAL422, THAR4221 Skswoed Truss Hanger d1spuble 2X and 4,K rrr6*nls� ont, actI fla rille a concialialpid: 7 1 ilvrillpi-i se, r re"nar liers Trsplig"qo hin"'Jers A, ruoo[ic! hrI swrolng frorrL �s­'�'��5' itI7 14 THJAI LTHJA26, LTHW!i,-k Multiple Truss Hangers 8 HTUI HTU28, HTU210, fril ttl hIll Face mount Naingrana 1!2 � und haigl)tl s�rIQ�ng ftainin 5-M­ to 37' 15 TH4,12-4-SIX133- THJW I_MS3, T­IJLj2S. THJU26-W hilutil Truss Hangers il HU, HUC set" hangers Face -mount hangers availl in widths ranging from 1-911 C' in -.8 r-S'efiecnarigers "in - � na, angehargers -vailablp in-dth' ranginri'mm 1/2" andheights ranging frown 2-7,16'Ito 1191 Conceale-. fir-g- iii'dileights ns-'gh,1340M 9--- 18 TSBR2-24 Truss Spaidef-Restraint W1 to I a, 17 VPA2, VPA25, VPI VPk-15. VPA4 Vanable Pitch Connectors version HILIC) avalifilible for all models barvingwidth cquAl tc o­ ",cip I'll hangern aviailablL �v Writts c; I-glfe'and hennIti; 13 `VTCR ValWY-Fruss Clip greater #vqn 2-WI 6" u-&.9 from 5..'%v" is) 7. IlIll" 10 HIJC01_81J�9 SIDS HILIC01,81sill -SDS. HILICO210=2-SI H1_lC,02nI0-3-SDS.­iCQ3I0m Fare. mount hung ass 20 JR'A� sc6es hang-rsii Tr I. [F�znge hatu, - r. ge I s ro h I I i ri os,. cth Df I- l) 16" aur h in q Il N W SOS, I-11,100410-90S, HLIC041-2-SOS; HU0095.22-W-SOS, HLICLO&, 25/il-SDS C0610- fir-orn 0-511 S' tn� 1 S-1.r&' '3LK HlJGQf5I'_;-d;US Simpson Sirong-Tie 2020 FBC Approved Products Updatildt l2r,0020 Simpson, Strong -Tie 2020 FBC Approved Products LhIcivind, 1-7y"lul Simpson Str�ong-Tie 2020 FBC Approved Products Updated I ,35�2 �2- Simpson Stroing-Tie 2020 FBC Approved Products C= For diraot inks to 01 Sil approvals 11stild pol CLICK I drool Inks. tooll,'Weipprovasil belcro, CLICK HER For dreat boor to el S6T anonovills Nal brilo H -l� For additional intonation regardinij; FkAi StalAWMAll Product Approval Sy�` usm an d Marri-Mds C"nty Notice of Acceptance (ROA-1. QiIIII For additional inforestanon regarding FWWv Statemde Prodlid Approval S,�!I and Marni-Cradir C-biontyr Notice dAccArtibince (1,10A). ru�, For addhonal wiloorris -System arrid liusern-Dacte Courily Nowe of Accepairrim 11,10A), W� r4orma.toI _i, 3,,,e w -i- _*w4e i�mjic! Apr%L-;;,al --_Qun!� ll uiA�I­e­.-rce rNICAn 21 1.3 series hangers Top flarge hangers available in vvidars I. 11-9110'and heights FLE 144iff-filb IS SPLBVI�515, StLill S11I S&SV2�15B. SILBY5A-_,� Top Fla ngu Jomt Ha ingers Anoiro-_ ucI rangirg I hiWill'to 115-1 Z" S1.81VI13 Sal Bvis2 81111 IT"I SA.11 12, SASW 25� Sit nv,'4 75� SAA.lhirlh tO Sidong-fkilt 2Y&,,,qst Anchor tor nc,,Tictirps, Arwlahle jr. zorcri)IN 22 LW series 1halI Top flange hangars aviluladoll ekdars of 19116' and heights I Prodlig h1kciAlI N y M pit 2r Name 19 StTT20, VDT-1 2�7 VHT 1-14, K TI-4, IiI T5 str­: - nd Ty F% '110 4 A � 1 .1 � 5 srm i r. ie rn, str-a i ranging frorn 9-3il 6"to 13-118" 1 HHUS-110-3, HHUI Joist Hanger 21- SMST60, StIll 72 Straps 118 mill '10 go) 7 7- H Y!G, T li- S55 7 i-i I-'- H, F S S, T 115 - C, 3 TA ILI C 95 �ilvorr. HDIH.'eov, Fju-,i S�­ev, At,cti�- fi�, �_oncl�ta 7aEo. Any 23 LEGS. LEGS. LE,37 series hangers Top flange hangars available in virdthic nangring from 3-11'r to 6- 2 HRS(3� HRSS. HRS12 Strapsta; 21 SP4, SPO SW d Plerta Tie. n74:aila-I hrk le�d In --arbor, Atn�4 �,rld Ty�Ios 3i_14 a�J 3,16 7JB'and heights ranging from 91' to 3a"if2l� 3 HILIQQ210�2-SOS, HLJM_210-3�SDS, 1-11JOW10-SOS; Joist Hanger 22 `g�i OSPL TSP Sig I Plate Ties stis,tI shni or)v,1!rr,1sojnIa'-,LIIrn hear� in portion StOel and 24 NEW. Ml series hangers Topflarige hvingistra available In wastins; ranging from 5-11T'Icr 6- 4 TH-�e2.THGBZ,TIIGUH2,T�108il-13, TI-ING,13114 Joist Hanger 213t STC, CIT., TrussClip 2,h T80242. W&I and heights ranging from 9" to 32-112' 5 THGQ2,SDl THGW-SDS4�5, THgn`,)H2-SDS3, THGOI-IS-RON 5, THgoli-ni-S�')S8 "Irthia Hanger -I russ; Bruce Diagarra I �i 7 t6n nlj� Rosl I!�,%lw 7r, �rm J-]C 7hreroeb E!�cd Cowp'c, Iras c�-ncreuI 25 NIT saiders hangers Top,144-idge hairgussavailable in%rdthis ranging from 1-91WItia 6- 6 THOW:3­$, T HGM-4, THQI THGW4-4 Joist Hanger 25 TJI��37 Truss Jack Ounnectur ,C'nrad _ia ,a �rs�_! ff r H-DB251��R-H, rHlnB�471,��ll 7rLeri HID I hr­e�iiI �Zcd Cso-clate 103'and heights ranging from 9.1 Wto 2,41" 26 PF� M, PrOS, PFCASB series hangers Top flange hangars airaisdate in wildlas of 1-0116'and I'll N&pkie k1li prvA) 'n';r ranging from S,11`8'tio 7416" FL-41 14ME9 (D 27 fiR RkVe %after connector 28 WP Willas hangers Top f1dinge haergerm aviailladie in widthis, ranging from 4YI6" IiI iilul Bmilusli Nam, NUMULOC Winer Ptedul DrisctitrAilon Prod u yt.9wilil M ku.2LUM FL#IJ230mRS 1/6" and heights ranging 9-1/4'to 32"� 1 CETAL20 Doubt-- Embedded Truss Anchor I CCQW.62-SDSHOG, CCQMd_62-SDS-HDG, CCM15.50-SOSHOG, CCTQM3_62-S0SG, Mirsonry Piet Cap$ i 2 FGTR FGTII FGTRHR Girder Retiolift Anchor CCTOM4,82-SDSG- GCTQM&5Q,SDGG, OCCOM62SOSI COCOM4.62-Sil 15- # Product M�odcl_ Num r or N­ e-gile, Rmh 3 Hill, _1­115S� Hli!l-2� H16_2S Hurricane Tie COCOM11550-SI)SO �-91 ,irr_)(P _Jig1p_Sito,nfhlL, Incrinir A,dhesrn lo� rinirCrIk" r.� "n, FL#1 MOM 4 HETA12, HETA18, HETA2.3. HEY Al Hi Embedded Truss Anchor 2 K�C1,A.J.tvC!%.62G4(T, EX'LOM4 61-G Kr, F-CCILQUISSOG-0, FCCI_LQMWrG2G-Il mastrivy int'at Cop% - r 14 Hil P f --ill Pil,trivri AdAlAA&t Ab"LRQMD3.62G-KT, ECCLRQMD4,62G- sl­� XP Si- clL1 -e Tr ECCU FT _ShrqrNqh , 5 HETAII-12, "ETAL-18, HETIAII Embedded Truss Anchor §M1. Fmducit Model, Number or Nam PmducA Dimription 6 HGAM10, HMO Masonry relI cionnectom KI ECCLRQMD6_50G-KT Str3r�­Selt 2 Weiige An&orturnasonrrf I ABA44. ABA44R, ArRA48, ABA46R ABA66 ABA68R AtIjusibble Park Base 7 HHETA16, HHETA207 HHETA24, HHETA40 Heavy Embedded TrussAbutior 3 HGGUVII HGUM5 60� HGUM7.00, HGU PAT 25. HGUMS 00 Heavy Masonry Hangers FF T ken 2 Scr� An��trar far C�nurew (D 7r -it '6 3 �n, I too H[.� HP_avYr-l[`l,.,-,r Srrrr�,, Ancr-I st Ir to 1; ort, tn H[�l (�HC;+ 2 ABIJ44� ABIJI A61.1413, ABU46R,ABI ABII ABUI ABLI615, ABUWR, ASUSS, Adjustable Post Base 8 L3T2, _GT3-Sl)S2 13, LGTAI-RDS3 Girder Teditarylir 4 LGLiM2&2, LGU&12&3. I-GUM284, LGUM28-2, LOUMI LGLIN128-4, 11011-1101211[inl, Basil Hangers 7mD �IJA, In n' MU88R, ABIJI10101 ABUICIOR: ASU12IZ,AnU12I2R 9 LTA2 LaterailTiruss AII LC1iJIvi21g_3�'_G3JIu22104, XUAiI _GUM413 UIMI 0 n[ 3 1 '_: st'a inles" �, lvrri loll i I Arg rri;�,rd, And 311 Slipi irlikpcF� �,ry r1i i,ItnI 3 ABW44Z, ABIAI ABW46Z. ASW461I AII ARW61I A&V74 Adjuslablis Post Base 10 META12, WTA16, META18, META20, MFTA24, META40 Embedded Truss Anchor 5 WHA3.12ig 25, MSHA3 1 DII 25, WHA351517 25, MBHA3 51 MISHAg,56111-25, Milawinly Top Flange Beam Harrov)rs MlalesSwrlli hititO 4 Ali A04R, AC94, AlI AWI ACI Post Cap 11 NSTAMI MSTAIII (ASTOM40, MSTC3iii Strap, Tie to, Masonry IYSHA&W 1 99, MSHA3.56I MBHA3_5V1S, l.;iISHA3.58i18 M8HA5,5W 25, 7 i (7 1,171 6 EcAll, OcAs, aI Bos, scsR, sil a=-2/4, a=_w Post Cap 12 W51iiii TAT51,420, WSIM10, HTSM20 Twist Strap 'or Masonry 6 CB44,, C64$, OW 0868, CM Embedded Column Bases 7 Cuso"-SDS-�, CBSclis-sDI cSq,.)aG.-S0sg' CSSQ80-SCS2, res";WSOS2 Embedded Colistrills, Base P, rAbljllW1,1,5r0iII USItil -25, MBHL13�5&1 I �ft M6HIJ&5&1I4. ME HUS.15CV16, Mascrisy Broussirs Hangars 8 cc. Sco. ECCU States Gotod column caps Y*h WI (ariging from 344'lo O-W and MHU1,56flill, MBHUIS.SM.25, W2.nanglil froi 3-W'to 1 .112" NJASHIJS.50flfi� MBHU5.50118 se -di g Froa got Model � Nurin 6, ;r or Nilrine PLoduct DesoULtIgn 9 CCC�nSDI F_CCQ-SDS2. 5 Series Scinieved column raps withillit-I rangk-,g from 3-1/4to 9-1/7and Product Ngdel. Number or Name Produ,-t 221,grip-ti oa 1 X24P1016-5K, X­.016, XI I-' ( IaK, /�QISI016.)Q! 611,, 6-4K 410-1 �; St-ong-�riyra X kl&tal S0'-D., Frig an S oe r W2 --rartgrina from anstI to 7.112" 1 CTT1z Deck Tension Tie I r) OPI rPTVN7, ^,PTM?r Corrocalati Post Tier Rose 2 PD12, HD19 Goilted HdIdowns FL&WkRJ I'll DI 1'2� SJ�rI1iJlp_,._rI�­"j I illingtO lead T rrinnning 11 tPS44A6 EPS44, Lill EPS56 Ertsonsiddled Pod Base 3 HD38; HDI HWB� HDRE Sooilid! Holdowns S�renvsrwth r05 innfill Piortand Large Head 12 EPSIZ Embedded Post Base 4 11 W-TTS, HTT5_V4 Tension -ies 0 Y agdmict MocK Num P!24uct 922WMn 13 Lr_844� LCB66 Embedded Column Saw 6 LTT19, LTT2DB, L7T13I Light Tension Ties SDW22300, WWI &0%,V4-4l SIDIVIII SDW22500- SOINI SOVAM6M, Slong-Dirve Sclitif EWII nd TRUSS -PLY sn- no Scie4svotr V5 DI Portond Medium DrarrreupF Hex 14 LPC4Z, LPCQ;Z to Post COP SDW'22&�4 224 XCI14@12_14-2 6K X!-�4$122,1, X01121S'r224. W12-24 Strong Ccriv� 3iskial 15 NP844I MPGII MPB887� folonlent Past Base 2 S014CII54501 SOVI'lICIS600 Stiong-On". ScWVC TRUSS ScI I rprrn� 16 P844. P844R, PEI PEM, PB66R Embedded Post awtva mm-R5 3 SDINHIgKODS, SUI&HI94000B, SDWH19I SDAIHIDS0002., SDVVHI9­1r01GXOB Sitrong-Drive SDINH TweER-HExsorevv I:: in S v, mint pp _q A'! II porit 17 PBS44A, PBS40 FEB65 Embedded Post gaae 4 SDWH274OCd.--SD'vVH276,OM.SOWH273DM,Sr-y�NH271OCtfY--' _80WH271200-1 Strong -Drive SUOM TIN13ER-H EX HOG Screw _0 18 PBV43 PBVI 0 Round Post Bow §gg_# EMdWMgeI.NumkqrorUArre Prod1tZ2g11_:nptwoU 5 C-DWS16212, SUASI630(X SWIIIS16312, SOMIS16400 Sasong-Drive SLIIAAS FRAMING Past r- 19 R344-18. PO46-11137 RC48-18 PC64ABo POS&16. EPC44-16- EPC48-!rA, EPC48-15, ap I EE3518x24, SB718a274, SBlx3O SIR Anchor Bolts 6 SDVIISI9600� SOrit,01971Z -5-Li�,N'S22400,SD-WS225M�SUWM2512. SEWS22300. Strong -Olive SISI TIMSER Screw (Interior Grade) ERC84-16, EPC88­18 2 SSTBI6, SST820, $87824, SSre2g, BSTBgri, SSTEIGIL,:�,STR20I SSTB24l SSTB Archor BoIltr SOWS", 801). 3MINKM2900, SCMAS221100AI SDkI ICA), SUNS12212001, SDWS22.1500 ZP) PO4Z, FC4RZ, PW, PCSRZ, FICI FrI EPG4Z, EFCARZ, Ept-DEZ, Ell EPOSZ, Post -;a P 55TB26L 7 SIDWE7230011I SOW,3224001)87 SDWS22500013� SOWS2200008 SOWS2,7800DI13, Sftong-DOie SDAS TIMBERGA_-ew tExterioi G rade) EK-51I �01WS7�11 0001M CL -till,pidlid k;mA1-_rQrNs;I Pill Desi;. I 21 FPB"-4Z- PPB44ZZ Porst Base 8 SEYW=312DO8, SDVlZ22512[)BB Outdoor Accenins Structural Wond Screw Il t; USSC946� DSS'_!3d8 3SHS Bypass Framing Strut Cur-iI 22 11 Retrofit Post Base FL#42872-R4 9 SDIN827300SIS, SDWS274M-_5, SUWS2750013S. SDVVS27f(IrDS;3. SIDWS27800I Strorlit-DrivASLYNS TIMBFR SSSGnAw II �:LGR47 F��,', 5 RlWss, FrarI r-ionnector nVitS,271 00131 Sil ',0QF S §MN Product Model, N U M bar or NAM Product Degsiarligion 10 SDIAlli? 1.9400 Screw PH S D 3 1 14 --HSl_X1, l P 1 1 Ertlorg, I Alp pIrig Gc,ews AV AVAIL FLAiriggI i CMST4�1 CMS714, CMSTC16, CS14, CS16, CSIS, C,-,-D, CS22 collied -Step-- Sll Outdoor Acr�_-Aill Hex-HeadWasKer 4 il 7�. 1 ',2r�'�0_4 25 t 1_1� a - 2 - 15, 1,� F S�4 25 S F� Cr 5 S I F ra m i n g ft riec to r a 3 co 2 HRS6 ERS& HR812, FHAS. FHAP, FHA-2, FHA18. FHA24. FHA30 w-ST-136 Straps 97 mr (12 9 a) I_SF_�E4 21. . F C�- i!5, SSC_- `_� -_�Sca_ 25 SEG6 2� -V-SC2 25 MSS'l-Z, &P-1 St con�e.Ictwc, 2119 Product ModalL Number or Name P[29gg D-rJ22M NSTIAM M571I MST[72. SrMST27, SiIMST37, SIMST48 (,ISSC4­_nK,,1V 25K'V%r I ll FSA Foundation Anchor 3 14TS16, HTS201 HTS94,14TS78 HTS3Q 1-1178301C Heavy TmstStrap% ELI BW-Rl slii.,:rr K I flino,!nsl JUL 2023 Flat quiril Fourillsorris Plain _4 2 FRFP 4 L3TA30, LS7il LST140, LST1731, IIASTAO, MI MSTA15, NIST',181 WISTA21L PASTA24 Straps 43 mil Ile p) l� R 1� 45 5, 1KI 51 rits-r-44n, 5p� EI 4 t I rn,`Si�R,45 l!: sh-`C_�-47 5 sylnnir� FlAr 1111ril S1ijC4,I,!n Conni-chiTi 34 GH46-6, OH4", 0114", 1 GH41 0-6, 01441"L 01-166-0, GH66-8. OKI GHGS- CiArder Hanger 5 LSTA9,LSTAIZLSTA16.L$TA�18,LSTA2LJ,LS7A24,$T�-aST2122.ST'-�116 S�-2216 Sit aps 3� mil I g g) g&q 9 P[2gljot liolkil, NutiI gr NIAM Prodil Detionplign -4 _-d 1I Framing --onnector R. GHSI Ol CHOI 0-9 6 1.51-181-13,25, SUBH3 r, IMSUSH3.25 Bridging Conniectoo I AS IS, AS 18_15� AS 1 8SO 151 ga Truss Plartas SCV�n 25 FCev� 5 ll' Rnn�if-ipla 11 Sfici 1 F, Cn , r1k7tra 4 GL55A,. GLB58, GLII GLB60. GL07A,, GLB78i GLUTC, GLB7D Gull Bearing Plate, Il Lateral Tie Plate 2 5 W grin High Strength Truss Plate EJCIF 15i -'I �,, 2E 41SJ05,2*,, Ms ccrq rrT�iof.zi_ -20 QftTwistStraps 3 ASi-20 2) ga, Truss Pros cc 17 G-J 5 1! i�lt p`lArIIln4qSi _ 5 GILM12, GBII GLPTSIS. GOLT616, GLBTSM, ORM20 t3wn Dearing Phille 8 LTS-12, ll LTS16, LTS 'I ti I 'ns Z, 6 HISLIgA, HGLBB, FGLtr,, HGLSO Heavy Glwmm Bearing Plate 9 NSTAX MSTAX ST6215, W e224, SIR, $712,, ST18, S72Z PAW C 28, NISI 01fl, II Saps 1,154 (nil (16 g; a) 4 Avil IF" Hinge Plate Connector I�',_5'43AEIII All l,XI-S, 1(8l 1114 4'4-14 Slici i gi On i� 1 rI puNrig 7 I­GT-2, HGT.S,:RGr-4 Heavy Girder Tiedoeb 10 NSTOSS; MSI M236 Straps 68 mil (14 @a) il LiJ al 01 i-4K XC)'S1214 X0 1812 i _42 S< X,078SI 2`21 X U-7531 2124-125c. 91 C-I n jU � 2 14 11 `_24 X Weial S&LDiJim 8 UPPIC-Sm Universe I Pow mclill Plate li NTS12, MTS18, MTS18. MTS20, MTS30, MTS24C, MTS50C lvletdiurn'�wrst Straps X�ISIWB X:� gilllil�i _- _ZI sr-revr" P 9 LRFlP Univeirsal Retrofit Foundator Plarte 12 5'81.56, SM1,81, SM.06, S02,37, &62516, SIBZ58, aw.12, SAK- 56, SIS3 Sz VB4.06. Top Flange Joist Hargers FLV.2L&M i - Z� afrWiview III Inc 2Si SI`84�7!5, SIB55D XI I I'l st, X1 8. 01 6-4K X1 S I ;I I 4� XIS1114� 1:5 X Review CO < tot complianc M1110tod and approllie,; 13 SBA2.120, &PBAZ12(10 aeA212112, SVIBSZ1214� &RA4AW8, Trip Flange Joist Hangers Product Modirl. Mum �Ilr Qr Uall Pad uck P-g=rillglin SEA4.1811Z &BA4� I U11114 I Er -HP Adhesive Anchw for concate I with the 2020 FOC 7th Ein 14 by 00bra AI Klfihr P SHIA Hurricane Tie 2 GAC, GDP, GD.P.M-50, GDPM -1-1 GDP?I COPS, GW-K C`lrii GW-100. GTH Giat,-actuatrad Inastontem and ariaombliI X23(M < IS SM D&S. SUDAR SA41) I (I &H DI 01S, S44D1 59, SM D1 SR Holdowns PDRA, POPA�, PE)PA-MG. PDRAT . PDPATA PINW, PIMVP, PINVAII PDPAAC� Pavvdier-actuatud astertem threaded studs-, and ascia-mll 16 9HDU4, ahl VHDUU, SIHDI.11 1 Holdairms Io)PN6L MC, P8VI PSVL--K, PCILDPA, P[--!-DPA. PTF;I Mil IT Sim, SIHI Jong I-angefs A S_�T_3(3 Adhesive AnchoI far concrete z SHFET NO. March 6. 2023 LPA 1A 03 > C) HIAM 3MA3M-DA �CDUIIFTY FGT Indusnies. Inc. N5L]hilusrrie�,I, Inc, 7:3 PRODUCTCONTROL SECTMN PGT ladmaiets. bI = 0 R*=203 IL_ 0 X,OTICE Of ACCEPT -ANCE: EI'IDENCT SUB.AUTTED N 0TK 1: C)T �-Xk EPIANCE,- EVII)ENCE �'VKMJTTED DEPARTNITUNTOF �REGUL,k�l'ORY'AN,�DF-CON'OWC'RESOT--RCES OLER) Nima= Fic-aft- 331115-2474 --C) N',OTICE Of ACCIP"TANCE EVIDLWE SLTMIT rED Cn 8"" AND CODE ADMILIAIESTRATICIN DnTMN Fgw)�15-2"q - 1. Eiidence submitted under previou _N0A OF ACCEPTANCE 2j0A) cf) E),ad- Deiaimvnit o4Regi won, a Ef.croo�mic Rem. -aces FIG' -0 _a 11ndustries, Inc. A, DKk'"!N 0 0 - 1070 Teehnokgy Dtive, 1. Nbmufactinvi's die drawings and iections. 5. 'Test report -m 1) Ak Infliftivation Test. pers FBC. T:kS 20MU 'North 1'enict-, YL 341*75 (Subtelved rmder..N70.4X6. 11-4167.041 Uniforni Static -Air Presstire Tesaw per FBC. TAS, 2021-94 1- NJI-XTERIAL III ERTIT-11IIII)Ns 0 LL_ SCOPE: 21 Sh-dingGiass DLNIk(L?I sheets 1 3) WaterResistawe Test. X FBC, TAS :2021-94, 1 i 0 0 > 0 ThisNOJk is beingissued under the avoicable tules andvegalatiatis Wvemiagihe uwof constmiction-niate6ak-T-11- through 11 of) 1. Mnared by raymuf acrtirer� datrd'M-03545� u­itla rrvisiota A dated 4-j lAngt Missile linpact Test per FrBC, TAS 201�94 dicitzinientstion slitanitted has been revriewed acd accepted by NL-Ami-Dadee County M 'PlIoduct Coatid Section #C� 04-0_5�117. signed andseak-d bv.;,�. Lmmi )I 1011�­ 511) Cyclic Wid Pressure Loadingper FBC. TAS 20344 exVTuag on Q-�30�10� c,r) (D beuwdruNfi=D&&Qwq widotberareaswhav allowedbythe Au;hontYHvvWg1uiiAcU=(A19). 6) Forced Ealry TNt . per FBC. 112 012-941 !111�btic I"'Of 16-092 CI .&II w !"Isq'on E.�.-tnisicm Limited for th �,a "k'"'E" _hi SHade (Non-f-sm te i dPli"Extriiji-Extr-usion for This NOA shallnot be valid after the expwation date stated below, The Nitairti-Dade Counry Product Coaxwol SeI B. TESTS along with mar1kI dowings and installation, diagram of sliding glass door, pr eputj :i R cr) I JL�,"jjj,III a4 - Fer - s 11 Dow7--, IIt�,ited 12 081,,51 011,121�'219:211 I- Test reporton 1) Unifornt Statif Ait- piresstire 'Test, per FB1C`, TX-'3 20214 by ie�=fiou T6. tnig Lab. Tirc-1m Repott No� FTLI 8.549, d ated I I 065v'l 5, sig product or mawri& tested for _q-jaWwmuranIou%.'1f ffiis pro&& or mi-deef ial fails to pezLorm in the accepted 11Y 111'ot� anision Limited ffzm tirtr 2) Large.Nfissile -!nmct Test per FBC_ TAS 201-94 scaled by Idalmis, Orteg ad a-P.E_ (rest --eportm-ised on 12,,04/15 a 022111,46) am manner. the Manufactures nietacurthee expense of suchteI and the ARY may immediatelyrev ake, Mo. dif v- or 3' Cyclic Wind Preastire, Load ing per FBC, TAS 203-94 6= Test report on 1) Air Infiltration Test, per FBC- TIAIS 202-N red mn- Limina(M) 11-hite Rigid P Suspaadthe ure of such product ot mi�ille:kia! withita their jtUisdiction, FXR re4wrII the rightto ie-vvilze diis K)­ along withinadI drawtags and itistallatian diagram ofvinyl slA* glass door, prepared acceptawe. if A is determined by Manti.-Dade, CountyProduct Control Section &at this product ot material faiks To 2) Unif arm Static A Pressure Test per, FBC1.'IAS 2,02-94 an E d DoIl)r,-, ',, dated [01,1113:� 1 ;: 1.5. 0� %30 1 4 �,,onkc of--li­eotat�,ice No- 164)712�(11 JS��Ut-fj 10 US.A, In"t the of the applicable buildim code� by Fenestration Test�g Lab- hr- T-f s! Report- No. M 8,11 1 7_ d ated. 12.."07- 1 5_ 54fted and 3) Water Resistance Test. per FBC_ TAS M,-94� -T -C Extejior ilacgcode. Itupact Test per FBC, mkS 2011-94 This y Id- ris 6 2 4) L-we Missi ;htej, Shades (Non die) Rtid F� FTodact is approved as deactibedbeseut andhar been, &-nigaed to cotnply rvidL th e Florida Bu sealed b ahnis (hiegt P. E. (Tes'! zep,oft n. % ved lon 02,1, 5 T I and 0 241 Is ieu _A.15I and Lic e, I �,I I, _'r indovvsaud'L)oois­ dated 05�I`151.6 en�, Test report on 1) ---Xir luffiln;4I lesi. per FBC= TAS 202-94- 5) Cyclic, Wind Prenane Loadnij pff FBC_ TAS 2-03-94 Lxrrusions vo"1119, 1) i_Wl mcitidmg the High V46ocfty %imcam Zone �y - - r - N4 A tions 2 Uniform Static A& Pirsswe Tw. per FBC, TAS 20244 M 90 N oT ice of A c c ep t az:,r 6- 0 7 1 10 4 issftd t o FINiz RR 6 1 F --. i es t to,. km DESCMMON: 4�ries `5�101217770'* Vinyl Sliding Glam Dw (Reinforced) w1wo 900 & VISO comer-i-L.111, along with ina&ed -W drawings md int allation d LV= of vinyl shd glass door, prera-,d Z YC ExTerior Inc! fol �heu "Bl''Iliduzeand Ligliter, Shatlesof Cioaled!*Li! 4 P 3)"Water-Res by F'cnzxra11,ioii Testing Lab. Inc,,,'T I Report No. FTL 8551 dated 1104,15, signed and p 211 �AMOV�AL DOCU-MEN-f; Dravvkit No . IMD-5570-0 Rev B_ utled "VW�4 S Wing Glass Door NOA 1124)"- sheez I I E in-usio u5 fk�� r Window c, and D o ors" d at ed, (0:15 1 16. exp.irbi g on C4; 16 4H Missile limpact Test per FBC, TWS 20 1-94 sealed by Idalmis Orre:pm P. E_ ijea report retunised on 02*1 5j2016) 1 thrano 2 1 of 2 1. preparedbyinacrAh- cI dated 10inl 5 and last revised on 01"I simied and sealed by J Large 5 ene U&A- Cyclic Wind, T-Tessure Loadfikg_ 6= Noticeof so_dtoFNERGJF si 10111- T tons L ,per FBC. TAS 203-94 7, Test ne.w on, I) T_ Static Ait- Pressare Test� per FBC� TAS 202-9-4 014, 6) forced Entry'Test, per FBC. TAS 2 _ -94 2) Large Missile In*=t Test per FBC, TAS 201-94 d P'N'C"ExteriorEin,usions for A1jndoNi,­smd dattic"i Acc#.%=e nortuAw and expitarion do -me by the Mumai-Dade County R-odact Co=,ol Section. along with marbtd-up, drawings and :nstallation d tagrain of-vanyl. sliding door. prepared 3) Cyclic Wind Preswn Load= per FBC. TAS 1117, exoirLile on II �_R_ 18. 9121 ,\11151SUZ IMPACT RA�M� -G: Larpand Stuall1thrile Impact Resistant '11 yl sliding glass door, prepin d "(A), 10-06-NLIO-S'27� 535753-09. per'ASUINIE-84, i - 00 No. Fn 85,46- �at along , ve if - -1 b r r`1 at cm Testitig Lab, &c,-, Test Rep, ed 11,106,115, sigried and TI poss,�Jo�s), 10-002-N Liantadow: 3 ew4f wit e 'I , . I scaled byIdaltuis Ortega. P E (TesT report revised on01,04116 and 0111i2016) by Fenns "rtion Testin 151011,tx1flislon f rftalla,SIC 1. S" table I (sheetD and table, 2 (sbeet?) forapplicable SGD unit sam desip g Lab. Enc .. Tei- Report No. FTL 6638 (satuples A4 thf U A-2 2). da I en.i ASTI-iIE) 191 2`0 xid A'37"NYD-63`�,', issited by EX0117A to Nil"" 'F 10 prmives- 1, Tes 02-94 igned and sealed ty Jorge Cause. P. E ISubmiffmd under.,Y0_4 No. 3 Test reporr on I�Airhffilmtioil s;t�peTFBC.T_AS20 s glesstypes, rill rtser (see tables B-1 & 3.2:�-,sheets 74) and atichof layout sheI requirentents in I I 116, 1. R-40 White PVC� Ta I a (N-koa-whinn R*4 PVC andBt awn coated ftwted " lamut whae R*d PVC to be 2)'Unffoim Stati�­, Ak Pressure Tw_ per FBC, TAS '111]"C-94 W67 04) 1), 3) Water ResLstw7ice Test, X FBC, TAS 202-94 V c C t no c e 'N o 14 4) 9 16 11 ss u-, d o K u a y A w�-,nic a, . 1 nc f 6 r t I t It u 14 t -- W W re fi! rt Inc e d N O-As f mTke M ft 9 Test report on 1) Air Infilr-ration !�st, per FBC� TAS 20244 eP 3, Bgrelis operable Idows towt orxuplywith unit cliew wirlth or hesot per FBf.'verlairernent. its applic dble� 4),Large N-lissile act TesT per FB C�. 'LAS 20144 2)UnifbnmSt ' �Cleau �and NNIk is Inferlaver", expiring on 1)7,04 IS. Cyche Wind P.-esswe Loadingper FB-C- TAS 'NIot ic oll Ac�­qtwice No 16- 111' 01 isme� tcIi I 4. %F&etwalls underseparavesWoval. to be revievIvIdbyBuddiag ��ial 3) Water Rtsistatace Tev, per FBC,,'TAS 202-94, -s&lt 11tva(lear. (lear ;iavdr-olor PVB laterlave-n-, expimo_ o--4 07`0819- LAMMING - Eachurat shatbear a peurment label with, the nraituflictm-I n or lopa. ci�y state and series mid 6) Forced atrY _per-FBC�TAS202�0_94 4, Large Missile Impact Test per=FBC. TIAS 2-01-94 Tro III gper FBC� TAS 2(13-94 herem Wong witill tuadI drawings and insuallation d iamm of vulyl sliding glass door. prepared 5) C Thc W, ind Pressure Load = Al"T IIEN T PiLEXEW.AL of thisNO i dol be considered aft" a vertewal aWlicatim has been filedand ifiere has beetino by FenestrVion Testing Lab- Inc.. Tev, -Rxpw "No. FrL 8 55,47. 6 aTed 12A04 5, signed and 6) F��d Entry Test. pef FBC TAS 2 1' C- FBC A Edition 16 ltilel ol Cofilonnance w-R-n t 2, ItJ sealed by Idalrais Ortega, P_ E, (TI repon tev ised on 021 aloAgivithinaticed-updrawm andfiistallatiop. diagramof-vitryl sliding glassdoor�PII FB --IbEd' n(1014) ::x "Id tnr wrt ()8;1! TEI�M.MOIN'offl= X-OAwill mew after the expiration date or if the* bw been a rexiam or ebaz6ge ia the 4. Test report an D-AlrInfiltlatiot Test. FB,C','-IAS 202-94 by Fiene tatioulesting Lab. Itic--lest Report " o.F11- 633", (issainpless A-1 thru A-5- datit'S j X� K, U Z: " 1,4 �i , C L per 2) Undorm Static Air Pres-maire T,--st. per IFBC� T-ALS 202-#4 mak-lids, use, andf or mamuflactuve of the prodw or process . Msuse of this NOIJ-1 as an eudoz-A-ment of adv prodact, 12M,40� signed and scaled by, Jorge A= Causo� P. E_ (Submifted ninfer AVA.No. ]I- SlItenitn*, Ivrr,-_1 ofno hweactal tuterest, dared 044 17, d L­v nianufarlmm. simed forsal". s&*fiaingoraqy NOA.Failureto coWpl,);rVtj*any 3) Water Resistatice Test.: per FBC� TAS2102-94 410 71 0"st k�,11I�' P-C-1 � section, ofthisNOA shiaft be cmw ktrimminatim and rem�vai afNOA- 4) Large NI Intpact Test per FBC. IAS 201-94 3, Le, tel, I lal)L palt ttle abc!�Ve test 1 5 - _- ; 1 -94 4- ,;�ER_ Tien,,, I-IvI wl 1,;o. 17-0387, 05,0517, signmid by IsInq Chanda- P.,E_ W AD's-ERTLSEW,N-T:Ther-4OAnuu*etpfecmWbythe�wc,rd-Is Nfianii-Da4e, Couffy- Florida, and fo&-comed by;he Cyclic Wind F-ressure -Loading per FBC- TAS 10 C, CALM.ATIONS expixation4dak-wyb*&*kwdi�n,adv-erbsimr-tgftatme. Iftutry miaf theINOAi's dispWyM, then it shallbe 6); Fcxred Ear 1, pIts FB1C1. T-AS 202-504 calcuL f -2( L Anchor''veffication. i.imsa=ndstiwwalaaallosiscDu�p�i,ir,,,giv���hFBC -114:, I G� 017HER dow.0 its enfireq. along w-A marked -up drawings and installation diI ofvmyl Sliding glass. door. prepared prepared by D-GT dated 12i09i'l last fftised - I I 5and on 042 15116- si=ed and sealed by I o6c'e of 1�- 1210XIL issued to P(J-11- ladimne�_ fbr flum Sevies, INSPECTION- A copy of this enfire-NO.A shallbepro-Medto the userbythe nanufactuteror if-a-distrioutrwraud bvFertes-tratin Testiog Lab, Inc., Tess Report No. M� �, 8548, dated 12,10.4. 55,,sagnedand ..k a Ma a y L I N"I I . fidinc, Doov� (Rekab:a ci.,dll -- 1-, 01 shall be available &.- imVecti-an at the sob, site atthe reqaw of the Buildzg Of Scial. sealed by Idallans, Ortegk P� E, ("fest reporl revised on Olt4L 16 and 011116). 2. Glazing conTlies with AS�11E-1333 -D0__ M W111V111,11 Of L �A This NOA rexises & renews NOA 920-0419-CK and cmsisft of this pW I and evidencepajes E- 1. E­2 E-3. E- -4. ThesvInniftd documenatiou vvas lev, iWed by Ishaq L Chanda. P.E. Ishatt Cha"a. jj� Product Control Unit %,periizor ProductCositrol. Unit suptr-r-i"I Dfodutr I�amo_ Unk lkupI Z -0 1. 01'. a 3 NOA No� 11401� � U-1 ExpirmidauDatot rkpri!14�120121,16 E*rnsdoullzrat Apra 14, !11 App;_-II5a1D.,iw X:arch Z021 i-1 r,_j, ARPT 0 T al Da tv MA Mh U., 20: 1 AWov3l DoAr. March '.f. NZ11 AW. oval DI March 226,21, 0. 1 PIPE I PGT Indw niel. Luc CGI Windows and Doors. Inc. FGT luditsrn-es. Inc. -NOTICE OF ACCEPT-A..NCE.- EX"EDY-NiC, E S-UHINUT1 ED OF AC�('EPTXN C'E: Q "IDE-N CE S UB-AUTTED J�Qat�:E:Qj �ACCLYTALCI: E k'jQLaE SLVAMTE Z. l'ildence Stinadited tindetI previIiiK subutittal E. ,NLkTERLAL C'ERTIFICATIUNS (cou rinue) 51. Quanex Part SUpa -Iggger Stauj�trd coinplyiiq with ASITM C518 Tlwjrjal Conductivity X. DK-VN%TqGS 0-88 1 BrIIJ-fisl hr. -W-T. A-SIM F 1249 V--v7R:-Pass._ ASTM D3985 OxyTm-Pass� ASUd E A. DR.IINTNGS 1, Draillvfixz NoI5570.01 R#,;­B_ titled "Vinyl Sliding Glass Door NOA sheers 0 411910, LIG � Lhriab, ility- No Fog -Pam 6 11 bito #ml to tult rpliplivi Wte s _046AL 0 It L Draivirv; No� _1ED­-"­' kf(ev B, titled "'Via."d Sliding Glass DoIk dzieets, I 1 tbmkah 21 of 2 1. prepared hy manufacturer- dated 1 0)05flS and last revised on "dated 10,05.15 and List revised on 02.101,-2 1 Through 21 of 2 1. prepared ky niamifiII 04C2,20, signed and sealed by A. Lynn Miller, PZ 6. QuanItRXI conVlying with ASTM C518 Tbennal Conductikity _12 signed and sealed by A � LyT4 Millem RE, hr AST3�111 F '1249 U-1�711�-Pass, AS"1111 D 1,434 Argon AST-1d E, Nore, This rev-I'SIDU C II reTlaceatent of sanie exii1mg installation, 9CTew With flat head. B. TESTS 2199 I.G. Durabilit:y-No Fog. ASTNI E 546 Dew Point Demlopment -2V_F in 4-9 hr*- 1. Testmpolts on-1 1) Air Infiltration., Test,, per FB(.'. TAS 202-N.' (,�nNn 11(ed anderN-0.4 X,.%, 15-04*09, 05). %400# B�i. TE STS 9) Undorm Static Air Presstile "fest, Loading per FBC. TAS 2102-94, 7, �Iisioa Extrusions, Ltd. Parts coolkying with PVC--kAINU 30-3-13-1,17ohaitaty, Specification 1. None 3) W ater Restistartce Teo. per FBC. TAS _V�-�4 for Rigid Poly-.W.4 Clamde (PX, Ct F_Ntmor Profuks for Vision. Extnmous. Ltd_-NT_X-1 by III P o'file Certification Piograra. 15. 4) LIaI Nhisile Inipact Test per�� II C� TAS 101 -0-4 A,,�,ANIA Fe u F Cl. CALCIVILAT10IN S_ 5) Cyclic UTind Rressm Loadingper FBC. T_kS 1-103-94 04099s) along with maiiIaed-up dMings and mi:staatioa diagrxn of all PGT Industries, Inc. 8- Vision Extrusions. Ltd. Pans con� 1- NOWL plying with PVC-vkAKk 303 units listed bekkrw and tested to qiWy Dowsff'791 and DoI 98�3 silicones. 15-0409-05) (D prepared by Fenes-fivion Te� Ubvratory_ Inc. - lIest Reports N-i-I 9- PVC-_A�ANLX 303-1 Volum ary Six-cification fur Rigid PolynIl Chlonde (FX) Dxtenor D. Q17_AJ_1TYASSUR_A_NCE L Niliarni-Dade Departruent of Regulatory and- Economic ResIs ItEn M­171071! PGT PW 520 PVC Fixed Wiudow (,unit 6 in proposal). dated CII 14 Profiles for Vision Exintsiorts. Ltd.A,7-E_X-1 by kkNiA Fenestration Exterior Ptaffie FTL-20-210 X -1, PG-Ir SGD790 Alunumm Sliding Glass anaor (unit 7 in liraposal) FTL-20- certdicaliix PrugratiI 2107.2. PGT CA740.-Aklunr. Outswing Caserrient Window (*t 8 in propow) FTL-20- 10. Notice of Acceptance No. 18-12 1-.14 issued to Eher p Fenestration Solut-mon. USA. Inc- for E KkTERL4LL CERTIFICATIONS 210773, PGT PIX,7620AAlunifirtlin Fixtd IV, didow (Iinit,9 in prpposal I and FTL-20-21017A.. their "Tan, 3040 & lightshade calon-vi-lifto N11ute Rigid PA'C Exterial. Extrustiou-s for L Notice of Accep -0305.02 eistusi to Kurio-ayAwrica for their > , q 10C�L tance No� 19 PGT MT7620A Alusilinm Fixed Window, Qmit 10 in proposal) dated 0743,2M. all Signed IN'tudows and Doors"'. expiring o a 0-1/04,1121. '"TrosiII Ultraclear, Clear., and Coker P�VB Glass Interlayers". expiring oti.071,,065�264� CIO 2 and, sealed by Idalinis Orteg-, PE 11- Notice of Acceptance No- 1&012-.02 issued to Eneryi Fenestr al'on SohW& JjSA, lnc� for 2. Notice of Atceptance No. 17-0808.0, is to Kuraray America� lnc� ftr dl&, their series, "White fti Iid PV(''Emerior Extruslus for Nk"indoivsand 09, *i3entryGlas-IFT (Cls at- and Xllitf) Glass Interbyers", rxpirnig on 07JILA L`2 31 C. CALCULATIONS 02-21tiI23. 3. Notice of Acceptanme No. 18-1106.10 issued to Vision Extrinions Limited f of their , S1 I. Anchor verificatica calculations and structural anarysis, comptfing with FBC' 76 12. NbI of Acceptance No. 1"10,.3.03 issued,to Energi Fenestration S� r ifttion., USA, Inc- fo!r 0 Coated(T aftured or Laminated) White Rigid PVCE%tetior Extrusions for Nvind ow - Edition (242OX dated (W 0, prepared by, mmufacturer�. signed ank-1 sealed by tbeil "Brionze, & figirt shaide cip coated White Rigid PVC Exterior Extrusions for and D*I expm g on 0k30,2---l_ _AittbonyLyna.Miga, P-E. Ulbdovrs and Doors-, ext-I oa- 04146,235� t Notice of Acceptance No- 19-1106.11 issued to Vision Exesusions Lied. for Lh& Series Glazig-comphts with AS-M E 1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades, (NNou-111ifte) Rigid (,"efitflar PIL-CEswitisr F. STAT EAJ[EN`T S, Extrusions, for Windows and Doors". expiring on 12112sI D. QVIALITY ASS-ITRAYCE Monit-Dade Departmeal of Regulatory and Econovaic Rtsourcies, (REFL) 1. Staremesit letter of conformance to FBC 76 Edition (2020)� dated 04-t22 0. issued by IL manothicturI *tied and sealedby _Aztbony Lynn Nfiller. P.E. F. s"rATF_k1EN-TS 0- E. MATERL4L CERTIRCATIONS 2. statement letter of no financial iiterest and of independent. issued by dated 1 Statcusent letter of conformance to FBC -it' Edition (2020), dated ON1,121- isIi b�: (3) 1� Notice ofAtceptanceNo.l"30.02 issued toKurararAmerica.1ne. fortbeir 04A 81' 210, signed andwaled by Anthony Lynn Miller, P - Er mainacturer- signed and sealed byAnthonyLym Nllffler, P,E� "'Trosifolt, Uirraclear, Clear. and Color PVB Glass laterlavert". expiring on �3. Privve Labeling Affeeinent dwinneat between PGT- dated 03/30115 and suaned by all I. Privs Labe -ling Agiettirent dated 03,13,8v2i be-Meen PlG'T Industries- Itic and (X]i'�: JUL 2 12023 07VV24_ im-oh-ned parties, Windms and Door, Inc.. signed by Dean Ivi RtIc P-E.. V.P. 1:119mee-mg. on beha. of co -1 Notice of AcWtaace No.17-090S.02 issued toKwairay AmeI lnc� fortheir both ""Seatti Glast (C Ww and White) Glass InterlaTens-1 . miriog on OT'I G. OTHERS 1 Notice of Acceptance 144-o- 18-1106.10 issued to Vision Exuusiow Lintited, for tber L Tlo��; N'(,.).,k t*vises'_-'N'O.X# 17-041.0.106 and updates toFBC202-0 (71b Edition), G. OTHERS "Brown Coated (Painted or Laminated) U11te Rigid PVC Exterior Extrusions expiring 04/2 1 iQ 1 1. 'This NO�A rovh*s & renews NOA# 20-04�9.05 (PL-A wiCGI). expnAg GW1411126� Virtual Review A Inr Ssist, Itir for Window-s and. Doors�". expking on 091311S�24� RERTest pwosal,-- 4-494155 daied UP 10.,20 approved by Ishaql- Chanda-P1. 2. The cunent associated PUA CGI Se #21-0205.01- expiring 04.,`l"� Plans R - d eview Co i for cuipplianc mPleted and app 4. Niotk:e of Acceptartre No. 18-1106.11 isisuI to Vision Extrusions Limited for thew 04114,21 0 LIJ e with the 2020 F6C 7tv. & series @4VE 1000 Tan 1 2 and fighter shades (Nion,�:White) Rigid Cellular PVC 4 1 q bY Debra Anne Klahr PX230p Exterior Extrusions for NII1111ndows a -ad Dom-. expiring cc- 12,129.2 1, 1 III, Ot 101'JAI'L < (D hbaq L Chan&, P.L Elvis 1r Litaq L Cu"a, PX. Product Control Unk SuFII Product Control Unit Supe-nisor krorloct Control Unit Sup*rrizor N, 0A _No� 214:0 f.01Z NOA IN-9. 1., 14 �2 er,0 ExpI DijjfLej�j -kpril 14,.1026 < 1 Lipiradou Dare: April 14,!014 Expiration Date- .4ril 14, :08-6 Appro-ral Da te., Alarcl% Ul� ZMI Approvid DI 11 March -'s.210.1 I n ApprovalThte- IfArch Z.-, 10211 4 E4 E 4 S�­EET NO. P" A 1 .4 March 6, 2023 F73, 0 M I A M RMY UM32E 0 MWNII-DADE CClIfiql"Y 0 PRODUCT C(,)N7'KOL SE(71711t)N Cak-(',".'rete USAS LI, C Cast-Cr ete I-I&A., I,,LC Ar m 7:� CL DEPARTMENT OF REGULATOR'VrAiNV,LCON(�)]Nltl(,'ItF.SGI.rR(.�i,,',S (RKR) 1805 SNY 26 strm Room 209 BOARD AND CODE AWNIINNISTR8TION DIVISION Mianii, 11udda 33175-2474 (2) (D C) -l-C,86)315--2590 F(786)3ll-2599 NOTICE OF ACCEPTANCE: ENIDENCE SUBNOTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE W� ACCtrIPTANCE: f� 'i"! 1 11 �,Iq 1 �,4 `�v I i ........ .... CZ Cn NOTICE OF ACCEPTANCE 'N'OA) - ast-Crtte USA, 1111C, L FAIll 0ENCF SURNIFF17ED U'S01"'R PREVIOU"S Al"I'ROVAt, #03-060i,04 3� EN"IDENCE SURINIFf"TED 1INDER PREVIOUS APPROVAL gr 12-0209,12 E11DENCE&l.�IBMITTED IJND1itR h� 14-01'903.03 0" (D 6324 County Road 579 jk,� RRAWIN(I"Y'S A. DRAWINGS A. DRAWINGS J)f-r -rif ed Li uret r ez i -5/jeel I of 1, , ,r, I Seffner, Florida 33584 'jer daig T1,461Z falect Yn cszsi �slid P ad 1. fbssu,as,,,;,A1a E046L`� tdled "Precast anuiPrestrussed Lintel Details" sheet I (,-;f- Drern ing M,� FD4 .12� iitfed 'Trec�,ra a c j. 0 > - -irch 24, 2003 and Dral4fing No. 410;'zvdDr,,.,o,,'ng � - prellaredli"y e raig arrina, datedlo4rch')I, 203 andl')raw 'o� f-T4612% rided 1, pavpar&i 1� L e. -afed (,13 J i 4 rch" 0 4! J v Cra4z Parrino, P. diwed X-li, scopt. rete4 6" ck 12 " fintel Vqfel,�,nfd 7ables ", sheers I through 3 q(3,,prAlfvred by 4 -0 E 0 1T4612, titled -Crete 4 6 4&, 12 "Lintel I-S�qrfe Load Tables ". --s heets I f ,'i - a,L�'�je­ A-7t-�l M, J,dffs'i This NO,A is being issued under the applicable rides and regulation,, governing the use of construction materiaR, Parrino, dated Afsrc�h 24-� 2003� tco� iTvisiott fffl datedAfa-il 28, 2003 buth ated Altarclh 24, `003-, last (I I I" I 'f j"'I -f U- fitlynogrii.3-ot-1 prenaretrib Crak�:� Parrino,'P.L-, d P Thedocinnernation subtrutted has been reviewed and accepted by'NIianii-Dade County RER- Product r P. re wr ion df i t ed Aitarch 11, 2 008, al I s I(gried and sealed b lo Craig, Parri no. P, E- on I A in Miami Dade Count)� and other areas where allowed b,,lf the Authority I -loving Jurisdiction C/) Section to be �L st pNI-IJ), B. TESTS Alarch 22, 2012. B� :Vonte 7'esf rellorf on fle-kto-al tesfina on 4", 6" & 1 ""Precera Concrete I'lu.1ol.sFific�d wid f, - -foT �t I B, TESTS This NOA shall not be valid after the expiration date stated bdow. The Miansi�Dade County 11rodUCt (.'0jltr0l 1111fili`Cd illikk1l. f0lf'il 0 u laim'spechneas, joerA�Vrlrt jxp % /'(113) so'�Cl'et � "i _11: L � � INS Section (1111slianii Dode County) andr/(,�)r the AID (inareas other thati Miarni Dade County) reserve the right to have Rie�pfdrf Nlrx 304044 dared(14/10'vfM� sigfi"O'Ond None, dk Lini�� �s, dt!ted- o,�,,./ 91'20 14, -ug �qges J4 D�i Phro Ph �1,; 1 2,���6, this product or inaterialtested for quality assurance purposm If this product or material fails to perlorni in, the fflunf,vf P, l!,', Mk7 C. ALCI J LATjGN S OV Ur 1;, .lip P���r�tj��,�f '-E, accepted manner, the: manufacturer will kicur the expelisc of such testing and the AHJ may imniedilitely revolic, A, rnorfiiy� or suspend the. use of such product or Inaterial witbin their jurisdiction. F&,R reserves the 11glit to l-evoke (7- (",'AI,,CJ.JLATIONS I I kAN 1�' this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fisf, CaSt-Cnzle 11 inicA. doled 0-5/2 '03� 207 prtge�,,, prejwwedby l, traig rinefil (j) j �!s Idato W 0, 1). Qff AIIFI'A�' ASS( 'RANCE fails to meet the requirements of the applicable building code. Pf Irrarol P-L, s4piefl and s�ri 1hr'd he raiv Parrino, P. E, 1-5ivironment, and Regulatory A&irs- FX T -0-efc I.int,4s, 05129),'03, 140 pages, jn�q)arvd bit Cruig H,,Rt�s.Ir ("ERTH, O� ? 0 - This product is appi-ove4d asdescribed herein, and has been designeduw comply with the Fli - WiMiIYHUrricane flarrijup, signed and sealed bv Parrint), P 1- Zone of the Florida Building Code. F. HiVITAUS1, CF.RTIFICATIONS DEscRWTION: ( Cast -Crete ) 4"1 6" & 12" High Strength Precast and Pr --stressed Con crtnte Li utels 1), MATERIAL CERTJFI(.,.`,A,'fj0N- "I 'pr APPROVAL DOCUMENT- Draw-Ing NNo, FD4612, titled "Pmast and Presayssed Untel Details", sheet I of], 'I, ("hudil �4�wefn �kliirfwzl,fi�fr Clist- ("rele �Vkrchine,sksde Precasi [bacis rcvitse�1 on tkiin, 1, if c I, OTHER I I fi,t�Pf t� sialei-i (h 9,12014, l�� tTied 17v I Ise s()] 1 10111,, 2. E, cer,,i6ing ctr'.,,i�+,w! no I -id"') Bsb, li;vv C prepared by Craia Parrino, P.E., dated March 24, IL003 and Drawing No. LT4612, titled "Cast-C'rcle 4". 6" & 1 L LeUer j 01 firom Casi-Crette Corrioration dated Fehrumy 03, 2017. si�gned andsealed Limel Safe Load Tables" sheets I iltrough 3 of 3. prepared by Craig flarrino, P.E., dated March 24, 2103, last 2. ('-'itisl-Creae Qlfah�rf�yltclpl Xrarrf�ad)sr Prestresse,d Products de�ved 2( 11 hv C to Parrino� P.F., certifyirkg con?i7hionct, ivith flurt Elorida Building Code, 2010 tis, 1, L 4 revision dated June 1 �2, 20 14, all so gned and swa led by Crwig Parrino, E., on January 22, 210 19, a] I hearing l fie 6� [1,VIDENCT", SU-13ki-ITTED 1 11) E R Pik V 10 1, J '�,f f k I� Miami -Dade Couni�y- Product Control Re-vissian itamp with the Notice of Acceptance number and the, expiration 2t EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL# (18-0320.09 A. Fill "VING'S date by the Miarni-13ade Counif, Product Control,Section. '11L. DRAWINGS C I'- ENCE SUDNIME D UNDER FREI '*-AD!-' JS APPROVA L 13-032147 Mlssju UiPACT RATiN.(-,,: Large, and Small MissileflapactResistant 1, DrMving '11%ra fi'D-1612, titled "I't-ecom' and Prestrasscel Lhuel Delajls�" sheel I ta" 1,� ®r f A. DRAWINGS 'S'IS z 0 , P, 12" datt,11,14A",Irch '14, 2?03 and T)rwwasg J`s�, lt f461 2, toled LABELING. FAch lintelshall bear a permanent label with themanuNcitirer's narric or kigo and thelklianii-Dade pared y �ralg arrh 1, ;Vonc, Counts? loge, "Cast-Creur 4 ", 6" ck 12 " Lime' Load Tkibles ", sheets I throk-gh 3 qf',' - - 14relfeered bly Craig Parrinp, RE, daedis4�1arch -714, .200-3� Aza revision datedttareh 11, �Iooi TE STIS REM�N$IAL oftbis NOA shall be csinsildered after is renewal a! plication has been filed kand there has been no P C� CALCU� LATIO'i i'S L Ntme= change Ill theapplicable boilding, coillo negatively Ofecting the perforInisoce cift his produc',t� R, TESTS Ifor,'C% LU TERIk,JIL NATI10N offisis, NOA will occur after like expiration date or ifthere has been a ruvision or change in't I- None, he C� CALCULATIONS 10. 0 UA I-, III ASS I RANCE materials, use, and/or nuivil-IfaCtUTC ol'the product or prmess, Misuse of this NOA as ali endorsernent ofany 1, A-='vne, C,, CALCULATIONS ji� IA"p,ik,ft2ew Q product, fbrsales, adsenising or any, lither purpines shallorutorriatically lerminate, this'ejOA. Fadure to cornp�y' with anseSection of this NOA shall be cause for terinination ano rellurval orNoft, 1� None, D� QUALITY ASSURAITINCE I, I lo lici k 1, Ei� CER, if JONS AD%IERTTSEMENT: The NOA number preceded by, The words Miami -Dade C:ounty, Florida, and followed by D� QUALITY ASSURAN(`E 1. 1�i� Miapn-Dade Countv Denarneni of Re ivi7,, aidkiz-fo i oni ic R es f? isis, es ('1? ER) the expiration datemay be displayed in advertising literature, If all Portion of dic NOA is displayed, then It shall y L 8v -Wianfi- [)ode Court V Ruil"fil"Ig Code Cftiaph(snee Offlcc� he done di its entirety, E� rVIATERIAL CERTIFICATIONS INSPEC"RON: A cop� of this carl ire ROA shall be priwided to t'he ii-sei by the nianufacturer or its dis-Ijibutors and E, N-1,NTERIA-1, CERTIF I CAT IONS C jynol 14 --r J+j,r�f 1 14-' fjh" f�ef shall beavailable for inspection al thejob site at the request of the Building Official, 1. None, !Xj, 1121C,, - U�40N,YJSt"! s, dle� i in Pot,-,��7�), NOA revises N( A 11 (9-01-30.14 and consists of this pop 1, evidence submit eld p -and t agres E- L, E-2. E-3. E-4 21.. i�, f 11 p, 1 1 j! �)4 , [3'-5 as well as approvol document inentioned- above. ....... ... 16,11 V k SlIaliar, P.E, M.S. The submitted docurnentationivas reviewed 1) 11elmy A. Makar, P.- -NI.S. � Makar, P.E, WS. E ProKuct Control Section Super-yisur PrAltict Gsrurol Sectiall Supervisor �-P -41 NOA No. 2*0-0630,15 NOA INLri� M0630.15 NOA No. 20-06-10.15 M,IAMIOAD'E COU Iry ''if No� "N 1 �-06,141 15 I�xpiration Date: 09/1112023 ExpirationDate,, 09/11t.1023 Exph-ation Date: 09111/2023 a Approval D�at,e: 081,10/2021) Aliproval Dale- 08/2012020 dkillin�wal0ate. 08/20/2020 spiwoval Daw! 08,112(il".102(i ?,e till Page I E-I 2 E� - �3 Cast -Crete USA, LLC Cast-Cre-te USA LLC NOTICE OF ACCEPTANCE- EVIDE NCE SUBMITTED NOTICE, OF ACCE PTAN( E� EVIDENI C E:S IJBIWITTt'l) 7� EVIDENCE SUBINUTTED, UNDER PREVIOUS APPROVAL # 18-0424.04, % NEW EVIDENCE SUBMITTED A� DRAWINGS A. DRAWINGS L More. 1. None. Il� TESTS 8. TESTS 1, NOM L Nona C. CALCULATIONS C� CALCULATIONS 1. None, 1. None. & D� QUALITY ASSURANCE 1. B F fkfievni-Dode(-ounty Liefiartment oj'Regulatoty and Bconomic Resources (REM, T 8tv Afiamd--Dadr- cnunrl: Drrartnle� ti of Peg uhnPor v and E,,L�onotiric Rrsourrcvs E. MATERIAL CERTIFICATIONS E. NIATE'RIAL CERTIFICATIONS .1. Alilne. F. OTHER E OTHER 0, L Contpliance Letter with the Florida Building Code, 201TEdinon. issued 17.111 1� 1xiter ivith /lie Fitlrida Buileling Code, PEE ,dition, issued by Crele Inc., dated 0&, Z, signeo! & seirded E51 Crarg Par -rim P, F'� ("r-ete 1=7 1. Inct. dated 0&-,0-ESut-!Z S sll�oCdkf �� efjle.-/b,,V Cra�,q Parr-irza, P� a. EVIDENCE SUBMIT TEDUNDER YREVIOUS APPROVAL # 19-0130,14 2. ("'(0mipliance Letter with the Florida Building Code, 2l,120,Editk�sa� iNssard b,v Cast- > 0 A. DRANVINGS. (,retc USA, Inc., dated 06111/.'�R signed t,§, sealeul Craig Parrini), P, K 1, DraivingjVol PD4614, ritied"Precast and PrevtresseaLi?i,re!,Uetaits""II shet,I/ tl" 1, Rrepared 1�,� Cra. � Parrino, P. E,., dated Va,rch 24, 2003 and A -awing No� Poll> 19 1,14612, tifled "Cast-C"rete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets tlux��ugh 3 i�) '3 preparedby Crai Parrino, P., E., dated March 24, 2003 lastl lt P 19' revis,ibn datedfune 12, 21OI4� all signed and sealed by Craig Parrim), P Olp? �Ianuary 2212019� B. TESTS C. CALCULATIONS 1� Mone, I D. QUALrrY ASS130,NCE Cz L By Afidini-Dade Couno� Department qj'Regulaworyr and &-onomic Resozo-ces (1uR). JUL 2 1 ?023 E MTKRLkL CEWFIFICATIONS L None. F� OTHER ge, Viol? L Article for a nairle chang , yual Review Assiist, 0 Plans Review COMPleted and 4 a A pprai;er - i Al �, Y,31 Compliance wi V th the 2028 FOC 7tj, E,-- . ... ... ........ by Debra Anne Klahr PX2,19p' Hells -a r, V,' ., 1W.S. I in.yA.. Hakar, PX- M.S. A. �Alak E (D Product Control Section Supervisor Product Contrat Stilion Supervisor NOA No. 20-0630-15 NOA No. 20-o630A5 Expiration Datv. 09/11/2023 Expiration Dale. (19f] IsQ0213 < Approval Datw. 08/20/2020 ApprovalDaw 08/20/20.70 —j E-4 E-5 a- &-l-TT NO, March 6, 2023 PA 1.5 II I ll--- 11 - I I ­­­ ......... ­1 - - ­ -- - � -- ­ - - - ­ ­­ ­ ­ - -- -1 ----------- -- --- - - - - - . � .- -- - - ",--..,.�,-��"..'��.�-1.��1--�l-'�.- ,­ .�/T��i""L'�l�"I'�-i".,---:�'�'������:,iim�l; ...... :.. \'i Ir II Ithic I ­­ �"--.�,�'ll",������������,.-,..--�-\ 771CLITTIF-97thilifil &JEJUGINVIIII.AtIol CiOmPANY' . - ­ WWT-YWA" "PLI .... F, 'j"i",-,­P­.B­ , - ­­�- - - - " " " '" "'" "' "' " , ­------- ------- - EL�cItIBIE14101"Calin " I'LozLinLue,�l, 'AI67 X C&1.�­1.WlX0111B` PRODUCT EVALU nQhjREPORT REPORT NO.: 20-072ill DATE- July 28, 2020 PRODUCT CATEGORY: Shatters PRODUCT SUB-CATEG011 Storm Parl,l PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: fillotial Prolaidion F,EQdjjG,"­LLC, 4800 SX 51 Street Daviii Fiohd&33314 1.,,BVREOSE�E �-Al This is a Product Evaluation Rer,ort issued by Walter A. Tillit, Jr, P.E. (System ID # 11306) to the Global Protection Products, LLC- Rule Chapter No. 61 G20-3, Method I 0 of the Florida Department of Business and Professional Regulation - This prol is being Issued an Evaluation Report as described herein, and has been venfled for compliance In accordance with the 2020 Seventh Edition Of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that requIredby the Code. This Product Evaluation Report shall be subject to review and revision In case lot a Building Code cll�arrl that may affect Its limitations and conditions 2 F-VIDENC,*,F­Si - - - ­ Q: WOME, � . "--E&-QP�UT-VALVATION DOCUMENT (PLE.Dj; Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thria 26 of 26 prepared by Tittel Iri sig nod and sealed by Walter A. Tillit, Jr- P. E.; dated 07,128/2020. This drawing Is an integral part 71,l Evaluation Report. ,010kul filip" ,�ll �R A. �/j I,, + Fill . ....... 4i jBF4 -� ... ... III - ­­ _ � SO-- T., oCEN,y1'.,iV1-1 � - i� g. I ,, I No, 44167 "It -* '* ­­ �­­ Rka,t,­L;'jA�Z� " tf,1n., It ,;-, I.-I'lz � q-t,";iii ,-, ,'F�",� 10p,ml,.,�,_l, ,r S 6155 Kill 36th$tr00T.Sldtc3O5,,Nfdunl Fkaids.1,11fiL6. FAboriii l305.)371-153(i- 19kQQUCT, RV, ��U�,�,�l�4,,U!Lt'�.9-R-�F�P'r,�lq'X.1,�tQ� .'QAEA&2.1 111 UJ111TREPORTSI Large mis;olo impact arl hopive load teAta waire lxerforflied LHIderr Prolocuisl 1TpS 201, 20,1 as per section 1626 of the Ficiflija dialtding Clotia, lj ifo . , , � n rrn statile loads as per TAS 202 Protocol Test ISARorts prepared by Hurricane Englinaaring & Testing, Inc., Roporm 4 96-560-4 dated 08/091996, #96-570 dated rr@.,14811q��e, R� � #96-T30 dated 09/20119CIR2 2-0 fir sta signed and sealed by Hector FOR- hilo-dina, P. E,, Fe oestration TILI rig LaboratOlry, I re. reports # 2QY2 dated 04 ILI li 99 -5 wid # 2126 dated 10/05LF19Q8 witnessed by Gilbert Diamond, P.E. and Report No, 0219.01-09, dated Ma roh 4� 200g, signed and selated by Edmundo, Lartgzaspada. P.E. and Henry Hattem, II Tel last report No. 9CIAII-11 Q-7 CA, QC Metallurgical, Inc., dated hilarch E 3. 20CQI siFlinied and sealed by Frank (3lintill RE, 4�k � �41­.! S , IT �! U C'"I't I RAL L E N G I N Ek � W IN, � i F ` Ill U ­ - IT - -QV5,A81"F.QN5; On 20 Gage Geleona�ed Sill Storn"T Partnil for orfaxiinurni pailoi liI V& dertlflil-;n wind load, ais alled� as TrricItArinufn anchor 91owinig id,!L, dlaliiiFil"11 I k)ad arld parea length based on rational and cOCAnparallivio argolysis, ari�!l In ��)"��r;,:�r,-tc�r,Lci�-)�L":��,tI section 161 6 of the Florida Buiidnai Code. Caiculatons DrE parea by Titfac,o, R-y-, I I I ' daW I V03JOR and J 03112J1 5, signed and seateo by Walter Is, Tillit, jr�, R E- 3. MISSILE IMPACT RESIST.AME; Large missile Impac., under section 1626 of the Florida Build!,"- CRI as per TAS 201 Protocol. 4. V-1119IND LOADS RrSISJ - ANQ&I, 20 Gage Galvanized - to- i Storm Parist has been verified Ann sumta3r wind Pressures. Maximum panelleirieflordiall be as Indicated On sholl 8, 10t T4, T15- 1 16,1 9, 25 wgrl 29 of 26 of Produlat Evaluation Document (II drawing li 20,476. i0eAdiolLini Ainchtuf Sparing shatil beaL.4 nidIcaill on sheets al '--I TIFI ii, : � 141, 1'5:, 17, 1118, 11irk, 20 26 and .2i 26,, of Pirrxillilot Elirt�Ljflwtion Document (P,F-.D,), drawling No, 210­17151, .5ll 11-0-TALLATIQN, I nEhajal�Opi S�IOF be Pcjr�,rrnerl .,Ellrictty in accordialtele with details indicated an shests 3 thI 1 0 fhru 120, 2`tj 2-4 and 28 of 26, of Product EvaluatkNg Docurnagnt (P.E,D.), drawing No. 20-174, Minimum separation to glass shall be as Indicated on sheet., 8. 14, 16, 215 and 26 of 26, of Product Evaluation D-Mument (P. E. D.), drawing No- 21I 76. .A.1-11IF1 1. r Will 4ET� � IN k"AiR , -�` , , ,­­ -ETIl ,,, .. T4t, -, " V. 4-- �� --N '. BPW- -- - . -� �iiL - lOilE. &P, � � I - - -, � S , - -F--.,"- ­ ,f ��­--- . � . ­ -I an, �� , NAk" �44 1I ­­ - j , � - -_­v, I -5, i � - � . �.rl M , , /,­ , la� ­,B - * ��t' Ar,'10 ­ � ., Z I - " - -- III .'a, 4� , �� q-U- 5, ...�� . ­ - ­t a , - r.-I ------ AL.U` Si V%��,� ­�t ir., � " .g. 1`C11- 1�1r-,­[VL�B, ", � � �, �,oj5 ­RI'L I g N V I , - - - " t" '� B R1v,('jC­-- 11NITA, A� I Qf1% ON : UA -,p rF,,,-,',l � , I, �,RRSE` . ! ;W � I ^ NED&RAL 831 A, ,NAl TWT PRECAST STONE. OR AgFrl CONCRETE �QIAIXS %,UCCE, OR, Nii SOIADS BE ABIISQ .Of kll�. M&AM-=-4RBlr­"kRh=-MMLMayM,1qh= N05114U NI ANICHLBAS St(Al Bf LONG tUeLIG. TO I'l III'V Al Viltucli,hifl� KIAIAXI R01 "WE101, I ril'Ol 1AAcL �4`i�MAA CIA .­� `�IAO�IUV Ig"IBUI-11-Y4 Wir"e'l VELIC) RtS fitut VUR[l rnq r,:,BV;B'ANA:17 11111 AIK`Qil INALk SE AS MENII)BOW IN s,) I IN III "I'ClAtill Til C< ),.20 4?T. 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I . ......... . . ...... � . .. �, ;�;,,�;���,���,�,,��,�,�'ll""I'l���ll,�,��,�������,��� , all pwi �� I ILOODA PIALDIN10 CirilDE I' � �i����Vi I I l ��­ r,� VJNAI -:I ��- � � "I��ll,",.,�.�...������9������ .,nac­ ­ . ...... .. ­- #*' , , 716-T = III-,= . . .... -,", , Fill � ill it�� �, � ,, -7 � 1:2:1:110'111110111�l � I At ll!:ill�i,il,ll�,��l,!11411�Z�,'I�� SINE. Flood l"ANILL I I T, jtl,�LpIlillit 3 : - 1L L"AIA IF" *1 , A : *1 g' � ­ . .... . .­­­ ­ '""'"'' ­­­1 ­­­­-, I VIT &:�t �1� V:V.� za FE " � i, 'L. 1, . . .. ''" B � ii, 0011I 'O � ,,,, - - I ..... �EC 0 I GLOGAL. FAFFOITC11ION P I � 111"I"I"I" ,Ct ,I M . 0.1 -::;�-,Ar9,---- .2 " 111"IfIrL � ..... . ... . RODUCTS, ULC, %, ;4" � If' '', I - B, o , ­ - � � CrILINQ FLOOR ", " CII I I III 1. IMM 5A FI 5I r ""- - _ AMC— ,1003ING 3�'N- r��Ip_t�­T." , , -I �l I If Tfy-cll -V­� � pla"'a ... WANT, lAw­ 1 1131�1 RIE-awl-M W,� LZ - � Fix": , W, aIl 4zC T 1 I�uQA, [AE,>�.7.6, I'l ivRrT@0A-RM ]I 20-116 I'll ! - �," ­"]­-­­.-­­- I CRALIA, El vill." ­1­111 - lV" - Cx-m-CAl ­., - All :: -� - - - 1 r ...... . RE I '. 1 -at+ ; --Z-:1stm . 0 n OL SFAI-N h­n/rAtr .,TnL , �-­ � ,� , ,,, :� - I I �" " I, ­ 4--el A -���' - -L-- 54-- , , ­1� - , I ----,-. .­­­-- �l ERUI'�UU- "1XAMQX..Al2�­2.4AA7UM � 6, MATERK-LCM13ACTE"I RCS AND SPECIFICA-TtO . W-S, Shall be strictly in accordance vidth General Notes teld i7k�mponel Milalated an she0 1 � 2 and 22 of 26, of Product EvcOuadon Document (P.E.D.11, drawing No.20-176. Anchor specifications shaill bo as indicated on slf�eets 1, 7 add 20 of 26, cfPrcduct Evaluation Doziament (RE,D), drawing No. ZO-176, 2 -1 7. LlMffAIIIQNS.Aliila-Q��� It 1 .,--'hall W strictly in complaince with Gwriaral Notes No. 1, 8 thrill 14- Indical , on stieet 1 of 26, as well as Gone -rat Notes # I thm 4 and 1 1 thru 16� indticalit'll on sheel 21 of 26 of Produir Evaluation Document JRE.D.), drawing No. 2G-176 prepired by Tilteco, Inc. and signisoli and sealil by Warter, A, Tillit, Jr,, P.E, 7,,2. "IrcEduct may be distaled within HIGH VELOCITY HURRIC,AITIE ZONES' as dinfirlixI On sectoli y=.2 of the Flancla Buflditig Cride 7-3 �Lroduct shaWorilly be Installed Intio paurod concriatia, concrete t0ack, and "a(; fra roe structures, Pr­-,lIl Evaluation Report prepared by Walter A. Tillh� Jr., P.E. (Flarida License No 24167), President of Tiltecur, Inc- lFlorlde CA-00136719), ,"i".7114-ti"', -1" N. Till -111i& ­ ­­V11- ,� . " - ,,- .-- � . i . 'Ell - , it ��` , - 'it- - . � .� . 1Z -'­ 4.- dlia.1 � �­il� �1111A`.­­ .... � .... ��­. ­ -*E I ­. - . -1,1-­.... T-* ! - - ,.".,* ; i I � tp ill, � i * ' I ,I I ,,L,gg - - IATE 0F' -�- `� ! ­��I. ,IIIIIL.. , �­-- � - =A S, ,� �� ­ 14, , p�, -�(IpiiEl� �, fC4,, "' � '�l 'al , gL a, �m,�����'­,­- = Of VI 0��TIL-PCO ArtMON RECOTArS 'I P F- FURPORAT �P % GILCAA1. PROTECTION PR0DljCTsjLC120GA1r- c4lit-aErt, 5TaL$TFIPJNIPA�4E�,rj9l'---�2C�-'k'R=��1,T#20472&(�1 0 ... . ......... ­­­ . . .... . ...... . . . "', 1,0111,1111111110,111,10 Afill 1% 11"'i-JI ,-EET- n.",,:yAA1I11 1141111111111 ���������������,������.�����������������������������,����������,���������� . .... .... � ........ ....'�,­­­ .................. . . . ......... ­­.-I.- III!, ......... ''11,111111 i�����1.0'1�"''Il�"IRIB,'f"�119�o 6, RNINIFTEEIRIIIII191 (ALIONIAlidy"1101, � .I..... - ­­ --- ------­ ­­-­­­-- - AbNLTEILA, EIL� T11; ELI "'E� ilifte-FO&ZLcul PROOK1 EVALUAT ON-REPQRI . L, - All kJNNEAAL 4'.6, ­6 Lmw",l REPORTNOI 20472' 7A.02 -- - - DATE: july, 27, 2i PRODUCT CATEGORY! Shutters PRODUCT SUB -CATEGORY: Storm Panels PROOUCTNAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; Global protpctLfm�,prg,dtiptl:..�l.;�,,,C 11 a N-) IZ, kdf� 5 I Street I)i Flonda,33314 Ik-EUMQSEjDF EVALVAT-10W Thig is aProd lid Evaluation Report issued. bly Walter A. Tllllt� Jr., P. E. (Systern ID 4 10=36) to the Global Protection Products, LLC, Rule Chapter No. � 61 G29-3, Method I D of the Florida Department of Bust ness and Professional Regulation, "rhis product is being issued an Evaluallon Report as diesoribed herein, and has beerivarified for Compliance in accordamewith the 2020 Seventh Edition of the Florida 80ding CcIde, and to verify that die Ditoduct Is for thei purpcise intended at Irl eqOvalent to thal required by 0de Cr-yk This Ficiduci EvaivatiliLlig Repaid shall,fie subject to rayiew arid re'viskon Tr Case oll a BEAking Code change, that may still OR lingdahons and conj�tlorls Zlsl�IZE-$ MITTM, ­Q-9-- Z-,t PIROMU EVALA)&WA-D-(-)C�-U-MENLtP-,E,D.). Drawing No. 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tiltelac, incl signed and sealed by Waiter A. . 9 Titfit. jr­ P,E.; dated 0712712020- This drawing is an integko ft-'atfors r � � Nation Report $1. f "', " - Z", ,,e \,­­ ....... L-7, ,,, , _,. _ `� . 'll _ - L ;�� -i�-,*"\,\F],ENS-t:- %�� -� �, i �t -� , � -S � 1� L- � -7- 1 - �e'.' �--- � ; `� ­-tyd'�­i4167 `� t: , ­ -. �� jr,jv'" = I IF � --� " L , �1,1�l` , * 2 n, �r - + L Z - ­­L ­-­ ­,­1T­,­,t�j--," ��,,a 1F _ k� 1Z IS 113 I 'li J. I g� ,EI , ,,�� :, 0 'g�l , t . , - 1, "i I ,, " r, I ' ,,, ", I ''Flonlio .� , ,,�,,T, $ le, I , I I I � Q % � . 11 ,tidsI lll �, , " ���l'SSN,'V�'..3iri�li'.'Ilt�t�, Suite 305, hiliaiiiii, Rokidn 33J66 - ftb�Biq- (. 7 1. I tillI,� 464�, 6WA - t 511 A ., � ., --­ -- -- -- -- --- - ------- --- - ; I ULAR & LIFE SAFETY ST9HQM-PANEj5 i-- --- -- q IsCid-7 1/2­1"� ! 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A� �Itlfl � ;;B11114Iiiii ... :�2�2.%­­1111­11� / I., �l I'�,�.��n�,�nn..-ni---�.�,-��,���,�.�--�--,�,-� FLORIDA OUALOONG CODE (HI , ���Vl Hu, llcwe Zz,rls ..l,5.­ ,,, ) I Al UAF I kllll� r �EUI ��,��Itiitlil I �,�,ft,�'lill�ll��t'li"'Hl��p",16"rl":, I I, r Im'', 0A ntLi Ili I At " All il I� SFQL L� IWCTF 'ItAlff I � �. " ,. " S� it I" I I 6, , , � � I 14,1,t�,J'f I,, �ZLM II61'C'1. �� . . I, . . 20 PACE I'At.VANILZED STEEL 51ILINF1 PANEL UNIL'q� I� , � � 1; 1XIII. lEgm- "- = * I *1 L '- - j_­�­' S, I, � ­ -:Plip ILI, ," ,, r' AL g� S , L I _ - - a 1:§L1. ATE 09� ­��­ DUML-r;-11 lia'-ESQUIM. X11 -f - - - * � - - jW-M , I 0. 'r , Y-1 � - 4 �1� ­ e 1'7 ' "" ­­­n- ­ -­ ---- = � � - . ---- i y I �' 111.1 I ECOINC� ltslo,IF a I LIT ­­ � I t1fluRt - 1i I 5 L PAITOTECTION PRODUCTS, LLC. B`TO �s --- - 11. � IATEI 1,� 1101W ONE 1, SC III CKC - - ij TQ - A-LN, rn _AC 'A - --311.l2LAANQ1 ,11'11'� .4K , I �Rl - ILE-El ! ji . � �� � "f!� .� RR`="u"`12XZ!`r.11��I -,-, A, g­AAl . , � ..­ ,.,,t :,,,., ,., .. - X -1 - , S - � 20­ I 76 I , 2 - dRAP-A0 ft� 110dil-­111 l=- - I'll 1, = bi U, I = � i i I =-'S�J�-"" �-2�t­­--, 1:0aw", � am, I ,LotTEA , VII i , AT M ­ A - , I it - -- , 'A -- ­- - - - ­­ I'-- W.� 9 illaf--- E=+­a-1 � . -,-�­-J­ BREEC I W , IE- - I- - � , � j . -� TftQP1K"VhJ1JAA �LN.WU��l�"�k�"C'.,N�OIL�;LQ--(,M'f�$)�Z 11 2.2-1=T REFORTS; Large missile impact ioad iiiI v,,gre plailfon-I under S8,TD 12-PV standaid as Per Section 1609A,2of the Fk,)rITIP, Building Godi UnIrform statliti p, .ad$ a,S &f Sexton 17G9.8.3, fin.-IrASTIM E-330 Tesl. reports prep ared b,� Arritirina In Testing Lab of South Flrrida� Repo�l # 0814,ol-01 dated io,�)IIAI vil�nessed b�'Wliliam R- I'villatiliter, P.E,. B­)rz Moril P.E. and Henry Haftem, P.E. and Report tl 021 9 01-09, dated Februery 26, 2009� sig ned- -and sealed by Edrnuodo Largaespade, P.E. and Henry Hattern, r-.E- Lal missile imparit arid cyclic I loadings per Prol TAS -RI1 & 2-03 as per ssEtion !609.1.2 of the Florida Building Code. Test RiBpBrt 1prer-,�-,f ed by A.-Twarcan Test I Lab of South Flonaa, Report No. 1123,01 .10, li NcI,,E,rrtbcr 23, 2010, signad and sealed by Julo E­ Gonzalez, P,E. Tensile test report No 9C�,�l-,�Y1,9�l�!P'��,(����(�:�,�,ile�ll�l�ir(,Ii,��,u�,�:rir�.,�l,a��L�dMLi�-ch'i��,,2(�i�".�g, , sir4rilr6dpndgeo�ed'�l������FrCi�l�l�4����"i!ilo,r F�:1,El,i!lai�p�eir,AC;Ttoi�:�-11:1���ri��)'T"erisill(.�,I"e��i$�i." �peracme�a��iurg�ri��ilr�4�l,�:)Clr"l��"I�'!"I�, IFIKM '!13-�L�,�,l),I'�edr)e��!,,,i�'�,�'T'�hic,rl,20"���'�i!;;k�IrmcI arid sealed by ,)a . ry, ":O���i,l��1141r���i�ic,i,,�"',E ����ip�l�,���,�4�',�vl'���l�a--A, I y i V-3-TRAVC-TURAL L:rWlfgL',F;�R�,t4.;,�S&I.�;.LJ�ATI-O-N'a: On 24 Gage Galvanized Sloa� Sbmn Pal for rnaximum loanel IEI va die5iqn , wind load, as well la�� maximilirri an(-hor spacing v,4.de�igiig wirid tuad and panpt length based on rationef and cornparaltive analysis, -and in accordance with saction 1604 of thri Flodda Bijilclirg ClSdi4 Calculat'ons piepared by Tilteco. Inc, dated 12,18110 and 08!27,113 (for this ra-vialoni, signed arid smnalod by Walter A Tillit, Jr., P.1i 3l, MIS11LEJ -MI RESISTANCE* Large rn�ssjfe Imparti under sec6,in 160B,1.2 of the Florida Bruldirl Codei,, as per SSTD 12-99 Standaid andTAS 2.011� 4lLW1-N0,IE0.AMRE4"1[F�,! '14FIC ,,, .T., ­ E,, �24 Gage GaIlvanized Fvtoliol Sloim Pairiell has �een velifteiri to ��u,gajlg,,,.Ajnd pressures, j08X,IrFjiLj.rj pal[rItAPI koilgilh sh0 be as Indicated on nil 3, 9, 10, 'I 1, , 12 and 17 Of 1,9 of Produd Evalu;'A011 DOCumer'il (F,1­,D-), drawirl No. 20-175, Maximum Anchor Spachl bl &,iL indit-ttated on shnats 5, 19� '10� FIT v� thl % and 18 of 119, of Prvduct Evaluatiwl Dor,ukl iP E.D), drawing No. 20-175. 1 24 Gage Galvanized ,AeW Storm Panel has bel verffii��,d fol c,:)de,.*r"optiEl to work as a non -porous storm rhirtl assembly, as pCir SSTD 1 2-99 Standard. 0 loull Biffile". Q A TQ flk,�. A1`i�'1.1­%If.0i"`1* `BA1, � � � , , , - � , -�jl. . ',5,�t,,� -- - , I �S, .. . . - TIE , 'o k " , ". �= �- - - , IS ­ - - -:� ,- , S .- � 1-1i67 ". 1 . Z ., ". �, 1L.- - I � I - � - " � - - �, ��Oyr" * .; * = - � � , ­­­- a --­�-S-:;-�-SlfiTT114 �,."$ Z- - , �p ii�i' - I '�FEI�,.",�,�; � , , Soll!�-� " � 11� , "" 1��,, ,,, '121, ��ilk"I,�V�:W " 11-k-` ! M�j�U.T-t�"lildtjl&,Iiox,Rziv�(lill,�A��Ll!�!(��,,..BA7.z7,wI 3 5-ARISTALA.-ATION InstaiHalion shall be �),Bi�t!�q���,r�:�i�l��:�4�rlc!l��,��I I ac,cordance'BIth dtotia05 indicarteld ali"I shil 3 ibrU A', 12 thru "I 8 I I 8, Of PilloildLOF Evaluahon Doclurnent (P.E,D,), drawing No, 20-175 NAInimium separation to,glaw., alI be asindicated on SheetI5 3, 6 11 3, 14, 15, 16 and 18 of 1 8� of Product Evaluation Docurnent (P,E-0,Li, draBiMing, No- 20-175. . 6. M P,T ER IAL. C HARACn-RI , -STtQS AND �SPeCIFjGA'n0N_S_; Shall be strictly In amt,irdarticewith General Nol and Components Indicated on shoet 4 and 2-ij I 8, of P'llmduct Evaluation Document (P,E.D. ), drawing No, 20-176. A oull specifications shal I his s.i indlca�t:,! IF u I s.lieet i of 1 8, of Product, Evolualion Dc.1cument (P.F.D� ��, drawiri No. '4F(l­'I75, I 1 7. I,,1N1`r,A"VFi-1'lIq*�,AF I ) COMATIf'"'Ill'15 PELOU., 7. 1 � C,fell Llaat�)City in (L,Iorupl1arfoe w4h General Notes Na� 1, S thru 14, Indicated on sheel't Otte- of Product Evaluatj�rg Driltnimow FRED,), drawing No. 20-17a prepared by Tifleccil Inc. anrl signW and sealed by Walter A Tillit Jr., P-E. TZ Product shall not be instalked within HIGH VELOCIrTHURRICANE ZONES asidefiledonsectic �zG72n-�2ofl,ftr,-Floq'da.Buikl,in9c�t-)de. 73- Product shall I be installed into poured ".rcrate, concrete block., and ";�;d ftallnestructall Prodo(il! Evaluaktio Pei proparwd to' 10ill'aFfIr,ar,'rillit Ji, P E-, fiEladde [Joerval I , � No. -114487i, PresiderI nl'Mte,co, Inc �!Fliridida CA-0013� i(Ir a,,,,,,T,-.,­­,,l,l 1, , lr,,� ­ ""I , - " - f, EN, � ,,, �� I-S B- I 1� '. � -, - �� , ­ - - � 1 .. �� ­ � -- - � : , : � . I,, . 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V � - � Ii . e E'. , titill"M PAl �`W-UEEEJATIEEN AT WALLS ill , I , z : � S SiEl Lil VARIATIONS WITI-A 3/4- � , z W - * ; = . ' . = -_ - - FLOR11i 13U ILOING CODE (Mon H h _ Vil It HU-1i ZoPtill SWFOF - �_� - , El C SE E IPLAN) !�ASE E (PL& - - EE,wm; ft.;,l= Ell I 24 WE GNEVOIZED STEEL TfORM PIXI ' � ,EE sr., � !I ;A-_j' SCIll I/4'0` f-i-73i 't=n,moll, ,.::E�4_Yl I , S� I I - l','lli.�-]F;N,wmoml*,-.IftizgmmammE2.1 =',, ,14_W'KW.1=,bM1MX`P 'rr � I , F'W I � ZI 1! XUO,R�fin il3mi:;I�isimaw-itfl;im",IW,41ill:qmulit.-�lf-log�l!;Nl-lziMRIMitisiosi�o -11:11MIUS. Ogg �M M Plamim�UMP-MW�illill�alwwffimzdqm�l-ti� 'o-EL'it-mc;,Im--,--i�-li-E-M,i,m"-..;;llm:wI 111.11,11,111,111,11,'ll""I'll""I�ll,�������������������������������������������- MAX Ar-S101 ­11-ELE-1--i.. .,�".��,,��.�1.111.�.-,.--�-..������,��������,�����,��,�.11�,.�I.I.I..�,,��,,l.--,,P-�,�,,�'..�,�'ll"��,,��,�,��,����,���.1-1 MAmEmVM ANEC"i VAIC1,40 i Lot. . k! SIREINN ON SEWS I'M T _.l.; , EEE_"'_­Ei M111111iihit[AA DIESE'N plitt's"E PA it 6 _­ __.. ____ .___.­__T_ ­­ E PMELPATE PA044MATM I �Z,��,., nN 0 a � PANIE1. I'Sticil Ill I rill ('`7 - - TAPCON LAG 5ORN WOOD ausimmic PEU&I DD AiLLE; i - , or ii pt') ­ I ir 13, . IZ7 ., - sw (roft) if ­ � I 1. __ 1:)" �___ - - , - is, . 1- TEN (Wrrol 1 K ;12, __ t/2- ____ is 1/2" - - ___S;�� 9 ___ - I Vz_ _ --- ;11W Oil r- - . - - --- Ill -;Elll� - - 1 - 1. - Lfr -c ___ g . ,'A- , 1 - - __ __ _� -iiii EIN toOPT ,I 51 _O� __ - r - ___ I --or ___ ____ - - - - or- __ �6I6 I � _­ - - - I LM ___ 61 i � - __ - CIE . __ - I . - 91 . It. a" �� iri� I I -1. ­ ____ - - - _­ -_ ­_ _1 - I,� , -, foll - -1. ,E3, ­ -- 6A ,3 - � -1 � r .i�*� .... . $3 . . _�7, __ -".. � - - - A. El - i , -,-- (III CESS - ­ L3, - � - - - ___15". . - - - I ur 1­1 _11-1-1-1- � T3, E E 'i - - - 1W pl:ml I _._­_._..... - - - 113, %A: ,3- � I 6' IW (90'i - ----- - 0 112- ___ _ . A t/"- 1 1. _i�L - 6 /2:� . ____ . , ,F, - I __ __ I , , 6 1/1, __E - ­ 11 I - 2W EI - -, __L ___ 8 114- "T�?' _ - - - _____ - ____ ___ $2 vw, 6 ,/.- , -.1. r 2W (6 - ?",Lt� __ - � A 1/2- ­_­ . . ,,, 4. .1. .1 ­1 ­­ � 6 i/7* 1-1.1 - -­ - so ITION __ � ____ 14,-V __ __ r- - 6 V2, - __ �__ _, - - -1 ­1­­­_._­ �,_!!T 11- 1/2, ll� � - ___ - MORONI I - -1 �r I _* 'i����,'���:,�-�-1:---,"��.�l�"�"�� --�- ------- ___ �-- � -- - ,EE . ­ ­­ 110i I ---- L - '2,1z, .1 E �j;--- � , , � .� � �L. .1 I III . - - 1� _131E, 1 � ii- ­_ I ... - . . . .. ­ 11 - SEE TABLE #1 rW li A.S.D. DE" LOADS & MAI Pol LENGMS WHEN 5 USEDL CORRIESPONIVING ONLY TO ALTERNATE 2W ON SPR� 6 --.= MAX A,5D, ucizlti I ... . .. . .......... PmmE7SLImmr mil y - w4EOEE� WXMLN AW-NORS ILEUSpli 1 I SPACOK, LAO SCREV "I-, FOP, III - AS r-killi " 11 I . S * I - __ — I , PINNELMAI � P-Lw-�w.' E 1 WOM RI FTAAAAJI 01 � - - I AA'AE 1 - — 7IZZ 71, ALTERNAI I & AKW COA61NIE OF ­P4FM 11 SAVEIEl 1 PANEL ; LE,l I � - - 1 L It, 11 _ Ey I_n I r I _- r i I 13* �-_­-- ,w jTOP) Ili 1 - Ir _ - , - 13' __ - � r � 1i . 13 � I 1. I imill, �iiol I _____ � ./E­ - 6 1/2" __ _ ... - 6 IJ2. � a 2E��2' ___ (TOP) i ___ - ___ ­ . - - - - - ---.,- - - E, 1 �7' - - - - - _____ �. : _- IS � - 6 ,/4' jq- a - ' _____ - - - I - - - I!- _f - i ., I - I - __ .-.-,-. - 7W (III 'll, . ____ -- 3! (T?7) - __&� . � 5 L& i -1/7--- f___ ��A - - ill - - __ 13 . I - .- i A - - ____i_ ___- ______ -_ i3l- __t___ f-3- . 13' 3W (gotTall I 410 Vop� . . � I ­45, -45 Tr I I 'j. - . I - - ___­__ __ ____ = . 1 - 1 13' I,' . . � I- All �W_Ao 2 T? -75, -It 15- ,�. a, I ,1� .- I 77� IW (Tcp) � i I I ____ - Rj- ___ � - 1Y 4____ - 1 J7 "`�_ I �!/" - --- I!-�TIOI I I I ________.___ it I/'- ., 6 I � Ii I ­-_ - ­ I, 1/2 - I 9 gl !� "��' I I I L_' -­-'-,'­L­,.-__,_ - �0 - . - , ,10, ;!, � L ,,, __ � $ Y' it � .. � " 4___E..-. , - I i ,,,, .. .. ,, I Ih I ,,,,I, .. . �. .I I.. .. I r- - �.1 ... � ­��!_"�4r­­j - ___­__ .i - - "'IE 6 t/4, 1� To- i 'a t", ­1 ­­­.- I - � � - ,______r, � , I... . � .. �J, it:, I'. � ! 17. � - .1 1. �l` - � - _1 L T_ ,,, . � lit, � iiE �l "EV, - ­ - � �i�.. -- I- "� , L_ ?.* (DGTE,I�I ­­­ - IN Ifo'�l .­­­ � IW MWIllull � -- � � , i t�lmp��l m�" ;," ,",. � � __,-, I - . .. ,�- :.. . . I ,I- __�L].­ , - .. . - . .1 I u* I __,11�._._ __,.E�__EEE.X1j ... . ­J - -_ SEE TABLE fl FOR WAK, A.S.D. DESrN LOADS & �JAX PANEL LiEl WHEN SPAl 11 UE CORRESPONCI DAILY TO ALTIRNAT 21AI ON SHM 6 , I .. - .... RME ii t A,S,O. OESM Ull - - WN-am pNIEL LDII 40 PSF OR LESS S.--4V -------- > 40 PSF TO 50 PSF � V-V L!_11BF7 TO 11-0 PSI 4 MAX PlIOMIL LEII ARVOKLY VAUD FOR *6704101)1`4 W/ tiii'ANEEI, MKIT FEWLE ilr�'I ON PANEL MOTE, PLUSS ANIC41DIRS i& WEla!ve"a I .l Q,r,. ­ .- - - __­ .___­­._­­___,._ I N, UETALS EQfl__Uff_A5 AEM=_PANf.LE(j) I � � i INTO POUREQ CONMTE OR C O)CREIE BLOCK 5IRUCTURES I I ,/�. TWCON EV5-09 P10(i ,/1" 1-pumi - - EXIISTING POUll � . . . E ! ANI & 0, El ftwc� OR ANOMOR 9 V, 0 � CONCRETE 09 X1 �, CONCRETE auni � � toll EILOt* i _ __ RECOVIE, �!,_ t wol,All - ;' , � ,J-' I . 12p. f ., ,,I 11 � � �,,!:It �.Ii,,��EEEL_) ."i'l . 41, - �`, -1 _4�- 1 _�� �_, � " t, ,�� 11 -Y"A � , I - , I,,-- 114" �­El,__..... 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I iP � .1 I - � � 11 . � ------- __T�_ �, I ",qT , - __ __ ______ __ __ - - 4 �_ - .� - � __ 7- ai� � �� F7 ___ - � � A -_ I __ - I - ;-4 - an Oil � r _�� -1 . .- -- (5zf EE,FRI�N E]EI k LEI—, - - __ � F �ELATNE ii L", S4,Eiil Rr� - m /Id, L*�_ �! - Z I Fill ' ,I& - MP . '" � '-S 2009 1"­2 HAtil 'i !��V _-� � 4, —ELEVAIDN I ....E`,Lj, I � ., _1]__ Uk_pj�k . � N_[ _ I_M ('f ) I,- I�ck T,�. "'I" 11�,,'_ I' I : I,, Ail, 1,AFI I 4 . I :�:! 1EN!1%Rw i-Ail . ""r R I " ,I I'l vi IINUARI) 1, , 11, I— - -.—IT � - 171— r I �,—;,Nlg,K—I,—� . .... pi—lie'lit.. - *k--,-7— 'O I `:_,::!��'� "! I, `R___ Ill" A -1 � / Itil" , A, litil � A, "RI7,'Mol , / A...", -liu.i.Ill " . _/. ::!:_ - Al q;^rt T­ _ -TION_ - SE�, . A —A 5�7,el -_�,,_--­ _,All �7� ft W E N I JIE F_= R I NJ 132 Ill I ENGINrE.ERING EXPRESSO PRODUCT EVALUATIll FtEPORT Sinittiltenher $5, 2020 AfrielciAl Nurribire- 121W, - P2 EX PeAl thahl 2D41543 Fiffdoct blanufarArser Alt Aternishoso Sli0ferv, arel Glass Manufacturer Adiffiess I W Donna Road Wag Palm Beach FL33400 ProducliNarnabOres"Mon 24I Gallainized Steel Skirm Parielle Large FARI Impact Resisharr: Scall of Eval"arfibri". This Ptisduct 9-�lftkmg�n Papar Es lailiflill issired 41 acctedarl with the requirefriants offlar Florida Department of B;Mffm=- and ProbaIlsorrial Regulation (Ffor�" Building Co.-Wre.--uoi PuLaChapireir 61GZD-3 WS, F,AC � fierstadenince, acceptance pot Method 1pri TheprOd-trionadlaistee, has been I"sdiirAimevawKqla%5417vilmr5zoAheroviito,zho�m,tr,TMfioncu*lhtn,.FtmolluMmUCodp Sateenth ECIUMME (20M and It, to INER Ifurpose intended, in least equoliatere to that Laquirred by the CAme Re-mlardion sLA ON. fir.,cdIl shall K,R requil lolkeilrj:� poinnerill Fflutdra Suflieng Code rincurfiNcirlbliaRris of rairuricre substantOdIng Darill A _P822_y_CT_Ey&WMXP_1N9I EX arrairsingLIKED-31543 fided -24ga Galvanized Slaill Stol Pon" (HVHZ & son,tiVell)', shfigeatIS, prapaulia he Engesentruxt Express, signed & seated by Frank Bennardal P E is aq crivegra, part of fees Evaluation Report . TEST REPORTS Uniform slartic structural parilloirmance has been tested in fit;oordlince vath TAS 202 last Standards pot test Rapti SBT-ASG-17-001 by Btackwater Testing, Inc Large intial impact resistance and cyclic loading iferiblunarel IT its been tersted Iti accutdonce with 7AS 20I and TAS 203 pill standards per test leporpSi #ST-fi T 7-001 by Blat"ter, Testing � trio. . §jffkGjqK&Mjg�jG�i.gALqqLA,noNs Sh uehl ongfrilitirfinEt cifibAliffilreirs firl exert propelled whtch rAliall the produ41 bosen on ,RivEparrilhiet arrinillriq ONAidintarialyers to rpAl the Winning dil lAcerin I INAEFARTrafrT, Allorriaerle Speris 2 tokerrejoi Atherishle Sli 3� MimnerrPROIEREsSelpaleficHn 4 ArwhiME Sixiii ISD SW 12- AVENUE SUITE 106, UttrElfto NfAEN. FLORIDA 33442 1954 I 3541�05130 1 (856) 1W99910 TIA14I.MEMC,INEtR;NC,C�.PRES$t,CCM ElitimilfaINGEYPPeSsIcom - . 11- - -1. E1,, , - / , I , , "'I'll, �, _. ­'" � `X "I __ I i-- - I ­.r - - I- - . , , - ­. - 1:z - 1'1/ y - , - � , - I-= I , __ � .- - . - I � -1 �� I.-Fel Ell - ,_ "Air" ,,, 0 2 'I ez i I i, I ; il IF, � - �. �, I- , -- ­ _� ilill- , A�� A, - 1. I- -11 -1 .11 , ,�! Itl F 'I"", l`1fAt4"tFK4W 1 7,41�t� - ll�,AF - q 'A" A_ "Ic Rl � - I I � 11 IF i �; I I -.- r, �'r � If �` ­ � � - 0 1 -1 I cr I 4 �­' W �_, , ), X ir 57 - L_ I "" Z,Z ,A�_ � r .A.".. -.1-1A.L. C-l'i Row"I ­A�Ll_ A I- - -- - If. - rT`IEA'.i71S1:1 . 7lill Ii AIR- el!, , - ,��� , O, I r'� I � I �, `_1 I7,I14- ko", i 7 40� - I � I I li� IIER I I `/ �:, ! Arl"11 - It ATIRA, ME F,,II � I - �4 t! b -L-ill 1�''z,l ��I-Imll =__ - ,�, vii � . - 4 " i ILL -11 ,,71 I ��- , HAIR V II�� " "El �A_ it, ­111 t. , A Arr�4 �� 7--r If It lI-�� I A � It , it, I '' i ,, IAIRFI; F: ,�� I 111.11,111, i I I'll, Fill � 2i, t A 1. I "'I', IA� 11, I* �<-,- MAI fO RE INST-L, "I At rLACI II4`1I1F41EEt,, ` ,+i-'_1_ AFLAFAT�� it- PR.1_711',F0 Wl REAf fANPL__ 10 1"A1�11-r"ITir HISTALLSI tr WITEND0 I Fri E , WI47TAL­�-- rEO34 AISIC' e'Er �,"4ut'.111i I ­ --- I bnm�;i� I � I � ( I ! JERINQ04 OF w � __ L . I. -A 1qARr_ !�'EIFHM Pill TIL;U4 T, M -_ 37AW � 'eit;E"':, 7v,� Pit erniIJISA I CQTI�I!ilr, U C$ L_ I It"I I (I", I ;171`40 FIELLIIL�1� 5�tl kLx,kTS Elf- CCRN.NF_c--F_D 1�,, ih�70V IN-Cf QTIIiERAII�:- A, 4�T��,­ fiiAP %) Sit INIlE E�E W�O'Xvtf, AT REV T,r 5I ! -1i E, I I 1,I), F FIf PAOFFI� .HE I�1111,16111,1'�­�re TO PCTIFat -WM �_­ _=VC% FAIAI4 ,`Ot�� C�7 "'R"'r, IN51",i, M-, ol", l,E'H'*,ltf1-_`Al ri E7 �,H '� � 4_0K 3, 4 - ,',I,,', I I 1'0ML-Sf_'Q � Al IN',E) I'lippijI, StEgTiAti � � - 31RAL"R i'll Ti '�,- FEF�R:DMR'� Mii� 6lf Air EITHER OF T-,,,--I I E�,'Lj",'RAjl"T I li��ll Qr �,W� FAil I 14) tA, ,_�Ii I -A' C-Ai i'ATEIIS AAL Rior �Allr,cimi:) ,(-, c,�rt�]_v �Olt��__i - F ­1 __ - fALI - - � LEAR 11 I Iiiflii AT firilmI 1-1 11A= -�AF . , i�Z: tf I.Iifl-elri 7,1 13011104A TRACE, �­I­ --- Oal �_ ­iTE i!i AB011E of" �,IAII, I!A�ic _"O"'Ec7�OE- �_ ___ �Nii_ - - - S� TEAA'� Vill 01_C.,01 A'1 AIII PANEE� I L� 1 4, ­,7, � A-­"`1 Ofial VAI .� t-011 il SO= 1, " O,) , 70 - -� i 1 I.- ___ I E F,J G I NEE E R !E�W'�_-- I et . Pjagel,II All Annitinefin Shauro and Glass - 24ga 641tiarh7ed SIM Stum Pariele Nin 33% Increase in alliferimble aluees has barcalissuld in The design of fts product, Sepialatoon, froin gliforl not roduflud! Tot Wisruirshorric rAAoUXE 04 MA"d gone 4 and essintrilifil facft,ft Impact Resilistance. Large Irripact Resislall loss bourn, derrinonsualot al evidenced to Firrifiourstill, failed fear roccilife), and IS accounted lot Urr the antitrottering design of Eles ptoduct. fflindLoad Resistance The product has been designed In Hasell RiAnd loal as indicated In the spent schredukilsi or. Live Lespectinie, Product Evaltriation Docurpent (fill anguralunning difaviting) Installation TYPES product shall be rinstall in strict =arripual with its respective Product Evaluratinit, Docurrient if Sr engireael drawing). ating vAth all corritionarvin nolaid thetain. Product cornponeirds shall be of 1" material wtlecilfiad in that product s respective Product evakm--._wl Docurneni (i.e. vVinvil dousing) Limitations & Conditions of Usa. Use fell tinEducl shall be Re sit" acC.lErdArwEql AlAt! PET, respective lPiIii::�d�ijIA!Ev,nkjaftIofi DRACurrAl f IiI eirguneriltrig drawilwa) as rinkid ERSErEFIO Pot suppretl host Strudierifil, Shall be docianad i resurdaill Super tinifirRitirld eads and shall be We ordensill hood In flus prodirlit's respective anchor schadErrill Tkier structuto con'diblo"s which art Oil IAAA:*;xFad W In line, produl Esigpootor HiNFRIEFFEIr schedule Sheirl bo deNuirred tot on a wtia,spituilic banner OR a agOlarriad lublerrisforeal angmer All cornponents, which are parrearrently insfallied shall To pratecled against cocraslarl cornhustrulas ac- art-. chain such damage A all threl Thia, Product has been itesigned fil use -,elh.n and oranwde the High Velocity Hurricane Zon ii IE00'ril R,MSIIIM�kfully, I � I - `- � , _�`­E, - ` _: � -- , I, �­L_Se'­�l I - I I :� I, if , -- ,lif ,,,,��!­ 11111, - , L� : , cil Ii"'Ce ", , !I'll ­�'',,,!�t � ­ ,­_'­_--­, Frank FICITILITAtIR, Pli ENGINIEERBSEII Exintitirzss's aPF,fl(I4lA54AR I Ceti AHIh 118i 160 Site J2" A,l,ritil Sut-E 1106,, DEEP-111i BEACH, PLORLDA 33442 (954) 35 -__6 i i 396-9999 -O. ­� IIII � ' TEAM, 1 - OF-IAG MIZ I" CEAPail E-GIMIEZ-FTHIE�PRESS COLA - - - �­ ­­'1-1;1 ­11-1 - qq - ­', - -� '­ _ I.- I -, � � I I- -1 __ - . - , � � ,F - " - ./� " _�- / /I /I 11 ZA � � � ,9!99� W- / " - � - ;iy -I I = ` ­ ;ItTl_­_ � -_ ,__� — - " , ____ __ - E" IN 11 `,E - - ;; - - � - - , - I .-. 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LIMAY14- ;� ' ' �"A __ I" I el-0, A,", I " , / j i e I Ell I III � I';., 4"'l, , 11"i!", , �',!��lf�" .1 F, AT Ari� I. :rr- . � A 5 A, .� . � �I,II ­1_1 Fli `,111�., " I �":�, ,IF 11 lt� I, III � '40" 1.4 . . - I- / � �, � , , T­­ __4 :� u, F, WilloqKAFTIAWN F, CIIII " L - �L,O, cc­�- - - i iv ­­� I - --1 , ll,� -, 0, /-� ,�� I,"; _­', __ I -1, :1 Ir _1 ­­ 1. - .�­ 11 .1.1 11�1. I !;I- ,I,.`.t�r __ � ON MIL EkIly. - � `,L ! .� .1 ��r. "`E 4_7 - - ­� liwIl r CV111 I K�:�rl. 1 1777L , ­ 'i - �­ 'I �,*,�i �" I , _� q f - T \ V'L� - ,A;731 _�.`Fr . � -r- 41 ;"A A`V'91 11 0 � . Ii " 1--roly-I - �I 11 of, I � - `FF-11", 1'01'� I � ,�M­LL - \ ,L'�R 0.qvror&�- - - qatli IF; IWIll-ft-K n�= I � ­ , [bl�M-UTIMIETS-F�21i ,5.01U_2 Oln--.'r7-7Z--40�-C-�.�$.IQRN�,,PAAL-'�t,' LN10 _ Q Ni RK E-80 TOURRED C NPRjTF_, D .Q4 .1 KK ARD--�(Q-Q-Q--$—TR,,I),",Q�IQ-RES I J __ I �-- - .�­­ ­_ ipl= I ,� � CONCRIIIIE IIIIIII ! � T_ . ., -4,. Alipcow . 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ANI, r -L 1: I � , . j l � El P � 11 " rAE win %%) - a A ` iii I � � - I Z_ I El;?, if I I i/I 0 4 AN' A "I At � F � ill Flor Fell, R �� ,U, j I �l � 9 ,,Ill,,, 1111, I 0, � , �� N 11i-!Er ANADE I jl� Ea A Al rtkml � I s � &'R AIR �� jil I!, � , Z�� I, - 11 ARjT Iet �-- I�!!11�� il, IF 41111 E,, , r - j/1 Ll � I - I, �, 'RE'EAV RAO TITO, il _-� I L 'L I q - AlLuNtirrill ARE, 'i A , , r";;�'Rt ��[ i t ,_ II OWL 9 I I r - 1_1 ,,Rl a i , I I L r. I r. ,E � " A , - I - Fr r E I, M -� - �� - L III - r I I , � I " - L", e_ii I- 1, I a , , __E' : . � i z ; I - .0 -, r, I ; MAX LF--,T- " " I 't L - i - - , PAIFL te,ILA4 It III til ,� ,,, ; �� "I'lo. I' - N I " , . ,A I ! I, - I ; , � 1, 4 r ­ - ____ �_ i - R, - 11 I- __ " -T - - - &=- I i A �* if,, __ L­'.TPNVl i; i " ,I - 11 � - t � 4 '.'.I GLIA5S I v - i-- Ii � - �SIFIARWNIRXAI -9 FAE ­!?�� III I - - I -,C, GvFzs� � ,_t --A �:-, � I I It- � __ 50% 0 , � L s - 0 . I : ;� - - Or V I I I ; CL , zi III- ff I a it . ,� I to I � I �� :7T, ­71 ... i - I . � :1, .. ,..� , 1 7; 0 I.77 I N E , . � i I . .7 . - - I � , � r V i:� IT __P:­OH I , .- __ __­ il � i , ti I 1IOR ___� L I I � . — I 11, OF; � I iLl I — __ I I I L ll� �/ r � i I , I, 5AOAfARAlII!lIIl`M­ �_ I , , — ,mi; .� ,�.,!!: .. . i T � -A-. TIARE ;:L� ;_ tibi : ,��:�� : A"re-W le LAI` il", jMthilli RIOQA�ED �04RA*Ir OR - !CNEERtEf. ft0l EfINA Rt D A L-y2mKII& SECILDfill � �cw L- "'ill 1 - __ __ __ _.. , - - & 11-M L*MIIN- PAI L-EM-Glf, I 5� I - POR fil _. _ 'L . � NSTALLATIII(h4 Arli OYI V�il _ Al - OCSIGE Sirl BE 2­6' - �FEES-�LIIRL EWING . l' - Ad 0 v ii I AND ', ,0- Al _ I All LEEIdGTH 1. 21 rok sby ii FRAWRE C--14STh ON Prol tiEmOLPS III BE SOTIPAI�ERN nri,if No 2, RL/ 5,,FECI�IC LKE49T), OF 0 &5 017 EEAJ:AL_ __ __ : TQ;,�,,. - I Ell N 4111�'l 'I -!� , ,_ I), 441bi *;I lit 1, � - * � i. ST."I'L 01;� 11 11�_ ,`� D;.i - - - """ -ii , F:! ,7* - - 11 1� ALL AMERICAN SHUTTERS AND GLASS I f24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON -HVHZ) [ , --- �_ _�PIVIDTHUNUMDED F,�RPI.TOIFAUNMI�EFREPO" Ir- , _t TTY MOEFIFF (C'ni 11 RE �_ T-15I MO -"'a) SCC77CHTSI -I- L_ - - C1,11c'01iiii. El ,I) STTTr 14 i _� Ell ill H AHASI I ENE 0 _7 " __ Nu r's P. . , 'AiTffl AsTeval 1%, __T I f I I T I , EflidE- R LA,-E V 1 In ry, � PAIEN II L I s l - / uE12 - I .1 , APPIE,OPubel 'PAN TABLE I zljv�' I .� t : - I 3 i i�5 I . M TE� I 8 T - . . ______ T - � 8 . I � - I � � . I I . n �_ ! =_ �, II4 I I - - I i r-K 156- R� - - a I I I y � � i I - , "" � I � I I I I � I I I Ill i � ; t I ! I I -- -I -r.-zii a, � � I I 'I I I , -�� 15DITTV I 111cuat / L �, r ! f , IS , )! ! 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COEDUlk r-1 �N` -A- Iiq -7O'i OEIAJERATt�.Irr FA130 TEQI III fIE(tillitti - ! A�,Il �TO 0+,E��AM� I-,, RELILILAE-D, - I : tRilitit I A 6 � !,��,Rt - irki ArKEIIIIJIF 0 � , r ar - , � '. EK,IO li A SiDirl,ri WAU-MOUl &UBMINE EzIW SCALE 3/8� I' � f"LORIDA III U-41I CIDDEE iiiii dfi;t­- VIHEC:�, ro_­L�iilu ,_�­ - .. L � - ,_�. - E __ . - r- GALVANIZED STEEL STORIll PAPER 1 �� E �A It - . - _l - __ � � S - - . E . KTTJF­ . - � . 4 1 UE _C0 . � IGUMAL PROTECTION PRODUCTS, U_C.'9 ___ �­ � I 1110A 11 M L� -, `�. � A ,,,! Emilmrij- zoil, 9 A ! III a ­- — Ml rMAi''r I- � , � 1 20- 4 1k -i till ,Fit ,� Ill - - - _HW_,` .1. 1.'r4,A1R 11- I . 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VALUES IJALED Fekeihi MA.Aft, . XESEi AS SHCAVE1 1 4 f I P. RE 5 I i GENERAL 1140TES: ;: TZ it; U) AR�M SNALI WE fAtARSAIFFEA oJ , UT I - I OE R4Kmgui,,� CoDi 0 Le In MWIESDIRIFF -1OF TO _W Hil prin 00 �TSACTCA fiMALLJIMIEBrilisill i1p, " . AN Emwei�- 4"1� ft, '- HE Pill MAY RECARRE ;raw, 'A III 4j.9 BEEN i'vero IN -E L9 I r1ft TF_- MATI-_-i 'I USSID SHALL BE fiES"511i 3 FiAli TV THAI VIESonri WRICH 71 0 COFTNIAl - . E tt Ill I MUNI 11, E , S5 Ej S, A, ..! ED AATT.� liE Nr 14CALCLIAT1011I ll Fi O EOMEI NOT PrIE"I"', It iO:M;PfT;qN5 A��4-.. 'Ro" �Q ;q fj t . I �! -- I "' 5flaarliaNEZR On RstinTkifil _. I li KUMF ii 11�_ 0KX IN SAltif, �T, K-1-oldurt TVITEVI � 516 W It ff :, A, PRE"i DILEIM0 MY A L5 SARNILT i ]OAUTE � � 4 Lsoa"am,"mag dzv,.,?%-,.A Tv,_Aw u LA . � 6 6 I; LXP,�f.(,�'nONWII!�TAN'rOl�L71r.P,IAL,iJ4t),Z,�ALI,r,r,MPLI�Vtl�(4-1�PEaFICIA7ICQA , Z: � I FOR .14MINII STINUMPitrVi UtEni 3 a BY THE AlVitAtfUl ittiscici , %. t Dic &ANV APPUIAMLE aNNEAR, orol AMDOAI L'K�L CODES I? 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I IN "EMBEII IMP DISSIMILAR MATHEOFF-S 1-1 `EFlEl- I,Elff­�IMPT a4 E#X�INEElt SEAL AFFIXED HERETO -,A' III _�-RMCVOI W-NDWAI 5 P I ,jP � 1 5HORINONLY U ECFTH[55PEU�ICAn�,WUY�NTMACFOP-ML.L AM HARMLESS IHES EINGWER EnA �IiiEE-1 b1=12I 1 11"IDELINIFTEI 4 [MARAGES SA NICLUDING LeGAL ii APPELLATE FEE; FRIM&LOal WOR MATINIAL L SEITENC C�Cnl:,N,$CO;45TR'riCTE�F.�Etk----EU;�M.fiDT)iAI­ MicinerEcil � R - ladlip I I � WK�lmisfALLM�ClklVL,:�C���-�A�E,AFE��PL�r-.�-,-��o�, 0M One Or TE0:5 PLAN Ili V)�elITAIE,PRe'.%gLVPROW.�DHEmn,weA�j.-fti-�At I � ;I CUREM"'A'"ar AIR RINI JAMATIO ARK114TIEVENI re AFTTTHA'n��S7RIZ, Arrit'"Orts t�ROI�Igpl.t..,.-�-�,-�K���.�t�T41 Ali riny He IHHETIR�Iilitlrl PAAALIVATIr EARS CfRrAAr�rrc11 1109 ill 'I R?t PANE �[,�l,���lil�,�l��l�,�MOMI�l,�5E�'ErT",!,Mg�,�1,1,,.M,wl�F,�����,Al�ik!T I 6FIRRET, ,FRAE Ar � GTUV�FFElErAie4ErWTAA_MKOi I EVIRI I I 1 DI'Elkiri , ,kiri.lK � I LIHEI,�'!.�c��.T 1PIROVAL 1�jlr ll,� I iiiii-IMENE- I ,� -----I'- �__ —I, 1 VISIT ECALIC.10031643 fee$' ffiftimmme - . m I RA, �_ It7"t-, OZIll - - - I; "I il - . . .-I -1--il `;A� ­,,,-- ki- lti§_ " .: -Mat al_ offlonill ]III M 1� - - i,-.—MET-�NFEU.— - r"' I I ill ilitEXIA"t-It, ­43 I" l MINIMUM ALL0"PRABLE SPI SCHEDULE IF _­--�- �, E. 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I I 7--_ - I F, - �, � -, I , I I 3 , � I - - 1AL__,_ 1; ­� %AIIACil ,ACIF �It SELL' 1Er_-RI_Ut',;, F`IiA,T,.*%E�� �HA K ij 1 AFIflf�' `�Eri:�l �; " : �:A gt�ql �� " ;�91 � � I - ,. , , - % , . -, -1 - __ . - - , � , - -, I - IM a L-L-C-It- - - - - � --- � . � __ - I- I--! - m2, � - - �11E`] Eii,rF il-Irl-11-�L ;' 'I I" 'VA4 � ',; Dt-0 �,Ti,tI; i',I�' i L'i ­TA.rl 11 ,'��-F:'F,Y� E PlIk ,`.­,Q1 ; vi, .1 Review As,, ' _�_c� "' " I i, 4 -'I -1 i� I � i - ' ,1911'�'_I[Llfl ��I� I HE -r�0 I _H�,kri flr­� I,'. . - T,_Ar4J,AE: - IR GAI 01�,6'Tl IH-10 Ht". il I- j `_� - - I I's PAII Wi_'T, V, ,71 li�,7 PL1'ff�v`f'0vI6"Af COMpleted i III i , # 4 - , " I, . - - It Nve 'I _1I_E!1rR.j 1.�r_110� IT., �,l - - - - _'_liE"`l sL! kr­�" 'AL ' "`� � z "� - � - - ,if �- � AMI � . PFI.5 �sir,L L hAVE 1�­?'RFWRI Iq Frjc�;A`GFIII�W I HF rl­,F,F�r -� j , , f., th r'X'!'F_A`jyf6Ic0 wi the nnvm*�"ttqkqon J . ?31L!ftf'il _ fiti- � - - - wAr I! R ,,l � _N �; RErl lA" ..Fi,,a F�wl A rR,, ,,il I %ij:,� ,IIE,,m, 1.7 - 2 02 i� �'l��Apolrl��lli:�',�';���,.�-It�T4f�'�14DPI�,E-'i--�,L4'��2E�.4C,,��,_,E,7�-,�.,.�,.,,,�.,,,R�,)ri,�,�.�,�"r.",�,.".,�,,-�,,,��',','��,�j,�,--- - 10ii I, El 1, C: JF� r�=IEFIAII[.Iir,jq�.�; I u ir I� inia, [Ir III. ri ­i� ,.liC lilf CT1,1 I J1,14 � 't,1,1 I ,4 A rI 117 �. e b a Anne KI'ah ;' . :3—�' & � Ilif __ = * IAFI f-, ".-tiAlf CII19LER TOf�� , �, I LFRAE IET&�'��i 17 i:,A rO ftfT FEIIOTI I � EFL Eli.,', litiL iii-IF-1 THE' PEIIIIII01V ii,:. FIEKIL'I III ri-Ij I.All I it I P I I I : I, tor ; 7 . , - - f'O �Iril —l-I.- � 7 1 I ,,"�'�iI I ��---!9 I ) . --.—I--,.-- __ I _41I a) : (D . = . ll —M a) -li,-- -0 >0 ) _= -I.-Ati, 0 =3 2 ll 2 rL . . C -0 0 W C�L 0 L_ = I -0 n . - En-I 0 Il 4-i"I'll, U) (D 1=� C =3 I —cz Cn (D ­-0 0 -0 _0 = 0 L_ -2 . - = a) 0 0- C 0 3: = 0 LL — I �-� I,- I . D _0 E 0 a) " a) -&-1 " C_ .D = Cn I 'R CU .4 0- ii- -0 . S; C/) < (n L. " , I _(D ^ % W 1, I C_ L U) -*--a 'It I I It; , = �i M > � = 1! 0 L_ I t W " 0— 0— < � QD , I'll-iiiij 0 = =3 —0 ... .... . � M I 0 L_ 0- AS Il k1l (1) 11 0 L. U) I " 00 =3 LU = �E < = I z < _j n SHEET NO. SH 1.5 1,11"11111`111111 FOLD LIPINEATHER 4­4 ISTIVE BARRIER A (3) F, TEMPORAMLY SECURE WEATHER I-1FSISTIVE _'HIN"ON REU"I"'IAENTS RES 13AERRIER WIN D O'liIiiii N I I FLAS U K (1) F, DOOR NO -H O'D HNG WEATHER - -1 � I SLOPE (n RESISITIVE F, R703.1 Genera Extenol.- v%,ells prov -resistant extenor IiEvall enverolpe, The exterror),vail erl,,ielope st4l F0­,­, -r3 > _C: )3 in 15 131ANIIII01 C 1 4 in ide the, dIng Ofith a oleather WOOD FPA ME CONS 113 3 4, 3rd-1i"PEAD OF CON _Z (0.6 cm - 30.5 crn) include flashing as described in Secton R7015 FJ TAPE EXTERIOR SELF -ADHERED FLA-SI-W, CL 0 aSHEATI-IING BY LAPPING DOWN 011�11-�,'� E AD hES IV E ! QE PI F 1111 1 E 0 U N 0 E R SFLF-ADHFRE.D FLASHING OVER RLAA Jo�s-r ANN I I THRESHOLD OF DOOR AND C) 1: Ji f lo RETURN III` JAMB 6"1 USE LIOUID WALL 3 EXTERIOR R703,1_1 Water res�stance, I he Exterior iiiiiall envPIcpe si=iall be designed andconstrocted in a rnanner 'he prevents the accurritulat on of oeter, E. NAIL BRAND OP ECA-LAL iUCATHER I - I - a rnearits of within the wall assemb�y b'y provkfing a barrier behind the exI cladding as requinr-�d bv Secton RR17032 ar 0 PROOF CAU L KING CfwT. FIN. V1'__ draining to the rejrCr, water that per etrates tineexteIi dadcling, I BUILDING PAPER WEATHER SELF -A D-HERED' FLASHING RESISMVE (D RARII Err I - - I --- 0 'SEA, TcWSurj0l�i barrier Or-- ram,,, r iif No, 15 asphalt fe-t, fifer- from holes and breaks, Cornplying with AST"r,.4 D225 for "ryj-le 1 f -,rt WIRE LATH R703.2 Water A of other 2 UNDER NECKING BFLOOR D I --,,I shE F sheaffiing of a'l ex�terior oi�dls No- 15 asphalt felt Shall be Jpphe­ horizuntal�y, 0 cl �,i� -resStive I arrit -A tie, �ap ed olEi Auds Or :E DETA]L FNP07) e__ approved water 0 SEIY, ADHERED FLASHING with the upper layer rapped over the lower layer not less than 2 Inches, VIEI joints occi felt shall be lapped -Irrt less than 6, inches� Othrilri J In ac barrier manufacturer's installation instructions, The I,Jo 1,1� asphalt CIO 0 > approved materials shall be installet. ,,,,ordance iliFi the i/vater-resistiIi HEAD FLASHING TIE4N INSTRUXIIION'� 0 oveiJ z I is I ,trations arid bud&III, 1� Cut, fold up & temporarily secure weather felt or other appic ArSkDr. r sisfive barrier niaterai shall be conirnoous to the top o,' walls and tenniniated at pent, RiAll JOIST al -Tier to r.1-Tee -eir -v I resistive barrier above header to allow for appendages ir. am t Ine requir rr-ams of the exteflor I envelope as described in Section R703. 1, tV CL SE DETAILS ARE GENERIC AND CIO flashing installation -esrstive parrters Shall tI, Et �­ -0 — " U) MEANT TO SHOW GENERAL FLASHING 2- Self -adhered flashing PINS head flasbing under P R703,7,3 Water-resisfive barriers Water-� I installed as required in Section R703.2 arid. vi applIeIJ colierr wocid-based III, I IF I NII I AND WATERPROOFING METHODS TO weatherresstive barrier -Live vlapor-pe T-neable with a performance at Ieast equivalent to tiri layers of Grade D paper. The 3- Fold vineather resistive owner back over head sheathing, shall, inclOde water-resis,"il !BE US'ED, flashing and seal Mth tape 2) l,' 2 individual layers shall be insta�T�ed indepeni-lently such that each layer cirovides 2. Separate con'tinuous -lane arid any ffiqslri�ng (installed in ------ accordance with Section R703 4) Intended to draini to the vi,ater-resistive bau'rier is directed betv,�een the lavers Scale: NITS SELF -ADHERED FLASHING SL LF-ADHERED FLASHING SELF -ADHERED FLASHING W *-% 0 I J J 0 fzzi mit Fazter-r has a water resistance FLANGED WINDOW Exception: %F`,,-,Iheo­E --sWEve barrier that is arIplied over wrood�base sheathlng I FLASHING INSTALLAT lON AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR'DOOR WITH DECK - SECTION A WPOZ CEMT_ FINISH SILLIPICITSHELF/ CHIMNEY SHOULDER rxae I . c nid arate, nForn 'the Stucco by an riterveaning., equal to oi T than that f 60­rnmute Graile D Clapeil a LI is sep.- substant,a%r layel, or (,Je5<qned drainagespace NIE-CH ANICALLY F _A­_rEN IF RUBBERIZED ASPHALT EXTERIOR ifl1!EAT1HiW) -1 RUBBERIZED I ERS C(i�FjSITR, NEEDED IN CORNL ADHESIVE EXTERIOR SHEATHING .3/4"-1" DEAD OF INSTALL SELFADHEREO ASPHALT Ann VE F, -a apphe THROUGH SELPAMERED R703.4 Flashing -,vt seIf-adhered rNernbrarres an-1 fle�iiiif:)le flesh -9 s"Ohall, Dtv d FLASHNGJAMB & HEAD . ....... - 11 - ADHESIVE TO BE A �)Fli. ED UNDER -- ii , Apprr," Eli WNG THRESHOLD OF D(,1003 AND RE TI'lifIri FLASHING, E FLA r---SELF-AL)HERED FV-A$Htr4D,3___\ shingle -fashion cf irs accordarlce Foittil"T the nnanufacturer's INStF­LIC`i fiEletal flashIng shall Fili-rid-applied niernbranes - 'A PLASTER Sri ND FLANGED WINDOW IP-ni �wpc­�E lfied ir r Iro or ial�� of?eop'Led 11-I aceorcar,�ce AJO f E.- onanufactureris rnstrurcic)ns, All flashirvii shall �,ar p n a irtartrFe- In pr ve, this )K CMIJ - IsASTINFili(SLOCK OR, E0tM1_WEAT1i;i R PPOOF CAULKING r'li 12 Kilit. DR)itc I usedas flashing sf, TQ T P EXJ'NEAP:�r E �C _HNICII SCORED ... .... ... -,ietral on of,,Ittiaterio the building HE entr)! of otater In to the 'Orai i cavfty or pel Structural frafniing ON CHEMICAL fI! LIET RELEASE PAP1111 IVINDO'la COM FIXT i NLITY ierri aniiis ii as son fe, III as . pr­­ Self.-aldhered, rr Ing shall cornphi ei AAMA 7,1,1. Ali exterior -ducts stilail be sealed at the juncture with FA'._�TENER I 5 E f A D H F P ED FLAISH I N A sELF--Av14,EFRFDFLASfHANG, the building Isi ,i a IsT Alan, coniiply'ng Ftwlth LlrLIMA 800 or ASTNI C920 Clas,,,- 215 Grace or greater fir,)i, expansion, and F�'E L E, ftii i��i t0 L'i, 0, SEAl,JILIT 1) SEALANTAT NDAVIIN -r appropri AVHF;f,,iE A�S o�CEI 14 a, J as a type ofseallant, FlUid-at>plied friernbranes us d as ANT -T WINDOW Wor TO EXTE ILIUM V, contraction, ASTri 12 riiil A F, 1 A, r o t h a o - re v e d S ta no a, t a ifo r SE i IF Z, VERTIGAI LY rPGki CL)TAIDE EDN AAMA`-, he f 2shing shall extend to the Surf, ce of the exter�or CIafl� fin stiI ApproiJiFITI flasNrIgsi BoTTEUMI Of Fill A THR�SH`aol nstalled at the follurioving ocations O­4�.­O "t. -E\ d 15' SEALANT 1- � � ..-!3 ii I oe shall be I I I, - / INSICIE EEAN Of -2): SE LANT JOW WINDOW FRAMEr WINDOW61AX SECTION -A ISEE DEIAIL WP02.__ ICY 1. 1 Extenoi ndcoiiii? arld door openings, Flash ng at exter"Ol"loindow arid door openings shail extend to the surface of the eyi I or wall ACROSS: VOLLDOIN SUCK _WN L 'ii3ONPV--­ � I ate�I -ti ve ba rder co rnp ying with Section 703 2 for, SubSE N dra III age III r hanicallFIEF altacIled flexible fl ashii rigs AND EXTE NO I DOW F [10ME finish or to the iiiii -re-'s MA ATTACHED PER C s, SM F-AMiERED F LASHiNr. hall coniply %,v "' AAMA 7 -12. Flashing --i-t extener ei,_nclovi and door openings shall be instaiieLf L-A accordance Cifith one or Prone of the Ro D, l OOLEI i SIEPil ANT zz" L (2) following� BEAD SRI )GINC! 5 The IIanestrat'lon nizurufacturer's ristahaton and flashing instructions, or for aq�,c:4'catk lnsL, not adirifessed in the fenestration SELF-ADHEREDFLA NAILING FLANGE 3) SEALANT WINDOW FRAME 1 01 ADDINGANDWINDOW FRAME - ­­­ a-IlDIs manUfar-iWer's 'Unstructioris. in acr',ordance Oith the flashing mankifacturer- Instructions. Where flashing WNDii)INBUCK ALL THE WAY D, (4) 1 $ t ;1; :P - __1; 2 M eq ft.L, C; -0-ing ,z ta at th- 5- Ei roi w '�eriingIJ, Parril fla!4"hing _e��,iited or INCLUDING C oan fW s1h a 1 of exteiI ICD rIdow af I door O,�� SEAL TOPS OF J:)TSTS in sul-ch o martner as to di rvater to the so. isce of the exiIedor k-vaIl finish or to thio, resisfive tiamer for Subsequent DO NOT FLAFFO 0 Oli'ER UNDER DECKING BOTTOM NA]UNG (SEE DETAIL WPiU) 2 dr9inage, Openings using pan flashing shall Incorporate flashinq or protection at the head and sides FLANGE 11 1.2. In accordance Tvith the flashing aeSSIgn of malf-on of a registered design professionat, 1.3 1-3- In JiI other approved- I-nethads SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING ri SFLF�&ADHERED FLASHING W P F"'VIth F F MAI ANIA 100, FlIFEIIALEAA10A 200, FIEiF`TA/WDfV1A 250, Fl`,A4-,`AAIVlAFF 'OVDiti 300 or FN1&FAALi11A.iWDMA 4010, L-1 L) 1A In accordariciii FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW W F_% 0 4 EXTERIOR DOOR WITH DECK W 1 5 INSIDE CORNER 06 2�2.At the of crlirrineys or otner nnasonry constructIon wAh fierme or Stucco OialIsl, with plr�jecting fips oi'I both. sides under stucco Copfrigs 3,3,Undes, arid at ttie, ends of r-riasonry, oFood ortretal copings and sills, Ground abOL Ve all pnojeCtrng F,,,Food, mm- conStrt, , If- -re A _,WhE & water Resistani Darner 7 71,Atbuift-iri gOlterFIL JwMB,SlLr AND HEAD E)f FAIL APPROVED SHEATHING SELF�ADLIFFIEDFLASHING Shea I/X X PATCH thing APPROVED HOLISEMAP__`_, THESE DETAILS ARE, GENERIC AND MEANT TO SHOW GENERAL 4 STFsJr`,`TALAXH -I WIN TRACK 2.5 Stui FLASHING AND WATERPROOFING METHODS TO BE USED. - 314"CEMENT PLASTER - -XTREUE (Min) DRYLOK E 12 MILI In, c" APPROVED FLASHING TAPE N-77`�DOUBLE 3 11 1 a I - > 'V' 1, -ALANT WITH JOIST 7/8-CPrinerit Pla-ter TOOLED APPROVED SEALANT _WCOD BEAM e5, __HDF as PJ 7-taNGLE daflon Wall'. Ji accoidaric T JOIST SEL��ADHFRED FLASHING Foun UEEFIC92"I D BELOW -N Fl. \`,, I � I r �1. I , r III ii- o� ance wit' F, 4 AW SELF-ADHEREF-- FLA-RHIN A A baclii� Ll rnlelufl J F. IdE ii Felt backord ryieta' 2P MIN lati'le In acci I ancp e-Fii L: SELF-ADHIERED (4) 11 AO: Tri i, lathein accord, t Eli T 1i C 10 6 3 FLASHINO Eomh AS I k, 0 FLASHING Dig (5 ig R, ler P01 -it �A Fh,`,3=,��! is- 11h T ng 6 0. ,SCS 06 02 WINDOW FIN INTERFACE WITH:: SELF. -ADHERED FLASHING SELF -ADHERED FLASHING ri a J IFOUNDATION WEEP SCREED T �g 9 EXTRUDED SHOLIUDER DECK JOIST WP07 OUTSIDE C�ORNER WP08 Wr_U9 A % "'A i 2x FRNMEWALL—... ,_.`ELF—ArU_*-H`EREUr` FLA!,"3HING"" o' i, specs-, Stampede 01I R, Of F ICE PLAdIff-4 Er"TiB Do ONDUCTS ETAILS LEGEND PR' D TILE F'INISH� Sof-r ADHE FIE D H.ASHING (SAFI S,Creed !V Ni Z BOND f F �� BREAK WEATHER RESIATANT BARRILP Nep screed LON? EIRFAi(ViRS We WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND s,"rucco SELF FURFUN(I l SF) LATH F-ILIF)f 1J2"DtIR10CK­­-i­-­­-_ > PER THE FBC RESIDENTIAL 7TH EDITION (202:0) PLASTER, ACCESSORY ��l Installed As Pei, OF L-AT9 SHEATHIIIii FOSB% PLryIiiN'CLJ(", DENSULASS Manufa.�. Specs. IF 1 �4' PER PLAN 2� IF > ions F I I .�r T4 Detail Instruct.' I / I ­ r r,64,41 of:' CIR B C94TO 1'i PER PLAN L.. -'Er I I I E VERTICAL 1!2" Cernenfitious e Cement Pj­_� DecorabF,,Ie, Finish L_ Refer to the number marked as I"" in each detail that corresponds to the 0 FhLi TIC SURF TOP OF numbered lternsin the list of below, F1 ANGE AS ALI AIR in accordance ELARHIr FTI STIi F " I ---A "..I.-, All inside arid with A, )21'; CD. L__ �_Ii it, -AND over woo�d 2'rid Fu 4r, l �i :r t F t Install self -adhered flashing in order as shown by numbers floor �'_Xltsii coiner FIEW 8,1, cmu < I:,Lut and caulked all -Jer to form water Shedding F. 2. Install flashing arid weather resistive ban S� OR 8T4 Child laps iPER SEAT DEPi..'____, �F, A-E., DWI 14D.Ints foh'Fri to ,3. Self -adhered flashing car) be substituted for building paper z Z ­STPLcT`, IRAL FkAlseir- 6 E V ecau -,--ad 4. Spflt the release paper rising the 6pcord (Split release on demand, - for ease of installation and to cc Cc FILL WITH GROUT -AL Si R, L t-- TIV4 GAP IS A RESULT % embedded in the adhesive layer) LN uJ l�lil. ASTER SIT FOP caulk for 10 0 Z —STRIP OF Sir; minimize scoring cuts NATURAL a. 5. Remove allrelease! aperper standard installation instructions and DO NOT SEAL F- U", P 4 0. COIFFI ft,ik IOUS BACKER DRAINAGE PLANE III LU adli'lere to substrate using a square piece of flashing material (13" x 16" 0 R-ol) SEALANT -—BOND EIREAK WRB D R I P SO R C F 0 P LAST! C W LU JUL 2 Minimum' CD I SLOPED MUD BED CD M 61, Fold as shown by amows, < LU -cordingly to 7. Angle of corner may vary, adjust folding of the flashing ac 'A J 0 7-If Nrore] fit tight to corner VINY'L SHOWER PAN E� -"--I "I. L — ' . ::� 7: . . I . . a --, -�� - n ELI Mecha L nically fasten as necessary Cz I - - . I — , < - - K 11: Fhe it, inig paper a d metal f a SLOF --ie weeaviyrjf� installed over the top of t' Tl�l Weiiir Assist, in, 4 -PLASTER ST01, Plans Re < V (A) view cOmpleted and approveft 1 z _,vef U cf< -4 -XINTINI-tous PACKED Rcu N­ f0r CoMphance wftb &SEALANT !!�it floof thp 2020 FOC 7th Fe.-: �z 7 .04ENTITIOUS FINISH Y", F ri . . ......... 3HEET NO. S0FFIT/fC'ANTI_LEVER -7 SCALI.E": NOTTO '�CALI SHOWER SEAT WEEP SCRIFED DETAIL W W P 11 W"i 10 100 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---, WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT- SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311= 1 1-011 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 311= 1 1-011 TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON , 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN- 00 SHINGLE WATER SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING TAPE EDGE OF COUNTER STARTER STRIP----. FLASHING 00 WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL - COUNTER FLASHING 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL UNDERLAYMENT z SHINGLE PER SPECS SHINGLE ROOF PER SPECS— 00 STEP FLASHING TO EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO UNDERLAYMENT z TURN UP WALL MIN 8" ROOF UNDERLAYMENT TO 00 ROOF SHEATHING TURN UP WALL MIN 8" PER PLAN ROOF SHEATHING PER PLAN—_ NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL N. RAKE WALL 1 _ ROOF TO WALL - WP 2 311= 11-011 TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER RESISTIVE RESISTIVE BARRIER BARRIER OVER WEEP SCREED— OVER FLASHING MIN 00 WEEP SCREED - 00 STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND , UNDERLAYMENT HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL -- INSTRUCTIONS CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION 00 Z' CLOSURE INSTRUCTIONS STANDING SEAM METAL C0 'Z' CLOSURE ROOF PER SPECS STANDING SEAM METAL ROOF UNDERLAYMENT TO ROOF PER SPECS —� TURN UP WALL MIN 8"� J v' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL WP14 - ROOF TO WALL - 311_ 1 I Olf "v 21 HEAD WALL 2 m HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS -- WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING--------_ TAPE EDGE OF COUNTER FLASHING STARTER STRIP---_.--\ COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS------, STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRIP — RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 112 CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS--� ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING / PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE Cu SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. N' U 0' R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q Ot 2 WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE O M a - EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C CU � R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O 0 O Cll HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED Q O O 3: WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O L - EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O i"� `aco — \ _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .U) E O O CO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CA Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE -C= Ca 40- co Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— —0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF 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. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE \ — INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN °' ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE d BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. WP13 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712, FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A d CO REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS.I ESE ARE GENERIC AND MEANT TO SHOW LS WP1 5 THFLASHI GI AND WATERPROOFING METHODS TO BEUSED. GENERAL JUL 21 a thiF=ual Review Assist, Inc. flans Review completed and approvar amRlia;9ce with the 2020 F8C 7th V Anne Klahr py"nn;. U) co 0 LL C. CL U O ^^L co Co SHEET NO. WR200 uuWaww .�rs.awr.. •r.,uui., .is�eeu9! YN 2K,L; A" j AR lHilowAt_Y!"Yll IAM Kim . . I STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---` WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 311 = 1 ' — 0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL -- PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--_ 1y 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL 'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 3LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD 'EALANT CO'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" �T SAND FINISH STUCCO _LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL WP16 _2 i FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP --- HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN:" ROOF SHEATHING PER PLAN 3"=1'-0" HEAD WALL WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----_____ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLANS rn FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING, R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF 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. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING WP 17 SELF -ADHERED MEMBRANES USEDASFLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 2 12023 i Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th E by Debra Anne K►ahr PX2300 N O O O U O L O:, O (3)Q- i .� j N � V)Icz O i• O ^�++ W CU O >O .N :E (D � CIO Q s� z z W J U) ca 0 L U 0 L N M m SHEET NO. WP 2.1